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HomeMy WebLinkAboutPP - 12910 EAST MARGINAL WAY SOUTH - RIVERTON COURT BUILDING - PERMITS AND PLANS12910 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS D08-394 10-F-177 10-S-043 r FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Riverton Court 12910 East Marginal Way S Permit No.: 10-S-043 Date: March 11, 2010 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 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess 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. • Maintain a minimum 4 ft clearance around sprinkler riser. • All valves and waterflow switches to be electrically supervised by a UL Central Station. • The sprinkler drain is to discharge to the sewer, not to the outside. Sewer drain must be appropriately sized to handle the flow volume. • Install an inspectors test. • Sprinkler beneath stairways per NFPA 13, 8.15.3. • Blazemaster CPVC Pipe to be installed and secured per manufacturers installation guidelines. • As noted on the seismic calculations cover sheet; Per Nortech, lateral bracing for this project is provided by the hangers per NFPA 13 section 9.3.5.3.9. • 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 for pipe size 2'/ inches and larger. • 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. • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. Page 1 of 1 Alan Metzler - FW: Seismic Calculation Load Question From: To: Date: Subject: Attachments: "David Farahani" 03/10/2010 1:12 PM FW: Seismic Calculation Load Question Al, This is what 1 got from Jeff the designer who did the seismic calculations for me. I hope this helps you. From: Jeff T. O'Connell [mailto:jeff@cfpd.us] Sent: Wednesday, March 10, 2010 12:09 PM To: David Farahani' Subject: Seismic Calculation Load Question David, The attachment Toad values on pages 1 & 2 in the seismic calculation are from the manufactures engineering data. Please see the attached sheet from the TJI Truss manufacture for support of the 6201b with the brace installed @ 45°. Jeff T. O'Connell, CET Services Available: ® Compels System Oeegn and Layout HNdrsrlc CabJ on ® Sr* Surreys ® Solos Cocrdnabon & Cocrtimitcri Ikwrpe • AutacilO ! Sprml‘Csdi ® SO:A/sarg r Gem & S.IC Fsbncauon flee Autmehc *Ater Sysle m Law level H iaCEf 02%9 No virus found in this incoming message. Checked by AVG - www.avg.com Version: 8.5.436 / Virus Database: 271.1.1/2727 - Release Date: 03/10/10 07:33:00 file://C:\Documents and Settings\metzler-a.TUKWILA\Local Settings\Temp\XPgrpwise\... 03/10/2010 7 TJI® JOIST SEISMIC DETAILS EQ4 For Loads Parallel or Perpendicular to T11® Joists • 11" net x 6" x 12" filler block each side of T116 web under top flange • Swivel sway brace fitting Washer No. 6 x 2" long (minimum) drywall screws (6 each side) 1" diameter bolt AIIovable Horizontal Seism,c Loads (lbs) Ane to Vertical (0) 30° 45° 60° 450 620 690 • Loads are based on the controlling connection to the joist. • Loads include a 1.33 and 1.60 duration factor adjustment. EQ5 For Loads Parallel or Perpendicular to T11® Joists Glued surface For pipes that pass through the joists, see the hole tables on page 7 Nail through joist webs to end of 4x_ with eight 10d (3") common nails, each side. Stagger if necessary to avoid splitting. 4x10 or 4x12 with notches cut to fit around joist flanges. Gap between 4x_ and joist to be fie" maximum. For loads parallel to the joists, make attachment to the hanger block in the upper half of the block. Glue surfaces with approved elastomeric floor adhesive ASTM D 3498 (AFG-01). Follow manufacturer's recommendations. Glued surfaces must be clean and dust free. Make attachment per NFPA 13 near the center of the 4x12 block. Fastener must be at least 7 diameters from the end of the block and 4 diameters from all other edges. Allowable Horizontal Seismic Loads (lbs) An le to Vertical (0) 30° 45° 80° 390r0 600 i 600 (1) 600 if connection is centered on the 4x_. • Loads are based on the controlling connection to the joist. • The capacity of the brace fastener to the wood block may limit the capacity of the detail (see NFPA 13). • Loads include a 1.33 and 1.60 duration factor adjustment. EQ6 For Loads Parallel or Perpendicular to TJI® Joists Glued surface 4x12 hanger block ti* 2x12 x 1'-0" filler block Clinch nails Simpson Strong -Tie" U410 hanger (or equivalent) • Before installing in hangers, glue the top face with four'/" beads of approved elastomeric floor adhesive ASTM D 3498 (AFG-01). Follow manufacturer's recommendations. Glued surfaces must be clean and dust free. • Attach hanger and filler block by nailing through the hanger, block and T116 joist web with ten 12d (31/4") common (16d sinker) nails and clinch. • For loads parallel to the joists, make attachment to the hanger block in the upper half of the block. • Make attachment per NFPA 13 near the center of the 4x12 block. Fastener must be at least 7 diameters from the end of the block and 4 diameters from all other edges. Allowable Horizontal Seismic Loads (lbs) Angle to Vortical (0) 30° I 45° 1 60° 520 740 i 810 • Loads are based on the controlling connection to the joist. • The capacity of the brace fastener to the wood block may limit the capacity of the detail (see NFPA 13). • Loads include a 1.33 and 1.60 duration factor adjustment. 'Level Trus Joiste Commercial Sprinkler Installation Guide COM -1000 February 2007 11 FILE FIRE DEPARTMENT REVIEW COMMENTS Project Name: Riverton Court Bldg. 12910 East Marginal Wy S Permit File No.: D08-394 Date: December 17, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 1. The fire department connection (FDC) must be within 50 ft. of a fire hydrant. Install a new fire hydrant located within 50 ft of the FDC or relocate the FDC to the west end of the building as discussed with Mr. Ian Hamad. 2. It is recommended that the fire line to the building be a minimum 6 inch line to allow for any future changes to fire protection requirements that increase demand. 3. The backflow preventer needs to be a DDCVA not a DCVA. 4. The detention vault lid needs to be rated for a Toad of 45,000 lbs. Please indicate this on the plans. )--VS TLKWIL.A FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206- i75-4439 E-mail: tukfdprv@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFIC/ ►TE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of tes t will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communicatii.ns. Date /I b/ it _ Permit # I O - 5 - 11.19 Property Address /3-9)0 F ,� ,;� L,/ _fp, Suite t City Tukwila Zip ode /I! 6g Name of Facility R; I,ein¢pd Occupied as Owner or Representative Tail Phone # 3-01 ' 3 3/ %r Installing Company F /1e Progkeirim, . Installing ^ Contractor's Address / O 6,1.04 J • City EhAr,-tt- Phone # 4 as. `)-io-y,460 Installer's Name (PRINT) &e I(eJ%Y License and/or Certificate Fz��P1.f®g/oz. General Contractor Electrical Contractor FACP Equipment Manufacturer SdOrvi, ,42 — Model # Q This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by lZ On (date) -Sit y f l / and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 12 4 5 6 7 an r IF ESC C 907 • NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions t/ Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station • 'tor Prt System is monitored by i s SIGNED //r Date 34,4/4-0// System Firm Ins d versio �' U Checksum Date 1 �1 Initial program Installation Date Revisions and Reasons Programmed by TG1 qC1Hr1 "ANT- H'ITM)if11 S1"bb5L590Z 05:ZI 5002/ZS/170 IIIUIP vfENT INSTALLED AND TESTED: Control Panel Manual Station of Smoke Detectors j. of Heat Detectors of Duct Detectors of AN Devices is. of j Audio Devices /0 -et/C_ Visual Devices ' of `l Auto Door Release of Trouble Indictors of Batteries Make/Model Sly- 5 k 53 Make/Model Si -45W cS Make/Model S i- 50 Soo i .r— Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model S1rs7zM SoxSc 19-10.5 Cc() ,-/P 2 Y T SYSW/A SeAS"- SI- CTr /t.ft`.I Readings Battery 2 !o -�j Full Load 2 S- (o Generator HVAC Controls Fite Alarm Dialer / of / Make/Model d i L r Sr Monitored by Fl Lt? PFS T?ZT c v ^ Sn Annunciator / of / Make/Model S)<- S$ lc,d 2 "—Sprinkler System. (Fire Alarm connections only) Water Flow Sw. j_ of / Make/Model a c' TT R Valve Tamper Sw. _Z of L Make/Model 1)0VW- PTV j___ of L. Make/Model Po f% ft- Elec. LElec. Alarm Bell _ of Make/Model Charge 27- Io of Make/Model of Make/Model , Automatic time Delay of Water Flow Alarm `3,0 seconds. None Installed Do you et audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes No Test Witnessed by ,F P Title Comments: .lf D tte ,eddies\Contractors Material & Test Certificate O 3Jdd 3�IId t7-iIM>inJ Revised: 10/28/04 ' "FD FP Form #110 6EPVSLS9OZ 09:ZT 900Z/1T/170 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p - mit bad - 344/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: fi,•`cr,;m 01, -Aced SC Type of Inspection: Address: / Z 9 ic, Suite #: O,'1 i✓Y s_ Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Al Moils 04 Cdr sr5 x.t t v ¢,T enc,. I _IA I e74re..1 C . ee--4—r STv•Z�� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,G,,iJ3 Date: ,51f -p( Hrs.: / $100.00 REINSPECTION FEE REQU ' . You will receive an invoice from the City of T . Finance Departmen 'a I to schedule a reinspection. Billing Address Attn: Address: City: Com•. - ame: 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 l)v8- 3f1/ /0- F'- /7-7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project asiTy of Inspection• Address: q 1 0 t S- Suite #: Contact Person: Special Instructions: Phone No.: 0�. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: lvGIAS-)._— Date: 51 Tin 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 pe .t /0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 Proj I.VC✓{� (ot�4 Type /off Inspection: Si_ Address: tai 0 eivm....) S Suite #: Contact Person: N eto/ Special Instructions: Phone No.: d- ass - a736 1Approved per applicable codes. Corrections required prior to approval. COMMENTS: SP Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: _ Permits: Occupancy Type: Inspector: tp.� -)— Date: ///,4 ( It Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. k Word/Inon Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per t /D- F -177 �c -S— 0113 D— 3 ?V PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Projct: \ U 2 f 4O Yv I 4 I k lyse Type of I spection: .Fti Sp c. ti +(- Address: 1 aA 10 Suite #: if . p1 AA ; ,Jwc 1/41 c Conta Person: Special Instructions: Aifrirk, Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 7-- "Fire FireAlarm: Hood & Duct: A) (-1/9--)boatolt t-e1c4 cilec L 4i -/I& S ,$)(../1/1--1‹ Aifrirk, a Rl_6 so-ibke_ki4Q... SIN 3 -1A -..4--S Occupancy Type: `� i v Ss)" bk,P -Qia. esozi .t S Ic r A/VI.J "i c /S" Ploa r� �j1 c,iv vL , O(. &Jeri; f'te_ Luck'' cp 1 Needs Shift Inspection: Sprinklers: 7-- "Fire FireAlarm: Hood & Duct: A) Monitor: Pre -Fire: /1/4) Permits: Occupancy Type: Inspector: A c-bz_ Date: 4§417/// Hrs.: /. 5—' $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 wit ' - mit Io -F- J17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: RA/el.-1m coin+- au:14m, Type of Inspection: F,'r-r— if losiboi Tib r - Address: 12 -rt 12-rco Suite #: r yn- tvY_ s_ Contact Person: Scde-- Special Instructions: (A)psa-0. . %3).4, •z,.*-,S--hP.'J Gcvdk A.d Phone No.: 4/25--- ZTo - ? Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 3 l z_ ,pjii Sprinklers: NC 511,042 / Hood & Duct: (A)psa-0. . %3).4, •z,.*-,S--hP.'J Gcvdk A.d (12S-- 2-20 — 9'Go0 ''10 S',_ Asti ALF slid_ , h la pit . T'h€c1 c.(1cre_ h 5o . Permits:/ Occupancy Type: fire PY6 c7 11 ,G /730 6/Aso Fat g 'erdi : fcrao`l Needs Shift Inspection: Date: 3 l z_ ,pjii Sprinklers: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits:/ Occupancy Type: Inspector: )y4') 6'3 Date: 3 l z_ ,pjii Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F,D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe /-S -o13 Du eict PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: I /' k v -fir ct 0 uJ 6 O C� Type of[Ipspection: ` V-., +u oKr Address: WI 10 Suite #: L _ fv\ 5 ,v, AL, ContactPerson: A)01-111 A,J Special Instructions: Permits: Phone No.: Dv6 . "as s - 3-D3( pproved per applicable codes. I 1 Corrections required prior to approval. COMMENTS: Cv u..(r- S P c``vr) A L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a S'kk s --D_ Date: /play) /0 Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /O -S o4/3 reK- 3�K PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Protect� ` ` , jj - �� � � w- �S4^` (Nei Sprinklers: Type of Inspection: Sf Cv-er- Suite e# i'l IU e, 0��� 1✓�IA c- s Contact rson: �%.ary Special Instructions: Phone No.: geqD_ a --a-73.6 Approved per applicable codes. rrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: f. 124.5S4J A 1 3(A-,jci, (t' s —`�lrLrT-51. a �i UrP� ..-1--r,,6'r jt+lG 3 . Pt6o ccu.2_,,Ale- -+-o J 1 /et 0,17' gt,...mirs Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Sr„✓,_ 5-y . Date: /6) 'Z..0 4 p Hrs.: t 4 i $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 it INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PO 31,1 /o - s-- 0L-13 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers:/ Hrs.: / Type of Inspection: Address: / 2g i 0 Suite #: 0 wYS. Contact Person: /140-1444-64 Special Instructions: Permits: Occupancy Type: Phone No.: c , 2_45--5-d Z7j' 4 proved per applicable codes. Corrections required prior to approval. COMMENTS: 5rAtir ?J)t'h Lisa mss' �/ t �:+��'� �'1'� Z�'.s4sx__. Needs Shift Inspection: Sprinklers:/ Hrs.: / Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f j,f,3 Date: iiJjf%w Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 t Hydraulic Calculations FOR: 12910 E. Marginal Way 12910 E. Marginal Way Tukwila, Washington Third Floor Residential Design Data: Occupancy Classification: Light Hazard Density: 0.10 gpm/SF Area of application: 1,522 S.F. Coverage of sprinklers: 182.5 S.F. Number of sprinklers calculated: (20) Heads Total Sprinkler Demand @ Source: 529.6 gpm @ 86.3 psi Flow & Pressure Available at Source: 529.6 gpm @ 112.8 psi Sprinkler make & model: Viking model VK456 Concealed ;Residential Sprinkler Thread: '/2" NPT Sprinkler "K" Factor: 4.9 &12a61F SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-3.SDF JOB TITLE: 12910 E. MARGINAL WAY 3rd. Floor Residential light haz. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CC 115.0 60.0 3000.0 112.8 529.6 86.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 529.6 GPM 100.0 GPM 0.0 GPM 429.6 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 86.8 302 86.8 303 86.8 304 86.8 305 86.8 306 86.8 307 86.8 308 86.8 309 86.8 310 86.8 311 86.8 312 86.8 313 86.8 314 86.8 315 86.8 316 86.8 317 86.8 318 86.8 319 86.8 320 86.8 Ti 86.8 Mi 86.8 M2 86.8 M3 86.8 M4 86.8 M5 86.8 M6 86.8 TR3 86.8 PC3 80.8 PC2 71.4 100 67.0 101 67.0 TOR 67.0 BFO 56.0 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 K= 4.90 13.9 14.0 16.5 16.4 17.4 18.8 18.1 18.6 19.4 19.4 20.2 21.1 20.3 21.0 16.8 17.5 19.1 26.1 26.2 26.3 14.5 18.8 20.1 21.7 22.3 23.3 26.9 36.5 49.1 53.5 56.9 59.7 69.3 75.0 18.2 18.4 19.9 19.8 20.4 21.3 20.8 21.2 21.6 21.6 22.0 22.5 22.1 22.4 20.1 20.5 21.4 25.0 25.1 25.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-3.SDF JOB TITLE: 12910 E. MARGINAL WAY 3rd. Floor Residential light haz. NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BFI 56.0 BOR 55.0 • PIV -3.0 CC 55.0 SOURCE 81.0 83.3 109.8 86.3 429.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-3.SDF JOB TITLE: 12910 E. MARGINAL WAY 3rd. Floor Residential light haz. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) 301 T1 Pipe: 1 -18.2 1.101 PL 5.08 PF 0.6 86.8 4.9 13.9 18.2 6.2 150 FTG T PE 0.0 86.8 0.0 14.5 0.0 0.057 TL 10.08 PV 0.3 Pipe: 2 -18.4 1.101 PL 2.25 PF 0.4 302 86.8 4.9 14.0 18.4 6.2 150 FTG T PE 0.0 T1 86.8 0.0 14.5 0.0 0.058 TL 7.25 PV 0.3 Pipe: 3 -36.6 1.101 PL 10.08 PF 2.1 T1 86.8 0.0 14.5 0.0 12.3 150 FTG ---- PE 0.0 303 86.8 4.9 16.5 19.9 0.208 TL 10.08 PV 1.0 Pipe: 4 -56.5 1.394 PL 9.08 PF 2.2 303 86.8 4.9 16.5 19.9 11.9 150 FTG T PE 0.0 M1 86.8 0.0 18.8 0.0 0.147 TL 15.08 PV 1.0 Pipe: 5 -19.8 1.101 PL 10.16 PF 1.0 304 86.8 4.9 16.4 19.8 6.7 150 FTG E PE 0.0 305 86.8 4.9 17.4 20.4 0.067 TL 15.16 PV 0.3 Pipe: 6 -40.3 1.101 PL 0.50 PF 1.4 305 86.8 4.9 17.4 20.4 13.6 150 FTG T PE 0.0 M1 86.8 0.0 18.8 0.0 0.248 TL 5.50 PV 1.2 Pipe: 7 -21.3 1.101 PL 11.16 PF 1.2 306 86.8 4.9 18.8 21.3 7.2 150 FTG T PE 0.0 M2 86.8 0.0 20.1 0.0 0.076 TL 16.16 PV 0.3 Pipe: 8 -20.8 1.101 PL 8.00 PF 0.6 307 86.8 4.9 18.1 20.8 7.0 150 FTG ---- PE 0.0 308 86.8 4.9 18.6 21.2 0.073 TL 8.00 PV 0.3 Pipe: 9 -42.0 1.101 PL 3.00 PF 0.8 308 86.8 4.9 18.6 21.2 14.1 150 FTG ---- PE 0.0 309 86.8 4.9 19.4 21.6 0.268 TL 3.00 PV 1.3 Pipe: 10 -63.6 1.394 PL 6.58 PF 2.3 309 86.8 4.9 19.4 21.6 13.4 150 FTG T PE 0.0 M3 86.8 0.0 21.7 0.0 0.183 TL 12.58 PV 1.2 Pipe: 11 -21.6 1.101 PL 10.16 PF 0.8 310 86.8 4.9 19.4 21.6 7.3 150 FTG ---- PE 0.0 311 86.8 4.9 20.2 22.0 0.078 TL 10.16 PV 0.4 Pipe: 12 -43.6 1.101 PL 0.50 PF 1.6 311 86.8 4.9 20.2 22.0 14.7 150 FTG T PE 0.0 M3 86.8 0.0 21.7 0.0 0.287 TL 5.50 PV 1.5 Pipe: 13 -22.5 1.101 PL 9.50 PF 1.2 312 86.8 4.9 21.1 22.5 7.6 150 FTG T PE 0.0 M4 86.8 0.0 22.3 0.0 0.085 TL 14.50 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-3.SDF JOB TITLE: 12910 E. MARGINAL WAY 3rd. Floor Residential light haz. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -22.1 1.101 PL 8.42 PF 0.7 313 86.8 4.9 20.3 22.1 7.4 150 FTG ---- PE 0.0 314 86.8 4.9 21.0 22.4 0.082 TL 8.42 PV 0.4 Pipe: 15 -44.5 1.101 PL 2.92 PF 2.4 314 86.8 4.9 21.0 22.4 15.0 150 FTG T PE 0.0 M5 86.8 0.0 23.3 0.0 0.299 TL 7.92 PV 1.5 Pipe: 16 -20.1 1.101 PL 10.00 PF 0.7 315 86.8 4.9 16.8 20.1 6.8 150 FTG ---- PE 0.0 316 86.8 4.9 17.5 20.5 0.069 TL 10.00 PV 0.3 Pipe: 17 -40.6 1.101 PL 6.16 PF 1.6 316 86.8 4.9 17.5 20.5 13.7 150 FTG ---- PE 0.0 317 86.8 4.9 19.1 21.4 0.252 TL 6.16 PV 1.3 Pipe: 18 -62.0 1.394 PL 6.33 PF 4.3 317 86.8 4.9 19.1 21.4 13.0 150 FTG 2ET PE 0.0 M5 86.8 0.0 23.3 0.0 0.175 TL 24.33 PV 1.1 Pipe: 19 -25.0 1.394 PL 3.33 PF 0.1 318 86.8 4.9 26.1 25.0 5.3 150 FTG ---- PE 0.0 319 86.8 4.9 26.2 25.1 0.033 TL 3.33 PV 0.2 Pipe: 20 -50.1 1.598 PL 3.58 PF 0.7 319 86.8 4.9 26.2 25.1 8.0 150 FTG T PE 0.0 M6 86.8 0.0 26.9 0.0 0.061 TL 11.58 PV 0.4 Pipe: 21 -25.1 1.101 PL 1.16 PF 0.6 320 86.8 4.9 26.3 25.1 8.5 150 FTG T PE 0.0 M6 86.8 0.0 26.9 0.0 0.104 TL 6.16 PV 0.5 Pipe: 22 -96.8 1.598 PL 6.33 PF 1.3 Mi 86.8 0.0 18.8 0.0 15.5 150 FTG ---- PE 0.0 M2 86.8 0.0 20.1 0.0 0.205 TL 6.33 PV 1.6 Pipe: 23 -118.1 1.598 PL 5.67 PF 1.7 M2 86.8 0.0 20.1 0.0 18.9 150 FTG ---- PE 0.0 M3 86.8 0.0 21.7 0.0 0.296 TL 5.67 PV 2.4 Pipe: 24 -225.2 2.423 PL 4.46 PF 0.6 M3 86.8 0.0 21.7 0.0 15.7 150 FTG ---- PE 0.0 M4 86.8 0.0 22.3 0.0 0.129 TL 4.46 PV 1.7 Pipe: 25 -247.7 2.423 PL 6.62 PF 1.0 M4 86.8 0.0 22.3 0.0 17.2 150 FTG ---- PE 0.0 M5 86.8 0.0 23.3 0.0 0.154 TL 6.62 PV 2.0 Pipe: 26 -354.3 2.423 PL 12.08 PF 3.6 M5 86.8 0.0 23.3 0.0 24.7 150 FTG ---- PE 0.0 M6 86.8 0.0 26.9 0.0 0.298 TL 12.08 PV 4.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-3.SDF JOB TITLE: 12910 E. MARGINAL WAY 3rd. Floor Residential light haz. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -429.5 2.423 PL 10.50 PF 9.6 M6 86.8 0.0 26.9 0.0 29.9 150 FTG T PE 0.0 TR3 86.8 0.0 36.5 0.0 0.425 TL 22.50 PV 6.0 Pipe: 28 -429.5 2.731 PL 9.00 PF 10.0 TR3 86.8 0.0 36.5 0.0 23.5 120 FTG ETG PE 2.6 PC3 80.8 0.0 49.1 0.0 0.359 TL 28.00 PV 3.7 Pipe: 29 -182.9 3.356 PL 10.00 PF 0.3 PC3 80.8 0.0 49.1 0.0 6.6 120 FTG ---- PE 4.1 PC2 71.4 0.0 53.5 0.0 0.027 TL 10.00 PV 0.3 Pipe: 30 -246.7 3.356 PL 5.75 PF 0.3 PC3 80.8 0.0 49.1 0.0 8.9 120 FTG ---- PE 4.1 PC2 71.4 0.0 53.5 0.0 0.047 TL 5.75 PV 0.5 Pipe: 31 -429.5 3.356 PL 4.42 PF 1.5 PC2 71.4 0.0 53.5 0.0 15.6 120 FTG E PE 1.9 100 67.0 0.0 56.9 0.0 0.131 TL 11.42 PV 1.6 Pipe: 32 -429.5 3.356 PL 6.25 PF 2.8 100 67.0 0.0 56.9 0.0 15.6 120 FTG T PE 0.0 101 67.0 0.0 59.7 0.0 0.131 TL 21.25 PV 1.6 Pipe: 33 -429.5 3.356 PL 52.00 PF 9.6 101 67.0 0.0 59.7 0.0 15.6 120 FTG 3E PE 0.0 TOR 67.0 0.0 69.3 0.0 0.131 TL 73.00 PV 1.6 Pipe: 34 -429.5 4.328 PL 11.00 PF 0.9 TOR 67.0 0.0 69.3 0.0 9.4 120 FTG E PE 4.8 BFO 56.0 0.0 75.0 0.0 0.038 TL 24.00 PV 0.6 Pipe: 35 FIXED PRESSURE LOSS DEVICE BFI 56.0 0.0 81.0 0.0 6.0 psi, 429.5 gpm BFO 56.0 0.0 75.0 0.0 Pipe: 36 -429.5 3.857 PL 4.00 PF 1.9 BFI 56.0 0.0 81.0 0.0 11.8 150 FTG 3EG PE 0.4 BOR 55.0 0.0 83.3 0.0 0.044 TL 43.50 PV 0.9 Pipe: 37 -429.5 4.220 PL 20.00 PF 1.4 BOR 55.0 0.0 83.3 0.0 9.9 140 FTG EG PE 25.1 PIV -3.0 0.0 109.8 0.0 0.032 TL 42.00 PV 0.7 Pipe: 38 -429.6 4.220 PL 10.00 PF 1.6 PIV -3.0 0.0 109.8 0.0 9.9 140 FTG TG PE -25.1 CC 55.0 SRCE 86.3 (N/A) 0.032 TL 50.00 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-3.SDF JOB TITLE: 12910 E. MARGINAL WAY 3rd. Floor Residential light haz. NOTES: (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 4 C1324A granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.073 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 29.9 ft/sec at pipe 27. (4) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatV1v NPTee 4.220 18.00 36.00 11.00 39.00 22.00 4.00 36.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R C B G A D Ell Tee T -RUN 1.101 5.00 5.00 1.00 5.00 6.00 1.00 10.00 10.00 1.394 6.00 6.00 1.00 7.00 6.00 1.00 10.00 10.00 1.598 7.00 8.00 1.00 9.00 6.00 1.00 10.00 10.00 2.423 12.00 12.00 2.00 19.00 10.00 1.00 18.00 13.00 PAGE: H MATERIAL: DYNA HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 2.731 6.00 12.00 6.00 19.00 10.00 1.00 14.00 4.00 3.356 7.00 15.00 7.00 22.00 13.00 1.00 18.00 13.00 4.328 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 PAGE: K MATERIAL: CT -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45-311 TeeRun Couplg SwgChk GatV1v NPTee SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-3.SDF JOB TITLE: 12910 E. MARGINAL WAY 3rd. Floor Residential light haz. 3.857 12.50 21.00 5.00 1.00 1.00 18.50 2.00 21.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-3.SDF JOB TITLE: 12910 E. MARGINAL WAY 3rd. Floor Residential light haz. WATER SUPPLY CURVE 120+ 0\ 110+ \\ \ \\ \\ 100+ \\ \ \\ \\ 90+ \ X \\ \\ \\ P 80+ \ R \\ E \\ S \\ S 70+ \ U \\ R \\ E \ 60 P S I 50 } 40 30 20+ LEGEND 10 X = Required Water Supply 86.31 psi @ 529.6 gpm 0 = Available Water Supply 112.78 psi @ 529.6 gpm 0++-+---+----+ + + + * <-60.0 psi @ 3000 gpm Flow Test Point + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) Hydraulic Calculations FOR: 12910 E. Marginal Way 12910 E. Marginal Way Tukwila, Washington First Floor Retail Area Design Data: Occupancy Classification: Ord. Hazard Group H Density: 0.20 GPM Area of application: 1503 S.F. Coverage of sprinklers: 96 S.F. Number of sprinklers calculated: (18) Heads Total Sprinkler Demand @ Source: 608.4 gpm @ 60.8 psi Flow & Pressure Available at Source: 608.4 gpm @ 112 psi Sprinkler make & model: Viking model VK300 'A" Brass Upright Sprinkler Thread: %2" NPT &12a61F SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-1.SDF JOB TITLE: 12910 E. MARGINAL WAY FIRST FLOOR RETAIL AREA 1503 SF WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CC 115.0 60.0 3000.0 112.1 608.4 60.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 608.4 GPM 250.0 GPM 0.0 GPM 358.4 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 67.0 K= 5.60 13.5 20.6 2 67.0 K. 5.60 14.8 21.6 3 67.0 K. 5.60 13.5 20.6 4 67.0 K= 5.60 14.9 21.6 5 67.0 K. 5.60 13.6 20.7 6 67.0 K. 5.60 15.0 21.7 7 67.0 K. 5.60 12.9 20.1 8 67.0 K= 5.60 13.6 20.7 9 67.0 K. 5.60 16.4 22.7 10 67.0 K= 5.60 15.8 22.3 11 67.0 K. 5.60 11.8 19.2 12 67.0 K. 5.60 13.0 20.2 13 67.0 K= 5.60 11.9 19.3 14 67.0 K. 5.60 13.1 20.3 15 67.0 K= 5.60 15.8 22.2 16 67.0 K. 5.60 15.6 22.1 17 67.0 K. 5.60 16.5 22.8 T2 67.0 16.5 M1 67.0 20.4 M2 67.0 20.4 M3 67.0 20.6 M4 67.0 17.5 M5 67.0 17.6 M6 67.0 17.9 M7 67.0 18.4 M8 67.0 18.9 - M9 67.0 19.4 TR1 67.0 21.2 PC1 58.0 30.7 102 67.0 32.5 101 67.0 42.9 TOR 67.0 45.4 BFO 56.0 50.9 BFI 56.0 56.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-1.SDF JOB TITLE: 12910 E. MARGINAL WAY FIRST FLOOR RETAIL AREA 1503 SF NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BOR 55.0 PIV 51.0 CC 55.0 SOURCE 58.7 61.4 60.8 358.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-1.SDF JOB TITLE: 12910 E. MARGINAL WAY FIRST FLOOR RETAIL AREA 1503 SF PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -20.6 1.104 PL 10.62 PF 1.3 1 67.0 5.6 13.5 20.6 6.9 120 FTG E PE 0.0 2 67.0 5.6 14.8 21.6 0.107 TL 12.62 PV 0.3 Pipe: 2 -42.1 1.104 PL 9.83 PF 5.6 2 67.0 5.6 14.8 21.6 14.1 120 FTG T PE 0.0 M1 67.0 0.0 20.4 0.0 0.402 TL 13.83 PV 1.3 Pipe: 3 -20.6 1.104 PL 10.62 PF 1.3 3 67.0 5.6 13.5 20.6 6.9 120 FTG E PE 0.0 4 67.0 5.6 14.9 21.6 0.107 TL 12.62 PV 0.3 Pipe: 4 -42.2 1.104 PL 9.83 PF 5.6 4 67.0 5.6 14.9 21.6 14.1 120 FTG T PE 0.0 M2 67.0 0.0 20.4 0.0 0.403 TL 13.83 PV 1.3 Pipe: 5 -20.7 1.104 PL 10.62 PF 1.4 5 67.0 5.6 13.6 20.7 6.9 120 FTG E PE 0.0 6 67.0 5.6 15.0 21.7 0.108 TL 12.62 PV 0.3 Pipe: 6 -42.3 1.104 PL 9.83 PF 5.6 6 67.0 5.6 15.0 21.7 14.2 120 FTG T PE 0.0 M3 67.0 0.0 20.6 0.0 0.406 TL 13.83 PV 1.4 Pipe: 7 -20.1 1.104 PL 7.62 PF 0.8 7 67.0 5.6 12.9 20.1 6.7 120 FTG ---- PE 0.0 8 67.0 5.6 13.6 20.7 0.102 TL 7.62 PV 0.3 Pipe: 8 -40.7 1.104 PL 11.16 PF 5.7 8 67.0 5.6 13.6 20.7 13.7 120 FTG T PE 0.0 M9 67.0 0.0 19.4 0.0 0.378 TL 15.16 PV 1.3 Pipe: 9 -22.7 1.104 PL 13.58 PF 2.5 9 67.0 5.6 16.4 22.7 7.6 120 FTG ET PE 0.0 M8 67.0 0.0 18.9 0.0 0.128 TL 19.58 PV 0.4 Pipe: 10 -22.3 1.104 PL 1.50 PF 0.7 10 67.0 5.6 15.8 22.3 7.5 120 FTG T PE 0.0 T2 67.0 0.0 16.5 0.0 0.124 TL 5.50 PV 0.4 Pipe: 11 -22.3 1.104 PL 11.16 PF 1.9 T2 67.0 0.0 16.5 0.0 7.5 120 FTG T PE 0.0 M7 67.0 0.0 18.4 0.0 0.124 TL 15.16 PV 0.4 Pipe: 12 -19.2 1.104 PL 10.62 PF 1.2 11 67.0 5.6 11.8 19.2 6.4 120 FTG E PE 0.0 12 67.0 5.6 13.0 20.2 0.094 TL 12.62 PV 0.3 Pipe: 13 -39.4 1.104 PL 9.79 PF 4.9 12 67.0 5.6 13.0 20.2 13.2 120 FTG T PE 0.0 M6 67.0 0.0 17.9 0.0 0.355 TL 13.79 PV 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-1.SDF JOB TITLE: 12910 E. MARGINAL WAY FIRST FLOOR RETAIL AREA 1503 SF PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -19.3 1.104 PL 10.62 PF 1.2 13 67.0 5.6 11.9 19.3 6.5 120 FTG E PE 0.0 14 67.0 5.6 13.1 20.3 0.095 TL 12.62 PV 0.3 Pipe: 15 -39.6 1.104 PL 7.50 PF 2.7 14 67.0 5.6 13.1 20.3 13.3 120 FTG ---- PE 0.0 15 67.0 5.6 15.8 22.2 0.359 TL 7.50 PV 1.2 Pipe: 16 -61.8 1.452 PL 2.33 PF 1.8 . 15 67.0 5.6 15.8 22.2 12.0 120 FTG T PE 0.0 M5 67.0 0.0 17.6 0.0 0.215 TL 8.33 PV 1.0 Pipe: 17 -22.1 1.104 PL 7.50 PF 0.9 16 67.0 5.6 15.6 22.1 7.4 120 FTG ---- PE 0.0 17 67.0 5.6 16.5 22.8 0.122 TL 7.50 PV 0.4 Pipe: 18 -44.9 1.452 PL 2.29 PF 1.0 17 67.0 5.6 16.5 22.8 8.7 120 FTG T PE 0.0 M4 67.0 0.0 17.5 0.0 0.119 TL 8.29 PV 0.5 Pipe: 19 -42.1 2.731 PL 9.54 PF 0.0 M1 67.0 0.0 20.4 0.0 2.3 120 FTG ---- PE 0.0 M2 67.0 0.0 20.4 0.0 0.005 TL 9.54 PV 0.0 Pipe: 20 -84.3 2.731 PL 9.50 PF 0.2 M2 67.0 0.0 20.4 0.0 4.6 120 FTG ---- PE 0.0 M3 67.0 0.0 20.6 0.0 0.018 TL 9.50 PV 0.1 Pipe: 21 -126.6 2.731 PL 3.62 PF 0.6 M3 67.0 0.0 20.6 0.0 6.9 120 FTG T PE 0.0 TR1 67.0 0.0 21.2 0.0 0.037 TL 15.62 PV 0.3 Pipe: 22 -44.9 2.731 PL 10.75 PF 0.1 M4 67.0 0.0 17.5 0.0 2.5 120 FTG ---- PE 0.0 M5 67.0 0.0 17.6 0.0 0.005 TL 10.75 PV 0.0 Pipe: 23 -106.7 2.731 PL 10.75 PF 0.3 M5 67.0 0.0 17.6 0.0 5.8 120 FTG ---- PE 0.0 M6 67.0 0.0 17.9 0.0 0.027 TL 10.75 PV 0.2 Pipe: 24 -146.1 2.731 PL 10.08 PF 0.5 M6 67.0 0.0 17.9 0.0 8.0 120 FTG ---- PE 0.0 M7 67.0 0.0 18.4 0.0 0.049 TL 10.08 PV 0.4 Pipe: 25 -168.4 2.731 PL 8.58 PF 0.5 M7 67.0 0.0 18.4 0.0 9.2 120 FTG ---- PE 0.0 M8 67.0 0.0 18.9 0.0 0.063 TL 8.58 PV 0.6 Pipe: 26 -191.0 2.731 PL 5.75 PF 0.5 M8 67.0 0.0 18.9 0.0 10.5 120 FTG ---- PE 0.0 M9 67.0 0.0 19.4 0.0 0.080 TL 5.75 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-1.SDF JOB TITLE: 12910 E. MARGINAL WAY FIRST FLOOR RETAIL AREA 1503 SF PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) M9 TR1 TR1 PC1 - PC, 102 102 101 101 TOR Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT Pipe: 27 -231.8 2.731 PL 3.79 67.0 0.0 19.4 0.0 12.7 120 FTG T 67.0 0.0 21.2 0.0 0.115 TL 15.79 Pipe: 28 67.0 58.0 Pipe: 29 58.0 67.0 Pipe: 30 67.0 67.0 Pipe: 31 67.0 67.0 Pipe: 32 TOR 67.0 BFO 56.0 BFI BFO BFI BOR Pipe: 33 56.0 56.0 0.0 50.9 0.0 PRESS. SUM. (PSI) PF 1.8 PE 0.0 PV 1.1 -358.4 2.731 PL 9.00 PF 0.0 21.2 0.0 19.6 120 FTG TG PE 0.0 30.7 0.0 0.257 TL 22.00 PV 5.6 3.9 2.6 - 358.4 2.731 PL 10.00 PF 5.6 0.0 30.7 0.0 19.6 120 FTG 2E PE -3.9 0.0 32.5 0.0 0.257 TL 22.00 PV 2.6 - 358.4 2.731 PL 28.75 PF 10.5 0.0 32.5 0.0 19.6 120 FTG 2E PE 0.0 0.0 42.9 0.0 0.257 TL 40.75 PV 2.6 -358.4 4.328 PL 52.00 PF 0.0 42.9 0.0 7.8 120 FTG 3E PE 0.0 45.4 0.0 0.027 TL 91.00 PV -358.4 4.260 PL 11.00 PF 0.0 45.4 0.0 8.1 120 FTG E PE 0.0 50.9 0.0 0.029 TL 24.00 PV FIXED PRESSURE LOSS DEVICE 0.0 56.9 0.0 6.0 psi, 358.4 gpm Pipe: 34 56.0 55.0 Pipe: 35 BOR 55.0 PIV 51.0 - 358.4 3.857 PL 4.00 PF 0.0 56.9 0.0 9.8 150 FTG 3EG PE 0.0 58.7 0.0 0.032 TL 43.50 PV - 358.4 4.220 PL 20.00 PF 0.0 58.7 0.0 8.2 140 FTG EG PE 0.0 61.4 0.0 0.023 TL 42.00 PV Pipe: 36 PIV 51.0 0.0 CC 55.0 SRCE 2.5 0.0 0.4 0.7 4.8 0.4 1.4 0.4 0.7 1.0 1.7 0.5 - 358.4 4.220 PL 10.00 PF 1.2 61.4 0.0 8.2 140 FTG TG PE -1.7 60.8 (N/A) 0.023 TL 50.00 PV 0.5 NOTES: (1) Calculations were performed by the HASS 6.4.0 under license no. 4 C1324A granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide imbalance at each node of 0.003 gpm and imbalance at any node of 0.104 gpm. computer program an average a maximum SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-1.SDF JOB TITLE: 12910 E. MARGINAL WAY FIRST FLOOR RETAIL AREA 1503 SF (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 19.6 ft/sec at pipe 29. (4) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v N NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 4.220 18.00 36.00 11.00 39.00 22.00 4.00 36.00 PAGE: H MATERIAL: DYNA HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 2.731 6.00 12.00 6.00 19.00 10.00 1.00 14.00 4.00 4.328 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 PAGE: J MATERIAL: BLT HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.104 2.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 1.452 3.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 PAGE: K MATERIAL: CT -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45 -Ell TeeRun Couplg SwgChk GatV1v NPTee 3.857 12.50 21.00 5.00 1.00 1.00 18.50 2.00 21.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 02/24/2010 C:\HASS64\DATA\09-MRGNL\EMRGNL-1.SDF JOB TITLE: 12910 E. MARGINAL WAY FIRST FLOOR RETAIL AREA 1503 SF WATER SUPPLY CURVE 120+ *\ 0\ 110+ \\ \\ \\ 100+ \\ \\ \\ 90+ \\ \\ \\ P 80+ R \\ E \\ S \\ S 70+ \ U \\ R \\ E \ 60+ X ( P S I 50 40 30 20+ LEGEND X = Required Water Supply 60.82 psi @ 608.4 gpm 10+ 0 = Available Water Supply 112.13 psi @ 608.4 gpm 0++-+---+----+ + + + * <-60.0 psi @ 3000 gpm Flow Test Point + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) Hydraulic Calculations FOR: 12910 E. Marginal Way 12910 E. Marginal Way Tukwila, Washington Attic Eastside Design Data: Occupancy Classification: Light Hazard, wet system Density: 0.10 gpm/SF Area of application: 1882 S.F. Coverage of sprinklers: 117.45 S.F. Number of sprinklers calculated: (18) Heads Total Sprinkler Demand @ Source: 391.6 gpm @ 59.6 psi Flow & Pressure Available at Source: 391.6 gpm @ 113.7 psi Sprinkler make & model: Viking model VK300 1/2" Brass uprights Sprinkler Thread: 1/Z" NPT Sprinkler "K" Factor: 5.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-E.SDF JOB TITLE: 12910 E. MARGINAL WAY EAST ATTIC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CC 115.0 60.0 3000.0 113.7 391.6 59.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 391.6 GPM 100.0 GPM 0.0 GPM 291.6 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 2 3 CR1 CR2 4 5 6 7 8 9 TR1 BR1 10 11 12 13 14 15 16 17 18 FDM TEE TOP 200 100 101 TOR BFO BFI BOR PIV CC 93.7 93.7 93.7 87.0 87.0 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 93.7 76.2 67.0 67.0 67.0 56.0 56.0 55.0 51.0 55.0 K. 5.60 K. 5.60 K= 5.60 K= 5.60 K. 5.60 K. 5.60 K= 5.60 K. 5.60 K= 5.60 K. 5.60 K. 5.60 K. 5.60 K. 5.60 K= 5.60 K. 5.60 K. 5.60 K= 5.60 K= 5.60 SOURCE 7.0 7.4 9.1 13.3 15.4 7.0 7.4 9.1 7.1 7.5 9.2 10.5 11.4 7.1 7.5 9.2 8.4 9.0 11.0 8.4 9.0 11.0 14.4 23.6 26.2 34.4 39.5 40.8 45.5 50.8 56.8 58.2 60.6 59.6 14.8 15.3 16.9 14.8 15.3 16.9 14.9 15.3 17.0 14.9 15.3 17.0 16.3 16.8 18.6 16.3 16.8 18.6 291.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-E.SDF JOB TITLE: 12910 E. MARGINAL WAY EAST ATTIC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -14.8 1.104 PL 7.83 PF 0.5 1 93.7 5.6 7.0 14.8 5.0 120 FTG ---- PE 0.0 2 93.7 5.6 7.4 15.3 0.058 TL 7.83 PV 0.2 Pipe: 2 -30.1 1.104 PL 7.83 PF 1.7 2 93.7 5.6 7.4 15.3 10.1 120 FTG ---- PE 0.0 3 93.7 5.6 9.1 16.9 0.216 TL 7.83 PV 0.7 Pipe: 3 -47.0 1.452 PL 3.92 PF 1.3 3 93.7 5.6 9.1 16.9 9.1 120 FTG T PE 2.9 CR1 87.0 0.0 13.3 0.0 0.130 TL 9.92 PV 0.6 Pipe: 4 -14.8 1.104 PL 7.83 PF 0.5 4 93.7 5.6 7.0 14.8 5.0 120 FTG ---- PE 0.0 5 93.7 5.6 7.4 15.3 0.058 TL 7.83 PV 0.2 Pipe: 5 -30.1 1.104 PL 7.83 PF 1.7 5 93.7 5.6 7.4 15.3 10.1 120 FTG ---- PE 0.0 6 93.7 5.6 9.1 16.9 0.216 TL 7.83 PV 0.7 Pipe: 6 -47.0 1.452 PL 3.92 PF 1.3 6 93.7 5.6 9.1 16.9 9.1 120 FTG T PE 2.9 CR1 87.0 0.0 13.3 0.0 0.130 TL 9.92 PV 0.6 Pipe: 7 -14.9 1.104 PL 7.83 PF 0.5 7 93.7 5.6 7.1 14.9 5.0 120 FTG ---- PE 0.0 8 93.7 5.6 7.5 15.3 0.059 TL 7.83 PV 0.2 Pipe: 8 -30.2 1.104 PL 7.83 PF 1.7 8 93.7 5.6 7.5 15.3 10.1 120 FTG ---- PE 0.0 9 93.7 5.6 9.2 17.0 0.218 TL 7.83 PV 0.7 Pipe: 9 -47.2 1.452 PL 3.92 PF 1.3 9 93.7 5.6 9.2 17.0 9.1 120 FTG T PE 0.0 TR1 93.7 0.0 10.5 0.0 0.131 TL 9.92 PV 0.6 Pipe: 10 -94.4 2.154 PL 3.50 PF 0.9 TR1 93.7 0.0 10.5 0.0 8.3 120 FTG T PE 0.0 BR1 93.7 0.0 11.4 0.0 0.069 TL 13.50 PV 0.5 Pipe: 11 -14.9 1.104 PL 7.83 PF 0.5 10 93.7 5.6 7.1 14.9 5.0 120 FTG ---- PE 0.0 11 93.7 5.6 7.5 15.3 0.059 TL 7.83 PV 0.2 Pipe: 12 -30.2 1.104 PL 7.83 PF 1.7 11 93.7 5.6 7.5 15.3 10.1 120 FTG ---- PE 0.0 12 93.7 5.6 9.2 17.0 0.218 TL 7.83 PV 0.7 Pipe: 13 -47.2 1.452 PL 3.92 PF 1.3 12 93.7 5.6 9.2 17.0 9.1 120 FTG T PE 0.0 TR1 93.7 0.0 10.5 0.0 0.131 TL 9.92 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-E.SDF JOB TITLE: 12910 E. MARGINAL WAY EAST ATTIC PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -16.3 1.104 PL 7.83 PF 0.5 13 93.7 5.6 8.4 16.3 5.5 120 FTG ---- PE 0.0 14 93.7 5.6 9.0 16.8 0.069 TL 7.83 PV 0.2 Pipe: 15 -33.0 1.104 PL 7.83 PF 2.0 14 93.7 5.6 9.0 16.8 11.1 120 FTG ---- PE 0.0 15 93.7 5.6 11.0 18.6 0.257 TL 7.83 PV 0.8 Pipe: 16 -51.6 1.452 PL 3.92 PF 1.5 15 93.7 5.6 11.0 18.6 10.0 120 FTG T PE 2.9 CR2 87.0 0.0 15.4 0.0 0.154 TL 9.92 PV 0.7 Pipe: 17 -16.3 1.104 PL 7.83 PF 0.5 16 93.7 5.6 8.4 16.3 5.5 120 FTG ---- PE 0.0 17 93.7 5.6 9.0 16.8 0.069 TL 7.83 PV 0.2 Pipe: 18 -33.0 1.104 PL 7.83 PF 2.0 17 93.7 5.6 9.0 16.8 11.1 120 FTG ---- PE 0.0 18 93.7 5.6 11.0 18.6 0.257 TL 7.83 PV 0.8 Pipe: 19 -51.6 1.452 PL 3.92 PF 1.5 18 93.7 5.6 11.0 18.6 10.0 120 FTG T PE 2.9 CR2 87.0 0.0 15.4 0.0 0.154 TL 9.92 PV 0.7 Pipe: 20 -94.0 2.154 PL 15.00 PF 1.0 CR1 87.0 0.0 13.3 0.0 8.3 120 FTG ---- PE -2.9 BR1 93.7 0.0 11.4 0.0 0.069 TL 15.00 PV 0.5 Pipe: 21 -188.4 2.154 PL 1.79 PF 2.9 BR1 93.7 0.0 11.4 0.0 16.6 120 FTG T PE 0.0 FDM 93.7 0.0 14.4 0.0 0.248 TL 11.79 PV 1.9 Pipe: 22 -103.2 2.154 PL 12.79 PF 1.9 CR2 87.0 0.0 15.4 0.0 9.1 120 FTG T PE -2.9 FDM 93.7 0.0 14.4 0.0 0.081 TL 22.79 PV 0.6 Pipe: 23 -291.6 2.731 PL 28.50 PF 9.2 FDM 93.7 0.0 14.4 0.0 16.0 120 FTG 2ET PE 0.0 TEE 93.7 0.0 23.6 0.0 0.175 TL 52.50 PV 1.7 Pipe: 24 -291.6 2.731 PL 2.33 PF 2.6 TEE 93.7 0.0 23.6 0.0 16.0 120 FTG T PE 0.0 - TOP 93.7 0.0 26.2 0.0 0.175 TL 14.33 PV 1.7 Pipe: 25 -291.6 3.356 PL 11.30 PF 0.7 TOP 93.7 0.0 26.2 0.0 10.6 120 FTG ---- PE 7.6 200 76.2 0.0 34.4 0.0 0.064 TL 11.30 PV 0.8 Pipe: 26 -291.6 3.356 PL 9.33 PF 1.0 200 76.2 0.0 34.4 0.0 10.6 120 FTG E PE 4.0 100 67.0 0.0 39.5 0.0 0.064 TL 16.33 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-E.SDF JOB TITLE: 12910 E. MARGINAL WAY EAST ATTIC PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END 'ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -291.6 3.356 PL 6.25 PF 1.4 100 67.0 0.0 39.5 0.0 10.6 120 FTG T PE 0.0 101 67.0 0.0 40.8 0.0 0.064 TL 21.25 PV 0.8 Pipe: 28 -291.6 3.356 PL 52.00 PF 4.7 101 67.0 0.0 40.8 0.0 10.6 120 FTG 3E PE 0.0 TOR 67.0 0.0 45.5 0.0 0.064 TL 73.00 PV 0.8 Pipe: 29 -291.6 4.260 PL 11.00 PF 0.5 TOR 67.0 0.0 45.5 0.0 6.6 120 FTG E PE 4.8 BFO 56.0 0.0 50.8 0.0 0.020 TL 24.00 PV 0.3 Pipe: 30 FIXED PRESSURE LOSS DEVICE BFI 56.0 0.0 56.8 0.0 6.0 psi, 291.6 gpm BFO 56.0 0.0 50.8 0.0 Pipe: 31 -291.6 3.857 PL 4.00 PF 0.9 BFI 56.0 0.0 56.8 0.0 8.0 150 FTG 3EG PE 0.4 BOR 55.0 0.0 58.2 0.0 0.022 TL 43.50 PV 0.4 Pipe: 32 -291.6 4.220 PL 20.00 PF 0.7 BOR 55.0 0.0 58.2 0.0 6.7 140 FTG EG PE 1.7 PIV 51.0 0.0 60.6 0.0 0.016 TL 42.00 PV 0.3 Pipe: 33 -291.6 4.220 PL 10.00 PF 0.8 PIV 51.0 0.0 60.6 0.0 6.7 140 FTG TG PE -1.7 CC 55.0 SRCE 59.6 (N/A) 0.016 TL 50.00 PV 0.3 NOTES: (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 4 C1324A granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.054 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.6 ft/sec at pipe 21. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-E.SDF JOB TITLE: 12910 E. MARGINAL WAY EAST ATTIC (4) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk D DPVly N NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 PAGE: D Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatV1v NPTee 4.220 18.00 36.00 11.00 39.00 22.00 PAGE: H Diameter (in) 4.00 36.00 MATERIAL: DYNA HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee D 2.731 6.00 12.00 6.00 19.00 10.00 1.00 14.00 4.00 3.356 7.00 15.00 7.00 22.00 13.00 1.00 18.00 13.00 PAGE: J Diameter (in) 1.104 1.452 2.154 PAGE: K Diameter (in) MATERIAL: BLT HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee 2.00 4.00 3.00 6.00 5.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MATERIAL: CT -K HWC: 150 Equivalent Fitting Lengths in Feet E T F R C S G E11 Tee 45 -Ell TeeRun Couplg SwgChk GatV1v D 0.00 0.00 0.00 N NPTee 3.857 12.50 21.00 5.00 1.00 1.00 18.50 2.00 21.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-E.SDF JOB TITLE: 12910 E. MARGINAL WAY EAST ATTIC WATER SUPPLY CURVE 120+ *\ 10\\ 110+ \\ \ \\ \\ 100+ \\ \ \\ \\ 90+ \ \\ \\ \\ P 80+ \ R \\ E \\ S \\ S 70+ \ \\ R \\ E \ 60+X { P S I 50 } 40 30 20+ LEGEND X = Required Water Supply 59.61 psi @ 391.6 gpm 10+ 0 = Available Water Supply 113.73 psi @ 391.6 gpm ,1 1i ,1 11 I1 11 0++-+---+----+ + + + * <-60.0 psi @ 3000 gpm Flow Test Point + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) Hydraulic Calculations FOR: 12910 E. Marginal Way 12910 E. Marginal Way Tukwila, Washington Attic West side Design Data: Occupancy Classification: Light Hazard, wet system Density: 0.10 gpm/SF Area of application: 1,810 S.F. Coverage of sprinklers: 106.2 S.F. Number of sprinklers calculated: (24) Heads Total Sprinkler Demand @ Source: -I- / f OS 578.3 gpm @ 72.6 psi Flow & Pressure Available at Source: 578.3 gpm @ 112.4 psi Sprinkler make & model: Viking model VK300 %" Brass uprights Sprinkler Thread: %" NPT Sprinkler "K" Factor: 5.6 &12a61F SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-W.SDF JOB TITLE: 12910 E. MARGINAL WAY Large Attic WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CC 115.0 60.0 3000.0 112.4 578.3 72.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 578.3 GPM 100.0 GPM 0.0 GPM 478.3 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 25 93.7 K= 5.60 12.8 20.1 26 93.7 K= 5.60 13.6 20.6 27 93.7 K= 5.60 16.2 22.6 28 87.0 K= 5.60 20.7 25.5 29 87.0 K= 5.60 22.1 26.3 30 93.7 K= 5.60 13.4 20.5 31 93.7 K= 5.60 14.1 21.0 32 93.7 K. 5.60 16.9 23.0 33 93.7 K= 5.60 18.6 24.1 34 93.7 K= 5.60 20.0 25.0 35 93.7 K= 5.60 10.1 17.8 36 93.7 K= 5.60 10.7 18.3 37 93.7 K= 5.60 12.8 20.0 38 93.7 K= 5.60 14.1 21.0 39 93.7 K= 5.60 15.2 21.8 40 93.7 K. 5.60 7.0 14.8 41 93.7 K= 5.60 7.4 15.2 42 93.7 K= 5.60 9.0 16.8 43 93.7 K= 5.60 7.6 15.4 44 93.7 K= 5.60 8.0 15.8 45 93.7 K= 5.60 9.7 17.4 46 93.7 K= 5.60 9.4 17.2 47 93.7 K= 5.60 10.5 18.1 48 93.7 K= 5.60 12.6 19.8 Mi 93.7 23.8 M2 93.7 25.3 M3 93.7 10.8 M4 93.7 11.6 M5 93.7 15.0 M6 93.7 19.0 M7 93.7 - - 19.3 TEE 93.7 26.0 TOP 93.7 27.6 PC3 85.8 32.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-W.SDF JOB TITLE: 12910 E. MARGINAL WAY Large Attic NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 200 76.2 PC2 71.4 100 67.0 101 67.0 TOR 67.0 BFO 56.0 BFI 56.0 BOR 55.0 PIV 51.0 CC 55.0 SOURCE 37.5 40.4 44.8 49.7 54.2 60.2 66.2 69.0 72.4 72.6 478.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-W.SDF JOB TITLE: 12910 E. MARGINAL WAY Large Attic PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -20.1 1.104 PL 7.08 PF 0.7 25 93.7 5.6 12.8 20.1 6.7 120 FTG ---- PE 0.0 26 93.7 5.6 13.6 20.6 0.102 TL 7.08 PV 0.3 Pipe: 2 -40.7 1.104 PL 7.08 PF 2.7 26 93.7 5.6 13.6 20.6 13.6 120 FTG ---- PE 0.0 27 93.7 5.6 16.2 22.6 0.377 TL 7.08 PV 1.3 Pipe: 3 -63.2 1.452 PL 7.08. PF 1.6 27 93.7 5.6 16.2 22.6 12.3 120 FTG ---- PE 2.9 28 87.0 5.6 20.7 25.5 0.225 TL 7.08 PV 1.0 Pipe: 4 -88.7 1.687 PL 7.08 PF 1.4 28 87.0 5.6 20.7 25.5 12.7 120 FTG ---- PE 0.0 29 87.0 5.6 22.1 26.3 0.202 TL 7.08 PV 1.1 Pipe: 5 -115.1 1.687 PL 2.00 PF 4.6 29 87.0 5.6 22.1 26.3 16.5 120 FTG ET PE -2.9 M1 93.7 0.0 23.8 0.0 0.328 TL 14.00 PV 1.8 Pipe: 6 -20.5 1.104 PL 7.08 PF 0.8 30 93.7 5.6 13.4 20.5 6.9 120 FTG ---- PE 0.0 31 93.7 5.6 14.1 21.0 0.106 TL 7.08 PV 0.3 Pipe: 7 -41.5 1.104 PL 7.08 PF 2.8 31 93.7 5.6 14.1 21.0 13.9 120 FTG ---- PE 0.0 32 93.7 5.6 16.9 23.0 0.392 TL 7.08 PV 1.3 Pipe: 8 -64.5 1.452 PL 7.08 PF 1.7 32 93.7 5.6 16.9 23.0 12.5 120 FTG ---- PE 0.0 33 93.7 5.6 18.6 24.1 0.233 TL 7.08 PV 1.1 Pipe: 9 -88.7 1.687 PL 7.08 PF 1.4 33 93.7 5.6 18.6 24.1 12.7 120 FTG ---- PE 0.0 34 93.7 5.6 20.0 25.0 0.202 TL 7.08 PV 1.1 Pipe: 10 -113.7 1.687 PL 4.67 PF 5.3 34 93.7 5.6 20.0 25.0 16.3 120 FTG ET PE 0.0 M2 93.7 0.0 25.3 0.0 0.320 TL 16.67 PV 1.8 Pipe: 11 -17.8 1.104 PL 7.08 PF 0.6 35 93.7 5.6 10.1 17.8 6.0 120 FTG ---- PE 0.0 36 93.7 5.6 10.7 18.3 0.082 TL 7.08 PV 0.2 Pipe: 12 -36.1 1.104 PL 7.08 PF 2.1 36 93.7 5.6 10.7 18.3 12.1 120 FTG ---- PE 0.0 37 93.7 5.6 12.8 20.0 0.302 TL 7..08 PV 1.0 Pipe: 13 -56.1 1.452 PL 7.08 PF 1.3 37 93.7 5.6 12.8 20.0 10.9 120 FTG ---- PE 0.0 38 93.7 5.6 14.1 21.0 0.180 TL 7.08 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 02/18/2010 C:\RASS64\DATA\09-MRGNL\RATTIC-W.SDF JOB TITLE: 12910 E. MARGINAL WAY Large Attic PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -77.1 1.687 PL 7.08 PF 1.1 38 93.7 5.6 14.1 21.0 11.1 120 FTG ---- PE 0.0 39 93.7 5.6 15.2 21.8 0.156 TL 7.08 PV 0.8 Pipe: 15 -98.9 1.687 PL 4.67 PF 4.1 39 93.7 5.6 15.2 21.8 14.2 120 FTG ET PE 0.0 M7 93.7 0.0 19.3 0.0 0.248 TL 16.67 PV 1.4 Pipe: 16 -14.8 1.104 PL 7.25 PF 0.4 40 93.7 5.6 7.0 14.8 5.0 120 FTG ---- PE 0.0 41 93.7 5.6 7.4 15.2 0.058 TL 7.25 PV 0.2 Pipe: 17 -30.0 1.104 PL 7.25 PF 1.6 41 93.7 5.6 7.4 15.2 10.1 120 FTG ---- PE 0.0 42 93.7 5.6 9.0 16.8 0.215 TL 7.25 PV 0.7 Pipe: 18 -46.8 1.452 PL 5.00 PF 1.8 42 93.7 5.6 9.0 16.8 9.1 120 FTG ET PE 0.0 M3 93.7 0.0 10.8 0.0 0.129 TL 14.00 PV 0.6 Pipe: 19 -15.4 1.104 PL 7.25 PF 0.5 43 93.7 5.6 7.6 15.4 5.2 120 FTG ---- PE 0.0 44 93.7 5.6 8.0 15.8 0.062 TL 7.25 PV 0.2 Pipe: 20 -31.2 1.104 PL 7.25 PF 1.7 44 93.7 5.6 8.0 15.8 10.5 120 FTG ---- PE 0.0 45 93.7 5.6 9.7 17.4 0.231 TL 7.25 PV 0.7 Pipe 21 -48.7 1.452 PL 5.00 PF 1.9 45 93.7 5.6 9.7 17.4 9.4 120 FTG ET PE 0.0 M4 93.7 0.0 11.6 0.0 0.138 TL 14.00 PV 0.6 Pipe: 22 -17.2 1.104 PL 7.25 PF 1.0 46 93.7 5.6 9.4 17.2 5.8 120 FTG ET PE 0.0 47 93.7 5.6 10.5 18.1 0.077 TL 13.25 PV 0.2 Pipe: 23 -35.3 1.104 PL 7.25 PF 2.1 47 93.7 5.6 10.5 18.1 11.8 120 FTG ---- PE 0.0 48 93.7 5.6 12.6 19.8 0.290 TL 7.25 PV 0.9 Pipe: 24 -55.1 1.452 PL 5.00 PF 2.4 48 93.7 5.6 12.6 19.8 10.7 120 FTG ET PE 0.0 M5 93.7 0.0 15.0 0.0 0.174 TL 14.00 PV 0.8 Pipe: 25 -115.1 2.154 PL 15.00 PF 1.5 M1 93.7 0.0 23.8 0.0 10.1 120 FTG ---- PE 0.0 M2 93.7 0.0 25.3 0.0 0.100 TL 15.00 PV 0.7 Pipe: 26 -228.8 2.154 PL 1.79 PF 0.6 M2 93.7 0.0 25.3 0.0 20.1 120 FTG ---- PE 0.0 TEE 93.7 0.0 26.0 0.0 0.355 TL 1.79 PV 2.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-W.SDF JOB TITLE: 12910 E. MARGINAL WAY Large Attic PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -228.8 2.731 PL 2.83 PF 1.7 TEE 93.7 0.0 26.0 0.0 12.5 120 FTG T PE 0.0 TOP 93.7 0.0 27.6 0.0 0.112 TL 14.83 PV 1.1 Pipe: 28 -46.8 1.452 PL 6.58 PF 0.8 M3 93.7 0.0 10.8 0.0 9.1 120 FTG ---- PE 0.0 M4 93.7 0.0 11.6 0.0 0.129 TL 6.58 PV 0.6 Pipe: 29 -95.5 1.687 PL 6.58 PF 3.4 M4 93.7 0.0 11.6 0.0 13.7 120 FTG T PE 0.0 M5 93.7 0.0 15.0 0.0 0.232 TL 14.58 PV 1.3 Pipe: 30 -150.6 2.154 PL 14.46 PF 4.0 M5 93.7 0.0 15.0 0.0 13.3 120 FTG T PE 0.0 M6 93.7 0.0 19.0 0.0 0.164 TL 24.46 PV 1.2 Pipe: 31 -150.6 2.154 PL 1.83 PF 0.3 M6 93.7 0.0 19.0 0.0 13.3 120 FTG ---- PE 0.0 M7 93.7 0.0 19.3 0.0 0.164 TL 1.83 PV 1.2 Pipe: 32 -249.5 2.154 PL 9.92 PF 8.3 M7 93.7 0.0 19.3 0.0 22.0 120 FTG T PE 0.0 TOP 93.7 0.0 27.6 0.0 0.417 TL 19.92 PV 3.2 Pipe: 33 -478.3 3.260 PL 8.25 PF 1.5 TOP 93.7 0.0 27.6 0.0 18.4 120 FTG ---- PE 3.4 PC3 85.8 0.0 32.6 0.0 0.185 TL 8.25 PV 2.3 Pipe: 34 -478.3 3.260 PL 4.05 PF 0.7 PC3 85.8 0.0 32.6 0.0 18.4 120 FTG ---- PE 4.2 200 76.2 0.0 37.5 0.0 0.185 TL 4.05 PV 2.3 Pipe: 35 -478.3 3.260 PL 4.83 PF 0.9 200 76.2 0.0 37.5 0.0 18.4 120 FTG ---- PE 2.1 PC2 71.4 0.0 40.4 0.0 0.185 TL 4.83 PV 2.3 Pipe: 36 -478.3 3.260 PL 4.42 PF 2.5 PC2 71.4 0.0 40.4 0.0 18.4 120 FTG E PE 1.9 100 67.0 0.0 44.8 0.0 0.185 TL 13.42 PV 2.3 Pipe: 37 -478.3 3.260 PL 6.25 PF 4.9 100 67.0 0.0 44.8 0.0 18.4 120 FTG T PE 0.0 101 67.0 0.0 49.7 0.0 0.185 TL 26.25 PV 2.3 Pipe: 38 -478.3 4.260 PL 52.00 PF 4.6 101 67.0 0.0 49.7 0.0 10.8 120 FTG 3E PE 0.0 TOR 67.0 0.0 54.2 0.0 0.050 TL 91.00 PV 0.8 Pipe: 39 -478.3 4.260 PL 11.00 PF 1.2 TOR 67.0 0.0 54.2 0.0 10.8 120 FTG E PE 4.8 BFO 56.0 0.0 60.2 0.0 0.050 TL 24.00 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-W.SDF JOB TITLE: 12910 E. MARGINAL WAY Large Attic PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 40 FIXED PRESSURE LOSS DEVICE BFI 56.0 0.0 66.2 0.0 6.0 psi, 478.3 gpm BFO 56.0 0.0 60.2 0.0 Pipe: 41 -478.3 3.857 PL 4.00 PF 2.3 BFI 56.0 0.0 66.2 0.0 13.1 150 FTG 3EG PE 0.4 BOR 55.0 0.0 69.0 0.0 0.054 TL 43.50 PV 1.2 Pipe: 42 -478.3 4.220 PL 20.00 PF 1.7 BOR 55.0 0.0 69.0 0.0 11.0 140 FTG EG PE 1.7 PIV 51.0 0.0 72.4 0.0 0.040 TL 42.00 PV 0.8 Pipe: 43 -478.3 4.220 PL 10.00 PF 2.0 PIV 51.0 0.0 72.4 0.0 11.0 140 FTG TG PE -1.7 CC 55.0 SRCE 72.6 (N/A) 0.040 TL 50.00 PV 0.8 NOTES: (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 4 C1324A granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.065 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 22.0 ft/sec at pipe 32. (4) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v N NPTee 3.260 9.00 20.00 7.00 22.00 13.00 1.00 18.00 13.00 20.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-W.SDF JOB TITLE: 12910 E. MARGINAL WAY Large Attic 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 PAGE: D Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T L C B G Ell Tee LngEll ChkV1v BfyVly GatV1v 4.220 18.00 36.00 11.00 39.00 22.00 PAGE: H Diameter (in) N NPTee 4.00 36.00 MATERIAL: DYNA HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee D 2.731 6.00 12.00 6.00 19.00 10.00 1.00 14.00 4.00 PAGE: J Diameter (in) 1.104 1.452 1.687 2.154 PAGE: K Diameter (in) MATERIAL: BLT HWC: 120 Equivalent Fitting E T L C Ell Tee Lengths in Feet B G A D 2.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 MATERIAL: CT -K HWC: 150 Equivalent Fitting Lengths in Feet E T F R C S G Ell Tee 45 -Ell TeeRun Couplg SwgChk GatVly N NPTee 3.857 12.50 21.00 5.00 1.00 1.00 18.50 2.00 21.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 02/18/2010 C:\HASS64\DATA\09-MRGNL\RATTIC-W.SDF JOB TITLE: 12910 E. MARGINAL WAY Large Attic WATER SUPPLY CURVE 0\ 110+ 100 90 P 80+ R E S X S 70+ U R E 60+ P S I 50+ 40 30 20+ LEGEND X = Required Water Supply 72.63 psi @ 578.3 gpm 10+ 0 = Available Water Supply 112.38 psi @ 578.3 gpm If !1 H 1I * <-60.0 psi @ 3000 gpm Flow Test Point 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) 3/8/2010 CALCULATION DONE BY: CLASSIC FIRE PROTECTION DESIGN Design Force Equation (g's) used in NFPA 13 - 2007 Edition Contractor: Nor -Tech Fire Protection Inc. Address: 20030 NE Novelty Hill Road - Box B Redmond, WA 98053 Phone: 425-898-9111 Email: jeffAcfpd.us Project: 12910 East Marginal Way Address: Tukwila Washington Lateral Brace Designation and Longitudinal Brace Designation Ss / short period response parameter not specified by AHJ From Seismis hazard map Cp / seismic coefficient (Default is 0.5) 0.5 From table 9.3.5.6.2 NFPA 13 9.3.5.6.3* Where the authority having jurisdiction does not specify the horizontal seismic load, the horizontal seismic force acting on the braces shall be determined as specified in 9.3.5.6.2 with Cp=0.5. Wp /Weight of System (9.3.5.6.1) 1.15 9.3.5.7 Net Vertical Reaction Forces. Where the horizontal seismic loads used exceed 0.5 Wp and the brace angle is less than 45 degrees from vertical or where the horizontal seismic load exceeds 1.0 Wp and the brace angle is less than 60 degrees from vertical, the braces shall be arranged to resist the net vertical reaction produced by the horizontal load. Fpw = CpWp 1 Horizontal Design Seismic Load 0.58 9.3.5.6.2 Design Force Equation (g's) The horizontal force, Fpw, acting on the brace shall betaken as Fpw = CpWp, where Cp is the seismic coefficient selected in Table 9.3.5.6.2 utilizing the short period response parameter Ss. The value of Ss used in Table 9.3.5.6.2 shall be obtained from the authority having jurisdiction or from seismic hazard maps. LineaE interpolation shall be permitted to be used for intermediate values of Ss. The result of the Design Force Equation (Fpw) has been used in the Brace calculations Table 9.3.5.10.3 Allowable Horizontal Load on Brace Assemblies Based on the Weakest Component of the Brace Assembly Table 9.3.5.6.2 Co' ff'rignt Seismic IAN - Brace Angle Allowable Horizontal Load S. C. 30 to 44 degrees from vertical Listed load rating divided by 2.000 0.33 or 0.31 less 45 to 59 degrees from vertical Listed load rating divided by 1.414 0.50 0.40 60 to 89 degrees from vertical Listed load rating divided by 1.155 0.75 0.43 90 degrees from vertical Listed load rating 0.95 0.50 1.00 0.52 1.25 0.60 1.50 0.71 Lateral bracing requirements for this project is provided by the hangers per NFPA 13 section 9.3.5.3.9 2.00 0.95 2.40 1.14 3.00 1.43 Page 1 CALCULATION DONE BY: CLASSIC FIRE PROTECTION DESIGN Seismic Bracing Calculations Per NFPA #13 - 2007 Edition Sheet 1 of 5 Project: Address: 12910 East Marginal Way Contractor: Address: Telephone: Nor-Tech Fire Protection Inc. Tukwila 20030 NE Novelty Hill Road - Box B Redmond, WA 98053 Washington 425-898-9111 Email: jeff@cfpd.us Brace Information Seismic Brace Attachments Lenth of brace: Diameter of brace: Type of brace: Angle of brace: Least radius of gyration: UR Value: Max horizontal load: 7-0" Structure attachment Make: Listed load Sway Brace Make: Listed load fitting or tension-only Tolco bracing system: Model: Adjusted load rating Model: Adjusted load rating Fig. 980 lin. rating: 2765 per 9.3.5.10.3: 1955 Schedule 40 (pipe attachment) fitting: Tolco Fig. 4A 45 to 59 0.42 200 rating: 2015 per 9.3.5.10.3: 1 425 1 735 #` FIG. PIPE FOR Seismic Brace Assemblly Detail "x3" BOLT, NUT, WASHER t FIG. G80 SWIVEL SWAY BRACE FITTING '' FIG. 9e0 NO-TI-li EA SWAY BRACED <<� SWIVELA ATTCNf'IENT Fastener Information Orientation of connecting Fastener: Type: Diameter: Length: (in wood) Maximum load: surface: e THROUGH BOLT 1/2" 4A CLArIP SWAY BRACE 1 I/2" 620 Per Truss Manfacture Brace identification no. (to be used on plans) 1 TJI-LO 0 Lateral Brace 0 Longitudinal &ace Sprinkler System Load Calculation [Fpw = 0.58 Diameter Type Length (ft) Total (ft) Weight per ft. Fpw Total Weight 2 1/2" DynaFlow 1 6ft 16 5.1 0.58 46.9 Ib 4" DynaFlow 26ft 26 10.86 0.58 162.4 Ib 0.58 0.0 Ib 0.58 0.0 Ib 0.58 0.0 112 0.58 0.0 Ib Total weirit 209.3 Ib CALCULATION DONE BY: CLASSIC FIRE PROTECTION DESIGN Seismic Bracing Calculations Per NFPA #13 - 2007 Edition Sheet 2 of 5 Project: 12910 East Marginal Way Contractor: Nor-Tech Fire Protection Inc. Address: 20030 NE Novelty Hill Road - Box B Address: Tukwila Redmond, WA 98053 Washington Telephone: 425-898-9111 Email: jeff@cfpd.us Brace Information Seismic Brace Attachments Lenth of brace: 7'-0" Structure attachment fitting or tension-only bracing system: Make: Tolco Model: Fig. 980 Diameter of brace: I in. Listed load rating: 2765 Adjusted load rating per 9.3.5.10.3: 1955 Type of brace: Schedule 40 Sway Brace (pipe attachment) fitting: Make: Tolco Model: Pig. 4A Angle of brace: 45 to 59 Least radius of gyration: 0.42 UR Value: 200 Listed load rating: 20 15 Adjusted load rating per 9.3.5.10.3: 1425 Max horizontal load: 1735 Seismic Brace Assembly / "x3" BOLT, NUT, WASHER // 8 FIG. 98O SWIVEL SWAY BRACE FITTING w, ,,�,. II. e, �— 9 FIG. 980 NO-TItRE FIG. 4.A SWAY BRACE PIPE CL_ArIP FOR SWAY BRACE Detail (2) AD SWIVEL ATTACHI"IENT Fastener Information Orientation of connecting surface: E Fastener:`, Type: THROUGH BOLT Diameter: I/2" Length: (in wood) I I/2" Maximum load: 620 Per Truss Manfacture Brace identification no. (to be used on plans) TJI-4W 0 Lateral Brace 9 Longitudinalerace Sprinkler System Load Calculation [Fpw = 0.58 1 Diameter Type Length (ft) Total (ft) Weight per ft. Fpw Total Weight 4" DynaFlow I5ft 15 10.86 0.58 93.7 Ib 0.58 0.0 Ib 0.58 0.0 Ib 0.58 0.0 Ib 0.58 0.0 112 0.58 0.0 Ib Total weight 93.7 Ib CALCULATION DONE BY: CLASSIC FIRE PROTECTION DESIGN Seismic Bracing Calculations Per NFPA #13 - 2007 Edition Sheet _ of 5 Project: 12910 East Marginal Way Contractor: Nor-Tech Fire Protection Inc. Address: 20030 NE Novelty Hill Road - Box B Address: Tukwila Redmond, WA 98053 Washington Telephone: 425-898-9111 Email: jeff@cfpd.us Brace Information Seismic Brace Attachments Lenth of brace: 7'-0" Structure attachment fitting or tension-only bracing system: Make: Tolco Model: Fig. 980 Diameter of brace: lin. Listed load rating: 2765 Adjusted load Feting per9.3.5.10.3: 1955 Type of brace: Schedule 40 Sway Brace (pipe attachment) fitting: Make: Tolco Model: Fig. 4A Angle of brace: 45 to 59 Least radius of gyration: 0.42 L/R Value: 200 Listed load rating: 20 15 Adjusted load rating per 9.3.5.10.3: 1425 Max horizontal load: 1735 LOCATE 2x6 'O, / BOTTOM Seismic Brace Assembly Detail FIG. 4A ,PIPE CLAMP / FOR SWAY BRACE ./0i FIG. ciao NO-THREAD SWIVEL SWAY BRACE ATTACHMENT BOLgT,,ONSWIVEWASHER k'x*3"FIG. SWAY BRACE FITTING BOLT @ CENTER LINE OF CORD OF TRUSS Fastener Information Orientation of connecting surface: E Fastener Type: THROUGH BOLT Diameter: 1/2" Length: (in Wood) 1 1/2" Maximum load: 230 Brace identification no. (to be used on plans) I A-LO1 0 Lateral Brace 0 Longitudin6I Brace Sprinkler System Load Calculation [Fpw = 0.58 ] Diameter Type Length (ft) Total (ft) Weight per ft. Fpw Total Weight 2 1/2" DynaFlow 27ft 27 5.1 0.58 79.2 Ib 0.58 0.0 Ib 0.58 0.0 Ib 0.58 0.0 Ib 0.58 0.0 Ib 0.58 0.0 Ib Total weight 79.2 Ib CALCULATION DONE BY: CLASSIC FIRE PROTECTION DESIGN Seismic Bracing Calculations Per NFPA #13 - 2007 Edition Sheet 4 of 5 Project: 12910 East Marginal Way Contractor: Nor-Tech Fire Protection Inc. Address: 20030 NE Novelty Hill Road - Box B Address: Tukwila Redmond, WA 98053 Washington Telephone: 425-898-9111 Email: jeff@cfpd.us Brace Information Seismic Brace Attachments Lenth of brace: 7'-0" Structure attachment fitting or tension-only bracing system: Make: Tolco Model: Fig. 980 Diameter of brace: lin. Listed load rating: 2765 Adjusted load rating per 9.3.5.10.3: 1955 Type of brace: Schedule 40 Sway Brace (pipe attachment) fitting: Make: Tolco Model: Fig. 4A Angle of brace: 45 to 59 Least radius of gyration: 0.42 UR Value: 200 Listed load rating: 2015 Adjusted load rating per 9.3.5.10.3: 1 425 Max horizontal load: 1735 LOCATE 2x6 'Fu, / BOTTOM Seismic Brace Assembly Detail FIG. 4A ,PIPE CLAMP .� FOR SWAY BRACE � rI FIG. 9so NO-THREAD SWIVEL SWAY BRACE ATTACHMENT i"x3" BOLT, NUT, WASHER $ FIG. 980 SWIVEL SWAY BRACE FITTING BOLT @ CENTER LINE OF CORD OF TRUSS Fastener Information Orientation of connecting surface: a Fastener: Type: TIIROUGh BOLT Diameter: I/2" Length: (in Wood) I I/2" Maximum load: 165 Brace identification no. (to be used on plans) 1 A-L02 0 Lateral Brace I] Longitudinal Brace Sprinkler System Load Calculation [Fpw = 0.58 1 Diameter Type Length (ft) Total (ft) Weight per ft. Fpw Total Weight 2" Dynaflow 3 I ft 31 3.79 0.58 67.6 Ib 0.58 0.0 Ib 0.58 0.0 Ib 0.58 0.0 Ib 0.58 0.0 Ib 0.58 0.0 Ib Total weight 67.6 Ib CALCULATION DONE BY: CLASSIC FIRE PROTECTION DESIGN Seismic Bracing Calculations Per NFPA #13 - 2007 Edition Sheet 5 of 5 Project: 12910 East Marginal Way Contractor: Nor -Tech Fire Protection Inc. Address: 20030 NE Novelty Hill Road - Box B Address: Tukwila Redmond, WA 98053 Washington Telephone: 425-898-9111 Email: jeff@cfpd.us Brace Information Seismic Brace Attachments Lenth of brace: 7'-0" Structure attachment fitting or tension -only bracing system: Make: Tolco Model: Fig. 980 Diameter of brace: lin. Listed load rating: 2765 Adjusted load rating per 9.3.5.10.3: 1 955 Type of brace: Schedule 40 Sway Brace (pipe attachment) fitting: Make: Tolco Model: Fig. A4 Angle of brace: 45 to 59 Least radius of gyration: 0.42 UR Value: 200 Listed load rating: 2015 Adjusted load rating per 9.3.5.10.3: 1 425 Max horizontal load: 1735 LOCATE 2x6 I1 / BOTTOM Seismic Brace Assembly Detail FIG. 4A PIPE CLAMP / FOR NAY J \� FIG. NO-TI-IREAD �o -- iii,..N. SWAY �1 k xi FBOL BONUT, WASHER SWAY BRACE FITTING BOLT @ CENTER LINE OF CORD OF TRUSS BRACE 980 BRACE SWIVEL ATTACHMENT Fastener Information Orientation of connecting surface: B Fastener: Type: THROUGH SOLT Diameter: I/2" Length: (in concrete) 1 I/2" Maximum load: I G5 Brace identification no. (to be used on plans) 1 A -4W 0 Lateral Brace 2 Longitudinal' Brace Sprinkler System Load Calculation [Fpw = 0.58 1 Diameter Type Length (ft) Total (ft) Weight per ft. Fpw Total Weight 2" DynaFlow 30ft 30 3.79 0.58 65.4 Ib 2 1/2" DynaFlow 3ft 3 5. 1 0.58 8.8 Ib 3" DynaFlow I Oft 10 7.18 0.58 41.3 Ib 0.58 0 Ib 0.58 0 Ib 0.58 0 Ib Total weight 1 1 5.5 Ib Dyna-FIow® ih Stress • Exceptional hydraulics • Lightweight and easy to install • Available factory roll grooved • ABFII coated ID • UL and cUL listed • FM approved O The original high-strength light wall sprinkler pipe with superior hydraulics. Dyna -Flow" is the "original" high-strength light wall sprinkler pipe. With outstanding hydraulic capabilities, Dyna -Flow is recognized as the most popular alternative to Schedule -10 pipe. Lightweight and easy to cut , Dyna -Flow is a valuable addition to any fire protection system. With an inside diameter (ID) up to 11% larger than Schedule -40 and up to 7% larger than Schedule -10, Dyna -Flow pipe hydraulics are exceptional. Larger ID's enable Dyna -Flow and related components to be down -sized within the system, increasing the potential for job cost savings. For complete Hazen Williams charts, refer to "Dyna -Flow Hydraulic Data Tables". Dyna -Flow pipe has metallurgical properties that provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. There are no special processes or equipment needed for fabrication and installation. TUBE & CONDUIT' NPS In; mm Dyna Nominal I.D. In; mm -Flow Specifications Wt. Lbs/Ft; kg/m Wt. (H20 Filled) Lbs/Ft; kg/m CRR Unthreaded 1" 1.191 0.830 1.31 2.41 25 30.3 1.2 1.95 - 1'/ " 1.536 1.059 1.87 1.55 32 39.0 1.6 2.78 - 1'k" 1.728 1.667 2.71 3.44 40 43.9 2.5 4.03 - 2" 2.203 2.104 3.79 2.78 50 56.0 3.1 5.64 - 2'h" 2.703 2.564 5.10 1.60 65 68.7 3.8 7.59 - 3" 3.314 3.387 7.18 1.48 75 84.2 5.0 = 10.69 - 4" 4.310 4.473 10.86 1.00 100 109.5 6.7 16.16 - O Superior Coating Dyna -Flow products are coated with an environmentally approved and specially formulated modified -acrylic or water-based coating. This durable coating is paintable and acts as an excellent primer while resisting weather and UV degradation from outdoor storage. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, "ABFII". In scientific laboratory tests, ABFII proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* Customer Service (800) 882-5543 Fax: (800) 659-7730 • 16100 S Lathrop Ave. Harvey, IL 60426 • 11350 Norcom Rd, Philadelphia, PA 19154 •,PROV.G O American Made Able to meet "Buy American" requirements, and is available through distributors in the USA, Canada, Mexico and Latin America. O Specifications & Approvals Dyna -Flow pipe is manufactured to meet ASTM A-795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyna -Flow are UL and cUL listed and FM approved. Dyna -Flow is UL and cUL listed for use with roll grooved, plain -end and welded joints for wet, dry, pre -action and deluge systems. It is FM approved for roll grooved, plain end and welded joints for wet systems. Dyna -Flow is available "hot -dip" galvanized** and has been specifically approved by FM for dry system uses. Dyna -Flow complies with NFPA 13 and is rated at 300 psi working pressure. * See ABFII warranty ** must be ordered in 10 bundle increments • 2525 N 27th Ave. Phoenix, AZ 85009 www.alliedtube-sprinkler.com • 600 Dean Sievers Place Morrisville, PA 19067 ©2008-10 Tyco Int., All Rights Reserved, STP -S2-3-1001 ❑ Without Comments O As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and.ordinances. The responsibilityfor.the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawingsafter this date will .void this acceptance and will require a resubmittal .of revised drawings for subsequent approval;, Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Y-1 )-i oBy: v' L _ .._. M,ti. 7Sd6 rei„if f-+ke F;llot..! 411 d ev;ces +d b -e w�-�cl�►��s�,SCG . hf li re4hKvh c;614t., . �r a �'►ah eh-f-v-va.ce. =4.0-IAI I bregkee 114woll4 cAto, f oN d ed:C4444 64425 vc bv.ea tt,. E. Marginal Way S (38' wide) ns tray; "r�:/;►w' lc� �r- Next Cross Street: S128th Street Fire Hydrant (distance to NW property corner: 679 r Kw4t.A NEE DEPART 3 Please 575-440Z Bred give this job No. /O- x-177 - Bei•i xact address for sh:t* down or restoration' apr otid Water Main 10" dia. 5'-0" Water supply to sprinkler system ------- E 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 Re -inspection Fee and termination of the testing. Exit 0 0 s AeM /eu/B.rep 3 Illuminated "Exit" sign with battery back up per ICC 1011.1 & 1011.5.3 see door schedule see window schedule details page A0.01 smoke detector 110V w. battery back-up (I) (c_. E ® 1 at ra �Lo � cz) (L) E 11 u OEO ira-rr"L3 A ' ,cP SLcr > / ' Y PPLt M NVA ThJRE MODEL DESCRIPTION SYMBOL SILENT KNIGHT 5808 FIRE PANEL l,P SILENT KNIGHT SD500-APS PHOTO SMOKE SILENT KNIGHT PSDA PULL STATION SILENT KNIGHT SD500-MIM MONITOR MODULE IY‘ SYSTEM SENSOR PC2R/SCR HORN/STROBE STROBE CD SYSTEM SENSOR P2RKR OUTDOOR HORN/STROBE opi AMSECO HP24T MINI HORN WATERFLOW/TAMPER isP\ A OUTDOOR PIV % Fire Protection, Inc. 1730 GIB N ROAD, EVERETT, WA 98204 L r DRAWN BY co CONT#FIREPL*021 ML LI#CATS*RL022CG SEATTLE FIRE DEPT?SCP-C-9955 NICET#4--#09 x'337 CFPS#1473 PROPERTY OF AND ALL RIGHTS S RES RVEF FIRE PROT EC'T ION, INC. DATE �1.\ "SCOPE OF'WORK" INSTALL A AUTOMATIC FiRE ALARM SYSTEM IN A f- ((� ) PP- Aceo trIceo - J S‘C., ALL WIRE TO BE FPLR-M134 18AWG, 16AWG FOR NAC CIRCUITS. ALL STROBES TO BE AT 80" ON BOTTOM, HORNS TO BE 75 DB MINIMUM THROUGHOUT. ALL PULL STATIONS AT 48" ON TOP. MONITORING VIA UL LISTED CENTER STATION. A FULL SERVICE AGREEMENT IS IN PLACE TO ASSURE PROPER TESTING AND MAINTENANCE PER NFPA 72 STANDARDS. ALL WORK TO BE PERFORMED IN WORKMAN LIKE FASHION. INSTALLATION SHALL MEET NFPA 72, UBC, UFC, WAC, IFC AND ANY LOCAL AHJ CODES. A FULL PRE-TEST SHALL BE COMPLETED PRIOR TO CALLING AHJ FOR FINAL ACCEPTANCE TEST. RIVERTON MIXED-USE 12910 E. MARGINAL WAY MUT"' TUKWILA, WA. Fire Protection, Inc. 1730 GIBSON ROAD EVERETT, WA 98204 (425) 290-9600 or 800-681-1125(Phone) 425-353-4546(Fax) 00080011 ENLARGED FIRE ALARM & SPRINKLER ROOM 4,-dll Spd ler control room check valve asmby and post Indicator valve. 5 :a. 8'x 16' co p. ct parking stall w. curb stops 14'-0" c.z N FSP 0.1 lot Wheel chair acc m-7' 8 1/21---4 1/2" 44" wide . i' ,Walk 4" hi • h, 17 1/2° = 4111X 7 • \ 359.73° prinkler 4'-0" x 4' 0" Retail North: 1122 sq ft. (674 sgft+448sgft.) Men's Roo 10-s. ¢ence 5' high fence w. gate 1 / i 359.73° sprinkler. \ -\ / o, \ .23\ -Ate /A -L PLS_ L /11 r it) LIZ Bedroom Women's Ro 0 1)2" Accessible Unit: 475 sq ft. i 359.73Sprinkle- \ w \ ..' al.\ o\ / .p \ / –, / Living/Dining \ t.I o iJ ExitJ t A 02 33'-10" 9' 0" SOG FF elevatt• 4' Ventilating fan shall be of the ceiling mount, Energy Star rated type, with no less than 90 CFM and no more than 0.7 sone as certified by the Home Ventilating Institute HVI) at 0.1 static pressure in inches water gauge. Power co sumption sha I be no greater than 21 watts and Energy Star rat d with efficien y rating of no less than 4.3 cfm/watt. the motor shall e totally enclo ed, four pole condeser type engineered to run con inuously. Pow r rating shall be 120V/60Hz. Duct diameter shall b no less than " and terminate to the outside of the building. Fap shall be UL nd cUL listed for tub/shower enclosure when used with GFCI branch circuit wiring. Whole house ventilation using exhaus fan (VIAQ 303.4. .): c> 90 cfm exhaust fan w. 24 hour clock timer ith capability f continuou operation, manual and automatic control accessible. Outdoor air shall be distributed to each ha 4 itable room bye individual a (window vents per SEC 302.3.1 & 302.2.2 VIAQ) Next cross street: 130th Street South r inlets 44" wide walkway 1111111111 . IfAlir 4' 0" Screened enclosure for standard slze garbage dumpster and 3 recycling bins Property Corner Bicycle rack r. W8 FIE AL.AFIM /1 st Floor / \ 359.73° ' prinkler o \. )-- 20' 0" – / / / I 359.73° Sprinkler I � I 1 \ 1 \ o\ "A \ 359.73° prinkler Second Floor Scale 1/4"=l' RIVERTON MIXED-USE 12910 E. MARGINAL WAY SOUTH TUKWILA, WA. 6' 1 19'6112" FIIR itsa_.A.Fuvu 2NE) FL(DC)F1 F A 2 0 .Ag s Fire Protection, Inc. 1730 GIBSON ROAD EVERETT, WA 98204 (425) 290-9600 or 300-681-1125(Phone) 425-353-4546(Fax) /6 ,ACP sic . # 4114. F1'L 13'-1" 13'-1" Master Bedroom 0) O �o FAcP. 5LC- Third Floor/Roof Scale 1/4"=1' Nib 1 2'-6 12 4" 471-6" RIVERTON MIXED-USE 12910 E. MARGINAL WAY SOUTH TUKWILA, WA. 2'-8" x 6t-8" 4=0" x 4'-0" 4'-0"x 4'-0" N Kitchen Study Dining O S • If closing 1 r door 2'-6 1/,'v i Living 21-g e rn 9'-11 1/2" 37'-4 1/2" 37'-4 1/2" 18'-10.1/2" Dining 3'-0"x6'8"CO 14'-2 1/2" 10'-1" 2'-6 Master Bath '-8" x pnx 6, p" Study. 5'-0" x 6'-8" BF Master Bedroom '-6 1 /2 ", `,trdg Kitchen Living Bedroom West 2'11 -6" Bedroom East (0 Qin" Y 4`..n" 10'-9 1/2" 0 6'111/2" 10'1. /z 47'-0 1/2" FIRE ALA1=-:IVI 3 R LD FLpC; R FJ\ 3.0 .rPf -ire Protection, Inc. 1730 GIBSON ROAD EVERETT; WA 98204 (425) 290-9600 or 800-681-1125(Phone) 425-B53-4546(Fax) h 39'-81/4" Y T.O. OF ROOF 32'-0" T.O. OF PLATE j 30-8" B.O. OF CEILING BOARD AND BATTEN SID COMPOSITE ROOF SHINGLES 2X8 FACIA (TYP.) PT3 11 11)111 IIIIIIIIIIIIIIIIIIII11111 I I (111[IIIIIIIIIIII111� I1II[III 11I1I1fLll�lll 1V11ILI1IllllLI111I1 I 1/1 1 1 1 111 1 1 1 11111If1L111111 U IIIIIIII II 1111 _ 11 Il 111 IIII miit PT3 COMPOSITE ROOF SHINGLES 2X8 FACIA (TYP.) ATTIC. VENT (TYP.) 1 1111 111111 11111 11 2X6 CORNER TRIM 2X10 TRIM ab 2Z-8" T.O. FINISHED FLOOR = O) co 2X10 TRIM 13-4" T.O. FINISHED FLOOR 9'-9' T.O.OVERHANG N P -1 11 PT - 1 1111111111111111111111Il1111FP" 111111■■11■■■1■[II— 111111Y1■■■1■■1 ISI 111 111 till L. 11 11111 111111 11( III 1II 1 1111111111 1 I 1111111111 1111111 11111 PT3 3T-71/2" T.O. OF ROOF 34'-101/8" T.O. OF ROOF 32'-8 5/8" T.O. OF ROOF PT -1 PT -1 PT -3 PT -3 BOARD AND BATTEN SIDING 0'-0• FINISHED FLOOR PT -1 z HMI 11 1 PT -3 • 8" SIDING co I I I 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PT -2 PT -2 METAL OVER ANG PT - LIGHTING ef (TYP. 4' 0" I I 1 I I 1 1 I 1 1 I I 1 II II I1I111I111 1 1 1 1 1 1 1 1 1 1- 1 1 12910 1 1 -1 1 1 1 1 II 1 1 r 4'-. II SIGNAGE x111111111 1. 1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 I 1 I I 1 1 I 1 1 I 1 1 1 1 1 1 I I I I 1 1 1 1 ( 1 1 f 1 1 1 I I' I I 11 I. 1 1f_ 1 I 1 1 1 1 1 1 I 1 I 11 I 1 I 1 I 1 I 1 I I I I I I 11 1 1 I 1 f 1 1 1 1 1 1 1 I 1 1 1 I I 1 1 1 .•1 I I I 1 1 I I 1 1 I SPLIT FACE CMU 3T-71/2" T.O. OF ROOF 34'-10 1/8' T.O. OF ROOF 32'-8 5/8" T.O. OF ROOF PT -1 NC)RTH ELEVAToON 1/1" =1'4. COMPOSITE ROOF SHINGLES PT -4 2X8 FACIA (TYP.) TY PT -4 1. I I I I I II I I I l r I. 11111111 11111■1111■1111 1■■■■1■11■1■11■■■■1■■■■■■1111111111■■■■11■1■111 1111111111111111111111111111111111111111111111111111111111111111111111111111MMUNOrn 11111■■11■1111111■■111■11���1� �M„IMIII. I l l l l l l l l 11 Il 1111111/ [ 111111 1111 11111 11r1IIIIlIlI PT -1 PT3 PT -3 4'-0" 1 1 1 Il II PT -1 11- I1. COMPOSITE ROOF SHINGLES 2X8 FACIA (TYP.) II 1 1111111111 111111 1 11 1111_ 1 I(1IIII 1 r 1 1111i11111I111111111111111111 1111111111WINIMINIMIN'AIVISILIVINF 1 11111/11 1 111111 111111 11 1 11 1 11 111 111U 1 1 PT' PT -1 39'-81/4" T.O. OF ROOF 32'-0" T.O. OF PLATE 30'-8" B.O. OF CEIUI" BOAR' EN SIDING -2 PT - 2X6 COF,. .1 TRIM 2X10 TRIM 22' -8" T.O. FINISHED FLOOD 8" SIDING 9'-9" T.O. OF OVERHANG MTL. OVERHANG SPLIT FACE CMU PT -1 PT -5 LIGHTING PT - 2X10 TRIM • 13'-4• T C7 co T.O. FINISHED FLOOR PT -5 PT -1 Ei BOARD AND BATTEN SIDING o'-0" SOUTH ELEVATVOO N 1/11" = 1'401 PT -4 LEGEND MARK MANUFACTURE / CODE NOTES PT -1 BEHR - VINEYARD 440D-7 FLAT PT -2 BEHR - REGAL RED 150D-7 FLAT PT -3 • BEHR - INNOCENCE W -D-720 SEMI -GLOSS / ALL EXT. TRIM PT -4 BEHR - ATHENIAN GREEN 440F-4 SEMI -GLOSS / EXT. DOORS PT -5 BEHR - OLIVE LEAF S -H-760 SEMI -GLOSS / OVERHEAD CANOPY PT -4 FINISHED FLOOR 0t h 39'-81/4" 4 T.O. OF ROOF 34'-101/8" • T.O. OF ROOF ib 32'-0" • T.O. OF PLATE • 30'-8" • B.O. OF CEILING 11-0" COMPOSITE ROOF SHINGLES ATTIC VENT (TYP.) 12 4� 11111111111111111111111mm1111..-- 1111111111111111111111111g itmom - r( .irl■Ir11.� �I,I 1111111111101111111 II 1 ■■ 111 12 4 PT -3 2X8 FACIA (TYP.) PT 1 BOARD AND BATTEN SIDIN 2X10 TRIM h 2Z-8" • T.O. FINISHED FLOOR PT -3 PT -3 PT -3 413'4" T.O. FINISHED FLOOR � 99" T.O. OVERHANG PT -5 i 4'-011 T 4-0.-0. FINISHED FLOOR PT - 3T-71/2' 7.0. OF ROOF 32' -8 5/8" T.O. OF ROOF 11-0" 2X6 CORNER TRIM l11111111 MIr1u11l1.111 IIlllIlllIrlr 1 1 1 I I I I I 11 I 1 1 1 I 1 I 1 I 11.1111 I I 1 1 I I 4'-8" 1 1 1 I I /. 11 IJ NE 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I I 1 I BOARD AND BATTEN SIDING 2X10 TRIM PT -3 PT -3 8" SIDING 2X6" CORNER TRIM METAL OVERHANG I I I 1 6'-0" 6'-0" 1 I I 1 I I 6'-0" / / / \/2-8" \2'-8" ALUM. STOREFRONT (TYP.) WEST ELEVATION 1/8" t/e" .J. OF ROOF 32'-0" T.O. OF PLATE 30'-8" B.O. OF CEILING BOARD AND BATTEN 2X8 FACIA (TYP.) PT3 PT -3 Ala 22'-8" T.O. FINISHED FLOOR 2X6 CORNER TRIM 2X10 TRIM PT -3 13'-4" T.O. FINISHED FLOOR LIGHTING (TYP.) 4 12 I 1 I 4" I 1 1 1 I 1 1 1 6'-0" 6'-0" \'-8» 25/8" PT P 1 ATTIC VENT (TYP.) 12 P --5 L. 1 $-I 111 1 I PT -5 LIGHTING (TYP.) SPLIT FACE CMU 1 I 1 1 I COMPOSITE ROOF SHINGLES ILING . RAILING _1411-1411;11111111111 11■■111111■ J111111111■■■■■111111:1 PT 1 3T-71/2" T.O. OF ROOF 2X8 FACIA (TYP BOARD AND BATTEN (DING 2X10 TRIM PT -3 PT -3 8" SIDING o BOARD AND BATTEN 4 0'-0" FINISHED FLOOR PT -1 PT.5 r 1 2X6" CORNER ma METAL OVERHANG PT 1 9'-9" i4i O�OVERHANG LIGHTING (TYP.) SPLIT FACE CMU EAST ELEVATION N 0- Parcel # 734060-0774 12910 E. Marginal Way S, Tukwila WA Site Area 12,538+/- sqf. A 02/16/09 Permit#: D08-394 EXTERIOR ELEVATIONS Total Bldg. footage: 11,306 sq. ft. 1st floor: 3742 sq. ft. 2nd floor: 3782 sq. ft. 3rd floor: 3782 sq. ft. 3,00 "*Work\AntivP .Inhs\2009\1 F Marginal\CFPD E-marginal.dwg, 2/24/2010 12:41:38 PM c1 - WALL POST INDICATING VA. WITH TAMPER SWITCH. FDC LOCATION PER TUKWILA FIRE. 5" STORZ 4" D.I. FROM CITY MAIN FDC SHALL BE BETWEEN 36" AND 48" IN HEIGHT SHALL HAVE A 5" STORZ WITH KNOX LOCKING CAP. CONNECTION SHALL HAVE A DOWNWARD ANGLE BEND OF 30° AND SHALL BE PAINTED RED. 1 4 GR. CHEC VA. C5-rf(5 W/ i4ble SWI Sprinkler Control Room TOR 0-6o-/ 2-6 1' 0-6 / co N/ 14" CO `0- 6 / CO CO North: 1181 sq ft. ❑ 0 (724 sq ft + 457 sq ft.) 2'-7' O -0 00 `:or•-•6 • O CO 4' 4' ---/ 25-1/2 TJI @ 13" O.C. TYP. • 21/2' -21/2" 2-0 5-10'/2 1�a 3-5 21/2' • 21/2' ' RISER 4" VIC. TEE L# BETWEEN 36' & 4 FINISH FLOOR EL. 54.0' 4" VIC. 90' 4 4" VIC. 90' cg it 4" GR. CHECK VA. r �4' T1� TO WALL FDC o .i._ 1'11 �0 aro PIPE STAND 111 RISER/BACKFLOW PREVENTER 3-01/2 • 5'-11-2' M N • 1 $OG FFele;i tion 54'C� �../ 10''-9' 0 ;'0-6 11 I :. TJI-LO 4' 4" SPLIT FLANGE 4" FLANGE (BY OTHERS) y - 4" D.I. (BY OTHERS) 4' D.I. LIST OF MATERIALS O 4' VIC. FLANGE. ® 4' WALL POST INDICATING VA. W/ TAMPER SWITCH. 03 4' GR. STAINLESS STEEL 90° ELBOW 4 4' AMES GROOVED, BACKFLOW PREVENTOR W/TAMPER SWITCH. 05 PIPE STAND. 06 4' POTABLE PIPE. FROM CITY MAIN THRUST BLOCK (BY OTHERS) 1' / 1'/ 21/2' 2-61/z TJL.0-6 21/2' 7-81/21--";(:1)::::- - • 0 041 1/z. O co r. 3-21/2 TO 2ND, 3RD & ATTIC LEVELS. / 5'-2 IMO Op.b • 11/ 4'1-6 I N7 O 21 8-7 _91/2" 1' 0-6 0 N-. CU Men's Room 0 Women's TJI-0 Ir 1)-,-7, '12 212 6-2 2'/z' .. 9 0 $2 FIRST FLR CONTROL VA. GENERAL NOTES: Retail/South` 1572 sq/,ft. MOST HYDRAUUCALLY REMOTE AREA 1503 SQ. FT. WET PIPE SYSTEM DENSITY -045. GPM/SQ. FT. 1. THIS SYSTEM IS DESIGNED TO DELIVER 0.20 G.P.M. OVER THE MOST REMOTE 1500 SQ. FT. AND MAXIMUM HEAD SPACING OF 130 SQ. FT. PER HEAD. 2. INSTALLATION TO CONFORM WITH NFPA #13 & TUKWILA FIRE DEPT. 3. ALL MATERIAL TO BE NEW AND U.L. LISTED. 4. ALL WELDING TO CONFORM W/AWS D10.9 & TO BE PERFORMED IN THE SHOP. 5. PROTECTION OF HEADS FROM PAINT, BY OTHERS. 6. ALL ELECTRICAL WIRING BY OTHERS. 7. USE BLT PIPE FOR 2" AND SMALLER & DYNA-FLOW FOR 2 1/2" & LARGER. 8. ALL SCREWED FITTINGS TO BE CAST IRON (BLACK), CLASS 125. 9. ALL GROOVED FITTINGS TO BE VICTAULIC OR EQUAL. L.e.v- it P-1-0„,5 s (314Zew,�sker WATER FLOW INFORMATION: STATIC: 115 PSI RESIDUAL: 60 PSI FLOW: 3,000 GPM HYDRANT TEST ELEVATION: 55' PRESSURE ZONE:XXX FLOW AVAILABLE ® 20 PSI, XXX GPM PITOT READING: ? TEST DATE: XXX TEST LOCATION: HYDRANT NEAR THE SITE WATER DEPARTMENT JURISDICTION: TUKWILA WATER HANGER LEGEND -o 1' 3-7 Storage / 4'-1' /2 4-5 a- ) (1) 0 U =2 Bedroom N Kitchen /Accessible Unit: J1- 2'b' I 2'h' Living/Dining Ory M2 r< 21/2' 6-9 2-91/2 475 sq ft.? C -o 0 f 0-6; EXIT;- I • Install steel pipe in this floor typ. o without Comments Fir • t Floor Plan fEl As Noted in Red 1/4"=" Per The Attached Letter These plans have been reviewed by The Tukwila Fire Preverntion Bureau for conformance with current City st indards. Acceptance is subject to errors and omissions Which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptan.e end will require,a resubmittal of revised dranw;ings for subsequent.approval. -Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bur, au. Date: 3- // (0� By: ;I( STANDARD SYMBOLS IKWILA FIRE DEPART Please call: 575.440 and give this job No. /D -S-0`13 and exact address for shut Gown or restoration aiporovsll; SPRINKLER HEAD SYMBOLS NORTH Composite Wood Joist Branch Line A� -1�NOW Ordinary hazard group 2 (density 0.20 gpm/s.f.) Steel pipe with 1/2" upright sprinklers. 3A\CH LI\E Gyp. Board Ceiling A\GES DETAIL MK DATE BY Steel pipe to attic sprinklers Steel, SCH. 10 pipe See attic plan • To 3rd. floor CPVC PIPE TO • CPVC PIPE To 3rd. floor Sspnnklers T.O. OF Platesprinklers 32e -O' (86.0') CU 2'/' NFPA #13 RISER MANIFOLD i Steel, SCH. 10 pipe * 1 \�. M Sectional Control valve "d/ -TA hp -t" r'''*" for 3rd. floor & attic. • 1'/4 EXPRESS DRAIN--,--- ; _: J7 -, e 0 M f . in 0!,-- Third Floor 26'-914')(76'-91/e)c 0 1.1 � of �,/z, cpvc 0 CPVC piping To 2nd floor/ L� sprinklers NFPA #13 r RISER MANIFOLD y 1 `v 1 O Sr' 1b�'141 l'O"1 �.oi LAVA. _ w/-r4vyee s,a,:kL N ,i Ol a - ••SS DRAIN . - M -- ,=, .�'--RISER � CLAMP To 1st. floor ® sprinklers Second Floor (67'-51/x) l I o l 4' 4' 21/2 'h FROM RISER ROOMS ® ' o 0 , II L t1 f �4l ( 1 ti►f Poc{-orS }est 2.5" NFPA #13 •' RISER MANIFOLD-- • t , C1 cu j co = rx ti 1' s `. r,P S rc. 5(4 V -:11.4- r, Lr, 21/2' GR. BUTTERFLY VA._ W/ TAMPER SWITCH ,`\ti .1 L,,...,� 17 . 1 First Floor 0'-O" (54.0') Q CAP FOR DRAIN ,. , 1'/4 EXPRESS DRADISCHARGE OUTSI Hydraulic Calculations Nameplate (Retail Area) This system as shown on Nor -Tech Fire Protection Print no. FP1 of 4 Dated 10/20/09 For 12910 E. Marginal Way At Tukwila, Washington Contract no. 71409 Is designed to discharge at a rate of 0.20 gpm/sf. of floor area over a maximum area of 1,500 sq. ft. when supplied with water at a rate of of5.5_24gpm ate$ :7 psi at the base of the riser. Hose allowance of 250 gpm is not included in the above. Occupancy Classification: Ordinary Hazard group 2 REVISIONS - LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE SPRINKLERS SYMB. VIKING RESIDENTIAL SPRINKLER VIKING QUICK RESPONSE SPRINKLER MODEL VK456 VK300 PART # 13620A 06661B THREAD '/2' FINISH 4.9 5.6 BRASS BRASS ESCUTCH. WHITE N/A TYPE CONC. UPR. DEGREE 140' 155' QTY. 9 41 TOTAL SPRINKLERS THIS DRAWING 50 1. TUKWILA FIRE DEPT. 206-575-4404 CONTRACT WITH BAUMEISTER CONST. Sectional Valve Detail N.T.S. P LYW D /////72/////////////////////// 7i// 3/8"x3" Lag Screw 4x OR (2) 2x6 NAILED TOGETHER Crossmain SHORT STRAP PIPE SIZE © MAX. HANGER SAPCING: 4" IN DE +0 4‹ S4aahf di3C1iC4 c Cv sic . TWO 16cl (31/2') COMMON NAILS BOTH END. 14" TJI AT 16" 0.C. HANGER DETAIL FOR MAIN PARALLEL WITH JOISTS PLYWOOD /////////////////////////////////////// 14" TJI AT 16" 0.C. Crossmain 6" HOLE E:R-;2010 Tukwila Fire -t4iz 7 ;;Z 3= , riiiiiiiiii i ./.ilii .moi ii...•i.•iii.iii,.iiiiiiii..iiiii,.ii..iiiiii.. i.... GWB CEILING DETAIL FOR MAIN PERPENDICULAR TO JOISTS 2. 3., 4.: WATER DEPT. ADDRESS CITY ADDRESS 4632 NE 89TH STREET CITY SEATTLE, WA 98115 PHONE 206-331-1524 ARCHITECT FLOW DESIGN STUDIOS. LLC ADDRESS 3515 NE 67TH AVE. CITY PORTLAND, OR 97213 NORTH PROJECT 12910 East Marginal Way ADDRESS: 12910 E. MARGINAL WAY CITY TUKWILA, WA TITLE: FIRE SPRINKLER PLAN PHONE PHONE 971-238-0911 SCALE: 1 /4"=1'-0" NOR -TECH FIRE PROTECTION INC. DESIGNED: D.F DATE 10/20/09 20030 NE Novelty Hill Road -Box B REDMOND, WASHINGTON 98053 425-898-9111 FAX: 425-898-7772 LICENSE NO. NORTEFP051P6 CONTRACT #. 71409 SHEET NO. FP -1 of 4 arginallCFPD E-marginal.dwg, 2/24/2010 12:47:07 PM • OD • • • ii 1' 1' / 3-6'/2 / 3-7y2 / • • o • / CO 0 T• ai cr 11/2' . - lye' 9_Q /1 0 / 9 4-7 / • E.Q. BRACING NOTES: LONGITUDINAL SWAY BRACING SPACED AT A MAXIMUM OF 80 FEET ON CENTER SHALL BE PROVIDED FOR FEED 4 CROSS MAINS. • / 0 / / 44, • co I M Wood Joist NB -2 Headset Mounting Bracket and No Block Hanger \\- Offset Hanger CPVC HA Headset Gyp. Board Ceiling \GES DETAIL " 99 �r \ 4-101/2 21/2' CONTO "---/ LOCATION. SECTIONAL DETAIL 21/2 - 1-91/2 VA. E ALVE LATERAL SWAY BRACING AT A MAXIMUM INTERVAL OF 40 FEET ON CENTER SHALL BE PROVIDED FOR ALL MAINS, ALL CROSS MAINS, AND BRANCH LINES WITH A DIAMETER OF 21/2p 4 LARGER. THE LAST LENGTH OF PIPE AT THE END OF A FEED OR CROSS MAIN SHALL BE PROVIDED WITH A LATERAL SWAY BRACE. TOPS OF RISERS SHALL BE SECURED AGAINST DRIFTING N ANY DIRECTION INSTALL A FOUR-WAY SWAY BRACE. WATER FLOW INFORMATION: STATIC: 115 PSI RESIDUAL: 60 PSI © 3,000 GPM FLOW: 3,000 GPM HYDRANT TEST ELEVATION: 55' PRESSURE ZONE:?? FLOW AVAILABLE ® 20 PSI, PITOT READING: ? TEST DATE: XXX TEST LOCATION: XXX WATER DEPARTMENT JURISDICTION: TUKWILA HANGER LEGEND CO • CO• 21/2' n, Composite Wood Joist NB -1 Headset Mounting Bracket and No Block Hanger C DVC HA\ Offset Hanger Headset Gyp. Board Ceiling GE. DETAIL "A" 21/2' • c. 4'-4' 0 4-4 21/2' 21/2' 4-81/2 -6-41/2 .. ,, - 6-7'12 6 NH CU 2-91/2 5 41, 0 •--, 0 • • 0 0 0 Second Floor Plan a D 1/4 ° .11-0" NORTH STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS 4-51/2. Lr1 t 12'-0' 11/2' 11/2' 5-8 6-4 • • 0 0 6'-0' M 44. 0 4-1 O 1' 5-1 2ND. FLOOR GENERAL NOTES: 1 . THIS FLOOR IS DESIGNED FOR LIGHT HAZARD, NFPA 13 & TUKWILA FIRE DEPT. DENSITY 0.10 GPM, AREA OF OPERATION 1500 S.F. (REMOTE AREA) & MAX. HEAD SPACING 225 S.F. 2 . INSTALLATION TO CONFORM WITH NFPA #13 & TUKWILA FIRE DEPT. 3 . ALL MATERIAL TO BE NEW, U.L. LISTED, AND PER NFPA #13. 4 . ALL FITTINGS TO BE CPVC U.N.O. 5 . ALL PIPE TO BE CPVC U.N.O. 6 . PROTECTION OF HEADS FROM PAINT BY OTHERS. 7 . ALL ELECTRICAL WIRING BY OTHERS. MK DATE BY REVISIONS - LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE SPRINKLERS VIKING RESIDENTIAL SPRINKLER VIKING RESIDENTIAL SPRINKLER SYMB. 40 MODEL VK456 VK468 PART # 13620A 13637 THREAD 1/2 1/21 4.9 4.9 TOTAL FINISH BRASS WHITE SPRINK ESCUTCH. WHITE WHITE LERS THIS TYPE CONC. REC. DRAWIN G DEGREE 155 175 QTY. 47 2 49 J \ 1. TUKWILA FIRE DEPT. 206-575-4404 - - — Steel pipe to attic sprinklers Steel, SCH. 10 pipe To 3rd. floor CPVC PIPE GI CPVC PIPE To 3rd. floor T.O. OF Plate sprinklers S 32'-0' (86.0') Ssprinklers 450 CL ' 21/' NFPA #13 BIER MANIFOLD M Steel, SCH. 10 pipe Sectional Control valve for 3rd. floor & attic. 11/4 EXPRESS DRAIN-- L.17 M of CD M, / in 'rd Floor o 22'-91/4')(76'-91/4")C 0 1 L° l ^, X1/2. cpvc S D / J CPVCPin Ip 9 To 2nd floor sprinklers NFPA #13 RISER MANIFOLD .4-.......,.4-......., �s- I _ 13 13 11/i EXPRESS DRAIN - o Floor .-r� C m RISER CLAMP To 1st 0fsprinkl Second (67'-51/4) I. 1 C 1, 4' 4' 2 , ` ®/z' 0 FROM RISER ROOMS ® ® -1 0 II 2.5"NFPA #13 RISER MANIFOLD"-- "J N I O0 rx 1' 21/' GR. BUTTERFLY VA, W/ TAMPER SWITCH `-- ' 4 0 in First Floor 0'-0" (54.0') CAP FOR DRAIN O o , d - DI DISCI 0 0 Sectional Valve Detail N.T.S. . floor ers XPRESS D°AIN ARGE OUT IDE FOR FORCES PARALLEL OR PERPENDICULAR TO Till JOISTS 1. 314 " X 6" x 12" plywood each side of T91* web 2. No. 6 x 2" long (minimum) drywall screws (6 each side) 3. Washer 4. Swivel sw y brace fitting (equivalent to TOLCO Incorporated Figure 910 or Figure 911) 5. 112" diameter bolt A69: tC1 � dl 4 450 620 690 • The loads in the table are based on the contra fang connection to the joist. • The forces include a 1.33 duration factor adjustment. CONTRACT WITH BAUMEISTER CONST. 2. ADDRESS 4632 NE 89TH STREET 3. 4. WATER DEPT. ADDRESS CITY PHONE CITY SEATTLE, WA 98115 PHONE ARCHITECT FLOW DESIGN STUDIOS. LLC ADDRESS 3515 NE 67TH AVE. CITY PORTLAND, OR 97213 PHONE 971-238-0911 NORTH SCALE:1/4"=V-0" PROJECT 12910 East Marginal Way ADDRESS: 12910 E. MARGINAL WAY CITY TUKWILA, WA TITLE: FIRE SPRINKLER PLAN NOR TECH NOR -TECH FIRE PROTECTION INC. DESIGNED: (DATE: D.F. 8/23/09 CONTRACT # 71409 20030 NE Novelty Hill Road -Box B REDMOND, WASHINGTON 98053 SHEET NO. 425-898-9111 FAX: 425-898-7772 LICENSE NO. NORTEFP051P6 FP -2 of 4 :)Wnrk1Ar tivw .Inhs12O(l9 1 F f j1arginallCFPD E-marginal.dwg, 2/24/2010 1:04:01 PM WATER FLOW INFORMATION: STATIC: 115 PSI RESIDUAL: 60 PSI FLOW: 3,000 GPM HYDRANT TEST ELEVATION: 55' PRESSURE ZONE:XXX FLOW AVAILABLE © 20 PSI, XXX GPM PITOT READING: ? TEST DATE: XXX TEST LOCATION: FIRE HYDRANT © THE SITE WATER DEPARTMENT JURISDICTION: TUKWILA WATER DISTRICT Wood Joist 7'-6' 1' 3-61/2 I 1" 3-7 2 I 0 0 • co rl- /0 / 4,-5" / • I 1/40 / 0 cu 90- HANGER LEGEND '.D V/2' NB -2 Headset Mounting Bracket and No Block Hanger \'`- Offset Hanger CPVC HA\ GES Headset Gyp. Board Ceiling ETA L 99 99 Composite Wood Joist NB -1 Headset Mounting Bracket and No Block Hanger Offset Hanger 7 Headset Gyp. Board Ceiling CPVC HANGE DETAIL "A" I~ _ 0 Ul CO• r / O/fl1/46i • rginal\CFPD E-marginal.dwg, 2/24/2010 1:08:42 PM 24'-2' o41 / �C) 4:12 4:12,, _ 44 0® 047 / TOP CHORD ATTACH A PIECE OF 2x6 x 1 FT. LONG TO TOP CHORD WITH (4) 16d (31/z) COMMON NAILS 3/8'x21/2' LAG SCREW TOLCO FIG. 907 OR 909 SWAY BRACE ATTACHMENT 1" SCH. 40 UP TO 7'-O" LONG 1 1/4' SCH. 40 UP TO 9'-0" LONG SPRINKLER MAIN TOLCO FIG. 1000 SWAY BRACE ATTACHMENT F.Q. BACI\G DETAIL FOR LONGITUDINAL • • Quo HANG BRANCH LINES 12" BELOW BOTTOM OF THE INSULATION TYP. 1' 7-10 1' 7-10 HANG BRANCH LINES 12" BELOW BOTTOM OF THE INSULATION TYP. 1' � 1' 7-1 7-1 LOWER MOST HYDRAULICALLY REMOTE AREA 1,810 SQ. FT. WET PIPE SYSTEM REMOTE AREA HAS BEEN INCREASED FOR SLOPPED CEILING PER NFPA 13 DENSITY 0.10 GPM/SQ. FT. WITH RESIDENTIAL SPRINKLERS 0 1' 7-1 e� 1' 7-1 27 e7' 7-1 4:12 7-1 OPEN WEB, WOOD TRUSSES AT 24" 0.C. LOWER ROOF I HIGHER ROOF PER OWNER, THIS IS A HEATED ATTIC (INSULATION INSTALLED AT ROOF) OWNER TO PROVIDE ADEQUATE HEAT (50°F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. WATER FLOW INFORMATION: STATIC: 115 PSI RESIDUAL: 60 PSI FLOW: 3,000 GPM HYDRANT TEST ELEVATION: 55' PRESSURE ZONE:XXX FLOW AVAILABLE © 20 PSI, XXX GPM PITOT READING: ? TEST DATE: XXX TEST LOCATION: HYDRANT NEAR THE SITE WATER DEPARTMENT JURISDICTION: TUKWILA WATER HANGER LEGEND STANDARD SYMBOLS O/ 0 A -L01 1' DRAIN VALVE WITH AUX. DRAIN SIGN II GRADE FINISH FL i AUXILIARY DRAIN IDET4IL DISCHARGE TO FLOOR DRAIN 3-11 ATTIC GENERAL NOTES: Roof 34. SIDE BEAM BRACKET 34 A.T.R. 200' Uprlgh Ring Hanger 4"--- Line Pipe LINE HANGER DETAIL 1. Attic space is designed for wet pipe system and to deliver 0.10 G.P.M. (density) over the most remote 1,950 sq. ft. with head spacing at a max. of 120 sq. f. using 1/2" quick response upright heads. 2. Installation to conform with NFPA #13 & Tukwila Fire dept. 3. All material to be new and U.L. listed. 4. All welding to conform w/ AWS D10.9 & to be performed in the shop. 5. Use BLT pipe for lines & Dyna—Flow for mains. 6. All screwed fittings to be cast iron (black), class 125. N Cr CU 4:12 21/2'0 - 22-4.. t i o 1' -- .. 11/4@ a 11/4' 7-10 3-11 e' 3-11 0 1' RIDGE (HIGH 7-10 WET SYSTEM WITH STEEL PIPE AND UPRIGHT SPRINKLERS. 1' 7-10 e7, 1' 7-10 0 3-11 4:12 14 13 7110 f e 7-10 OPEN WEB, WOOD TRUSSES AT 24" 0.C. BOTTOM CHORD 2x6, TOP CHORD 2x4 1 1 /0 7-10 / 0 7-10 / 0 0 i) 0 0 The system area of operation has been increased by 30% . The ceiling slope exceeds 2:12 pitch 11/4' 0 1' 0 1' 0 G=7 3-11 7-10 ALL CROSS MAINS ARE ATTACHED TO THE BOTTOM CHORD Roof Sprinkler Plan 1/4"=11-/1I SPRINKLER HEAD SYMBOLS NORTH 7-10 Hydraulic Calculations Nameplate (Attic West) This system as shown on Nor -Tech Fire Protection Print no. FP -4 of 4 Dated Feb. 24, 2010 For 12910 E. Marginal Way (mixed use) At Tukwila, WA- Contract no. 71409 Is designed to discharge at a rate of 0.10 gpm/sf. of floor area over a maximum area of 1,950 sq. ft. when supplied with water at a rate of 478.3 gpm at 69.0 psi at the base of the riser. Hose allowance of 00 gpm is included in the above. Occupancy Classification: Light Hazard MK DATE BY 0 REVISIONS - LOCATE BY GRID COORDINATES SPRINKLER LINE OR MAIN PIPE STRAP(SHORT) 2x4 NAILED TO TRUSS MAIN HANGER DETAIL- PERPENDICULAR TO TRUSSES ROOF PIPE STRAP(SHORT) CROSS MAIN��, "^-�>I Baa 2x6 or 2x4 XI 21/2" LAG SCREW ROOF TRUSS Two 16d 031/2") common nails MAIN HANGER DETAIL PARALLEL TO TRUSSES LATERAL E.Q. BRACINGS NOT REQUIRED FOR FORCES PARALLEL OR PERPENDICULAR TO 1. 4" x 6" x 12" plywood each side of TJI ®web 2. No. 6 x 2" long (minimum) drywall screw (6 each side) 3. kosher 4. Swivel sway brace Fitting (TOLCO Figure cl80) 5. 2" x 3" bolt T I -- LO TJI JOISTS "x3" BOLT, NUT, WASHER $ FIG. 980 SWIVEL SWAY BRACE FITTING FIG. q80 NO—THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE ALLOWABLE HORIZONTAL SEISI"IIC FORCES (lbs) ANGLE TO VERTICAL ( a ) 30° 45° 60° 450 620 6q0 * The loads in the table are based on the controlling connection to the joist. * The forces include a 1.33 duration factor adjustment. FIELD INSPECTION BY PHONE SPRINKLERS VIKING SPRINKLER- QUICK RESPONSE SYMB. 0 MODEL VK300 PART # 06661B THREAD 1/22 „K„ FINISH 5.6 BRASS ESCUTCH. N/A TYPE UPR. DEGREE 200' QTY. 42 TOTAL SPRINKLERS THIS DRAWING 42 J 1. TUKWILA FIRE DEPT. 206-575-4404 CONTRACT WITH BAUMEISTER CONST. A ✓�. A 2. 3. 4. WATER DEPT. ADDRESS CITY PHONE ADDRESS 4632 NE 89TH STREET CITY SEATTLE, WA 98115 PHONE ARCHITECT FLOW DESIGN STUDIOS. LLC ADDRESS 3515 NE 67TH AVE. CITY PORTLAND, OR 97213 PHONE 971-238-0911 NORTH SCALE:/4"=1'-0" PROJECT 12910 East Marginal Way ADDRESS: 12910 E. MARGINAL WAY CITY TUKWILA, WA TITLE: ATTIC FIRE SPRINKLER PLAN NOR -TECH FIRE PROTECTION INC. DESIGNED: D.F. DATE FEB 24, 10 20030 NE Novelty Hill Road—Box B REDMOND, WASHINGTON 98053 425-898-9111 FAX: 425-898-7772 LICENSE NO. NORTEFP051P6 FP -4 of 4 71 CONT409RACT # SHEET NO.