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Home My WebLink AboutPP - 13530 53RD AVE S - ANGOLKAR 4 SMILES ORTHODONTI - PERMITS AND PLANS13530 53RD AVE S ASSOCIATED PERMITS D10-332 D09-110 M10-180 11-F-027 11-S-054 10-S-210 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax Not0 cO – �! Site Address: I2 —� ��' Suite Number: Floor: Tenant Name: i New Tenant? (Yes ❑ - No Property Owner's Name: P , L. LC, Mailing Address: t c 7T L3Gj £ _L6 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Company Name: f Mailing Address: f t�L Day Telephon : 2 fi ' t'.06 E-mail AddressC%1 R(` .( i - b' / .0 Fax Number: Valuation of Project (contractor's bid price): 71 Scope of Work (please provide detailed information):) T. c pt" Privtoi 11, ID ( 4 TD �I -.i « PERMIT APPLICATION NOTES Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R OR A ORIZED AGEN Signature: Print Name Plan Permit App.doc 5/14/10 Date: (1 ay Telephone: 2 �' 2;c -92,-112)n TFD FP Form 8 r SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, \VA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: CC:.n3oO" C:03E5 Site Address: t SaPPC) A6.V e Suite Number: Floor: Tenant Name: tP4 r�'�1=E .�t��L.. � L New Tenant? El - Yes ❑ - No Property Owner's Name: P FLA. Mailing Address:11 t T14 FL- i Le Y L I , 6-14 91500a, City State Zip CONTACT PERSON -if there are questions about the submittal. Name:c%G✓' +FFNAXP+ Company Name: Day Telephone.G�✓2 `,' GA -toe --111,1c. Mailing Address: P - tL+ Fr. f ' biC.� t NL-* , GI City tate Zi E-mail Address:Cii1P. 41.- '( . C(`7 ..4 Fax Number ' .11P ICv 41111111111111111/111111111111111111111111111111111.1111111111111116 Valuation of Project (contractor's bid price): $��. Scope of Work (please provide detailed information): PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signa _ 1 Print Name tb4'n t I Plan Permit App.doc Date: crl • a Day Telephone: ' OS3.11 2 5/14/10 TFD FP Fonn 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Angolkar4smiles 13530 53rd Ave S Permit No.: 11-S-054 Date: March 15, 2011 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 less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 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. • Comply with ASCE 7-05, section 13.5.6.2.2. • 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 20 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 Toss 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, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: DRA Professional Center 13530 53rd Ave S Permit No.: 10-S-210 Date: September 28, 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 less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 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. • Comply with ASCE 7-05, section 13.5.6.2.2. • 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 Toss 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, 2010 Edition. CORRECTION NOTICE/REINSPECTION FEE 6-"I'(/``'' Inspector: k\.. Permit number: D 01 - //e TUKWILA FIRE DEPARTMENT/FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, Wa. 98188 Office: 206-575-4407 Fax: 206-575-4439 Business Name: Type of Inspection: Location / odress: �3 p 5 Date : /6/6/// Contact Person : pR - P64, -S Phone No. : ACTION REQUIRED : 1.EilZ S o ke, e le( ' sk4- - pR - P64, -S . (1)) -bb Ski- 0 (PS „./ c le ..) ra,w, ; o- 4`ce 3 . s" si'orfiz ow CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : /U ( / ! 1 FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A C MIN L CITATION/TICKET. Signature: Billin Wm ailing Address : Attn: Company Name: Address: City: State: Zip: El El A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 3/26/10 T.F.D. Form F.P. 100 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit (also) y4 CITY OF TUKWILA FIRE DEPARTMENT `✓►IO (da 41— 27 0/0 - 3) 2. Oof -I/O PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: D - U r u .( eS5 ca,,, et . Type of Ins ection: , Address: / 3S3 0 Suite #: .S r° e S Contact pi) Special Instructions: 1J Phone No.: 1 -Approved per applicable codes. Corrections required prior to approval. �MN�ENTS: Sprinklers: Y Fire Alarm: r Hood & Duct: 1J Monitor: .F p 1 Pre -Fire: N Permits: Occupancy Type: l . $ j4 ? Solo Ii,n) &ie -L) SA Ott 4 (er p/147vc - .2_ sI nt.i- t,3 P ' •, .) wwQ.4-.Q,Jf Sr✓4 ^—O CC(r� dit v rJ /4)(. ,ti 0 Pip!, 3 Str° 6tS IIS i d. - OK /-l) 6 b eJ<t, i -S 72 s 4'e_J (4 — Te6 k p/.0(/ c sc ,42x1 l e LA) , 4-c-- ----r q- Needs Shift Inspection: Y Sprinklers: Y Fire Alarm: r Hood & Duct: 1J Monitor: .F p 1 Pre -Fire: N Permits: Occupancy Type: Inspector: M,.\CA,5-?___ Date: lb/,6 // i Hrs.: (9— $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:� � 5O 'C� 2 1 � 5'1 es TypcJe o Inspection: t Address: / 3 5 30 Suite #: ,5- 3 Avg S' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: S P ?xl 111-c. — oK (ap Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Ag Date: 0-23//t Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I 1-.5-- 054/ - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: A,(-\ 3 okkcr 4 Svv' Iles Type of Inspection: ¥- 4 y Ckkr c - Address: Suite #: 13536- 53 (2SAN S. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C1) j�c a d 6k Z''1 t l c mac\ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: FM 51 Date: S l Z3l \\ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DA) —33z -Z /f rosy Tz' /o-5- 2/o t•,•.e 6o1 -//D ewe PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �Q� Sprinklers: Type of Insp ction: fry eaves - te,nceicdeeR c4.064, --c) 54 Address: /3,—, Suite #: ,ifue Contact Person: Special Instructions: Occupancy Type: Phone No.: Tic Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: ?CV k,� cover 04_ t.,.,46". D ,s4.44,, , « otre, fwdM y f Permits: Occupancy Type: 44 frit -if A ' 1/ (0044P r�42-0( 41.1".444.1/ d ✓o py 4 (mac adebot / hdYo 14e0/4 - 6551-iL.GL .', -t lc* c tct,r Gg-b/ wieve_ (0,6 J 4 Two VrAtaed Ile -4-w) B rat tv.o, 72.f `A,\*.4-6' r`" q`r - 6kW t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: InspectorN2 , _ AJt,____ c Sh Date: lr-i,h( Hrs.: b0 $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 Pt - 1)o1-110 -Ce'rc Ao-5- z(a -Co•nz /1- 5-05-y-7' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �� 3/ l (t i ► ok- ,� i4-,3 In 13114 cvf-t� Type f In pection: / c Jit 0 P(AAL Cove'✓ Address: » 1 -35 30 Suite #: 53 t& A-ts,5 Contact Person: C'_�'-.-<4t,4.•" Special Instructions: Occupancy Type: Phone No.: ZS, -606- 5-1-0 5 5��lrtX/4£ 1V1Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4JJyd a- h (err -e - A -til c7 (,,,c i ( o 4— 3/ l (t i ► ok- ,� i4-,3 In 13114 cvf-t� Z'37/5i /ors— /410/0) P-wA .1zis-f i Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Low ©vi tLi ,l -- 47 kola !id G�a`fv1 ; --21,.4 �(aor 0I;dfr-, -'oo ) 1 4 I oo�r i&o. r ik \ ;k5 po-Pi45 QKc �/D,4 / by., -� - �1&5e wA(-v/,-1— 0 k(_- / h/C.C9 c& 0 ukf-,- i� Fi i7 . Lep v \ ?ern j n ," e° V)p✓5t -4-- LAne\l� '[' _ 64A, below wQ c f- s k&x ..est. P&c — ,,, 1 > 2i d v P5 2,0( f-fi dr© — BGG , ,3 Co , (J J fr,`ty / 4 -- IQeed 4%) re �ovt. of 5 l -r c„ c i-i.v.5 ba •Poac cb-vO-r o l JaQ Jo_ a-. E f oo t Pvc P)pe_ - rk Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: rwV S- i Fwt sz Date: 3I u2k Hrs.: Z, 9 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 TUKWIL.A FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206- 575-4439 E-mail: tulcfdprv@ci.tulcwila.wa.us CONTRACTORS MATERIAL AND TEST CERTL IC2 LTE Fly ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of te: t will result in termination of the testing and additional fees will be assessed. Contractor is gyres possible for supplying manpower for Final Acceptance Test with two-way communications. Permit # 1 1- F -o Property Address 13,530 S'3 ez /\0 e - City Tukwila Zip Code 98 CaQj Name of Facility Occupied as M eD icAL / peM 1 L- 6Pr LS Owner or Representative f AS A rl G oz., KA lc Phone # Zo6 Installing Company Installing Contractor's Address 1 36 Gr t c 4kt. City -k.. 7 Phone # gas- MO 9600 Installer's Name (PRINT) S ttan A Oig" Date Suite I License and/or Certificate S -0 -or -02(24r General Contractor Electrical Contractor FACP Equipment Manufacturer S Model # SISciS This system has been led, pre -tested and operates in accordance with the standards Listed below and was inspected by On (date) ' - 21-1 \ and includes the devices listed on back. Circall that apply: / NFPA 72, Chapte'W 'a V). , d/or IFC SEC 907 T NFPA 70, National Electrical Code, Article 7 0 ' /6 Manufacturer's Instructions Manufacturer's Instruction Other (specify) ✓ Tukwila City Ordinance Numbers 2050, 2051 UL Central S System is monitored by gce, pre+r-CA401/\, .1-6C SIGNED � ` �! Date 9Qj-( 1 System Firmware: Installed version 1 6' 2 Checksum Date ?" z$ -1 Initial program -� Installation Revisions and Reasons Programmed by TO 39dd Date / -211t-1 c V? 3�II� d�IMJilll 6EVb9L9910Z O9:ZT 9002/TT/PO EQUTPiV ENT INSTALLED AND TESTED: Control Panel 1 of 1 Manual Station Jof / Smoke Detectors _lay. of XQ. Heat Detectors —of Duct Detectors (v of A/V Devices Z . of 7^e' Audio Devices i' of Visual Devices .11, of lam, Auto Door Release -'-M Trouble Indictors \ of\ Batteries Readings Battery a(n 1 Make/Model 5 (L. 5 Make/Model C 1C Q t9 61 Make/Model 5 S Sac, I �C Make/Model Make/Model Sy 5-4- Make/Model St/TA-Cy-- Make/Model '=iik t/ -Cy--Make/Modelik mrd Make/Model l l t Make/Model Make/Model ,n.'/S-8 Full Load a y , (D Charge tai) . a Generator of Make/Model HVAC Controls 3of-6 Make/Model Sy c.M Fire Alarm Dialer k of ( Make/Model % (N.-1,-:;:itAn7 Monitored by Annunciator -- of Make/Model '---- 5( Sprinkler System. (Fire Alarm connections only) Water Flow Sw. j of Make/Model '.r _ Valve Tamper Sw. of (' Make/Model -tom PW i fof 1 Malce/Model Elec. Alarm Bell —of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? YesNo Test of alarm System one e .� atisfactory? Yes %( No Test Witnessed by Title c't D ite Comments: t-fS Go e 0Lr ,eddies\Contractors Material & Test Certificate Revised: 10/28/04 Z0 3Jdd 3dId ti1IM>1fll FD FP Form #110 6£bb5L590Z 09:ZT 500E/TT/b0 WASHINGTON SURVEYING & RATING BUREAU 2101 4th Avenue Suite 300 Seattle, WA 98121 P 206.217.9772 F 206.217.9329 www.wsrb.com Underwriting Information, Filings & Property Loss Costs .1 Jose A. Buitrago Senior Field Representative/ Plan Review jose.buitrago@wsrb.com 206.273.7157 February 23, 2011 PLAN SHEETS 1-3 of 3 SUBJECT Angolkar4Smiles - DRA Professional Center T. I. 13530 — 53`d Avenue S. Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinldered risk: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow tests generated by computer model are not acceptable for fire insurance rating purposes. Provide flow test conducted within the last 5 years. 2. The design of .15/1,500 is acceptable. 3. Hydraulic Calculations does not include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB plus the 250 gpm (ordinary hazard occupancy) for outside hose allowance as required by NFPA 13. 4. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 5. Hangers should be installed according to UL listing and as specified by NFPA 13. 6. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, combustible blind and roof spaces, and to roof skylights. Serving the Property and Casualty Insurance Industry Since 1911 WASHINGTON SURVEYING & RATING BUREAU 2101 4th Avenue Suite 300 Seattle, WA 98121 P 206.217.9772 F 206.217.9329 www.wsrb.com Underwriting Information, Filings & Property Loss Costs Jose A. Buitrago Senior Field Representative/ Plan Review iose.buitrago@wsrb.com 206.273.7157 September 20, 2010 PLAN SHEETS 1-3 of 3 SUBJECT DRA Professional Center 13530 — 53rd Avenue S. Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow tests generated by computer model are not acceptable for fire insurance rating purposes. Provide flow test conducted within the last 5 years. 2. The design of .15/1,500 is acceptable. 3. Hydraulic Calculations does not include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB plus the 250 gpm (ordinary hazard occupancy) for outside hose allowance as required by NFPA 13. 4. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 5. Hangers should be installed according to UL listing and as specified by NFPA 13. 6. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, combustible blind and roof spaces, and to roof skylights. Serving the Property and Casualty,j'nsigaree,'RsirtQAtninS ct,f,t? cf1 • { �^Y :`-.. � lei ,�k tititYJi'`✓• INDEX • HYDRAULIC CALCULATIONS • REMOTE AREA #1 - LEVEL 3 • REMOTE AREA #2 - LEVEL 1 • EARTHQUAKE CALCULATIONS • HEADS 1. VIKING VK300 QR BRASS UPRIGHT 200 DEG. K=5.6 Q.R. 2. VIKING VK302 QR WHITE PENDENT 155 DEG. K=5.6 Q.R. 3. VIKING VK305 QR BRASS HORIZONTAL SIDEWALL K=5.6 155 DEG. Q.R. 4. VIKING VK176 QR CHROME DRY TYPE PENDENT K=5.6 155 DEG. Q.R. 5. VIKING VK178 QR CHROME DRY TYPE HORIZONTAL SIDEWALL K=5.6 Q.R. 6. VIKING SPRINKLER HEAD CABINET • DEVICES 7. WILKINS 350DA BACKFLOW ASSEMBLY 8. VICTAULIC WALL MOUNT POST INDICATOR VALVE 9. TYCO MOD 513 RISER MANIFOLD FLOOR CONTROL 10. TYCO BUTTERFLY BALL VALVE WITH TAMPER SWITCH 11. TYCO GROOVED SWING CHECK VALVE 12. POTTER WATER FLOW ALARM SWITCH 13. POTTER ELECTRIC 24 VOLT ALARM BELL • PIPE, FITTINGS & HANGERS 14. ALLIED DYNA-FLOW PIPING 15. ALLIED SHC. 40 PIPING 16. GROOVED FITTINGS (VICTAULIC FITTINGS AND COUPLINGS) 17. THREADED FITTINGS (STAR D.I. FITTINGS) 18. HANGERS (TOLCO FIG. 2, FIG.99, UNI -STRUT CHANNEL, FIG. 68, FIG. 69) 19. EARTH QUAKE BRACEING (TOLCO FIG. 909, FIG. 907, FIG. 1000) SUPPLIER INFORMATION Viking Supply Net (253) 872-8444 Ferguson Fire & Fab. Renton, WA. (866) 507-5758 _ _ _ Fire Protection by Computer Design SPRINX FIRE PROTECTION, INC. 5114 PT. FOSDICK DR NW #E PMB-42 GIG HARBOR, WA 98335 253-853-7780 Job Name : DRA PROF. BLDG - RA#1 Building : FP -3.0 Location : 13530 53RD AVE S, TUKWILA WA 98168 System : AREA #1 Contract : 20749 Data File : DRA-SPRINKLER AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG RA#1 Page 1 Date 2/18/11 HYDRAULIC CALCULATIONS for Project name: DRA PROF. BLDG - RA#1 Location: 13530 53RD AVE S, TUKWILA WA 98168 Drawing no: FP -3.0 Date: 2/21/11 Design Remote area number: AREA #1 Remote area location: LEVEL 3 Occupancy classification: OFFICE LIGHT HAZARD Density: .15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: QR BRASS UPRIGHTS No. of sprinklers calculated: 14 In -rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 535.319 - GPW 96.5245 - Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 2009 Location: INTERURBAN & 53RD AVE S, TUKWILA Source: MIKE QUSECK -TUKWILA W.D. Name of contractor: SPRINX FIRE PROTECTION, INC. Address: 5114 PT. FOSDICK DR NW #E / PMB-42 / GIG HARBOR, WA 98335 Phone number: 253-853-7780 Name of designer: JOSEPH FAULKNER Authority having jurisdiction: CITY OF TUKWILA Notes: (Include peaking information or gridded systems here.) CALCULATED PER ORDINARY HAZARD GP1- PER CITY OF TUKWILA REQUIREMENTS Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) a cQ co ao City Water Supply: Demand: 01 - Static Pressure : 120 D1 - Elevation : 19.490 C2 - Residual Pressure: 20 D2 - System Flow : 285.319 C2 - Residual Flow : 6300 D2 - System Pressure : 96.524 Hose Demand) : 250 D3 - System Demand : 535.319 Safety Margin : 22.430 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA1.85) N U • U 0 0 0 0 0 lf) d- M •-•v- r- r-- 0 0 N .- r- c1 Q 0 0 0 0 0 0 0 0 0 0 .- O) CO N. (0 10 d M W cn (/) D W W 0 0 N .- Flow Diagram SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 3 Date 2/18/11 7 I 285.3 4. 22.8 6 -> 26 -> 25 22.8 I 184.1 22.1 5 -> 17 -> 16 22.1 I 86.2 43.3 21.7 29 -> 33 -> 35 -.+ 34 21.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary O N 0 0 d' N 0 CO 0 10 CO• CO N ro U z z OIT w O w a. J w m ce O�Z Z a. _°'i • C2g ct cn 0 ii a MN 0 CO .- .-- 0 0 V- C) '- O O to r O O v) o r- 0 <r <-- 0) 0 0 0 0 d' 00 03 0 0 '0 OM ht" -00 ,- I' O NN (.0(000 O) N 0 r -N 10(000 N CO )[) M M d. M .-- M avt oo10 M M r Cl <- N U1 11, 0) r N N CO N O i UCO N �O 4) O CV �-� NNCO� O U O tLCD j .O 0 u) > m 0co -�oo O O coU O c -0 •O Q).s2 c ro V Q o� ��") 03O*� a) r, 00 �> c1 � S u N"?03 O0— 0d' VCS> v•�Z 1`-. CD Or. - fie- O 0 T7 •5 ro'D O LL GE a 0 CT u_ a) Q. c c , V ro 0 ) 0 0 . . . o 0 )n y ri co co 0) Cn O C O _C � ca 0 -.' to U ` Q) t U o� 2oc000 N -c ,c,- 1 �(n 0 0 a) 0 0 O O C s E ro O M 0 00 0 X C a -v •- ro CC LL ro 0p•D v al N O O s al 01 CD v- CD ro Y 0= +� ON NO)n00 N aU) L. O T. m c N DU.. CO E N 0 43 c c 0 O' a O U •V O N p) O <t O O p) N TO -0 C sr- m a) as O iLOMOOL.. LLD Q. n O (0.1-65>a) > 0 rtO OC 1:1:7: OO c 0) N U N .k • (U O 0w� H oo a c`U �(" —'o�u) 2 cx, > c p c 07> OLr- O p ti -3 "2 ml c Nm�00 QOU O Us ) fn as 0ei: 0) LL �C t p O fn C O O 4- S _ �_ U UQ U U C= -Fd �, m0)M 0C�rn o mo CI) CO c _ O CO (n _ N N Q QQ QQW a) c E C �U-' C CA— N >,�..; t- o.. a_ 3a_a 1-- c D c X c o 1-- u_ LL 0u.0 oo - ZZIizZrnrn� O N= C N N_cD O LL. ro0 ELL Etr)3vii ili��Qm 0 N m o a : U O Cr 4_ =p eWL0t->X cJa.a_ zw 0 u,as Y. Pressure / Flow Summary - STANDARD SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 5 Date 2/18/11 Node Elevation K -Fact Pt No. Actual a Pn Flow Density Area Press Actual Req. 1 45.0 5.6 10.33 na 18.0 0.15 120 7.0 2 45.0 11.56 na 3 47.0 11.64 na 4 45.0 13.47 na 5 45.0 16.6 na 6 45.0 17.73 na 7 45.0 24.48 na 8 38.0 . 33.68 na 10 26.0 49.19 na 11 14.0 63.51 na 12 10.0 75.3 na TOR 10.0 86.19 na BOR 2.5 93.76 na TEST 0.0 96.52 na 250.0 13 45.0 5.6 10.94 na 18.52 0.15 120 7.0 14 45.0 5.6 11.83 na 19.26 0.15 120 7.0 15 45.0 5.6 12.76 na 20.0 0.15 120 7.0 16 45.0 5.6 15.58 na 22.1 0.15 120 7.0 17 45.0 16.44 na 18 45.0 5.6 11.05 na 18.62 0 1 120 7.0 19 45.0 12.36 na 20 45.0 13.36 na 21 45.0 14.39 na 22 45.0 5.6 11.7 na 19.16 0.15 120 7.0 23 45.0 5.6 12.65 na 19.92 0.15 120 7.0 ` 24 45.0 5.6 13.63 na 20.68 0 1 120 7.0 25 45.0 5.6 16.63 na 22.84 0.15 120 7.0 26 45.0 17.55 na 27 45.0 5.6 14.67 na 21.45 0.15 120 7.0 28 45.0 15.46 na 29 45.0 16.46 na 30 45.0 5.6 14.72 na 21.49 0.15 120 7.0 31 - 45.0 15.07 na 32 45.0 5.6 14.91 na 21.62 0.15 120 7.0 33 45.0 15.72 na 34 45.0 5.6 14.96 na 21.66 0.15 120 7.0 35 45.0 15.32 na The maximum velocity is 15.95 and it occurs in the pipe between nodes 6 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 6 Date 2/18/11 • Hyd. Ref. Point Qa Qt Dia. 1101 Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn ******* Notes ****** 1 18.00 1.049 1E to 120.0 2 18.0 0.1070 2.0 0.0 0.0 9.500 2.000 11.500 2 to 3 3 to 4 4 to 5 18.52 1.38 0.0 120.0 0.0 36.52 0.1043 0.0 9.000 0.0 9.000 10.332 0.0 1.231 K Factor = 5.60 Vel = 6.68 11.563 -0.866 0.939 Vel = 7.83 19.27 1.61 120.0 55.79 0.1078 20.00 1.61 120.0 75.79 0.1899 0.0 0.0 0.0 1T 8.0 0.0 0.0 9.000 0.0 9.000 11.636 0.866 0.970 Vel = 8.79 5 108.32 2.703 to 120.0 6 184.11 0.0787 0.0 0.0 0.0 8.490 8.000 16.490 13.472 0.0 3.132 Vel = 11.94 14.250 0.0 14.250 16.604 0.0 1.122 Vel = 10.29 6 101.21 • to 7 285.32 2.703 120.0, 0.1770 1T 18.651 0.0 0.0 19.520 18.651 38.171 17.726 0.0 6.755 7 0.0 to 8 285.32 2.703 120.0 0.1770 8 0.0 to 10 285.32 2.703 120.0 0.1770 1B 10.88 1 Fsp 0.0 0.0 1T 18.651 2E 18.651 0.0 7.000 10.880 17.880 Vel = 15.95 24.481 6.032 3.164 * Fixed Toss = 3 Vel = 15.95 21.000 37.302 58.302 33.677 5.197 10.319 Vel = 15.95 10 0.0 to 11 285.32 2.703 120.0 0.1770 1T 18.651 2E 18.651 0.0 14.250 37.302 51.552 49.193 5.197 9.124 Vel = 15.95 11 0.0 2.703 to 120.0 12 285.32 0.1770 2X 33.571 1V 6.683 0.0 16.560 40.254 56.814 63.514 1.732 10.055 Vel = 15.95 12 0.0 to TOR 285.32 2.703 120.0 0.1770 3V 20.049 0.0 0.0 41.460 20.049 61.509 75.301 0.0 10.886 Vel = 15.95 TOR • to BOR BOR to TEST 0.0 285.32 0.0 285.32 250.00 535.32 4.31 120.0 0.0183 4.1 140.0 0.0175 2X 44.598 1Zic 0.0 0.0 8.750 44.598 53.348 86.187 6.601 0.974 * Fixed Toss = 3.353 Vel = 6.27 2E 1G 1T 29.067 2.907 29.067 35.000 61.041 96.041 93.762 1.083 1.679 Vel = 6.93 96.524 Qa = 250.00 K Factor = 54.49 13 to 2 18.52 18.52 1.049 120.0 0.1129 1T 5.0 0.0 0.0 0.500 5.000 5.500 10.942 0.0 0.621 K Factor = 5.60 Vel = 6.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 7 Date 2/18/11 Hyd. Ref. Point Qa Dia. Qt Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn ******* Notes ****** 0.0 18.52 11.563 K Factor = 5.45 14 19.26 1.049 1T 5.0 0.500 to 120.0 0.0 5.000 3 19.26 0.1215 0.0 5.500 0.0 19.26 11.834 -0.866 0.668 K Factor = 5.60 Vel = 7.15 11.636 K Factor = 5.65 15 20.00 1.049 1T 5.0 0.500 12.756 to 120.0 0.0 5.000 0.0 4 20.0 0.1302 0.0 5.500 0.716 K Factor = 5.60 Vel = 7.42 0.0 20.00 13.472 K Factor = 5.45 16 22.10 1.049 1T 5.0 0.500 15.578 to 120.0 0.0 5.000 0.0 17 22.1 0.1565 0.0 5.500 0.861 • 17 0.0 1.61 1T 8.0 0.510 16.439 to 120.0 0.0 8.000 0.0 5 22.1 0.0194 0.0 8.510 0.165 0.0 22.10 K Factor = 5.60 Vel = 8.20 Vel = 3.48 16.604 K Factor = 5.42 18 18.62 1.049 1E 2.0 9.500 11.052 to 120.0 0.0 2.000 0.0 19 18.62 0.1139 0.0 11.500 1.310 K Factor = 5.60 Vel = 6.91 19 19.15 1.38 0.0 9.000 12.362 to 120.0 0.0 0.0 0.0 20 37.77 0.1110 0.0 9.000 0.999 Vel = 8.10 20 19.92 1.61 0.0 9.000 13.361 to 120.0 0.0 0.0 0.0 21 57.69 0.1147 0.0 9.000 1.032 Vel = 9.09 21 20.68 1.61 1T 8.0 8.490 14.393 to 120.0 0.0 8.000 0.0 6 78.37 0.2021 0.0 16.490 3.333 0.0 78.37 Vel = 12.35 17.726 K Factor = 18.61 22 19.16 1.049 1T 5.0 0.500 11.701 to 120.0 0.0 5.000 0.0 • 19 19.16 0.1202 0.0 5.500 0.661 K Factor = 5.60 Vel = 7.11 0.0 19.16 12.362 K Factor = 5.45 23 19.92 1.049 1T 5.0 0.500 12.651 to 120.0 0.0 5.000 0.0 20 19.92 0.1291 0.0 5.500 0.710 K Factor = 5.60 Vel = 7.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 8 Date 2/18/11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** 0.0 19.92 13.361 K Factor = 5.45 24 20.68 1.049 1T 5.0 0.500 13.632 to 120.0 0.0 5.000 0.0 21 20.68 0.1384 0.0 5.500 0.761 K Factor = 5.60 Vel = 7.68 0.0 20.68 14.393 K Factor = 5.45 25 22.84 1.049 1T 5.0 0.500 16.635 to 120.0 0.0 5.000 0.0 26 22.84 0.1664 0.0 5.500 0.915 26 0.0 1.61 1T 8.0 0.510 17.550 to 120.0 0.0 8.000 0.0 6 22.84 0.0207 0.0 8.510 0.176 K Factor = 5.60 Vel = 8.48 Vel = 3.60 0.0 22.84 17.726 27 21.45 1.049 1T 5.0 0.380 14.668 to 120.0 0.0 5.000 0.0 28 21.45 0.1481 0.0 5.380 0.797 28 21.48 1.61 1T 8.0 7.010 15.465 to 120.0 0.0 8.000 0.0 29 42.93 0.0664 0.0 15.010 0.996 K Factor = 5.42 K Factor = 5.60 Vel = 7.96 Vel = 6.77 29 43.29 2.729 0.0 7.740 16.461 to 120.0 0.0 0.0 0.0 5 86.22 0.0185 0.0 7.740 0.143 Vel = 4.73 0.0 86.22 16.604 K Factor = 21.16 30 21.49 1.049 1E 2.0 0.380 14.720 to 120.0 0.0 2.000 0.0 31 21.49 0.1487 0.0 2.380 0.354 K Factor = 5.60 Vel = 7.98 31 0.0 1.38 0.0 10.000 15.074 to 120.0 0.0 0.0 0.0 28 21.49 0.0391 0.0 10.000 0.391 Vel = 4.61 0.0 21.49 15.465 K Factor = 5.46 32 21.62 1.049 1T 5.0 0.380 14.912 to 120.0 0.0 5.000 0.0 33 21.62 0.1504 0.0 5.380 0.809 K Factor = 5.60 Vel = 8.03 33 21.67 1.61 1T 8.0 2.990 15.721 to 120.0 0.0 8.000 0.0 29 43.29 0.0673 0.0 10.990 0.740 Vel = 6.82 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 9 Date 2/18/11 • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "CH or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn • ******* Notes 43.29 16.461 K Factor = 10.67 34 21.66 1.049 1E 2.0 0.380 14.965 to 120.0 0.0 2.000 0.0 35 21.66 0.1508 0.0 2.380 0.359 K Factor = 5.60 Vel = 8.04 35 0.0 1.38 0.0 10.000 15.324 to 120.0 0.0 0.0 0.0 33 21.66 0.0397 0.0 10.000 0.397 Vel = 4.65 0.0 21.66 15.721 K Factor = 5.46 Computer Programs by Hydratec Inc. Route 111 Windham N.I-I. USA 03087 _ _ _ Fire Protection by Computer Design SPRINX FIRE PROTECTION, INC. 5114 PT. FOSDICK DR NW #E PMB-42 GIG HARBOR, WA 98335 253-853-7780 Job Name : DRA PROF BLDG L1- TI CALC RA#2 Building : FP -2.0 Location : 13530 53RD AVE S, TUKWILA WA 98168 System : AREA #2 Contract : 20749 Data File : DRA-AREA 2 1500.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SPRINX FIRE PROTECTION, INC. Page 1 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 HYDRAULIC CALCULATIONS for Project name: DRA PROF. BLDG - RA#2 Location: 13530 53RD AVE S, TUKWILA WA 98168 Drawing no: FP -2.0 Date: 2/21/11 Design Remote area number: AREA #2 Remote area location: LEVEL 1 Occupancy classification: OFFICE LIGHT HAZARD Density: .15 - Gpm/SqFt Area of application: 1500 - SgFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: QR BRASS UPRIGHTS No. of sprinklers calculated: 17 In -rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 580.9 - GPM @ 67.7 - Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 2009 Location: INTERURBAN & 53RD AVE S, TUKWILA Source: MIKE QUSECK -TUKWILA W.D. Name of contractor: SPRINX FIRE PROTECTION, INC. Address: 5114 PT. FOSDICK DR NW #E / PMB-42 / GIG HARBOR, WA 98335 Phone number: 253-853-7780 Name of designer: JOSEPH FAULKNER Authority having jurisdiction: CITY OF TUKWILA Notes: (Include peaking information or gridded systems here.) CALCULATED PER ORDINARY HAZARD GPI- PER CITY OF TUKWILA REQUIREMENTS Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) O N N N N cu 13 0 d 1- — 0 I- W -- J 0 CC CD a0 W"J W m I LL Xa Zd a CO 0 City Water Supply: Demand: 01 - Static Pressure : 120 D1 - Elevation : 9.528 C2 - Residual Pressure: 20 D2 - System Flow : 330.956 C2 - Residual Flow : 6300 D2 - System Pressure : 67.706 Hose (yDemand ) D3 - System Demand : 330.956 Safety Margin : 51.864 1.0 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA1.85) (4 0 • r- 0 CV.r C D. �........�........�... ...�........�........x........1........1.... n �,..s..�...� O O O � T T T O O 0 000000000 T T T 0) CO i- CO to I M N -t- a. CC W (A Co D CC W a. 0 Flow Diagram SPRINX FIRE PROTECTION, INC. Page 3 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 19.5 DP04- EQ01 • 19.5 60.5 103.3 227.3 331 331 36 4- 37 4- 38 4- 39 4- 56 4- 57 4- 40 4- 41 F- 11 4- 12 4- TORE- BOR- TEST 39.7 60.5 165.9 331 331 331 20.2 44 4- 37 20.E 45 4- 38 39.7 19.6 60.5 51 4- 52 4- 53 4-- 54 4- 41 39.9 103.7 20.3 55 4- 52 T 20.r 58 4- 53 39.9 19.7 61.4 46 4- 47 4- 48 4- 40 40.2 20.5 49 4- 47 T 21.? 60 4- 48 40.2 20.3 41.3 59 4- 60 4- 61 4- 62 4- 57 T 20.3 62.6 I 20.3 21 1 63 4- 61 T 41.3 21.11 64 4- 62 21.3 42.8 65 4- 66 4- 67 4- 56 T 21.3 1 21.3 21.0 68 4- 67 21.4 43.1 69 4- 70 4- 71 4- 72 4- 54 T 21.4 43.1 1 21.4 21.T 73 4- 71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary • N 0 N (O r r O CO 0 MA V CO N r r CO N O(O rr00 T- 0 a ro 0MA rr0 10 0 T- 0 "'I" 0v r0)O0 O O d (0(0 0 0 to �-- O f- 0 N- h- O N N CO CO 0 0 O) N 0 �- N (010 0 NCO T - 0 r r r r r MA CO M .'t0T-M 0 0 MA M M r N N In10 0 C)NNCON CO CV 1.- 1--0 NNCO N.-- O U = O^ C Eu. > L. o �U(nw fu 00o r-00 N o � ▪ U D (0 C-p— o to M > c ( a) Q a ac) `A.,LL N a) O I o N .5 4- r>°° oda' 03 cZ CD U U 43 r- (O 0 T- T- r ,— O O 'p 't (II U N LL lL d a) Q U d c c V o U to O (O to N r • O CO 00 N � U O 2 .-, d C a U @ C O _c L 00 m ( , N U o't 2 oc000 N - O 0 o 0 O -1-,„, al o)--,._ C J J 4-, C K- E (6 ate) N N 0) (6* L OM X 0 (0 0 0 X C� 4-, ._ 3 -O cd 0) LE i, 7 CD :6 a)t N (o co N c- N a y= c ON Cl)0MAaa 0 ca_ U) ,D a 3 0 E.°. ca N a coU L- c (_ a) O 0 o d n. o to U i oN o)ortoo a) (q a) -6° c` c 2_ (0 m m c -t -,U' c a)- (n-- al U N (n O o M*= C p 'a arLJ ▪ 0(000 L c LL. 0 a. C L O c .D N H ca a a) N N L. • c) +-�+ N a) iii H 00 -� ((3'c N `r ��(n 2 0 5c3moc > 0 > > .- 0 0 3 4- (v too>o c o U °' a`) E .. ii Q •v (� � .u)awu-.x cp cas U U (n C «)L CO a) Ci rn W e 0 o - () C > O M CO ._ M M Lii_ m 0 ,N .N Q O rr�rr_ (d C N J Q. 112 a.0. 3a4.aLLII-:2 = C Ind c -.- fa c o hi -=`=a) ac)x oU YLL2Y-Yoo C (7) LL (p ca .� N d v C 0 O Q (1. U 00Wli( 1->XN D O J LL CL Z W O UB) (0 Pressure / Flow Summary - STANDARD SPRINX FIRE PROTECTION, INC. Page 5 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 21.0 5.6 12.13 na 19.5 0.15 130 7.0 EQ01 22.0 11.82 na 36 22.0 5.6 12.13 na 19.5 0.15 130 7.0 37 22.0 13.68 na 38 22.0 14.65 na 39 22.0 17.44 na 56 22.0 17.47 na 57 22.0 17.65 na 40 22.0 17.75 na 41 22.0 18.18 na 11 14.0 37.8 na 12 10.0 42.25 na TOR 10.0 56.57 na BOR 2.5 64.41 na TEST 0.0 67.71 na 44 22.0 5.6 12.95 na 20.15 0.15 130 7.0 45 22.0 5.6 13.88 na 20.86 0.15 130 7.0 51 22.0 5.6 12.25 na 19.6 0.15 130 7.0 52 22.0 13.82 na 53 22.0 14.84 na 54 22.0 18.1 na 55 22.0 5.6 13.09 na 20.26 0.15 130 7.0 58 22.0 K =K @ EQ01 13.3 na 20.69 46 22.0 5.6 12.32 na 19.66 0.15 130 7.0 47 22.0 14.15 na ' 48 22.0 15.14 na 49 22.0 5.6 13.4 na 20.5 0.15 130 7.0 50 22.0 5.6 14.34 na 21.21 0.15 130 7.0 59 22.0 K = K @ EQ01 12.76 na 20.26 60 22.0 14.57 na 61 22.0 14.87 na 62 22.0 15.68 na 63 22.0 5.6 14.07 na 21.0 0.15 130 7.0 64 22.0 K = K @ EQ01 14.14 na 21.33 65 22.0 K = K @ EQ01 14.05 na 21.26 66 22.0 15.58 na 67 22.0 16.01 na 68 22.0 K = K @ EQ01 14.44 na 21.56 69 22.0 K = K @ EQ01 14.21 na 21.38 70 22.0 16.14 na 71 22.0 16.27 na 72 22.0 18.04 na 73 22.0 K = K @ EQ01 14.67 na 21.73 The maximum velocity is 18.5 and it occurs in the pipe between nodes 41 and 11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 6 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** DP01 19.50 1.049 0.0 1.000 12.125 to 120.0 0.0 0.0 -0.433 EQ01 19.5 0.1240 0.0 1.000 0.124 0.0 19.50 K Factor = 5.60 Vel = 7.24 11.816 K Factor = 5.67 36 19.50 1.049 1E 2.0 10.500 12.125 to 120.0 0.0 2.000 0.0 37 19.5 0.1242 0.0 12.500 1.553 K Factor = 5.60 Vel = 7.24 37 20.15 1.38 0.0 8.000 13.678 to 120.0 0.0 0.0 0.0 38 39.65 0.1214 0.0 8.000 0.971 Vel = 8.51 38 20.86 1.61 1T 8.0 10.300 14.649 to 120.0 1E 4.0 12.000 0.0 . 39 60.51 0.1252 0.0 22.300 2.793 Vel = 9.54 39 0.0 2.703 0.0 2.760 17.442 to 120.0 0.0 0.0 0.0 56 60.51 0.0101 0.0 2.760 0.028 Vel = 3.38 56 42.82 2.703 0.0 6.700 17.470 to 120.0 0.0 0.0 0.0 57 103.33 0.0270 0.0 6.700 0.181 Vel = 5.78 57 62.61 2.703 0.0 1.540 17.651 to 120.0 0.0 0.0 0.0 40 165.94 0.0649 0.0 1.540 0.100 Vel = 9.28 40 61.36 2.703 0.0 3.730 17.751 to 120.0 0.0 0.0 0.0 41 227.3 0.1164 0.0 3.730 0.434 Vel = 12.71 41 103.66 2.703 1V 6.683 22.100 18.185 to 120.0 1X 16.786 34.349 6.465 * Fixed Toss = 3 11 330.96 0.2329 1B 10.88 56.449 13.145 Vel = 18.50 1 Fsp 0.0 11 0.0 2.703 1V 6.683 5.000 37.795 to 120.0 0.0 6.683 1.732 12 330.96 0.2329 0.0 11.683 2.721 Vel = 18.50 12 0.0 2.703 3V 20.049 41.460 42.248 • to 120.0 0.0 20.049 0.0 TOR 330.96 0.2329 0.0 61.509 14.325 Vel = 18.50 TOR 0.0 4.31 2X 44.598 8.750 56.573 to 120.0 1Zic 0.0 44.598 6.559 BOR 330.96 0.0240 0.0 53.348 1.281 * Fixed Toss = 3.311 Vel = 7.28 BOR 0.0 4.1 2E 29.067 35.000 64.413 to 140.0 1G 2.907 61.041 1.083 TEST 330.96 0.0230 1T ' 29.067 96.041 2.210 Vel = 8.04 Computer Programs by I-lydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 7 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv . Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** 0.0 330.96 67.706 K Factor = 40.22 44 20.15 1.049 1T 5.0 0.500 to 120.0 0.0 5.000 37 20.15 0.1320 0.0 5.500 0.0 20.15 12.952 0.0 0.726 K Factor = 5.60 Vel = 7.48 13.678 K Factor = 5.45 45 20.86 1.049 1T 5.0 0.500 13.875 to 120.0 0.0 5.000 0.0 38 20.86 0.1407 0.0 5.500 0.774 K Factor = 5.60 Vel = 7.74 0.0 20.86 14.649 K Factor = 5.45 51 19.60 1.049 1E 2.0 10.500 12.251 to 120.0 0.0 2.000 0.0 52 19.6 0.1254 0.0 12.500 1.567 • 52 20.26 1.38 0.0 8.370 13.818 to 120.0 0.0 0.0 0.0 53 39.86 0.1226 0.0 8.370 1.026 53 20.68 1.61 2T 16.0 9.930 14.844 to 120.0 0.0 16.000 0.0 54 60.54 0.1254 0.0 25.930 3.252 K Factor = 5.60 V = 7.28 Vel = 8.55 Vel = 9.54 54 43.12 2.703 0.0 3.270 18.096 to 120.0 0.0 0.0 0.0 41 103.66 0.0272 0.0 3.270 0.089 Vel = 5.80 0.0 103.66 18.185 K Factor = 24.31 55 20.26 1.049 1T 5.0 0.500 13.086 K Factor = 5.60 to 120.0 0.0 5.000 0.0 52 20.26 0.1331 0.0 5.500 0.732 Vel = 7.52 0.0 20.26 13.818 K Factor = 5.45 58 20.69 1.049 2T 10.0 1.170 13.297 to 120.0 0.0 10.000 0.0 . 53 20.69 0.1385 0.0 11.170 1.547 K Factor @ node EQ01 Vel = 7.68 0.0 20.69 14.844 46 19.66 1.049 1E 2.0 12.500 12.320 to 120.0 0.0 2.000 0.0 47 19.66 0.1261 0.0 14.500 1.828 47 20.49 1.38 0.0 8.000 14.148 to 120.0 0.0 0.0 0.0 48 40.15 0.1242 0.0 8.000 0.994 K Factor = 5.37 K Factor = 5.60 V = 7.30 Vel = 8.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 8 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 ' Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** 48 21.21 1.61 1T 8.0 8.300 to 120.0 1E 4.0 12.000 40 61.36 0.1285 0.0 20.300 0.0 61.36 15.142 0.0 2.609 Vel = 9.67 17.751 K Factor = 14.56 49 20.50 1.049 1T 5.0 0.500 13.398 K Factor = 5.60 to 120.0 0.0 5.000 0.0 47 20.5 0.1364 0.0 5.500 0.750 Vel = 7.61 0.0 20.50 14.148 K Factor = 5.45 50 21.21 1.049 1T 5.0 0.500 14.344 to 120.0 0.0 5.000 0.0 48 21.21 0.1451 0.0 5.500 0.798 K Factor = 5.60 Vel = 7.87 0.0 21.21 15.142 K Factor = 5.45 • 59 20.26 1.049 2T 10.0 3.550 12.762 to 120.0 0.0 10.000 0.0 60 20.26 0.1333 0.0 13.550 1.806 K Factor @ node EQ01 Vel = 7.52 60 0.0 1.38 0.0 8.620 14.568 to 120.0 0.0 0.0 0.0 61 20.26 0.0352 0.0 8.620 0.303 Vel = 4.35 61 21.01 1.61 0.0 13.050 14.871 to 120.0 0.0 0.0 0.0 62 41.27 0.0617 0.0 13.050 0.805 Vel = 6.50 62 21.33 1.61 1T 8.0 2.810 15.676 to 120.0 1E 4.0 12.000 0.0 57 62.6 0.1334 0.0 14.810 1.975 Vel = 9.87 0.0 62.60 17.651 K Factor = 14.90 63 21.00 1.049 1T 5.0 0.650 14.066 to 120.0 0.0 5.000 0.0 61 21.0 0.1425 0.0 5.650 0.805 K Factor = 5.60 Vel = 7.80 0.0 21.00 14.871 K Factor = 5.45 64 21.33 1.049 2T 10.0 0.450 14.143 to 120.0 0.0 10.000 0.0 • 62 21.33 0.1467 0.0 10.450 1.533 K Factor @ node EQ01 Vel = 7.92 0.0 21.33 15.676 65 21.26 1.049 2T 10.0 0.500 14.049 to 120.0 0.0 10.000 0.0 66 21.26 0.1457 0.0 10.500 1.530 K Factor = 5.39 K Factor @ node EQ01 Vel = 7.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03837 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 9 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "0" or Ftng's Pe Pv - Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 66 0.0 1.38 0.0 11.310 15.579 to 120.0 0.0 0.0 0.0 67 21.26 0.0384 0.0 11.310 0.434 Vel = 4.56 67 21.56 1.61 1T 8.0 10.060 16.013 to 120.0 1E 4.0 12.000 0.0 56 42.82 0.0660 0.0 22.060 1.457 Vel = 6.75 0.0 42.82 17.470 K Factor = 10.24 68 21.56 1.049 2T 10.0 0.500 14.443 to 120.0 0.0 10.000 0.0 67 21.56 0.1495 0.0 10.500 1.570 K Factor @ node EQ01 Vel = 8.00 0.0 21.56 16.013 K Factor = 5.39 69 21.38 1.049 2T 10.0 3.090 14.209 to 120.0 0.0 10.000 0.0 • 70 21.38 0.1473 0.0 13.090 1.928 K Factor @ node EQ01 Vel = 7.94 70 0.0 1.61 0.0 7.060 16.137 to 120.0 0.0 0.0 0.0 71 21.38 0.0183 0.0 7.060 0.129 Vel = 3.37 71 21.73 1.61 2T 16.0 10.550 16.266 to 120.0 0.0 16.000 0.0 72 43.11 0.0669 0.0 26.550 1.776 Vel = 6.79 72 0.0 2.703 0.0 10.000 18.042 to 120.0 0.0 0.0 0.0 54 43.11 0.0054 0.0 10.000 0.054 0.0 43.11 Vel = 2.41 18.096 K Factor = 10.13 73 21.73 1.049 2T 10.0 0.500 14.673 to 120.0 0.0 10.000 0.0 71 21.73 0.1517 0.0 10.500 1.593 K Factor @ node EQ01 Vel = 8.07 0.0 21.73 16.266 K Factor = 5.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S P R I NX Fire Protection ►1 ARie Gip 5114 Pt. 4.RW8E Spllair Gip HaDa,. WA 9833317#5 Pluto 1338537780 COOON 80o Fox 1538535890 DRA PROFESSIONAL BLDG FIRE SPRINKLERS Date: 09/09/10 Page 1 Scale: 3/3211=1'-0" Ref. Sheet 1 of 2 Additional notes: EARTH QUAKE BRACE CALCULATION DETAIL 2'-6" 0" 2'-6 10' 0" MOFROOF1904 10' —10' 0" 11 h � 1 tx I 10-0 R 1 -4 10-0 (It OFICOF NUPE ......./._____.._.....___._.___ GL ......................_.._.____....._.._..........____.............................. x21 1 9' 0" tt( (I --5'-0"- 1 > r 1 111 o 1 ` a ,1( W W n , t ,o /GL 5x110-0 ' 9-0 a 5x15 / ai 9-0 ` a is9-0 9-0 / ' a 512 -5'-0"- Cf O .o 0 S x.s O o e) XVI! lik / IF FIBRE UM IDSPN E LONGITUDINALBRACE .5 m #1 ,41/ t><„, 1N ,> tx t 10-0 FLOOR 031111 GL 5x12 9-0 4 GL • 5 Ay. 1 �-n t -0 9- a SAS Lit O i , , c 9=0 9-0 i I AREA GI. 5112 d ,:. N. (1c �� IP 1 9-i1' 1� �o. �o. •- - 11( ' S ,p_, t0 � Rifl9t OF110E 1ENWR SPi�CE �,. t / e4� L - L• •. ,, \ R& 9-1W /� _ 12 tan a.i 15ENG - GL 5112 w ) G< 151p+1' �,,,� r 5 - _ _ a GL 5112 _ , _ _..__.•. ® ,N ��9�a 1 4t 1 1' o ix 10-0 0 B-11 10 't x i h \ / cf• .. O O . ' ' - 111.10.— , - CO F111111E E Ii -'' ."� o e, IEN1M SPALL lis IIII - Ij LN #% / 0, •- O . �L. 1 1 fit. , h 2 ),i 115 ' AIM 1.. , , St fell \9. w. ii,3- ' = �• ID t0- OL 5x12 '''t GL 5x154 GL s GL 5112 i Lit aF ropF sax '- --- 4'-3” 10'-0" —5' 9" —10' 0" -s'-0"- -4'-6" 10' 0" e44, h ,=1i1 ,a LEVEL 3 - EARTHQUAKE BRACE DETAIL rilpligtirtzi,) LONGITUDINAL BRACING Is'�,� Irk Dia ToI-Brace Seismic Calculations Sprinx Fire Protection, Inc. Project Address: DRA PROFESSIONAL BUILDING 5114 Pt. Fosdick Dr NW #ETo Gig Harbor, WA 98335 cow 13530 53RD AVE 5 a aHMO' (253) 853-7780 TUKWILA, WA 98168 SPRINFPO11LS Job # 20749 Calculations based on 2002 NFPA Pamphlet #13 with TIA 02-1 Brace Information Tolco Brace Components Maximum Spacing 71' 0" 121.64 ml Maximum Brace Length 7' 0" (2.13 m...)Fig.4L Tolco Component Fig. Number Adjusted Load Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly 1 WV Met *110..tatrod AL lifint flat .4L Detail UR Value 200 Max Horizontal Load 1767 lbs (802 kg) Force Factor (Cp) 0.5 Fastener Information Fastener Orientation NFPA Type D Type Lag -Screw * .. .. Diameter 1/2in. (13 mrp) Length 41/2in. (114 mm) Brace Identification on Plans LONGITUDINAL BRACE #1 Maximum Load 315 lbs143 k ... _.. __._- Orientation of Brace Longitudinal Braced Pipe: 21/2" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2/" Sch.10 Ste& Pipe (63.5 mm) 71ft (21.6 m) 209 lbs (95 kg) Percentage added for Fittings and Sprinklers 15% 31 lbs (14.06 kg) Total Adjusted Load of all pipe within Zone of Influence 240 lbs (109 kg) {Tol-Brace Version 7} ToI-Brace Seismic Calculations DRA PROFESSIONAL BUILDING 13530 53RD AVE S Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 20749 LONGITUDINAL BRACE #1 NFPA Type D 21/2" Sch.10 Steel Pipe 71' 0" (21.64 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 30° 1/2 x 4-1/2 (13 x 114 mm) Lag -Screw 41/21n. (114 mm) Summary of Pipe within Zone of Influence DLCO a trarsd of ilIRE3ii' 2W Sch.10 Steel Pipe (63.5 mm) 171ft (21.6 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 240 lbs (109 kg) Material Capacity 1767 lbs (802 kg) Fastener Capacity 315 lbs (143 kg) Fig.4L Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) Structural Member COLUMN 3 GLB 5"x15" 15% Calculations prepared by JOSEPH FAULKNER *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com S P R I NX Fire Protection APoo raHarbor.WA51 It Pt Y4.NW3F Sprinkler w no 253.&53-7700 Corporation Fox 2:0453 5890 DRA PROFESSIONAL BLDG FIRE SPRINKLERS Date: 09/09/10 Page 2 „_ , „ Scale: 3/32"=1 —0 Ref. Sheet 2 of 2 Additional notes: EARTH QUAKE BRACE CALCULATION DETAIL 2'-6" "uc7xaarMX 2'-6" 10' 0" 111 7 1400F MX 10' 0` 10' 0- 11 i. 1f 10-0 iZg114 8-+10-0 Ill 9FRVMt - _ ______..._... _.________ -.- o GL f 121 _ !ate Cr- i5 q �') _.__ . 1 /GL 1x p r Ix 4 �ry ,x 16 1 Ix 1 1 l -4 5x120-0 / 9 0 CL 5x15-2 9-0 Q 159 �.. 9 �' 9-0 Q 5x12 Llb —5'-0"— c `r £/ o i� `0 1 41 41 i El / IMRE OM MAW SPACE b 4 -At e i , 0 • 491 1:_o ROM OXIROL 07 EX) a 5x12 9-x0 b�% 9W +tip+ 141 41 GL 5x15 91 s a 5x15 LK OF 910 9'0 /41----- ME AREA GL 5x12 1 °F —6'-0- 10' o" 1 o"IA C 1�a+GnAatr. F' 1 1x 9-11x / tx 8-7 'f 7x :•,; i / y _ a;. 1 .� 10-0 - 11", - FUR&f OFFICE 1E4411 SPAiE 'N 1 \ 2(/ /'4 0-IIX 12 ..41‘., D' w ND/ 5x1 t 15�+ y .. _� a 5x12 v -:1 lx tx' / 4/ (� 1x / 1 /t51 10 0 10-0 i If 0 / 8-in 10-0 1�1 'x r 1`• . 1. ..+.......,.. DN �1 _ '; / %. _ — V .2515 1 / 5-1 1 1) h. 5- -;' 0 1 2 ; up ( IX ix 1x 1 i•, -' 5- .4. / ��p 'r / 10-0 'OX 10-0 ,> .& f - t -91F 3 x k. 1 . 1x 4, ,o r x .b. a 154 a Q LIE Cc KW MOE ' — 4' 3" 10'-0" --5'-9`— —10' 0 LATERIAL 0" BRACE #2 -4'-6'- 10' 0" 10' 0" -4'-6-- LEVEL 3 - EARTHQUAKE BRACE DETAIL LATERIAL BRACING ToI-Brace Seismic Calculations Project Address: DRA PROFESSIONAL BUILDING..w� Total Calculated Load Sprinx Fire Protection, Inc. 5114 Pt. FosdickDrNW#E 'irs c 0.� Gig Harbor, WA 98335 (253) 853-7780 iE SPRINFPO11LS on 2002 NFPA Pamphlet #13 with TIA 02-1 13530 53RD AVE S 44 lbs (20 kg) TUKWILALWA 98168 10ft (3 m) Job # 20749 Calculations based Brace Information 44ft (13.4 m) Tolco Brace Components Maximum Spacing 15' 0" (457 m) 45ft (13.7 m) Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 1007 lbs (457 kg) Fig.909 No-Thread Swivel 1007 lbs (457 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. 7' 0"12.13 Maximum Brace Length ' m) * __._.__.____ ....._ Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Percentage added for Fittings and Sprinklers Least Rad. of Gyration 0.42" (11 mm) 40 lbs (18.14 kg) Assembly Detail TOLCO FIG. 909 NO-THREAD SWIVELSWAY BRACE ATTACHMENT TOLCO FIG. 1000 FAST CLAMP ' ,r 306 lbs (139 kg) UR Value 200 Max Horizontal Load 1767 lbs (802 k9) Force Factor (Cp) 0.5 Fastener Information Fastener Orientation NFPA Type D Type Dual Through-Bolts - Fig.906 yp g STEEL PIPE LATERAL BRACE Diameter 1/2in. (13 mm) Length Maximum Load 424.Ibs X92 kg)_ Brace Identification on Plans LATERIAL BRACE #2 Orientation of Brace Lateral -- Braced Pipe: 2%" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2W Sch.10 Steel Pipe (63.5 mm) 15ft (4.6 m) 44 lbs (20 kg) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 26 lbs (12 kg) 1,4" Sch.40 Steel Pipe (38.1 mm) 44ft (13.4 m) 79 lbs (36 kg) 1%" Sch.40 Steel Pipe (31.75 mm) 45ft (13.7 m) 66 lbs (30 kg) 1" Sch.40 Steel Pipe (25.4 mm) 50ft (15.2 m) 51 lbs (23 kg) Percentage added for Fittings and Sprinklers 15% 40 lbs (18.14 kg) Total Adjusted Load of all pipe within Zone of Influence 306 lbs (139 kg) {ToI-Brace Version 7} ToI-Brace Seismic Calculations DRA PROFESSIONAL BUILDING 13530 53RD AVE S Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material -Maximum-Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 20749 LATERIAL BRACE #2 NFPA Type D 21/2" Sch.10 Steel Pipe 15'0" (4.57 m) Lateral 1" Sch.40 ?-0" (2.13-m) TOLCCI or brand of NIB c7 200 30° 1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 906 Summary of Pipe within Zone of Influence 2'h" Sch.10 Steel Pipe (63.5 mm) 15ft (4.6 m) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 1'%" Sch.40 Steel Pipe (38.1 mm) 44ft (13.4 m) 1W Sch.40 Steel Pipe (31.75 mm) 45ft (13.7 m) 1" Sch.40 Steel Pipe (25.4 mm) 50ft (15.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 306 lbs (139 kg) Material Capacity 1767 lbs (802 kg) Fastener Capacity 424 lbs (192 kg) Fig.1000 Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) Structural Member SUPPORT TJI WITH 2X BACKING & THROUGH BOLT ASSEMBLY Calculations prepared by JOSEPH FAULKNER *'The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com 0 0 PARALLEL 0 0 LL � 1 0 L E E E d' O • 101 1 Section A—A w U) ANGLE TO VERTICAL (a) .09 0 (0 n 0 0 m 45' 0 730 N co 0 0 M Nin BLOCKING CONDITION 2x_ on one side 2x_ on both sides -C o 7 C 0N 0 O C N w N D U O CO � E xo N U 0 J 2x_ for larger seismic loads (Required on 6" or in the block is approximately parallel 0) of the wood connection the table ore based on the 0 E U O c _ .n O N 0 N')) 3 - '0 • Q L▪ eto ° ZO a) ' L a) a) NC C v O 0) 47. N O 0 O N 7 - "0� a) U O M O LN) o + e D U 0 U O O U .C+'�'. O C N U U N • U'0 a O U 00 0) O -" O L U r os Er F—f- _F- * 4 * N U O W 0 V II 0 n z 0 w n l L_ (f) F— I'N 00- _1 ICIDw —J NQ nQ LJ_ w 0 rY 0 If 0 n w 0 0 LL 0 U) J z 0 Ni 0 W 0 J J ANGLE TO VERTICAL ( a ) O up 0 (3) '1) d" O N O to 0 side of TJI 0 0 0 0 N x (.0 x M screw (6 each side) v 0 0 0 a 0 0 c t 0 0 O H O — c a 0) a v 3 0- E a) 5 o) 0 CD o � = 0 O 0 T O X y � _ 0 N2 O, Zo V' N controlling connection a) r c 0 table are based a) r _ factor adjustment. c 0 0 3 v M 0 -om 4) 41) * 5. X" diameter bolt 2I- w 3'-3 11' 18'-0 8 1 3'—11 3'-4" 1 4 o • z tO 0,\1 3=5 0-4 cri 1h \ \ 4-6 c.»_ll 7/8" DI 0 16. 0.C. w-• u,L, .4-- 0-4 10'—o•' 5' 8"\-- 1 0 , \zi /, -4 ' i S'1'6 0- Main C2.3j 214 23i 1-6 c' n -R '71'0 18' 0" 10' 8" I p 0 r- A 1 Main C2.2 \ 211 t T —0 14CA i * 1-1 40 ; :\ -- 3' 6 "Z§ 4;o f:,* • is' i '4.1 c) ET iairt C2 2i •=71.18114. 6-1W n C2 1 0-3 1 0 12-0 "1/ Main C3.3 4"... C.73 1), 1 `(--. 0-4 (4.6., , 1 0 r FIRE PROTECTION, INC. P6 BOX 12642 MILL CREEK, WA 91052 1425) 290-9600 06 1-000.611-1125 FAX 14251353-4546 January 25, 2011 City of Tukwila -PLAN REVIEW RE; FIRE ALARM SYSTEM Please find enclosed plans for FIRE ALARM SYSTEM. The system has been designed per NFPA 72, 1999 edition requirements as well as WAC,IBC,IFC 2009,NEC current" and your additional requirements. The building is fully -sprinkled. The system shall monitor by zone activation as well as separate trouble signals. Monitoring shall be provided via UL listed Central Station, The Alarm Center LACEY, WA., over 2 analog lines via a built in DACT. Audibility shall be in compliance with NFPA standards with a outdoor horn/strobe located on the outside of the building in the top 25% with a 95 candela strobe facing the first in -coming FIRE DEPARTMENT vehicles for easy building location. Interior DB shall be 75 DB minimum throughout. A full service and monitoring agreement is in force for the proper service and maintenance per NFPA requirements. All systems shall be UL certificated and placard. A full pre-test and NFPA form shall be conducted and completed prior to calling the AHJ for acceptance testing. INSTALLATION COMPANY Fire Protection, Inc. 1730 Gibson Rd. Everett, WA 98204 WSCL# FIREPI*021ML UL CERT #608242-002 JOB SITE ADDRESS DRA Professional Center 13530 53rd Ave South Tukwila, WA. APPROVED UL MONITORING COMPANY Alarm Center, Inc./FPI 4300 3rd Ave. SE Lacey, WA 800-429-0991 UL CERT #902799-02 CONTRACTUAL RESPONSIBLE PARTIES Installation; Monitoring; Service; Testing; Runner Serv; Fire Protection, Inc. UL Cert; Fire Protection, Inc. ADIENT TEMPERATURES No area with alarm service equipment shall fall below 40 degrees, common areas shall be at 68 degrees per builder AMBIENT NOISE RANGE All areas serviced by the Fire Alarm Control and notification system will be as listed for per UBC listings, per builder. SEQUENCE OF OPERATIONS All Alarm and Trouble conditions shall enunciate at FACP as well as remote notify UL listed Central Station. Zones of alarm shall cause for all notification circuits to activate, send alarm zone to CS, re -dispatch to Fire and dispatch FPI runner service. Trouble and supervisory signals shall transmit to CS which will dispatch FPI runner service to site, (no notification circuits shall activate.) On site emergency contact personnel shall be notified. Wet Waterflow ALARMS shall be retarded by a period of not more than 45 seconds. Low air shall activate at 251bs, causing for a supervisory signal. A short on FACP smoke, Waterflow Switches, (wet and dry) and pull station shall cause alarm. Shorts on PIV, tamper and Hi -low air zones shall cause a Supervisory condition. Opens on any zones shall cause for a trouble signal. Should you have any further questions, please feel free to contact me directly. Robert Vaughn Project Manager **NICET-3 #115522 **SFD #SCPV-04243 CITY OF REDMOND DESIGNER OF RECORD #10-B-113 Mb r } INDEX • HYDRAULIC CALCULATIONS • 1 REMOTE AREA • EARTHQUAKE CALCULATIONS • HEADS 1. VIKING VK300 QR BRASS UPRIGHT 200 DEG. K=5.6 Q.R. 2. VIKING VK302 QR WHITE PENDENT 155 DEG. K=5.6 Q.R. 3. VIKING VK305 QR BRASS HORIZONTAL SIDEWALL K=5.6 155 DEG. Q.R. 4. VIKING VK176 QR CHROME DRY TYPE PENDENT K=5.6 155 DEG. Q.R. 5. VIKING VK178 QR CHROME DRY TYPE HORIZONTAL SIDEWALL K=5.6 Q.R. 6. VIKING SPRINKLER HEAD CABINET • DEVICES 7. WILKINS 350DA BACKFLOW ASSEMBLY 8. VICTAULIC WALL MOUNT POST INDICATOR VALVE 9. TYCO MOD 513 RISER MANIFOLD FLOOR CONTROL 10. TYCO BUTTERFLY BALL VALVE WITH TAMPER SWITCH 11. TYCO GROOVED SWING CHECK VALVE 12. POTTER WATER FLOW ALARM SWITCH 13. POTTER ELECTRIC 24 VOLT ALARM BELL • PIPE, FITTINGS & HANGERS 14. ALLIED DYNA-FLOW PIPING 15. ALLIED SHC. 40 PIPING 16. GROOVED FITTINGS (VICTAULIC FITTINGS AND COUPLINGS) 17. THREADED FITTINGS (STAR D.I. FITTINGS) 18. HANGERS (TOLCO FIG. 2, FIG.99, UNI -STRUT CHANNEL, FIG. 68, FIG. 69) 19. EARTH QUAKE BRACEING (TOLCO FIG. 909, FIG. 907, FIG. 1000) SUPPLIER INFORMATION Viking Supply Net (253) 872-8444 Ferguson Fire & Fab. Renton, WA. (866) 507-5758 _ _ _ Fire Protection by Computer Design r r eletedise SPRINX FIRE PROTECTION, INC. 5114 PT. FOSDICK DR NW #E PMB-42 GIG HARBOR, WA 98335 253-853-7780 Job Name : DRA-SPRINKLER Building : SHELL SYSTEM Location : 13530 53RD AVENUE SOUTH TUKWILLA, WA 98168 System : REMOTE AREA 1 Contract : 20749 Data File : DRA-SPRINKLER AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SPRINX FIRE PROTECTION, INC. Page 1 DRA-SPRINKLER Date 09/09/10 Hydraulic Design Information Sheet Name - DRA PROFESSIONAL CENTER Location - 13530 53RD AVENUE SOUTH TUKWILLA, WA 98168 Building - SHELL SYSTEM Contractor-.SPRINX FIRE PROTECTION INC Calculated By - CHRIS HOFFMAN Construction: (X) Combustible ( ) Non -Combustible Occupancy - ORDINARY HAZARD -GROUP I S Y S T E M D E S I G N Date - 09/02/2010 System No. - REMOTE AREA 1 Contract No. - 20749 Drawing No. - FP -3.0 Ceiling Height - 11'-0" (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Made By ( ) Figure Curve ( ) Ex.Haz. Date Area of Sprinkler Operation Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 1485 SQ F System Type - 0.15 (X) Wet - 130 SQ F ( ) Dry - 47'-0" ( ) Deluge - N/A ( ) Preaction - N/A ( ) Other - 250 Note CITY OF TUKWILA REQUIRES ORDINARY HAZARD Sprinkler/Nozzle Make VIKING Model VK300 Size 1/2" K -Factor 5.6 Temp.Rat.200 F Calculation Flow Required - 295.9 Press Required - 81.84 AT BOR Summary C -Factor Used: 120 Overhead 140 Underground W Water Flow Test: A Date of Test T Time of Test E Static Press R Residual Press Flow S Elevation U UNKNOWN UNKNOWN 120 20 6300 25' Pump Data: Rated Cap.- @ Press - Elev. Tank or Reservoir: Cap. - Elev.- Well Proof Flow P Location - INTERURBAN AVENUE S. & 53RD AVENUE S. P L Source of Information - TUKWILLA FIRE DEPARTMENT Y C 0 M M S R T A O C R K A G E Commodity Storage Ht. Storage Method: Solid Piled Class Area Location Aisle W. Palletized o Rack ( ) Single Row ( ) Conven. Pallet ( ) Double Row ( ) Slave Pallet ( ) Mult. Row ( ) Auto. Storage ( ) Encap. ( ) Solid Shelf ( ) Non ( ) Open Shelf Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) City Water Supply: Demand: C1 - Static Pressure : 120 D1 - Elevation : 20.208 C2 - Residual Pressure: 20 D2 - System Flow : 295.913 C2 - Residual Flow : 6500 D2 - System Pressure : 84.068 Hose (Adj City) : Hose ( Demand) : 250 D3 - System Demand : 545.913 Safety Margin : 34.909 • 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA1.85) N 0 oi Ur - N 3 `- - 4 ............. k2 C"O c- 114 a...,........,... Q M N � OO 0 0 0 0 0 0 0 O .— a— a— c— 0) CO N- CO U) cr CO N d W W U) U) J E' W 0 c— Flow Diagram SPRINX FIRE PROTECTION, INC. Page 3 DRA-SPRINKLER Date 09/09/10 19.5 60.4 105 1 4- 2 4- 3 4- 4 4- 5 4- 6 39.6 82.1 T 20.1 17 4- 2 20.f 18 f-- 3 T 21.¢ 19 <- 4 T 23 I 20 4- 5 39.6 60.4 82.1 20.1 62.2 109 21 4- 22 4- 23 4- 24 4-- 25 4- 7 40.7 84.4 20.6 26 4- 22 T 21.f 27 4- 23 T ( 22.} 28 4- 24 r 23.¢ 29 4- 25 40.7 62.2 84.4 20.1 30 4-31 4-32 40.9 20.6 82.8 33 4- 34 4-- 32 4- 35 4- 6 42 82.8 20.8 36 4- 31 21.3 37 4- 34 0 295.9 295.9 295.9 295.9 4- 7 4- 8 4- 9 4- 10 4- 11 <-- 12 4- TOR- BOR --TEST 187.9 295.9 295.9 295.9 295.9 187.9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary 'Cr co _ CNI 0 _ CO Lo r G%§ 0-0 :0 - g2\ @=Q \=S R:2 2#R /rG 2a\ /C 02 _-% (0 0 «,-\{ \ CU «0=/ \ �o v CDƒ a\ r§ } ao0) �onE j e J \>o u) L 0 0)0 QQ2) ƒƒƒ} zzz: ±oe{ Units Summary c P r co e � 2@e 222=c Eƒas- § Q m >, $ 'a==fes (ca_o ' ° c = 2E�§o� >' c �/ ƒ \��k�1.- 0 $� 2 a. >\w0to' o �# �m»22= m e » 22 /okra)= // 22-»=/ 2% /« ®)mac E¥E# k� /2a5�� n� A== & oa /kfa§0 o=/ \�/\ 9 - _LL L 22�aEE m co as co ,55 \2/°C= //®k\§ (1)a) q - f%a�2� /k.Do�_ ao=gym o 0w2G) oe.o F,mc®�= ©_ D>— $ $ Eaq§—/ cm 3 a2 2 o> 43 2 � � a) � E / k_ = LE ° 7 E e �\q¥±&�70 =/e ( o = 5fE± kw% 222 Pressure / Flow Summary - STANDARD SPRINX FIRE PROTECTION, INC. Page 5 DRA-SPRINKLER Date 09/09/10 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 46.66 5.6 12.13 na 19.5 0.15 130 7.0 2 46.66 13.55 na 3 46.66 14.64 na 4 46.66 15.77 na 5 46.66 17.75 na 6 44.83 20.83 na 7 44.83 21.97 na 8 44.83 30.35 na 9 38.08 34.56 na 10 26.08 47.32 na 11 14.08 54.79 na 12 9.75 64.23 na TOR 9.75 74.53 na BOR 1.0 81.84 na TEST 0.0 84.07 na 250.0 17 46.66 5.6 12.83 na 20.06 0.15 130 7.0 18 46.66 5.6 13.87 na 20.85 0.15 130 7.0 19 46.66 5.6 14.94 na 21.64 0.15 130 7.0 20 46.66 5.6 16.82 na 22.97 0.15 130 7.0 21 46.66 5.6 12.84 na 20.07 0.15 130 7.0 22 46.66 14.35 na 23 46.66 15.49 na 24 46.66 16.68 na 25 46.66 18.77 na 26 46.66 5.6 13.59 na 20.64 0.15 130 7.0 27 46.66 5.6 14.68 na 21.46 0.15 130 7.0 28 46.66 5.6 15.81 na 22.26 0.15 130 7.0 • 29 46.66 5.6 17.79 na 23.62 0.15 130 7.0 30 46.66 5.6 12.87 na 20.09 0.15 130 7.0 31 46.66 14.51 na 33 46.66 5.6 13.59 na 20.65 0.15 130 7.0 • 34 46.66 15.32 na 32 46.66 16.35 na 35 44.83 20.67 na 36 46.66 5.6 13.75 na 20.76 0.15 130 7.0 37 46.66 5.6 14.51 na 21.33 0.15 130 7.0 The maximum velocity is 17.77 and it occurs in the pipe between nodes 32 and 35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA C3087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 6 DRA-SPRINKLER Date 09/09/10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt , Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 1 19.50 1.049 1E 2.0 9.500 12.125 to 120.0 0.0 2.000 0.0 2 19.5 0.1242 0.0 11.500 1.428 K Factor = 5.60 Vel = 7.24 2, to 3 20.06 39.56 1.38 120.0 0.1209 0.0 0.0 0.0 9.000 0.0 9.000 13.553 0.0 1.088 Vel = 8.49 3 to 4 20.86 60.42 1.61 120.0 0.1249 0.0 0.0 0.0 9.000 0.0 9.000 14.641 0.0 1.124 VeI = 9.52 4 21.64 1.61 0.0 9.000 15.765 to 120.0 0.0 0.0 0.0' 5 82.06 0.2201 0.0 9.000 1.981 Vel = 12.93 5 22.97 2.067 2T 20.0 2.250 17.746 to 120.0 0.0 20.000 0.793 6 105.03 0.1029 0.0 22.250 2.289 Vel = 10.04 6 82.83 2.703 0.0 14.000 20.828 to 120.0 0.0 0.0 0.0 7 187.86 0.0816 0.0 14.000 1.143 Vel = 10.50 7 108.05 2.703 to 120.0 8 295.91 0.1893 1E 9.325 16.300 1T 18.651 27.976 0.0 44.276 21.971 0.0 8.383 Vel = 16.54 8 0.0 2.703 0.0 6.750 30.354 to 120.0 0.0 0.0 2.923 9 295.91 0.1895 0.0 6.750 1.279 Vel = 16.54 9 0.0 2.703 1T 18.651 12.000 34.556 to 120.0 1E 9.325 27.976 5.197 10 295.91 0.1893 0.0 39.976 7.568 Vel = 16.54 10 0.0 2.703 0.0 12.000 47.321 to 120.0 0.0 0.0 5.197 11 295.91 0.1893 0.0 12.000 2.272 Vel = 16.54 11 0.0 2.703 1T 18.651 12.000 54.790 to 120.0 1E 9.325 _ 27.976 1.875 12 295.91 0.1893 0.0 39.976 7.569 Vel = 16.54 12 0.0 2.703 2E 18.651 35.750 64.234 to 120.0 0.0 18.651 0.0 TOR 295.91 0.1893 0.0 54.401 10.300 Vel = 16.54 TOR 0.0 4.31 1Zic 0.0 8.750 74.534 to 120.0 0.0 0.0 7.133 BOR 295.91 0.0194 0.0 8.750 0.170 * Fixed loss = 3.343 Vel = 6.51 BOR 0.0 4.1 2E 29.067 35.000 81.837 to 140.0 1G 2.907 61.041 0.433 TEST 295.91 0.0187 1T 29.067 96.041 1.798 Vel = 7.19 250.00 Qa = 250.00 545.91 84.068 K Factor = 59.54 17 to 2 20.06 20.06 1.049 120.0 0.1307 1T 5.0 0.0 0.0 0.500 5.000 5.500 12.834 0.0 0.719 K Factor = 5.60 Vel = 7.45 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 7 DRA-SPRINKLER Date 09/09/10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 20.06 13.553 K Factor = 5.45 18 20.85 1.049 1T 5.0 0.500 13.868 K Factor = 5.60 to 120.0 0.0 5.000 0.0 3 20.85 0.1405 0.0 5.500 0.773 Vel = 7.74 0.0 20.85 14.641 K Factor = 5.45 19 to 4 21.64 21.64 '1.049 120.0 0.1505 1T 5.0 0.0 0.0 0.500 5.000 5.500 14.937 0.0 0.828 K Factor = 5.60 Vel = 8.03 0.0 21.64 15.765 K Factor = 5.45 20 to 5 22.97 22.97 1.049 120.0 0.1680 1T 5.0 0.0 0.0 0.500 5.000 5.500 16.822 0.0 0.924 K Factor = 5.60 Vel = 8.53 0.0 22.97 17.746 K Factor = 5.45 21 to 22 20.07 20.07 1.049 120.0 0.1309 1E 2.0 0.0 0.0 9.500 2.000 11.500 12.841 0.0 1.505 K Factor = 5.60 Vel = 7.45 22 to 23 20.64 40.71 1.38 120.0 0.1276 0.0 0.0 0.0 9.000 0.0 9.000 14.346 0.0 1.148 Vel = 8.73 23 to 24 21.45 62.16 1.61 120.0 0.1317 0.0 0.0 0.0 9.000 0.0 9.000 15.494 0.0 1.185 Vel = 9.80 24 to 25 22.27 84.43 1.61 120.0 0.2319 0.0 0.0 0.0 9.000 0.0 9.000 16.679 0.0 2.087 Vel = 13.31 25 to 7 23.62 108.05 2.067 120.0 0.1084 2T 20.0 0.0 0.0 2.250 20.000 22.250 18.766 0.793 2.412 Vel = 10.33 0.0 108.05 21.971 K Factor = 23.05 26 to 22 20.64 20.64 1.049 120.0 0.1378 1T 5.0 0.0 0.0 0.500 5.000 5.500 13.588 0.0 0.758 K Factor = 5.60 Vel = 7.66 0.0 20.64 14.346 K Factor = 5.45 27 to 23 21.46 21.46 1.049 120.0 0.1482 1T 5.0 0.0 0.0 0.500 5.000 5.500 14.679 0.0 0.815 K Factor = 5.60 Vel = 7.97 0.0 21.46 15.494 K Factor = 5.45 28 to 24 22.26 22.26 1.049 120.0 0.1587 1T 5.0 0.0 0.0 0.500 5.000 5.500 15.806 6.0 0.873 K Factor = 5.60 Vel = 8.26 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 8 DRA-SPRINKLER Date 09/09/10 Hyd. Ref. Point Qa Dia. Fitting Pipe Pt Pt or Ftng's Pe Pv Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 22.26 16.679 K Factor = 5.45 29 23.62 1.049 1T 5.0 0.500 17.792 to 120.0 0.0 5.000 0.0 25 23.62 0.1771 0.0 5.500 0.974 K Factor = 5.60 Vel = 8.77 0.0 23.62 18.766 K Factor = 5.45 30 to 31 20.09 20.09 1.049 120.0 0.1313 1E 2.0 0.0 0.0 10.500 2.000 12.500 12.873 0.0 1.641 K Factor = 5.60 Vel = 7.46 31 to 32 20.77 40.86 1.38 120.0 0.1283 1T 6.0 0.0 0.0 8.340 6.000 14.340 14.514 0.0 1.840 Vel = 8.76 0.0 40.86 16.354 K Factor = 10.10 33 to 34 20.65 20.65 1.049 120.0 0.1380 1E 2.0 0.0 0.0 10.500 2.000 12.500 13.595 0.0 1.725 K Factor = 5.60 Vel = 7.67 34 to 32 21.33 41.98 1.38 120.0 0.1350 1T 6.0 0.0 0.0 1.660 6.000 7.660 15.320 0.0 1.034 Vel = 9.00 32 to 35 40.86 82.84 1.38 120.0 0.4743 1T 6.0 0.0 0.0 1.420 6.000 7.420 16.354 0.793 3.519 Vel = 17.77 35 to 6 0.0 82.84 2.703 120.0 0.0180 0.0 0.0 0.0 8.990 0.0 8.990 20.666 0.0 0.162 Vel = 4.63 0.0 82.84 20.828 K Factor = 18.15 36 to 31 20.76 20.76 1.049 120.0 0.1395 1T 5.0 0.0 0.0 0.500 5.000 5.500 13.747 0.0 0.767 K Factor = 5.60 Vel = 7.71 0.0 20.76 14.514 K Factor = 5.45 37 to 34 21.33 21.33 1.049 120.0 0.1465 1T 5.0 0.0 0.0 0.500 5.000 5.500 14.514 0.0 0.806 K Factor = 5.60 Vel = 7.92 0.0 21.33 15.320 K Factor = 5.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S R Protection NX AR", igHat5114 Pt. I Cr. .E 5 PhoneSpritider Corpondion Fox 28855890 DRA PROFESSIONAL BLDG FIRE SPRINKLERS Date: 09/09/10 Page 1 Seale: 0 3�"=1'-0" / Ref. Sheet 1 of 2 Additional notes: EARTH QUAKE BRACE CALCULATION DETAIL 2'-6" 2'-6" 10' 0" IJE IF RV XIX 10' 0" 10' Cr ff t :) t ' h+ 10-0 10-0 IME CI Yxr WE GL x21 19E 0'9 MX O •— 8 / 0 `: / f t-0 / -4/ —0 GL 5x12 10-0 9,-0 —lam a 5x15 9-09-0/ a 5x15 p 9.5-0x1215 fl —5.-0" V o S U p 45 1V" TWT SPICE LONGITUDINALBRACE Q 0 , r2 #1 1IY 114 �ti f ,lfIli 41E ,Y�syo 10-0 "/ 9-0 110d! COM. irot tsa GL 5x12 ��(�by 40 ti a •a5 7 , r i a-0 4 �+' -��aye� 9-0 a 5x15 LK .1 9-0 9-0 / I i ® Kt a 5x12 , �.�r9. Aji11L! 19-1 1 IX 1,' i t -fir' ate/ / i : .�4,- i IY b 1 f 0",` t..,.11* J • s-..+ too to -o f FUME OMCE TWO SPICEI 4.40• ✓ i I 4 L + ✓ / H ,I:\ � . ins E - �/ 9-1 12L q2 5x12 1 i Q. 5 aP"' 0`a o ' a5x12 o*'1111111 7 _ fl 111 ,. I it,: O ;101- Y / V`.•.....� '-11. # - 1� '11•- �i O 10-0 • ®I 1 e FORMEai:Z I ` o o il:. TWIT PACE Mali s 1Y 1 1Y / - t �� 5-1,t §§ ��. - 4- •• far QST 2 UP C' I i ,Y i 5- / 10-01 # = ! t '10-0 11( 10-45x12' 3-0 a 5xt5454',' 1 a 5 i a 5x12 `I 0 ______,. ‘ ii o our ear 180E — 4'-3 —10' 0" -9' 10' 0" 0' -6" 10' Cr 10' 0"----4' 6" LEVEL 3 - EARTHQUAKE BRACE DETAIL LONGITUDINAL BRACING Tol-Brace Seismic Calculations Sprinx Fire Protection, Inc. Project Address: DRA PROFESSIONAL BUILDING 5114 Pt. Fosdick Dr NW #E ToLoco Gig Harbor, WA 98335 13530 53RD AVE S a of PIEBCCt (253) 853-7780 TUKWILA, WA 98168 SPRINFPO11LS Job # 20749 Calculations based on 2002 NFPA Pamphlet #13 with TIA 02-1 Brace Information Tolco Brace Components Maximum Spacing 71' 0" (21.64 m) To!co Component Fig. Number Adjusted Load Fig.4L Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) *Calculation Based on CONCENTRIC Loading Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly 1x Detail ` UR Value 200 Max Horizontal Load 1767 lbs (802 kg) Force Factor (Cp) 0.5 Fastener Information Fastener Orientation NFPA Type D Type Lag -Screw Diameter 1/2in. (13 mm) Length 41/21n. (114 mm) Brace Identification on Plans LONGITUDINAL BRACE #1 Maximum Load 315 lbs (143 kg) Orientation of Brace Longitudinal Braced Pipe: 21/2" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 21/2" Sch.10 Steel Pipe (63.5 mm) 71ft (21.6 m) 209 lbs (95 kg) Percentage added for Fittings and Sprinklers 15% 31 lbs (14.06 kg) Total Adjusted Load of all pipe within Zone of Influence 240 lbs (109 kg) {Tol-Brace Version 7} 4 T©I-Brace Seismic Calculations DRA PROFESSIONAL BUILDING 13530 53RD AVE S Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 20749 LONGITUDINAL BRACE #1 NFPA Type D 21/2" Sch.10 Steel Pipe 71'0" (21.64 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 30° 1/2 x 4-1/2 (13 x 114 mm) Lag -Screw 41/2in. (114 mm) Summary of Pipe within Zone of Influence TECO a band of I WW 2W Sch.10 Steel Pipe (63.5 mm) 171ft (21.6 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 240 lbs (109 kg) Material Capacity 1767 lbs (802 kg) Fastener Capacity 315 lbs (143 kg) Fig.4L Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) Structural Member COLUMN 3 GLB 5"x15" 15% Calculations prepared by JOSEPH FAULKNER *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com SPR 1 NX Fire Protection ^� S„""''&�.�"'5 �° Phone Camelia, Fax 2Mi 90 DRA PROFESSIONAL BLDQ FIRE SPRINKLERS Date: 09/09/10 Page 2 "_ ' ” Scale: 3/32 —1 —0 Ref. Sheet 2 of 2 Additional notes: EARTH QUAKE BRACE CALCUL/MON DLFAIL 2'-6" 10' 2'-6" ( i 1 � /A 'xl 0" WE CI 947 NM 10' 0" 10' 0" q 1 II of iS 4) 41 \ `F\ Spn..�� Derr 0.1 b` 10-0 8-4 101 IBE if Mg 497E '• O a 6 x21 ' IJE a w SE r g" , h i 4 t IX 2 114 / i. "2f ,x Df ix , 1 m *4 10-0 G1 5x12 ` 9-0 — 8-2 a 5x15 / 7Sp 9-0 '� 9-0 'i _-___6 a 5x15. / 9-0 '! 9-0 a 5x12 O 0 1111 .g 1 ^ 51!IIff OFFICE 191Jelf SPACE 0ti+ O , d fl 10-0 - b / FlOOR 021191 M{ VII a 5x12 E 91-081/ 69 '+' 4 ( 4 a 5015 At �- ,J 91-0 a 5x15 LK D' 9-x0 9-0 / 91 ERUN AREA a 5x12 • OF --6•-o-- 10' 0 0" YEC /ELEC/W MG 0T 4? 9-1154 /8-7 S 7x i /5 . 4 7 .,,,,,e._1.-.7--- L ti ,..o / 5-..-..: 10-0 10-0 i 0 *0', 1 f 1 ( / \/ 9-114—lett 1 r, f ' .� FEND / 1� a -o ! a5x12 1 (.. IM 1x ,0 �. S . ' •-? 1 01x ,� 1 `L` /10-0 1' f Ct? x i o / 1• cS \fr) % ( O \It' (• gyp{ 416 ,, �/o f -OI rat 0 i,q �3 V 4 Tow SPACE n 'I.R/ I \ ( 1 == / / ,x 22. _ a- � 2! UP 1x C' ix i 1. 'lo-o ' 10-0 ' Q ...-`7 .. -F ��. 1ix qy 4 10-61 5x12 '''',,1,3-0 a > > a �_ r , " �1:Sr ...5 ; 2`0 LOUT RV' feRY — 4'-3" 10' 0" 5'-9- 10' 0 LATERIAL 0' BRACE #2 -6" 10' 0" 10' 0"—r-4' 6" LEVEL 3 - EARTHQUAKE BRACE DETAIL LATERIAL BRACING ToI-Brace Seismic Calculations Project Address: DRA PROFESSIONAL BUILDING Sprinx Fire Protection, Inc. 5114 Pt. Fosdick Dr NW #E Gig Harbor, WA 98335 (253) 853-7780 SPRINFP011LS on 2002 NFPA Pamphlet #13 with TIA 02-1 T co. 13530 53RD AVE S TUKWILA, WA 98168 Job # 20749 Calculations based Brace Information Tolco Brace Components Maximum Spacing 15' 0" (4.57 m) Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly Detail TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACEATTACHMENT TOLL° FIG. 1000 CLAMP UR Value 200 Max Horizontal Load 1767 lbs (802 kg) Force Factor (Cp) 0.5 15% Fastener Information Fastener Orientation NFPA Type D 306 lbs (139 kg) Dual Throu h -Bolts - Fig.906 9 STEEL PPEType LATERAL BRACE `y .� Diameter 1/2in. (13 mm) Length Maximum Load 424 lbs (192 kg) Brace Identification on Plans LATERIAL BRACE #2 Orientation of Brace Lateral Braced Pipe: 2'h" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2W Sch.10 Steel Pipe (63.5 mm) 15ft (4.6 m) 44 lbs (20 kg) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 26 lbs (12 kg) 1'/" Sch.40 Steel Pipe (38.1 mm) 44ft (13.4 m) 79 lbs (36 kg) 1'/." Sch.40 Steel Pipe (31.75 mm) 46ft (13.7 m) 66 lbs (30 kg) 1" Sch.40 Steel Pipe (25.4 mm) 50ft (15.2 m) 51 lbs (23 kg) Percentage added for Fittings and Sprinklers 15% 40 lbs (18.14 kg) Total Adjusted Load of all pipe within Zone of Influence 306 lbs (139 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations DRA PROFESSIONAL BUILDING Job # 20749 13530 53RD AVE S Brace Identification LATERIAL BRACE #2 Brace Type (Per NFPA#13) NFPA Type D Braced Pipe 21/2" Sch.10 Steel Pipe Spacing of Brace 15' 0" (4.57 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 300 Type of Fastener Length of Fastener LC a brand ofd 1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 906 Summary of Pipe within Zone of Influence 2W Sch.10 Steel Pipe (63.5 mm) 15ft (4.6 m) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 1W Sch.40 Steel Pipe (38.1 mm) 44ft (13.4 m) 1W' Sch.40 Steel Pipe (31.75 mm) 45ft (13.7 m) 1" Sch.40 Steel Pipe (25.4 mm) 50ft (15.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 306 lbs (139 kg) Material Capacity 1767 Ibs (802 kg) Fastener Capacity 424 lbs (192 kg) Fig.1000 Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) Structural Member SUPPORT TN WITH 2X BACKING &THROUGH BOLT ASSEMBLY Calculations prepared by JOSEPH FAULKNER *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calailated with Tol-Brace 7 visit us at www.tolco.com O PARALLEL (f) W U n, 0 If N 0 L ANGLE TO VERTICAL (o) .09 o co N o 0 0 45' 0 N CD 730 o M O d4' 520 BLOCKING CONDITION 2x_ on one side 2x_ on both sides 2. Brace and attachment to 2x_ block per NFPA 13 2x_ for larger seismic loads (Required on 6" or Larger) 0 C U E O O-+ ••0 O t � O O -o O '0 -o a) C U 0 o_s 5 U o O a— D o _ 0 0 O o L. O t O O O 0 3 0 0 in the block is approximately parallel connection O `-U 0 O ) s a o +-' p Z 0 c "r v o , 0 0 C 0 0 0 0 '0 O D o .) D 0 o O -D O U 0 o .0 . o 0 0 p O 1) ++ "O U O O O U N •V 0 0 O •—.c.O 0 "' O _ t U t o c Et ,- —1— =1— W O 0 O 0 L U_ V) W V) J z O Ni O W J m O J J ANGLE TO VERTICAL ( a ) O O st O N CO O O LoN side of TJI 0 U 0 0 0 0 0 N x co x 0 O 0 0 c c 0 U 0, c 0 c 0 U C 0 0 0 .0 the table are factor adjustment. 0 0 0 J M M 0 0 En U c • N 0 0 U o • N 0 _sw ▪ 0 F 0C 0 0 • 0 ✓ o N a 0 -c 0 U c O O O • J 0 3 1- 0 U 2O 0 0 O 0 Ti O J U 0 E E c o) •c- 0 O rn O 0 li- 0 C O O O O T O U N O 0 X In E co 0 0 0 N • > > U rn Z • V7 r7 • N 0 W NOTICE A completed, signed, Tukwila Fire Department t Pre. -test Certificate must he presented to theinspector prior to commencement. of Acceptance Testii cf. arty Fire Alarm and :+::.(;+.'Qi i Systems. Failurs: cf ;: >st /ill result in a Re -inspection Fee and termination of the tering. 5 Battery Calculations for Panel: SK 5808 .._..._..._..........._----._.__..........__.--�--.._...-�---._..........._--_.....__.........................�.........._..w.......__._....._............_....1111-...........a....-----1111. Part No:8808 X(L - 5808 XL Intell!Knlght 5808 XL Single loop Job number: Part No. 5808 6 1 Job Qty. 1 name: Drawings Descri •tion Pan& Equipment Intelliknight 5808 Single Loop Main Mother Board Peripheral Devices Standby. 170.0000mA Total Panel Stby 0.0000rnA Total Standby IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 170.0000mA 170.0000inA 0.0000mA Alarm 325.0000mA Total Panel Alarm 176.0000mA Total Alarm 325.0000mAl 325.0000rnAl 528,0000mA PC2R 3 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red (Notification) R4 3 Resistor, 4.7K ohm, 114 watt, for IXA (EOL) 0.0000mA 0.0000mA 0.0000mA 0.0000mA SR _18....SR-StrobeStanda....... 18 SR -Strobe Standard (Notification} 0,0000mA 0.0000mA 94.0000mA 1692.0000mA P2R 3 2 Wire Horn/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 107,0000mA 321.0000mA1 PC2R 4 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red (Notification) 0.0000mA 0.0000mA 107.0000rnA 428,0000mA P2R 7 2 Wire Horn/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 176.0000mA 1232,0000mA 976090 1 End of line resistors, Pkg of 10 (EOL) 0.0000mA 0,0000mA 0.0000mA 0,0000mA P2R 1 2 Wire Horn/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 212.0000mA 212.0000mA P2RK 1 2 Wire Horn/Strobe, Standard cd, Red, Outdoor (Notification) 0.0000mA 0.0000mA 194.0000mA 194.0000mA SD6O0-MIM 2 Mini Module (Signaling line) 0.5500mA 1.1000mA 0.2300rnA 0.4600mA SD500-PS 7 SD500-PS Addressable Pull -Station (Signaling line) 0,5500mA 3.8500mA 0.5500mA 3,8500mA S0505 APS 8 Model SDSO5-APS Addressable Photoelectric Type Smoke Detector (Signaling line) 0.5500mA 3.3000mA 0.5500mA 3.3000mA 1111 SD500-ARM 1111.. _._ ........_. '‘WF -45 -ries 2 __......._ SD500-ARM Addressable Relay Module (Signaling line) .............w-._........_ ._ _ ......._ - -- ._........_._...... 0.6500mA 1.6500mA 0.5500mA , 1.6500mA 0,0000mA -Se s WFD-Series 1 WFD Series Water Ftow Detector (initiating) 0.0000rnA 0,0000mA 0.0000rnA OSY2 1 OSY2 Tamper Switch (initiating) 0.0000mA 0.0000mA 0.0000mA 0.0000mA i 0 Total Peripheral Stby Totat Standby Amps 9,9000rnA 179.9000mA Total Periph Alarm Total Alarm Amps 4616.2600mA 4941,2600mA Compensation Factors - Standby: 1.2 Alarm: 1.2 Standby time: 24 Hrs Alarm time: 5 Min Battery requirement: Requirement with compensation: 4.318Ah 0.412Ah 4.729Ah 5.675Ah Fire Alarm Symbol Legend A SYMBOL DESCRIPTION MODEL NUMBER G H 5808 XL tntelliKnight 5808 XL Single Loop 5808 XL FACP IMMJ Mint Module SD500-MIM l i i SD500-PS Addressable Pull -Station SD500-PS ti. J Model 50505 -APS Addressable Photoelectric Type Smoke Detector 50505 APS 2 SD500-ARM Addressable Relay Module SD500-ARM RM Fs WFD Series Water Flow Detector WFD-Series 40 OSY2 Tamper Switch OSY2 ,`, 2 3 Waterflow •Q••Standard �c 7506 2Wire Horn/strobe Ceiling mount, Stand r cd, Red PC2R 11EOL4.7K o Resistor, 4.7K ohm, 1/4 watt, for IXA R4 SR -Strobe Standard SR LO. 30CD 2 Wire Horn/Strobe, Standard cd, Red P2R MO 30CD W EOL 2,2K a End of line resistors, Pkg of 10 976090 EC>wP95CD 2 Wire Horn/Strobe, Standard cd, Red, Outdoor P2RK EOL 4.7K C C9' 30CD .p. C 30CD EOL 2.2K f2 3000 ..fl. fNe Ct, 30CD 0 EOL4.7K f3. 300D t?n' 30CD 30CD a fJM 30CD oo 3000 30CD .Q. 12VDC 7Ah Back-up Batteries to be used SYSTEM OUTPUTS Required Fire Safety Control Control Unit Annunciation :i /,rp.o /0' ' ri'i /: a'' r / Ci7 : y^' •fry /01,,,g''g, ' .' -'� , `' r�i :rs�i�3 iv Drk. Com; Cl��'�'�� ;`s :�� C� •,W /r` i C r �r7 . r., / ‘,:f Imo, =�,'.. re: '(.e/AZ7 c( :' '� i'E.:� 7:, - . fJl r eZ SYSTEM INPUTS A B C D E F G H 1 Manual Fire Alarm Boxes 0, 0 I 1 2 Srnoke Detectors 2 3 Waterflow 0 01 0 3 4 IN -Duct Srnoke Detectors 4 5 Sprinkler Control Valve 0 0 5 6 Fire Alarm AC Power Failure 0 6 7 Fire Alarm System Low Battery 1 0 0 7 8 Open Circuit 0 10 8 9 Ground Fault 0 0 9 10 Notification Appliance Circuit Short 0 0 10 A B C D E F G H 1 30CD G� C 30CD 30CD recT 30CD 300D OPERATIONAL MATRIX 75500 9 30CD 3000 G 30CD .-.\ 7500 3000 41. EOL4.7K f) 75CD 75CD 1E ,aA 3000 Cary 110CD Circuit Calculations Panel: SK 5808 Card: 00 Circuit:SIGI CircuitName: SIC1 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Cable: Power, Limited, Multiple Conductor #16 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167F Max. operating voltage drop: 10% Job number: 1 Job name: Drawingl Amperage: 1.6000A Device Part No i 5808 XL Panel Appliance Desc Distance Current 001 002 PC2R PC2R 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red, 75CD 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red, 75CD 61'-0 19'-0 176.0000mA 176.0000mA Voltage 20.2V 19.8728V Voltage Drop 19.8048V (0.3272V) (0.068V) 003 PC2R 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red, 76CD 54'-O -01 R4 Resstor, 4.7K ohm, 1/4 watt, for IXA 2'-0 136'-0 176.0000mA. 0.0000mA 528.0000mA 19.7083V (0.0966V) 19.7083V (0V) Total Current: 528.0000mA (Total VDrop Percent:2,43%) Total Voltage Drop : 0.4917V Circuit Calculations Panel: SK 5808 Card: 00 Circuit:SIG2 CircuitName: 5102 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 1.5000A Cable: Power, Limited, Multiple Conductor#16 Calculations based on Running Total Length. Design Criteria: Arnlienttemperature: 167"F Max. operating voltage drop: 10% Job number: 1 Job name: Drawings Device 001 002 003 004 005 006 007 008 009 010 Part No 5808 XL P2R PC2R SR SR PC2R SR SR PC2R SR Appliance Desc Panel 2Wire Horn/Strobe, Standard cd, Red, 30CD 2Wire Horn/Strobe Ceiling mount, Standard cd, Red, 30CD SR -Strobe Standard, 30CD SR -Strobe Standard, 30CD 2Wire Horn/Strobe Ceiling mount, Standard cd, Red, 3000 SR -Strobe Standard, 3000 SR -Strobe Standard, 30CD 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red, 30CD SR -Strobe Standard, 30CD Distance 10'-0 11'-0 22-0 15`-0 19'-0 18'-0 • 2-0 31'-0 28'-0 Current 107.0000rnA 107.0000mA .................................. 94.0000mA 94.0000rnA 107.0000mA 94,0000mA 94.0000mA 107.0000mA 94.0000mA Voltage 20.2V 20.0597V 19.9173V 19.6565V 19.4929V 19.3039V 19,1445V 19.1287V 18.9132V 18.7491V Voltage Drop (0.1403V) (0.1424V) (0.2608V) (0.1635V) (0.189V) (0.1595V) (0.0158V) (0.2154V) (0.1641 V)p (0.0344V) 010711V)1 (0.015V) SR 011 SR SR -Strobe Standard, 30CD SR -Strobe Standard, 3000 012 013 014 -01 SR PC2R SR R4 SR -Strobe Standard, 3000 2Wire Horn/Strobe Ceiling mount, Standard cd, Red, 3000 SR -Strobe Standard, 30CD Resistor, 4.7K ohm, 1/4 watt, for IXA 7'-0 18'-0 5'-0 12'-0 14,-0 o,-0 94.0000mA 94.0000mA 94.0000mA 107.0000mA 94.0000mA 0.0000mA 18:7147V 18,6436V 18.6286V 217-0 1381.0000mA Total Current: 1381.0000mA (Total VDrop Percent:7.97%) Total Voltage Drop : 1,6093V 18.6041V 18.5907V 18.6907V (0.0245V) (0.0134V) (0V) wP 9500 75CD Q� 0 t.' C 3000 C75CD� 75CD �Q �M SK 5808 C 75CD Vfl�\ 4 M'5 • F F 2 Ail 0.14jqf-i40) deLrf.eS 4v f70,1+ acid vc$S4Si <1' No avvt-a 4-s- show,, oteaw",hSS. V.4 4,I1 eve 4n, 1 -hey Plait S.e Pro)^>~ til; t,,�t..✓iso• ��. / �hsiq ti Gs b regtlti- t14�d it 014 h , o•. kewi(4 Cj Yc,•l-I-b�ait��. Circuit Calculations Panel: SK 5808 Card: 00 Cirouit:SIG3 CircuitName: SIG3 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Cable: Power, Limited, Multiple Conductor #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167F Max. operating voltage drop: 10% Job number: 1 Job name: Drawingl Amperage: 1.5000A Device 001 002 Part No 6808 XL P2R P2R Appliance Desc Panel 2 Wire Horn/Strobe, Standard cd, Red, 75CD 2 Wire Horn/Strobe, Standard cd, Red, 75CD Distance 61'-0 17'-0 Current 176.0000mA 176.0000rnA Voltage 20.2V 19,6649V 19.5348V Voltage Drop ........................... (0.5351V) (0.13V) 003 004 005 006 P2R P2R SR SR 2 Wire Horn/Strobe, Standard cd, Red, 75CD ................_.......................m.-.,._.m..._..w....�..........._....,,,........_...._...._-1111_ 2 Wire Horn/Strobe, Standard cd, Red, 75CD SR -Strobe Standard, 3000 SR -Strobe Standard, 30CD 13'-O 15'-0 14'-O 176.0000mA 176.0000mA 94.0000mA 94.0000mA 19.45V 19.3689V 19,3304V 19.2789V ... (0.0848V) (0.0811V) (0.0385V) (0.0515V) 007 008 009 010 011 -01 SR P2R SR . SR SR 976090 SR -Strobe Standard, 300D 2 Wire Horn/Strobe, Standard cd, Red, 30CD SR -Strobe Standard, 3000 SR -Strobe Standard, 30CD -............._,.......................1111...-........_.....,.,,,.-,. SR -Strobe Standard, 30CD End of line resistors, Pkg of 10 10'-0 29'-0 2'4) 10'-0 34'-O a,*0 214'-0 94.0000mA 107.0000mA 94.0000mA 19.248V 19,1761V 19.1725V 94,0000rnA 19.1605V 94.0000mA 19.1401V 0.0000mA 1375.0000mA 19.1401V (0.0308V) (0.072V) (0.0036V) (0.012V) (0.0204V) (0V) Total Current: 1375.0000mA (Total VDrop Percent:5.25%) Total Voltage Drop : 1.0599V 1 Circuit Calculations Panel: SK 5808 Card: 00 ,Circuit:SIG4 CircuitName: S1G4 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 1.5000A Cable: Power, Limited, Multiple Conductor #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167"F Max. operating voltage drop: 10% Job number: 1 Job name: Drawingl Device Part No 5808 XL Panel Appliance Desc Distance Current Voltage Voltage Drop 001 002 003 004 005 006 007 008 009 -01 P2RK P2R P2R SR 2 Wire Horn/Strobe, Standard cd, ,Rett. Outdoor, 95C0 2 Wire l;'orn/Strobe, Standard cd, Red, 1100D ,....._...._......................................._.�................................... 1111.. 1111. 2 Wire. torn/Strobe, Standard cd, Red, 75CD SR -Strobe Standard, 30CD 72-0 61'-0 18'-0 20'-O 194.0000mA 212.0000mA 176.0000MA 94.0000mA 20.2V 19.5923V? (0.6077V) 19.1529V (0.4394V) 19.0476V (0.1053V) 18.953V' (0,0946V) P2R 2 Wire Horn/Strobe, Standard cd, Red, 75CD SR P2R 20'-0 SR -Strobe Standard, 30CD 2 Wire Horn/Strobe, Standard cd, Red, 7500 36-0 23'-0 176.0000mA 94.0000mA 176.0000mA 18.8705V (0.0826V) P2R SR R4 2 Wire Horn/Strobe, Standard cd, Red, 30CD SR -Strobe Standard, 3000 Resistor, 4.7K ohm, 1/4 watt, for IXA 23'_0 8'-0 3'-0 107.0000mA 94.0000mA 0.0000mA 18,7653V (0.1052V) 18.71V (0.0553V) 18,6805V (0.0295V) 18,6757V (0.0048V) 18.6757V (0V) 28Y-0 1323.0000mA MM 4 Total Current: 1323.0000mA (Total VDrop Percent:7.56%) Total Voltage Drop : 1.5243V TUKWILA FIRE DEPART' l ,3ase call: 575-440Z and give this job No. 8 b 1-1 tz�id cx;,ct address for shut' :iuH`ra of re:;;;;)ration ataorov $, • 0 0 Without Comments As Noced in Red Per The Attached Letter 'hese plans have been reviewed by The Tukwila Fire evention Bureau for conformance with current City 'ndards. Acceptance is subject to errors and oissions which do not authorize violations of adopted a ndards and ordinances. The responsibility for the equacy of design rests totally with the designer. 1 cions, deletions or revisions to these drawings after s date will void this acceptance and will require a .:submittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by Tne Tukwila Fire Prevention Bureau. Date: 2 I' I ( By: A -v-‘51( D B DRAWN BY: ROBERT VAUGHN L & I #VAUGHR*981 O4 SEATTLE FIRE DEPT. #SCPV-04243 NICET 3 #115522 CITY OF REDMOND-DESIGNER OF RECORD #10-B-113 PROPERTY OF AND ALL RIGHTS RESERVED FIRE PROTECTION INC DATE: 0112412011 FIRE PROTECTION INC. 1730 Gibson Road Everett, WA. 98204 42-90-9600 FIRE ALARM -RISER DETAIL/BATTERY CALCS SIZE FSCM NO. FIREPI*021 ML DRA PROFESSIONAL CENTER 13530 53RD AVE SOUTH TUKWILA, WA. A PAID J&N 26 2011 TU , WILA FIRE DWG NO. FA 1.0 REV 1 SCALE: 1/813 ^ 1' 0" SHEET 8 7 6 5 4 3 1 D A FIRE SPRINKLER ROOM ALL. FIRE SPRINKLER CONTROL VALVES, OUTDOOR PIV AND VAULT TAMPERS TO BE SUPERVISED 1018/4 FPLR TO FACP SLC #18/4 FPLR F t16/4 FPLR TO FACP SIG1 #16/4 FPLR M33.008 r 27. Z.:'' m3V40,4 MMIMM M s ELECT. ROOM S G1.001 C 7SCD STORAG 5101.002 C 750D BASEMENT RM M33.010 RM M33.009 M33.011 • l M33.007 5101 EOL 4.7K f2 SIG1.003 C75CD STORAGE ELEV. MACH, ROOM TREATMENT BAY S102.008 0 30CD TREATMENT COORDINATOR S1G2.0071 ..' SIG2.008 30C 3000 TREATMENT COORDINATOR .6 - OFFICE MNGR/ WORK 5102.003 30CD $102.009 ,..,. 30CD 1i RECEPTION IL1 BRUSH STERILE 30CD \, 5102.010' • 30CD ! 30CD 5102.012 TOILET ezr . �xr . r, zez22zzz .7, z 1ST FLOOR Fire Alarm Symbol Legend SYMBOL DESCRIPTION MODEL NUMBER 5808 XL IntelliKnight 5808 XL Single Loop 5808 XL I FACP Mini Module SDS00-MIM MM Ri 5D500 -PS Addressable Pull -Station SD5o0-PS 0 Model 80505 -APS Addressable Photoelectric Type Smoke Detector SD545 APS ! M SD500-ARM Addressable Relay Modulo SD500-ARM 0 WFD Series Water Flow Detector WFD-Series 0OSY2 Tamper Switch OSY2 OD: OD: (C 75CD 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red PC2R in EU. 4.7K Ci Resistor, 4.7K ohm, 1/4 watt, for IXA R4 ;per 30CD SR -Strobe Standard SR 2 Wire Horn/Strobe, Standard cd, Red P2R _ ©• 30CD ® EOL 2.2K C End of line resistors, Pkg of 10 976090 M ' wp 95CD 2 Wire Horn/Strobe, Standard cd, Red, Outdoor P2RK SERVER/ STORAGE SLC #18/4 FPLR DRAWN BY: ROBERT VAUGHN L & I #VAUGHR*981Q4 SEATTLE FIRE DEPT. #SCPV-04243 NICET 3 #115522 CITY OF REDMOND-DESIGNER OF RECORD #19-B-113 PROPERTY OF AND ALL RIGHTS RESERVED FIRE PROTECTION INC DATE: 01/24/2011 SIG2 #1614 FPLR 1 D C B FIRE PROTECTION INC. 1730 Gibson Road Everett, WA. 98204 425-290-9600 FIRE ALARM -BASEMENT & 1ST FLOOR SIZE FSCM NO. FIREPI*021 ML DRA PROFESSIONAL CENTER 1353053RD AVE SOUTH TUKWILA, WA. DWG NO. FA2.0 REV 1 SCALE: 1/8" 1' 0" SHEET 8 7 6 5 � 4 3 1 A D B A STUDIO 5103.008 30 0 REST RM 30CD 5=03.008 Dr4 1i sio3.003 75CD REST RM 5103.40'7 300D 3103.408 CONFERENCE 30CD SIG3.005 KITCHEN EE SIG3 EMI 2.2K it TO FACP SLC #18/4 FPLR f f SIG3.001 75CD TO FACP SIG3 #16/4 FPLR M33.018 SIC4.005 75CD ...113104.000 3RD FLOOR Fire Alarm Symbol Legend SYMBOL DESCRIPTION MODEL NUMBER 5808 XL InteiliKnight 5808 XL Single Loop 5808 XL FACP IMMI Mini Module SD500-MIM 305000 -PS Addressable Pull -Station S0500 -PS 0 Model SD505-APS Addressable Photoelectrc Type Smoke Detector SD505 APS SD500-ARM Addressable Relay Module WFD Series Water Flow Detector $D500 -ARM WFD-Series RM 0 e OSY2 Tamper Swttc1 OSY2 AK C 75CD 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red PC2R EOL 4.7K 0 Resistor, 4.7K ohm, 114 watt, for IXA R4 SR -Strobe Standard SR ,©. 3000 30CD 2 Wire Horn/Strobe, Standard cd, Red P2R W EOL 2.2K 0 End of line resistors, Ping of 10 2 Wire Horn/Strobe, Standard cd, Red, Outdoor 976090 P2RK H *-wp 95CD ti SIG4•003 7501 tf'.% k o.r VA SMG 002 110CD 5104.007 #18/4 FPLR TO FACP SLC #18/4 FPLR DRAWN BY: ROBERT VAUGHN L & I #VAUGHR*981 Q4 SEATTLE FIRE DEPT. #SCPV-04243 NICET 3 #115522 CITY OF REDMOND-DESIGNER OF RECORD #10-B-113 PROPERTY OF AND ALL RIGHTS RESERVED FIRE PROTECTION INC DATE: 01/24/2011 TO FACP SIG4 #16/4 FPLR — ift16l4 FPLR i UUP 9500 3104.001 C B FIRE PROTECTION INC. 1730 Gibson Road Everett, WA. 98204 425-290-9600 FIRE ALARM -2ND & 3RD FLOORS FIREPI*021 ML SIZE FSCM NO. DRA PROFESSIONAL CENTER 13530 53RD AVE SOUTH TUKWILA, WA. DWG NO, FA 3.0 REV— 1 SCALE: 118" 11 lit SHEET 8 7 6 5 4 1 SSMH RIM 58.75 lE 50.05 5=0.06419 99.9' MH to MH SD.cB �- "RIM 39.25 18" !E /N'34.45' i` .18" IE OUT 34 35 , SAWCJT &,PA TC,�y PER STAND /DETAIL RS/ -O / J SAN V CROSSING SEWER IE ,33.0 SAN STOW 3j1r 5 1 FOUND PK 6" CLEANOUT -' o.o4'E 1.49 - OF CAL&C. POS. IE 34.52 ,' sD SDCB RIM_ 41.91 18" IE OUT 38.26, , • , • , • W ST = .:, 190.9' Ty CONNECT T I SEWER 9; 4 CONTRACTOR SHALL V eRIFY INVERT ELEVATION AND ADJ - GRADES AS NEC _="''�.�►-"' ' rim z , I Mr� 52ND RIMSS3.W \ !E '24.53838 W , , 1 • • STA 10+69.-7, 139.6' LT POINT OF CONNECTION FOR 24 LF 2.5" SERVICE -LINE STA 10+68:5; -1371' LT 1-4" TAPPING - TEE THRUST BLOCKING SA WCU T & PATCH - - -PER STANDARD DETAIL RS- 03 1, 1 PIV WALL MOUNTED STA 11+10.7,, 15 SEWER STUB, IE CAP & MARK 5' UTILITY ROOM FFE = 42.2,____ STA 10+85.7, 132.0LT 2" WAT�tJ_ MEIER_ PER D TD T WS -03 TA 10+92.6, 125.5' L T 27 LF 4" FIRELINE ' - - -CAP &- MARK- -5 FROM BLD STA 10+92.5, 120.5' LT 2-7LF 4" FIRELINE CAP' &-MARK 5' FROM BLDG 1 1 1 •• / SDCB / RIM 31.81' 18" IE IX: 28.11 18" IE/OUT 27.91 1 • • • • ‘ • STA 10+69.6, 87.8' 1-4" 90' DI BEND THRUST B&PCKING STA 10+35.1, 67.4' LT - 1 -6" T1-6" TAPPING TEE THRUST BLOCKING SAWCUT & PATCH PER STANDARD DETAIL RS -03 FOUND PK NAIL 0.07'E & 0.45'S BM #1 • STA 104-81.1,,79.1' LT 15LF4"DI ; FIRE DEPARTMENT CONNECTION PER DETAIL ;2/C2.0 STA"10+55.8, 57.. FIR 'Si ` RA ° " y.tnd a H, s bearing d ``lith tesp re,D0 1z3 ienVried or LT b a.: heduies. �mmusio �he "due SliOn Of ';J 1i1 u " of person Iss S a SITE PLAN SCALE: 1 "=20'-0" FLANGE 6' TO 10' ABOVE FLOOR 2' CLEARANCE MOUND PIPE THROUGH FLOOR PE It PE OR FL x PE SPOOL STORZ TYPE FIRE DEPT CONNECTION W/30' ELBOW NON -SWIVEL INCLUDE -4' KNOX FDC CAP MEGA LUG OR FLANGE 90' THURST BLOCK SIZED TO SPEC 4' or 6' GALV 90' BEND STA 10+00 A T SW _P-ROPERTY.CORNER 4' TO 6' GALV STEEL FLANGE x MJ OR MJx MJ WITH . MEGA LUGS FIELD LOCK GASKETS SUPPLY AND DRY SIDES CLASS 52 DI 4' MIN .,'n 1' SADDLE TAP BALL DRIP CHECK VALVE ASSEMBLY GEO FILTER FABRIC 1' TO 1-112' WASHED ROCK THURST BLOCK SIZED TO SPEC FLOOR FLANGE SUPPLY FIRE DEPARTMENT STAND PIPE AND DRY SIDES CONNECTION WITH STORZ 30° ELBOW NOTES • 1 SUPPLY AND DRY ONES TO BE RESTRAINED BY FIELD LOCK GASKETS ON BELL JOINTS. MEGA LUGS AND BLOCKING AT ALL 0 WM0E IN DIRECTION . PIPE TO BE CLASS 52 DI PIPE. • 2 FIRE SYSTEMS SHALL BE DESIGNED BY A NICET LEVEL 3 DESIGNER. FIRE SYSTEMS SHALL 8E INSTALLED BY A NICET LEVEL U CERTIFIED DESIGNER. 3 1' SADDLE TAP BALL DRIP WITH 90' DOWNTURN INA BED OF 1' TO 1-1/2' WASHED ROCK ENVELOPED IN GEO FILTER FABRIC. HEIGHT OF DRIP CHECK DETERMINED BY DRAINAGE BAND GROUND WATER ELEVATION. FDC TO BEA 4' STORZ NON -SWIVEL 30' DOWN ELBOW WITH LOCKING FDC STORZ CAP (13080 FROM W W W.KNOXBOX.COM). FOC STANDPIPE TO BE PAINTED WITH 2 COATS HIGH GLOSS RUST-O-LEUM FIRE DEPT RED BARREL NO. 1210. DO NOT PANT 30' ELBOW. 6 CENTER OF P515 HYDRANT TO CENTER OF FDC TO BE NO MORE THAN 50' AND NO LESS THAN 4' APART. 6. PRESSURE TESTING PER NFPA 24 STANDARDS IN 200 PSI FOR 2 HOURS. 7. FLUSH PER NFPA 24 STANDARD. FULL FLOWS WITH BURLAP BAGS FOR DEBRIS INSPECTION. FLOW OF FLUSH WILL BE NO LESS THAN 10 CUBIC FEET PER SECOND. & SOURCE WATER FOR FLOW TESTING TO BE PROTECTED BY MEANS OF A TEMPORARY DCVA THAT HAS BEEN VERIFIED TESTED BY ABACKFLOW ASSEMBLY TESTER. DCVA'S ARE TO BE A MINIMUM OF 4' DIAMETER AND SIZED TO ACHIEVE PROPER FLOW FOR FLUSH AFTER HYDRO TESTING HAS BEEN ACHIEVED. FLOW CALCULATIONS TO BE ESTABLISHED BY A NICET LEVEL 3 SYSTEM DESIGNER. FIRE DEPARTMENT CONNEC TION DE TAIL SCALE: NONE FIRE DEPARTMENT CONNECTION 11+00 , • , • • • • • • % 1:3� TH STI `'. (NOT OPEN) ` 4- SANITARY SEWER & WA TER PLAN SCALE: 1" = ' 20' FLOW TEST INFORMATION STATIC RESIDUAL FLOWING LOCATION 120 PSI 20 PSI 6500 GPM INTERURBAN & 53RD DATE OF TEST BY WHO UNKNOWN TUKWILLA FIRE DEPT. WALL MOUNTED POST INDICATOR VALVE W/TAMPER BACKFLOW DETAIL N.T.S. BACKFLOW DETAIL 2.5" ■�� 90 ELL ■ 1 ■ 4" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY ro 0 BUTTERFLY VALVE w/TALVER SWITCH 4' CHECK VALVE III 51 e1 -A ✓l C' DRAIN TO OUTSIDE 1 4, 4 , 4 4 , , 4 ISA , 2. LI v EXTERIOR 10' POTTER 24 VOLT ALARM BELL 11 ORI 14'30 BOX 1 , 1 , , , 1 1 1 , I 4" WILKINS o DOUBLE CHECK PIPE SLEEVE THRU SLAB . PIPE SLEEVE-' c?. THRU SLAB 1 , 1 BACKFLOW ASSEMBLY w/OUTSIDE WALL PIV (BOR) r/SLAB LEVEL U.G. PIPING(.9) • RISER DETAIL N.T.S. RISER DETAIL OL © Without Comments ES As Noted in Red el 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. rot a .ithorize violations of adopted standards 'anti ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or=1./i l,r)r..s1 to these drawings after this date will vuld Arid will require a resubmlttai of reviser; dr 1i•111rtq.( , tor ,ubsequent approval. Final acceptance is sutki r t w fff4Lld test and Inspection by The Tukwila Fire Prevention et,`re i, Date: q-4-10 By: A -1,s1 DRAIN TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL FAST CLAMP RISER BRACE MAMA FIRE DEPART Reese call: 575. 1 and give this 1 11 down br restoration approval, UNDERGROUND NOTES: 1) ALL UNDERGROUND BY OTHERS. Contractor to be State Licenced and Certified to install Underground Piping Per WAC 212-80. 2) Pipe type and class to meet Local Jurisdiction Approval. 3) All underground piping shall have a Minimum 3'-0" Bury. 4) All underground piping shall be UL Listged and/or FM Approved for Fire Protection. 5) All underground piping shall be rodded and/or blocked in accordance with the specifications and NFPA 24. 6) All underground piping shall be Hydrostatically tested at not less than 200 PSI for two hours in accordance with NFPA 24. 7) All underground piping shall be flushed in accordance with NFPA 24. Flow the required rate until water is clear as indicated by no collectioin of foreign material in burlap bags at outlets. 8" - 1,560 GPM 8) All underground installation and testing to be witnessed by the local authority having jurisdiction. Notes: 1. SYSTEM TYPE: WET SYSTEM THROUGHOUT 2. CONSTRUCTION TYPE: COMBUSTIBLE, OBSTRUCTED 3. SPRINKLER SYSTEM DESIGNED, INSTALLED: BRACED AND TESTED PER NFPA-13. 4. ALL MATERIAL SHALL BE NEW AND U.L. LISTED AND F.M. APPROVED. 5. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE CONTRACTORS (Sc OWNERS RESPONSIBILITY TO INSULATE WET SYSTEMS PROPERLY 8c TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVE CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 6. SPRINX FIRE PROTECTION SHALL NOT BE 'RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 7. ALL ELECTRICAL, PAINTING, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 8. PIPE SIZING PER NFPA-13, SYSTEM HYDRAULICALLY CALCULATED. 9. EARTHQUAKE BRACING PER NFPA-13. 10. ONLY NEW SPRINKLERS SHALL BE EMPLOYED IN THE INSTALLATION OF THE SPRINKLER SYSTEM. 11. A STOCK OF SPARE SPRINKLERS OF EACH STYLE, TYPE, AND TEMP. RATING ALONG WITH A SPRINKLER HEAD WRENCH SHALL BE LOCATED AT THE MAIN RISER. 12. ALL MAIN PIPING 2)/2" - 4" IN SIZE TO BE ALLIED DYNAFLOW 'THINWALL PIPE. ALL MAIN PIPING TO HAVE GROOVED FITTINGS WITH WELDED OUTLETS 13. ALL LINE PIPING 1" - 2" IN SIZE TO BE SCH-40 PIPE, WITH CAST OR DUCTILE IRON THREADED FITTINGS. . 14. SYSTEM DESIGN PER ORDINARY HAZARD pROUP ,1. 15. LINE PIPE HANGERS TO BE SAMMY LAG:SCREWS, ROD AND RINGS. 16. MAIN PIPE HANGERS TO BE SAMMY LAG SCREWS, ROD AND RINGS. (SEE HANGER DETAILS) 17. SPRINX FIRE PROTECTION WORK TO BEGIN AT UNDERGROUND FLANGE WITHIN SPRINKLER ROOM 1 0 ABOVE FINISH FLOOR. Weld stamps must be inspected before pipe is hung. p_Qngt paint piping prior to hydrostatic test • 14 ® 142 (1/2",K=5.6) (1", K=5.6 ) (1", K=5.6 ) VICINITY MAP (11 tiklswl la SPRINKLER LEGEND PAID SEP 2 2 2010 TUKWILA FIR 4z- 74% HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. (on Drop) HEAD6B-VIKING VK176 QR CHROME DRY PENDENT -155 DEG. HEAD8-VIKING VK300 QR BRASS UPRIGHT -200 DEG. SIDE1-VIKING VK178 QR CHROME DRY HORIZONTAL SIDEWALL-155 DEG. SIDE3-VIKING VK305 BRASS QR HORIZONTAL SIDEWALL-155 DEG. 188 TOTAL SPRINKLER THIS PROJECT PROJECT DRA PROFESSIONAL CENTER ADDRESS 13530 53RD AVENUE SOUTH CITY TUKWILLA, WA 98168 TITLE: FIRE SPRINKLER DRAWING _ SPRIN A Fire Fire Protection PMB-42 5114 Pt. Fosdick Dr. NW #E Sprinkler Gig Harbor, WA. 98335-1735 Corporation Phone 253.853.7780 Cont. Lic. # SPRINFP011LS Fax 253.853.5890 Date: 09/09/2010 Drawn: CLH Page 1 of 3 al REVISIONS DESCRIPTION GENERAL HMS CORPORATION DATE ADDRESS 4031 AURORA AVE N, STE 100 cin' SEATTLE, WA 98103 SUPER. RICH - JOB PHONE # 206-424-9355 FIELD INSPECTIONS NAME CITY OF TUKWILLA FIRE MARSHAL PHONE # 206-575-4439 STANDARD SYMBOLS Ha— 1 Pipe Coupling Pipe Drop Pipe Rise Pipe End Cap 2—WAY EARTHQUAKE BRACE 4—WAY EARTHQUAKE BRACE PIPE HANGER FIRE DEPARTMENT CONNECTION ,i 1 , / tt?, „1, WA. STATE LEVEL 3 STAMP SA iTiewiii FP -1 .0 File: DRA PROFESSIONAL CENTER f FLOOR CONTROL VALVE 9\6 (SEE RISER DETAIL) SUPPLY 4 4 FDC SEE SITE PUN FOR UNDERGROUND DETAILS 0 1� SPRINKLER ROOM 18'-0" 10 [9-9] 234 t1 -441 / EI_ECIR ROOM i 2 a 10 c�.Y 21-9 2 (9 9=441 / 2 10'-7"- 4 - 10' -7" 18'-0" ----10' -7" -5,-72,>� OVERHEAD DOOR CO O • 020 10-7 ,14 10-7 114 1-10- 0 8-9 -6 11-9 4-10 1L 3121 21-0 / 114 11-10 / 114 &/ 11¢ 4.4 �vv 4-10 0 11-10 sNu ^O 14" TJI 0 16" O.C. 0 AU STORAGE 11-11 2 12-941 VL Jx2i -1 1 40 114 1- ® 1 / 5-7 1 0-914 11-10 / ".v^ SUPERVISED SHUT-OFF VALVE NO HIGHER THAN 6'-O' AF.F. 114 11-10 0 CO I 0 10-7 14 12-914 GL 5x21 ROANg co' :N r ELEVATOR ROOM :N o N CO 6I CO I 10-7 14" TJI 0 16" O.C. i 0-6 10-7 2 c GL 5x21 0-8- 114 10- 114 10-$ 0 I 10-741 ci in STORAGE F- 1 10-7 CO • 1 0 • I 0 --5'-10"-- 11'-10" 11'-10" UNE OF FLOOR ABOVE --5' 10" -- -5' -4"-- 10' 10'-7" -5' 4" - BASEMENT FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 ROOF DECK BRANCH LINE " -MIN 6" -MAX N-BRASSUPRIGHT 1"x1/2"x1" TEE \\..1" PLUG FOR FUTURE CEILING SPRINKLER BRANCHLINE DETAIL w/UPRIGHT M -5E TJI SOLID WEB TRUSSES ROOF DECK J EXISTING BRANCH LINE 31 1" -MIN 6" -MAX EXISTING BRASS UPRIGHT —1"x1/2"x1"TEE REMOVE EXISTING PLUG AND ARM OVER TO NEW PENDENT SPRINKLERS (TYP) rREDIJCING COUPLING DROP GRID CEILING NEW ' VIKING' MODEL "M' OR RECESSED PENDENT T.I. BRANCHLINE DETAIL w/UPR IN VOID TJI TRUSSES & PENDENT M-5F.dwg FIG. 909 SWIVEL SWAY BRACE FITTING 14"x 0-3" LAG SCREW BRACE PIPE FIG. 1000 "FAST CLAMP"® SWAY BRACE ATTACHMENT LATERAL EARTHQUAKE BRACE IA9g@ NON -THREADED BRACE PIPE TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) 3/8" A.T.R COMPOSITE WOOD JOIST (TJI) `•SAMMY SCREW GST -20 GST -30 „-2(1" 4 2PIPE)E) PIPE RING LINE HANGER DETAIL TYPICAL J/Z"x 0-3" LAG SCREW TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP"® FIG. 909 N0 -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE 3" MAX 4 WAY EARTHQUAKE BRACE TOLCO FIG. 907 J LATERAL/LONGITUDINAL EARTHQUAKE BRACE i LONGITUDINAL EARTHQUAKE BRACE 14"x 0-3" LAG SCREW BRACE PIPE Ul!A.Sul5l1 NON -THREADED BRACE PIPE F0FORCES PARALLEL TO TJI JOISTS 1. 2x_ Douglas fir or southern pine no. 2 or better with ten 12d (3)/4") common (16d sinker) nails 2. Brace and attachment to 2x_ block per NFPA 13 3. Optional 2x_ for larger seismic loods (Required on 6" or Larger) * Do not use this detail for loads perpendicular to the joist * Make connection in top half of block, centered at least 4" from the end of the block * The direction of the wood grain in the block is approximately parallel with the broce EQ3 Gap 1" minimum D" maximum Gap Brace must be in a plane parallel with the joist 1" minimum D" maximum Section A -A ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) BLOCKING CONDITION ANGLE TO VERTICAL (a) 30' 45' 60' 2x_ on one side 440 620 ' 760 2x_ on both sides 520 730 900 * The loods in the table 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). * The forces include a 1.33 duration factor adjustment. EQ4 FOR FORCES PARALLEL OR PERPENDICULAR TO TJI gOISTS 1. 3/4' x 6" x 12" plywood each side of TJI wgb 2. No. 6 x 2" long (minimum) drywall screw (6 each side) 3. Washer 4. Swivel sway brace fitting (equivalent to TOLCO Incorporated Figure 910 or Figure 911) 5. Y2" diameter bolt ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) ANGLE TO VERTICAL ( a ) 30° 45° 60° 450 620 690 * The loads in the table are based on the controlling connection to the joist. * The forces include a 1.33 duration factor adjustment. 0 18'-0" 13'-0" 13'-O" UNE OF FUOR ABOVE tUN 1 ^ 134 r-rsk/ /O \ N 114 9-8 3-4 114 13-0 114 -6'-0"--- 0 -6'-0"-- 0 0 12-0 12'-0" (73 0 12-0 '142 0 2'RL'--ino 12'-0" - ----6'-2"--- GL 5x21 CD 0 I 0 12-0 9-11 FLOOR CONTROL ALVE (SEE DETAIL) 12-0 ��i+�C° Q� O GL 5x21 114 9-10 12 0 0 12-0 12'-0" FUTURE OFFICE TENANT SPACE 11( 12-0 12'-0" 14" TJI 0 1610.C. MECH E C MAJN134 14 114 8-7 9-10 ti Cs) GL 5x21 12-0 ELEVATOR e - 141 5-411 0 10'-0" 9-1141 GL 5x21 12-0 GL 5x21 CO 0 --5' 0" / 9'-1 " 114 9-141 / 114 -cQ 2 RESTROOM \ / 11-4 114 3-:1.: Up 8-10 1 - 634- ® / 7-0 STAIRS 0 I fir} 30 8-1131 114 1/ 8-1111 1-311 134 0 10-0 114 1-1131, 134 (JAR & PEND N rc 1141 / h `K."-1011 —7( (0 I 9 in 9-111 12'-0" 114 1 7-6 (.0 12-0 5x21____._a; 18-014 -STAIRS- 7- up I 0 10-0 141 1-1151 3044 c I 0 UNE OF FLOOR ABOVE 4-7' (u G,o 1 -6" 9' 0" 10'-0" 0 I 0 4 -0" 0 0 LEVEL 1 FIRE PROTECTION PLAN For "A" Dimension: 1. Determine distance from face of tee to finished ceiling. 2. Round to nearest 1/2" 12,7 mm) between 1-1/2" 1 219 mm). NOTE: Deflector will be located approximately 3-7/16" (87,3 mm) below ceiling with 1" (25,4 rnm) upward and 1" (25,4 mm) down- ward adjustment available. A Finished Ceiling 1-1/2" (38,1 mm) diameter 1 FriJ. Minimum ceiling hole diameter: 1-3/4" (44,5 mm) Maximum ceiling hole diameter: 2-1/4" (57 mm). 3-1 16" 13/16" (20,6 mm) 77,8 mm Sleeve finish matches escutcheon. 2-7/16" Minimum II Deflector at Minimum Distance Below Ceiling 4-7/16" (112,7 mm) Maximum Deflec or at Maximum Distance Below Ceiling Note: To locate deflector at minimum distance be- low ceiling, with no upward adjustment available, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) shorter than "A" dimension. Note: To locate deflector at maximum dis- tance below ceiling, with no downward adjustment avail- able, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) longer than "A" dimension. Viking Quick Response Adjustable Standard Dry Pendent Sprinkler with up to 2" (50,8 mm) of adjustment available. For "A", Dimension: 1. Determine the distance from face of tee to finished face of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately 4-1/4" (108 mm) from wall with adjustment available. vyfirm Minimum wall opening Maximum wall opening Viking Quick Response Finished Ceiling Finished Wall 4" (102 mm) Minimum 6" (152 mm) Maximum illhillirliti/2" (712,7 mm) 13/16' finish of escutcheon. I L Sleeve diameter: 1-1/2" (38,1 mm). Sleeve finish matches (20,6 mm) Deflector at Minimum Distance From Wall Deflector at Maximum Distance From Wall NOTE: To locate deflector at minimum dis- tance from wall with no adjustment available, order the standard Quick Response Dry Horizontal Sidewall sprinkler 1" (25,4 mm) shorter than "A" dimension. NOTE: To locate deflector at maximum distance from wall with no adjustment available, order the adjustable standard Quick Response Dry Horizontal Side- wall sprinkler 1" (25,4 mm) longer than "A" dimen- sion. Adjustable Standard Dry Horizontal Sidewall Sprinkler 08384 (SIN VK178). Ceiling Opening Size: 2-1/2" (63.5 mm) maximum 2-1/8" (54 mm) 2" (50.8 mm) Maximum -1/8" (28.6 mm) Minimum Viking Quick Response Pendent Sprinkler 06662B (VK302) NPT 2-11/16" HSW Sprinkler 12121 (VK305) 2" (50.8 mm) Maximum 'VIKING' Viking Quick Response Upright Sprinkler 06662B (VK300) Installed with a standard 1/8" (3.1 mm) surface -mounted escutcheon Wall Opening Size: 2-5/16" (58.7 mm) minimum (52.4 mm) Minimum Maximum Installed with a Microfast Model F-1 Adjustable Escutcheon * Note: at maximum, adaptor is exposed 1/2" (12.7 mm) from face of wall Viking Horizontal Sidewall Sprinkler (VK305 or VK319) SPRINKLER LEGEND 28 1 42 188 (1 /2",K=5.6) HEAD1 -VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. (on Drop) HEAD6B-VIKING VK1 76 QR CHROME DRY PENDENT -155 DEG. HEAD8-VIKING VK300 QR BRASS UPRIGHT -200 DEG. SIDE1-VIKING VK1 78 QR CHROME DRY HORIZONTAL SIDEWALL-155 DEG. SIDE3-VIKING VK305 BRASS QR HORIZONTAL SIDEWALL-1 55 DEG. TOTAL SPRINKLER THIS PROJECT LU <0 0 CC o co 0 !!z c6 o CN CL 6 - DZ Protection cc ro -J Date: 09/09/2010 REVISIONS DESCRIPTION HMS CORPORATION cn CC w- cNi co 0 0 INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL 206-575-4439 00 00 STANDARD -o LLJ 0 LLJ 4—WAY EARTHQUAKE BRACE PIPE HANGER FIRE DEPARTMENT. CONNECTION WA. STATE LEVEL 3 STAMP FP -2.0 File: DRA PROFESSIONAL CENTER c L) 0 0 0 -4- 18'-0" UNE OF FLOOR ABOVE 0 0 1u m 0 / 2-6 •- o 0 I 6-0 FUTURE OFFICE TENANT SPACE 114 6-0/ CO o• ' 1 12-0 GL 5x21 18'-O" UNE OF FLOOR ABOVE 18'-0" o CO 10' -0" / 0 10-0 0 - GL 5x21 0 13-0 10'-0" 2'-6' r, I 0 co CD 0 0 m 12-0 CO I 114 to 12-0.n.' , 2J4JQ Q GL 5x21 9-10 / 111 11'-0" 6' -0" -- UNE OF FLOOR ABOVE - I � �O ' JQ PSL 5x18 DB eimmirerrrrrr U U 13 ' ,1 12-0 114 0 O co 1 • 0 9-11 FLOOR CONTROL VALVE (SEE DETAIL) 114 (0 1 • 0 9-11 �O ti GL 5x21 0/4-211 UP UP 4 µJ O• LPi ©/3�i C 4-011 IiI 1 2-10 ® 1 / s1 PSL 5x18 1 1-0 / 114 0 8-7 / 12 —3"-- —8' 0'1- -51-9''— LEVEL 2 FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 0 0 14 9-10 GL 5x21 12-0 CO ▪ I 0 iJQ 0 1u oI 4- 6-0 1 FUTURE OFFICE TENANT SPACE 11-014 0 2-6 CD 0 GL 5x21 9-1 1 ME H WGNf.114 1 1 7-714 AT*0 GL 5x21 C-1 114 (Z-� 10-0 ' <c 1-1114 4 JQ a' 114 10'-O" --5' —0"-- l 4 - LOBBY r(--3 5-10 rco co UP STAIR� GL 5x21 I o 1737-77/ O 4-7 ® 0 13-3 13'-3" 1 13-3 0 I GL 5x21 CO --6'-6"-- '- 1 4 0 m (0 I 14' TJI CO 16' O.C. 114 10-0 10-0 FUTURE OFFICE TENANT SPACE I 'SL 5x18 10-0 0 0 I 0 r 4'-52" 10'-0" 0' 0" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) WHITE TPO ROOFING SYS -EM OVER RIGID INSULLATIO SLOPED TO DRAIN OVER SHEATHING AND FRAMING PER STRUCT. EXTERIOR 1111 N VELOPE EQUIRED 3 —. T Q \ r r Imo. ■ lfl 0 WET SYSTEM o I Ira" I S a I I va� I 11 FI?ICL© fft&— _r■ -XTERIOR ENVELOPE REQUIRED R -VALUE: JNCONDITIONED SPACE= NO CEILINGS INSTALLED UNDER SHELL CONTRACT -EXTERIOR ENVELOPE REQUIRED ALUMINUM CLAD BEAM @ OPEN FRAME DRY PENDENT SPRINKLERS FOR BLDG OVERHANG PROTECTION R 19 ALUMINUM CLAD BEAM lE EF 10 SEE STRUCTURAL PLANS FC FOUNDATION INFORMATION ELEVATION SECTION BB SCALE: 1 /8"=1 '-0 COMPOSITE WOOD (JOIST (TJI) 3/8" A.T.R- SAMMY SCREW GST -20 (1"-2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL MAXIMUM DMANCE BETWEEN HANGERS (FT. -IN) 1X" 111" 2" 211" 3" 4" 6" STEEL PIPE- 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-C LIGHTWALL STEEL 12-0 12-0 12-0 12-0 12-0 12-0 FIRE SPRINKLER SYSTEM HANGER LOAD WEIGHT FILLED WITH WATER * AN ADDITIONAL 250 LBS LOAD TO BE APPLIED TO ANY SINGLE HANGER POINT AS REQUIRED BY NFPA-13 9.2.1.3.1 (2002) SIZE -TYPE- SPACING -LOAD PER HANGER 1" SCH-40 @ 12'-0" OC 25 LBS 134" SCH-40 @ 12'-0" OC 35 LBS 114" SCH-40 @ 15'-0" OC 54 LBS 2" SCH-40 @ 15'-0" OC 77 LBS 214" SCH-10 @ 12'-0" OC 71 LBS 3" SCH-10 @ 12'-0" OC 96 LBS 4" SCH-10 @ 12'-0" OC 142 LBS 6" CCH 10 ® 12' 0" OC 277 LBS Hydraulically Calculated System This system as shown on SPRINX FIRE PROTECTION company print no FP -3.0 1 dated 8/26/201 o for at DRA PROFESSIONAL 1 contract no 120749 is designed to discharge at a rate of 0.15 GPM (Lmin) per sq ft (m2) of floor area over a maximum area of 1500 I sq ft (m2) when supplied with water at the rate of 295.9 1 GPM (L/min) at ( 81.84 psi (bars) at the base of the riser Hose stream allowance of i 250 GPM (L/min) is included in the above. Occupancy Classification !RDINARY HAZARD GP -11 Commodity Classification [N/A Maximum Storate Height N/A Installed By: SPRINX FIRE PROTECTION UNE OF ROOF ABOVE UNE OF ROOF ABOVE FUTURE OFFICE TENANT SPACE GL 5x12 UNE OF REMOTE AREA GL 5x12 FUTURE OFFICE TENANT SPACE 9-7 MECH/E'EEC/MNNT. � P1 '(7-714 ll, 00c ,h � 2 C21� RESTROOM -4/ 9-1114 /-ti ill 1 12 -411 L.:3,-1,(� 03 GL 5x12 GL 5x15 ��'� `° �. 1u --t- 114 0. LEVATOR GL 5x12 FUTURE OFFICE TENANT SPACE 10 -OL 5x12 't J 3-0 LEVEL 3 FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 For "A" Dimension: 1. Determine distance from face of tee to finished ceiling. 2. Round to nearest 1/2" 12,7 mm)between 1-1/2" 38,1 mmand 48" 1 219 mm). NOTE: Deflector will be located approximately 3-7/16" (87,3 mm) below ceiling with 1" (25,4 mm) upward and 1" (25,4 mm) down- ward adjustment available. �ioiij 1110 =MINI A Finished Ceiling 1-1/2" (38,1 mm) diameter Minimum ceiling hole diameter. 1-3/4" (44,5 mm) Maximum ceiling hole diameter 2-1/4" (57 mm). 3-1/16" 13/16" (20,6 mm) 77,8 mm Sleeve finish matches escutcheon. ■r =tamLL \N__W/7/16" II (61,9 mm) Minimum II Deflector at Minimum Distance Below Ceiling 4-7/16" (112,7 mm) Maximum Deflector at Maximum Distance Below Ceiling Note: To locate deflector at minimum distance be- low ceiling, with no upward adjustment available, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) shorter than "A" dimension. Note: To locate deflector at maximum dis- tance below ceiling, with no downward adjustment avail- able, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) longer than "A" dimension. Viking Quick Response Adjustable Standard Dry Pendent Sprinkler with up to 2" (50,8 mm) of adjustment available. For "A" Dimension: 1. Determine the distance from face of tee to finished face of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately 4-1/4" (108 mm) from wall with 2" 1+/- 1" (25,4 mm)] of horizontal adjustment available. ` 0111111 A IIIIIIIIIIIlIIIIIIIIIIIlIIIIIIIIIIIIIIIIIE Minimum wall opening diameter. 1-3/4" (44,5 mm). Maximum wall opening diameter. 2-1/4" (57 mm). Finished Ceiling Finished Wall 1 4" (102 mm) Minimum 6" (152 mm) Maximum •� ...i I1P 1/2" (12,7 mm) 3-1/16" (77,8 mm) 13/16" (20,6 mm) LSleeve diameter. 1-1/2" (38,1 mm). Sleeve finish matches finish of escutcheon. Deflector at Minimum Distance From Wall Deflector at Maximum Distance From Wall NOTE: To locate deflector at minimum dis- tance from wall with no adjustment available, order the standard Quick Response Dry Horizontal Sidewall sprinkler 1" (25,4 mm) shorter than "A" dimension. NOTE: To locate deflector at maximum distance from wall with no adjustment available, order the adjustable standard Quick Response Dry Horizontal Side- wall sprinkler 1" (25,4 mm) longer than "A" dimen- sion. Viking Quick Response Adjustable Standard Dry Horizontal Sidewall Sprinkler 08384 (SIN VK178). Ceiling Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (6(352.54-1mm) maximum /8" mm) 2" (50.8 mm) Maximum -1/8" (28.6 mm) Minimum Viking Quick Response Pendent Sprinkler 06662B (VK302) 1/2" / (15 mm) -1 NPT 2-11/16" (66.3 mm) HSW Sprinkler 12121 (VK305) Installed with a standard 1/8" (3.1 mm) surface -mounted escutcheon 2" (50.8 mm) Maximum 'VIKING' Viking Quick Response Upright Sprinkler 06662B (VK300) Wall Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum 2-1/8" (54 mm) (52.4 mm) Minimum (66.7 mm) Maximum Installed with a Microfast Model F-1 Adjustable Escutcheon * Note: at maximum, adaptor is exposed 1/2" (12.7 mm) from face of wall Viking Horizontal Sidewall Sprinkler (VK305 or VK319) w Z w U= • < 0 Z CO • W C>7 - r co W �-i- < �S • � J IZLo � c52) 0,9 p H- N w h 0 0 V M a0 a` mr,^00 Z cO co M 4000g • as M r7 o Q N N C o '0 LI- n 0- --.4" O v 0 1- o m U 0 o 0 o_ 0 0 0 L Date: ® 28 • 14 ® 142 41 2 ® 2 188 (1 /2",K=5.6) (1", K=5.6 ) (1 /2",K=5.6) (1", K=5.6 ) (1 /2",K=5.6) SPRINKLER LEGEND HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. HEAD6B-VIKING VK176 QR CHROME DRY PENDENT -155 DEG. HEAD8-VIKING VK300 QR BRASS UPRIGHT -200 DEG. SIDE1-VIKING VK178 QR CHROME DRY HORIZONTAL SIDEWALL-155 DEG. SIDE3-VIKING VK305 BRASS QR HORIZONTAL SIDEWALL-155 DEG. (on Drop) TOTAL SPRINKLER THIS PROJECT DESCRIPTION H CD Lir ce INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL Lcl 0 0 0 LLI CO 0 LLJ CN 4—WAY EARTHQUAKE BRACE PIPE HANGER LLJ LJJ UJ WA. STATE LEVEL 3 STAMP File: DRA PROFESSIONAL CENTER II RIM 39.25 18" IE 18" 1E OFJT 34,,3'5 2 / , SAWCJT &,PATCH PER STAND ' ,/DETAIL RS/ -0 - 111 /34.45' - I SSMH RIM 58.75 IE 50.05 5=0.06419 MH to MH SAN CRosSIN'c SEWER IE ,53.0 SAN ,. ST0 7 JE J 7�- STA, 10+ 941 -fly, U L 1 FOUND PK 6" CLEANOUT - 0.04E & 1.49 -& IE 34.52 OF CALC. POS 2 SD CS! SDCB RIM, 41.91 18" IE OUT 38.26 STA 10+69,.7, 139.6' LT POINT OF CONNECTION FOR 24 LF 2.5" SERV9CE- LINE STA 10+6E1-5;4371' LT 1-4" TAPPING - TEE THRUST BLOCKING. SA WCU T & PATCH -PER STANDARD DETAIL RS- 03 w STA • • Ti z > VE S • I\ SSM 5 2ND RIM 35.38 w W \ IE 24.38 -w w -CONNECT T i s SE4 R 9;4 CONTRACTOR SHALL V .RIFY 4,410i INVERT ELEVATION AND ADJ GRADES AS NEC '41-C cn • • • •o I \ STA 11+10.7„ 15 SEWER STUB, IE- _ _. _ _ _CAP _& MARK 5' UTILITY ROOM FFE = 4222,____ ,-- STA .10+85.7, 132.0' LT 7 2" WA rgq _ MEIER_ PEPPER PROPOSED STD :DT WS -03 BUILDING STA 10+69.6, 87.8' (T--_ 1-4" 90' DI BEND THRUST BLOCKING STA 10+35.1, 67.4' LT - 1 -6" TAPPING TEE THRUST BLOCKING SAWCUT & PATCH PER STANDARD DETAIL RS -03 it .-_,f`,...,,1.d1 --FFE-=-59.5- - STA 10+92.6, 125.5' LT 27 LF 4" FIRELINE - - -CAP &-MARK- -5' FROM BLDG ' STA 10+92.5, 120.5' LT-'‘,, 2.7 LF 4" FIRELINE CAP` & MARK 5' FROM BLDG N ` • \,,,, \\\‘', ,•- \ ‘• __---___ _ - _ �- \ SDCB / RIM 31.81/ 18" 1E I1428.11 18" IE/OUT 27.91 / • • • • -W` • • • STA 1 s+81,1,-779.1' LT 15 LF DI 11 FIRE DEPARTMENT CONNECTION PER DETAIL (2/C2.0 10+ e FOUND PK NAIL dart 're .:' rc< 0.07'E & 0.45'S 1 nilb p:;j•, h i BM #1 SITE PLAN SCALE: 1"=20'-0" STORZ TYPE FIRE DEPT CONNECTION W/30' ELBOW NON -SWIVEL INCLUDE' KNOX FDC CAP 4" or 6" GALV 90° BEND 11 +00 • • STA 10+00 AT SW_ -PROPERTY, CORNER 4" TO 6" GALV STEEL i" 41-1-111-41111g 1-1 f 1il11i1111i1i11mU FLANGE x MJ OR MJ x MJ WITH . MEGA LUGS FIELD LOCK GASKETS SUPPLY AND DRY SIDES 3' 4' 1.,TIl.1.,;.II1_I1i-FllI i' 1" SADDLE TAP BALL DRIP CHECK VALVE ASSEMBLY CLASS 52 DI 4" MIN GEO FILTER FABRIC 1" TO 1-1/2" WASHED ROCK THURSTBLOCK SIZED TO SPEC FIRE DEPARTMENT STAND PIPE CONNECTION WITH STORZ 30° ELBOW FIRE DEPARTMENT CONNECTION N N N N • \ • • • • 1.+00 \\S 135TH S T\(N O T PEN) ) 1 , T , SANITARY SEWER & WATER PLAN SCALE: 1" = 20' FLOW TEST INFORMATION STATIC RESIDUAL FLOWING 120 PSI 20 PSI 6500 GPM LOCATION INTERURBAN & 53RD DATE OF TEST BY WHO UNKNOWN TUKWILLA FIRE DEPT. WALL MOUNTED POST INDICATOR VALVE W/TAMPER t [}RECTION OF FLOW THRUST BLOCK .(PER }1FNA 24) BACKFLOW DETAIL N.T.S. BACKFLOW DETAIL 2.5" 90 ELL ■In■ BASEMENT FLUOR eonrroL 4" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY BUTTERFLY LY VALVE w/TAMPER SWITCH 4' CHECK VALVE 2.5" 0 EXTERIOR 10" POTTER ALARM BELL To WeT •6‘151011 SUPPLY ICAO BOX 4" WILKINS DOUBLE CHECK ° .-<• BACKFLOW ASSEMBLY w/OUTSIDE WALL PIV 4- ALL CONTROL VAL.t/E Navy= TPMPE2 5wITC.14E5 , !, 4 , 4 A I 0 SLAB LEVEL d PIPE SLEEVE-/ THRU SLAB zt:LOIR,gAJCE AROUND I. Pr PE . PIPE SLEEVE 2 THRU SLAB U.G. PIPING RISER DETAIL N.T.S. RISER DETAIL \ 10 20 .... 40 VERTICAL DATUM ASSUMED 70.0' AT SOUTH PROPERTY CORNER BM #1: PK NAIL ON CENTERLINE OF 53RD AVE S AT SOUTH PROPERTY LINE ELEV 70.00 BM #2: PK NAIL ON CENTERLINE OF 53RD AVE S AT NORTH PROPERTY LINE ELEV 40.69 without Comments As Noted in Red Per The Attached Letter .se plans have been reviewed by The Tukwila Fire e:ntlon i•3l.re,au for conformance with current City /dards, P :ceptance is subject to errors and ; Ilssions which do no authorize violations of adopted :Indards and ordinances. The responsibility for the u quacy of design rests totally with the designer. ' 1lditions, deletions or revisions to these drawings after i ;Its tite will void this acceptance and will require a ;`esubmittai of revised drawings for subsequent approval. riinal acceptance is subject to field test and Inspection by ( rIe Tukwila Fire Prevention Bureau. By: /,-)1( UNDERGROUND NOTES: 1) ALL UNDERGROUND BY OTHERS. Contractor to be State Licenced and Certified to install Underground Piping Per WAC 212-80. 2) Pipe type and class to meet Local Jurisdiction Approval. 3) All underground piping shall have a Minimum 3'-0" Bury. 4) All underground piping shall be UL Listged and/or FM Approved for Fire Protection. 5) All underground piping shall be rodded and/or blocked in accordance with the specifications and NFPA 24. 6) All underground piping shall be Hydrostatically tested at not Tess than 200 PSI for two hours in accordance with NFPA 24. 7) All underground piping shall be flushed in accordance with NFPA 24. Flow the required rate until water is clear as indicated by no collectioin of foreign material in burlap bags at outlets. 10" - 2,400 GPM 12"-3,520 GPM 4" - 390 GPM 6" - 880 GPM 8" - 1,560 GPM 8) All underground installation and testing to be witnessed by the local authority having jurisdiction. Notes: 1. SYSTEM TYPE: WET SYSTEM THROUGHOUT 2. CONSTRUCTION TYPE: COMBUSTIBLE, OBSTRUCTED 3. SPRINKLER SYSTEM DESIGNED, INSTALLED, BRACED AND TESTED PER NFPA-13. 4. ALL MATERIAL SHALL BE NEW AND U.L. LISTED AND F.M. APPROVED. 5. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE CONTRACTORS & OWNERS RESPONSIBILITY TO INSULATE WET SYSTEMS PROPERLY & TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVE CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 6. SPRINX FIRE PROTECTION SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 7. ALL ELECTRICAL,, PAINTING FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 8. PIPE SIZING PER NFPA-13, SYSTEM HYDRAULICALLY CALCULATED. .9. EARTHQUAKE BRACING PER NFPA-13. 10. ONLY NEW SPRINKLERS SHALL BE EMPLOYED IN THE INSTALLATION OF THE SPRINKLER SYSTEM. 11. A STOCK OF SPARE SPRINKLERS OF E4CH STYLE, TYPE,AND. TEMP. RATING ALONG WITH A SPRINKLER HEAD WRENCH SHALL BE LOCATED AT THE MAIN RISER. 12. ALL MAIN PIPING 2Y2" - 4" IN SIZE TO BE ALLIED DYNAFLOW THINWALL PIPE. ALL MAIN PIPING TO HAVE GROOVED FITTINGS WITH WELDED OUTLETS 13. ALL LINE PIPING 1" 2" IN SIZE TO HE SCH-40 PIPE, WITH CAST OR DUCTILE IRON THREADED FITTINGS. 1. 14. SYSTEM DESIGN PER ORDINARY HAZAF�D GROUP 1. 15. LINE PIPE HANGERS TO BEM=AIL , ROD AND ,RINGS. 16. MAIN PIPE HANGERS TO BE _ , ROD AND RINGS. (SEE HANGER DETAILS) 17. SPRINX FIRE PROTECTION WORK TO BEGIN AT UNDERGROUND FLANGE WITHIN SPRINKLER ROOM 1'-0 ABOVE FINISH FLOOR. r TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL FAST CLAMP RISER RACE .,1 h) 11„J k*D-cok4K,I V(1 Vt.rSIy'+S p h h+-ecANhit..•w( Woir . citoors. --E*61•)"'" b{1I(54-101,4, 'I-8 -C-c4u.. V O t d.cy'• access. I UKWILA FIRE DEPARTMEN I Pi -ase call: 575-4407 and. give this job ,� oi S bSL( :vid exact address for shut. VICINITY MAP PAI TUKWILA Sprinkler Head Schedule ,_ Symbol Count Thread K -Factor Description Note 0 75 1 /2" 5.6 HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. on Drop 0 13 1" 5.6 HEAD7-VIKING VK176 OR CHROME DRY PENDENT -155 DEG. ® 170 1/2" 5.6 HEADS -VIKING VK300 QR BRASS UPRIGHT -200 DEG. 1 15 1/2" 5.6 SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. 275 = Total Number of Heads TOTAL WET SYSTEM 0 1- 0 Lt Lu LU D • 0 izb 0 Date: 09/09/2010 cn DESCRIPTION Ant of-KAtR y SmtLe'S T.= HMS CORPORATION -J ILU 0 0 CO 0 FIELD INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL 206-575-4439 STANDARD SYMBOLS 0 0 LJ CO LLI Ca >- CO LLJ Cr PIPE HANGER FIRE DEPARTMENT CONNECTION 1 • WA. STATE LEVEL 3 STAMP 011 IRE SCALE: 1/8" = FP 1.0 File: DRA PROFESSIONAL CENTER CEl C 2 B BASEMENT FIRE PROTECTION PLAN SCALE: 1 /8"=1 '- ROOF DECK 1 " -MIN Tz' 6 -MAX BRASS UPRIGHT *1114 BRANCH LINE 1"x1/2"x1" TEE 1" PLUG FOR FUTURE CEILING SPRINKLER BRANCHLINE DETAIL w/UPRIGHT M -5E TJI SOLID WEB TRUSSES D E ROOF DECK -� EXISTING BRANCH LINE se rRED LING COUPLING I" -MIN • 6" -MAX EXISTING BRASS UPRIGHT I"xl/7k1"TEE REMOVE EXISTING PLUG AND ARM OVER TO NEW PENDENT SPRINKLERS (TYP) DROP GRID CEILING NEW' VIKING' MODEL "M" QR RECESSED PENDENT T.I. BRANCHLINE DETAIL w/UPR IN VOID TJI TRUSSES & PENDENT M-5F.dwg FIG. 909 SWIVEL SWAY BRACE FITTING FIG. 1000 "FAST CLAMP"® SWAY BRACE ATTACHMENT LATERAL EARTHQUAKE BRACE lA!ASlSIrJ NON -THREADED BRACE PIPE TYCO RISER MANIFOLD W/: (i) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) Hydraulically Calculated System This system as shown on SPRINX FIRE PROT. company print no FP -2.0 dated for REMOT- E AREA 2- LEVEL 1 32/21/11 at DRA PROFESSIONAL contract no 20749 is designed to discharge at a rate of 0.15 I GPM (Lnlin) per sq ft (m2) of floor area aver a maximum area Of 1500 with water at the rate of at 64.41 sq ft (m2) when supplied 330.9 GPM (Lamin) psi (hors) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Ciassification Maximum Storate Height - 250 GPM (L/min) ORDINARY HAZARD GP -1 IN/A N/A Installed By: SPRINX FIRE PROTECTION 18'-0" 18' 0" 18'-0"- 18'-0" W'x 0-3" LAG SCREW TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP"® 3" MAX 4 WAY EARTHQUAKE BRACE TOLCO FIG. 907 lO gO LATERAL/LONGITUDINAL EARTHQUAKE BRACE FIG. 909 N0 -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A /I PIPE CLAMP FOR SWAY BRACE LONGITUDINAL EARTHQUAKE BRACE )4"x 0-3" LAG SCREW BRACE PIPE liothd NON -THREADED BRACE PIPE O O 13'-0" LINE OF FLOOR ABOVE 13'-0" co 1 '�/� r'* .\''L �,O i 4 M 111 'a....._.... errorwzozrrr 1 �mn .i 1��•i i `,1_e.serees ird `. �' ► ...� �im1�1OJA■ii 1 1!1■111 1:■ ■ 1 smiarg �■�� _' � %��r :' %�■ice_' �■� �'' Q O 11111111111111111111111011111111111 1r ►=:ep.elle-l...mia'F-imsest�eeeeesr • r mismilirmissin 10 Ell 111111111111111111111110151L 111111111/11111111111112NIE o rIIIRMNBE.a)/SEIIIIIIIIIfAPIIIIINPUltimikurtm rismnarammleviiiiiimi IMMItll`E<i �1� 41 1St iiia; M. ..■Ami 111111111 'w.e►.,e nr.. a i...r. ,n nMI illiblifill um (IN n ,.� ii E100■■■111 ■ 0 11■■■■111 1111111111971 11111111111111111111111i 101 ingammommimmi ii'1wi_i'___Ifni ' ��Ys aii■t2-o■iii A 5x21,. - 3°80: Elm 01110111311111111111111111 inentorilm.M11 Oil y u. lnI "41111111111111111111111 i11111111■11111I 11111:110% ■i■11■1Air OD M6'-10" imam Umxazrr* W �� t�,� P1 "I^ 3-11 ■rte■ ° r� ■�a�d'i� %y,1 '. o� .� lrsreaear.s�ee. +•1. 4 /,114�ri � L�ii 0 r- oom 3"-0 r: ITR CO TROL a ur 11111111111111111‘11 '� (SEE DETAIL' �� r<--- - c.= il= 11111111 �sk■ IC BE .� 8 1N! X10^ 0»�w '- 0 r 11-4 N}I Mkt am».-��_e � - �� ■ rel '°iv �. 111111111- 11 �M■ ■ r! 1ek1• r 411111 _P E ! 0 STAIRS STAIRS 11r->•>A•1L .r i1t--1.1 C-•Pa.rwsl.r1I � 1 Es piam lenettaadatfdeit4..W1 ,,,,:r: o� a�� lr Ililin :6;,..,- 1■�i; itgEEg III - __I__1111111:WwWw1li. ./, ,• A 4 ODS... 1 0-6 UNE OF FLOOR ABOVE 3'-01" -8' 62 UNE OF FLOOR ABOVE GL.5x2 --5' -102 0 i 0 03 0 f(/) w a- 0 U Z 0 w J Z 0 (1) W w N O O COop ON aD m • oooq a0 oo M M U • Q N N 8 • L L CL a_ ▪ -= a LT) CP 0 Protection O N 0) 0 0 0 Date: 09/09/2010 V) 0 DESCRIPTION ANGOLKAR4SMILES T.I. -LEVEL 1 FIRE PROTECTION PLAN SCALE: 1 /8"=1 -0 3/8" A.T.R-" COMPOSITE WOOD JOIST (TJI) `SAMMY SCREW GST -20 (1"-2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL FOR FORCES PARALLEL TO TJI JOISTS 1. 2x_ Douglas fir or southern pine no. 2 or better with ten 12d (3Ya") common (16d sinker) nails 2. Brace and attachment to 2x_ block per NFPA 13 3. Optional 2x_ for larger seismic loads (Required on 6" or Larger) * Do not use this detail for loads perpendicular to the joist * Make connection in top half of block, centered at least 4" from the end of the block * The direction of the wood grain in the block is approximately parallel with the brace EQ3 Gap 1" minimum 0" maximum Brace must be in a plane parallel with the joist Gap 1" minimum 0" maximum Section A -A ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) BLOCKING CONDITION ANGLE TO VERTICAL (a) 30' 45' 60' 2x_ on one side 18' 0" 18 1111111141 IP !" 18'-0" isetie 520 18'-0" 1 900 1.1 ir4 7, ill* ggal 13 1" 5.6 S B 170 1/2" 5.6 HEADS -VIKING VK300 QR BRASS UPRIGHT -200 DEG. IP 44 TRASH AREA IIII OP 5.6 SIDE1-VIKING VK178 CHROME DRY HORIZONTAL SIDEWALL-155 DEG. 40 o\1!r:Milli if) 4).�` a 01.1.. 5.6 SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. 275 = Total Number of Heads TOTAL WET SYSTEM --5' 7i" IF I. LOODIN AREA hb -_ r(j li 1k� " 10'-7" 4" FLANGES 10 ' 10'-7" - 10' 7" 10' 7" 1'0"TO1'6" AFF 1'-0' --5'-3" + .� I C% -67.-1 ' 7 irlieli r...sa s*� erf+•1! �.�.,•swsssi �� ileeliPliggietigairainimhaiWgiiini m t 1X0, p` O 4� � �� ttkk;� k Sx' \� \\\ 1 ` OVERHEAD DOOR. • h tai 11 1H FLOOR CONTROL VAI. >? SEE RISER DETAIL ) •� 1 1 N O .- I SUPPLY 4 Iia g• - \Y i jC O` 4 E nx f INLIVI7.ilf srriNf -,-,-,-,- ,. 2 \� �►� 1 \� I 00 SEE SITE PIAN FOR ^ ,- �i 1 I-7 10-7 1 ,o 1-10 a "�" i 10-7 o ,o 10-7 2 ^ o 0-6 ® Pi 0 UNDERGROUND DETAILS /� 4-9 ,0 I DD 0 g00 ELECTRICAL ROIIt a. �' NO CEILINGS 9 -2 G,0 INSTALLED UNDER SHELL CONTRACT ro� \' cV `� �'-�" 6-7 eYti' a�' '- 1' -0„ 2 y�' h •� cl 2 \�' 114 114 \�� l Y4 !a�- 1 aoaas.r �t� aP7� 8. j 10-7 2 10-7 ��10-7 '` 10-7 2 R BOB: 8'-1014" GL 5x21 0-6 ' 1: - I e 1� �!lriYi�ls� L 5x21 `L �.wi - BOB:808: 8 -1014" `. ,'.�� gsi - 1 <t -ten „ 9r �� I 1" �NaQ� 0(1' '' � o/ ° �^ 114 \. , ,, 12 ^ . 114 \. 1 =� I•I 134 01 1H 11-10 5 11 II , 0) 4-4 \� 10- \� UO -7 ser. `con ^ p STORAGE a� 1 AUX DRAIN VALVE O_ I 11-10 .I 1 _c , �� 1 f d �� i/1 Li. Q�1� N �`, , all ,� �� / STORAGE O 1 t '-��, "�gae - / N 1 �. `� ` ,n �� 1 II it , SED O `� SUPERVISED SHUT-OFF VALVE NO HIGHER THAN V-0' AM 1 TANK 1 QCT a- O 1 D� ESC, O 1 102 Ff''‘‘12‘. ff - N/1 ® E ' ONTROLLE-jl� O 1)( .10- (� 4-4 \\� .�. 10-7 I. - - �" ��F NI- d a " 1St 4� 1 �� `° �."„" 1)4 1►V\ 114 �� o41 `i. co 11-10 <0 11-10 ELEVATOR R001 -0" 11=111711:111=11=111:1111011211:111:1111111111:1111=111taoomo----- 7r�ra� oa000e2e KINEMSIBISENSMIERNSINEENEMEINISIEMENEMEIFINOMMEIffiniingirriNENCINNEYNMENIEM17Wrllar�as -- moon etsloolaotrsoeol aI ',10'-;" 4" 10'-7" --5' - 11'-10" 5' 10"-- --5'-4"--- 0 --5'-10"--- 11'-10" LK OF FLOOR ABOVE C 2 B BASEMENT FIRE PROTECTION PLAN SCALE: 1 /8"=1 '- ROOF DECK 1 " -MIN Tz' 6 -MAX BRASS UPRIGHT *1114 BRANCH LINE 1"x1/2"x1" TEE 1" PLUG FOR FUTURE CEILING SPRINKLER BRANCHLINE DETAIL w/UPRIGHT M -5E TJI SOLID WEB TRUSSES D E ROOF DECK -� EXISTING BRANCH LINE se rRED LING COUPLING I" -MIN • 6" -MAX EXISTING BRASS UPRIGHT I"xl/7k1"TEE REMOVE EXISTING PLUG AND ARM OVER TO NEW PENDENT SPRINKLERS (TYP) DROP GRID CEILING NEW' VIKING' MODEL "M" QR RECESSED PENDENT T.I. BRANCHLINE DETAIL w/UPR IN VOID TJI TRUSSES & PENDENT M-5F.dwg FIG. 909 SWIVEL SWAY BRACE FITTING FIG. 1000 "FAST CLAMP"® SWAY BRACE ATTACHMENT LATERAL EARTHQUAKE BRACE lA!ASlSIrJ NON -THREADED BRACE PIPE TYCO RISER MANIFOLD W/: (i) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) Hydraulically Calculated System This system as shown on SPRINX FIRE PROT. company print no FP -2.0 dated for REMOT- E AREA 2- LEVEL 1 32/21/11 at DRA PROFESSIONAL contract no 20749 is designed to discharge at a rate of 0.15 I GPM (Lnlin) per sq ft (m2) of floor area aver a maximum area Of 1500 with water at the rate of at 64.41 sq ft (m2) when supplied 330.9 GPM (Lamin) psi (hors) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Ciassification Maximum Storate Height - 250 GPM (L/min) ORDINARY HAZARD GP -1 IN/A N/A Installed By: SPRINX FIRE PROTECTION 18'-0" 18' 0" 18'-0"- 18'-0" W'x 0-3" LAG SCREW TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP"® 3" MAX 4 WAY EARTHQUAKE BRACE TOLCO FIG. 907 lO gO LATERAL/LONGITUDINAL EARTHQUAKE BRACE FIG. 909 N0 -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A /I PIPE CLAMP FOR SWAY BRACE LONGITUDINAL EARTHQUAKE BRACE )4"x 0-3" LAG SCREW BRACE PIPE liothd NON -THREADED BRACE PIPE O O 13'-0" LINE OF FLOOR ABOVE 13'-0" co 1 '�/� r'* .\''L �,O i 4 M 111 'a....._.... errorwzozrrr 1 �mn .i 1��•i i `,1_e.serees ird `. �' ► ...� �im1�1OJA■ii 1 1!1■111 1:■ ■ 1 smiarg �■�� _' � %��r :' %�■ice_' �■� �'' Q O 11111111111111111111111011111111111 1r ►=:ep.elle-l...mia'F-imsest�eeeeesr • r mismilirmissin 10 Ell 111111111111111111111110151L 111111111/11111111111112NIE o rIIIRMNBE.a)/SEIIIIIIIIIfAPIIIIINPUltimikurtm rismnarammleviiiiiimi IMMItll`E<i �1� 41 1St iiia; M. ..■Ami 111111111 'w.e►.,e nr.. a i...r. ,n nMI illiblifill um (IN n ,.� ii E100■■■111 ■ 0 11■■■■111 1111111111971 11111111111111111111111i 101 ingammommimmi ii'1wi_i'___Ifni ' ��Ys aii■t2-o■iii A 5x21,. - 3°80: Elm 01110111311111111111111111 inentorilm.M11 Oil y u. lnI "41111111111111111111111 i11111111■11111I 11111:110% ■i■11■1Air OD M6'-10" imam Umxazrr* W �� t�,� P1 "I^ 3-11 ■rte■ ° r� ■�a�d'i� %y,1 '. o� .� lrsreaear.s�ee. +•1. 4 /,114�ri � L�ii 0 r- oom 3"-0 r: ITR CO TROL a ur 11111111111111111‘11 '� (SEE DETAIL' �� r<--- - c.= il= 11111111 �sk■ IC BE .� 8 1N! X10^ 0»�w '- 0 r 11-4 N}I Mkt am».-��_e � - �� ■ rel '°iv �. 111111111- 11 �M■ ■ r! 1ek1• r 411111 _P E ! 0 STAIRS STAIRS 11r->•>A•1L .r i1t--1.1 C-•Pa.rwsl.r1I � 1 Es piam lenettaadatfdeit4..W1 ,,,,:r: o� a�� lr Ililin :6;,..,- 1■�i; itgEEg III - __I__1111111:WwWw1li. ./, ,• A 4 ODS... 1 0-6 UNE OF FLOOR ABOVE 3'-01" -8' 62 UNE OF FLOOR ABOVE GL.5x2 --5' -102 0 i 0 03 0 f(/) w a- 0 U Z 0 w J Z 0 (1) W w N O O COop ON aD m • oooq a0 oo M M U • Q N N 8 • L L CL a_ ▪ -= a LT) CP 0 Protection O N 0) 0 0 0 Date: 09/09/2010 V) 0 DESCRIPTION ANGOLKAR4SMILES T.I. -LEVEL 1 FIRE PROTECTION PLAN SCALE: 1 /8"=1 -0 3/8" A.T.R-" COMPOSITE WOOD JOIST (TJI) `SAMMY SCREW GST -20 (1"-2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL FOR FORCES PARALLEL TO TJI JOISTS 1. 2x_ Douglas fir or southern pine no. 2 or better with ten 12d (3Ya") common (16d sinker) nails 2. Brace and attachment to 2x_ block per NFPA 13 3. Optional 2x_ for larger seismic loads (Required on 6" or Larger) * Do not use this detail for loads perpendicular to the joist * Make connection in top half of block, centered at least 4" from the end of the block * The direction of the wood grain in the block is approximately parallel with the brace EQ3 Gap 1" minimum 0" maximum Brace must be in a plane parallel with the joist Gap 1" minimum 0" maximum Section A -A ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) BLOCKING CONDITION ANGLE TO VERTICAL (a) 30' 45' 60' 2x_ on one side 440 620 760 2x_ on both sides 520 730 900 * The loads in the table 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). * The forces include a 1.33 duration factor adjustment. EQ4 FOR FORCES PARALLEL OR PERPENDICULAR TO TJI gOISTS 1. 3'4" x 6" x 12" plywood each side of TJI wpb 2. No. 6 x 2" long (minimum) drywall screw (6 each side) 3. Washer 4. Swivel sway brace fitting (equivalent to TOLCO Incorporated Figure 910 or Figure 911) 5. X" diameter bolt ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) ANGLE TO VERTICAL ( a ) 30' 45' 60' 450 620 690 * The loads in the table are based on the controlling connection to the joist. * The forces include a 1.33 duration factor adjustment. For "A" Dimension: 1. Determine distance tram face of tee to finished ceiling. 2. Round to nearest 1/2" 12,7 mm) between 1-1/2" 38,1 mm) and 48" 1 219 mm). NOTE: Deflector will be located approximately 3-7/16" (87,3 mm) below ceiling with 1" (25,4 mm) upward and 1" (25,4 mm) down- ward adjustment available. Finished Ceiling A 1-1/2" (38,1 mm) diameter Minimum ceiling hole diameter: 1-3/4" (44,5 mm) Maximum ceiling hole diameter. 2-1/4" (57 mm). 3-1/16" 77,8 mm 13/16" (20,6 mm) - Sleeve finish matches escutcheon. ■i I■ MANE \■■►,/, 6" �� II(61,9 mm .Minimum II -_. Deflector at Minimum Distance Below Ceiling 4-7/16" (112,7 mm) Maximum Deflec or at Maximum Distance Below Ceiling Note: To locate deflector at minimum distance be- low ceiling, with no upward adjustment available order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) shorter than "A" dimension. Note: To locate deflector at maximum dis- tance below ceiling, with no downward adjustment avail- able, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) longer than "A" dimension. Viking Quick Response Adjustable Standard Dry Pendent Sprinkler with up to 2" (50,8 mm) of adjustment available. For "A" Dimension: 1. Determine the distance from face of tee to finished face of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately 4-1/4" (108 mm) from wall with 2' [+/- 1' (25,4 mm)] of horizontal adjustment available. aoilll wimp!' A 111111111111111 111111111111 111 11111111111 E Minimum wall opening diameter. 1-3/4" (44,5 mm). Maximum wall opening diameter. 2-1/4 (57 mm). nlshed Ceiling Finished Wall i 4' (102 mm) Minimum 6' (152 mm) Maximum 111P^"="--- ;Imiger 1 NI 1/2" (12,7 mm) 3-1/16' (77,8 mm) L. Sleeve diameter. 1-1/2" (38,1 mm). Sleeve finish matches (20, 13 16m'm) finish of escutcheon. Viking Quick Response Adjustable Standard Dry Horizontal Sidewall Sprinkler 08384 (SIN VK178). Deflector at Minimum Distance From Wall Deflector at Maximum Distance From Wall NOTE: To locate deflector at minimum dis- tance from wall with no adjustment available, order the standard Outck Response Dry Horizontal Sidewall sprinkler 1" (25,4 mm) shorter than 'A' dimension. NOTE: To locate deflector at maximum distance from wall with no adjustment available, order the adjustable standard Orrick Response Dry Horizontal Slde- well sprinkler 1" (25,4 mm) longer " than A' dimen- sion. Ceiling Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum 2-1/8" (54 mm) till-1/8" 1oi28.6 mm2"( ) (50.8 mm) Minimum Maximum Viking Quick Response Pendent Sprinkler 06662B (VK302) 1/2" (15 mm) NPT 2-11/16" 1 (68.3 mm) T 1-1/4" (31.5 mm) NSW Sprinkler 12121 (VK305) 2" (50.8 mm) Maximum 'VIKING' Viking Quick Response Upright Sprinkler 066620 (VK300) Installed with a standard 1/8" (3.1 mm) surface -mounted escutcheon Wall Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum 2-1/8" (54 2-1/16" (52.4 mm) Minimum 2-5/8" (66.7 mm) Maximum Installed with a Microfast Model F-1 Adjustable Escutcheon * Note: at maximum, adaptor is exposed 1/2" (12.7 mm) from face of wall Viking Horizontal Sidewall Sprinkler (VK305 or VK319) Sprinkler Head Schedule Symbol Count Thread K -Factor Description Note 0 75 1/2" 5.6 HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. on Drop 13 1" 5.6 HEAD7-VIKING VK176 QR CHROME DRY PENDENT -155 DEG. B 170 1/2" 5.6 HEADS -VIKING VK300 QR BRASS UPRIGHT -200 DEG. 44 2 1" 5.6 SIDE1-VIKING VK178 CHROME DRY HORIZONTAL SIDEWALL-155 DEG. a 15 1/2" 5.6 SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. 275 = Total Number of Heads TOTAL WET SYSTEM HMS CORPORATION w w 0 V) ce o: 0 0 FIELD INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL w z Z 206-575-4439 w z 0 o_ STANDARD SYMBOLS a) Q 0 0 O 0 0) Q 0 1I) (1) 0) Q 0 d 0 U W 0) a 2—WAY EARTHQUAKE BRACE 4—WAY EARTHQUAKE BRACE PIPE HANGER FIRE DEPARTMENT CONNECTION f 1 / / / / WA. STATE LEVEL 3 STAMP SCALE:1 /8"=1'-0 FP -2.0 File: DRA PROFESSIONAL CENTER ANGOLKAR4SMILES TI -LEVEL 2 FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-O WHITE TPO ROOFING SYS -EM OVER RIGID INSULLATION SLOPED TO DRAIN OVER SHEATHING AND FRAMING PER STRUCT. ELEVATOR OVER RUN -XTERIOR =N VELOPE REQUIRED R- VALUE: DRY SIDEWALL PRINKLER 35-O" AFF STAIRWELL ELEVATOR R0,OF= R 2 9'-0" TO CEILING G WET SYSTEM mismasisml REQUIREC R- VALUE PERIMETER UNDER SLAB = R 10 SEE STRUCTURAL PLANS FO FOUNDATION INFORMATION 9'-0" TO CEILING G NO CEILINGS INSTALLED UNDER SHELL CONTRACT WET SYSTEM 9'-0" TO CEIUNG G WET SYSTEM OFFILE w 0 0 EXTERIOR -ENVELOPE :EQUIRED R -VALUE• 0 PLATE s ELEV. 94.50' WAI L=, R 19 I" SOFFIT BOARD (TYP RY PENDENT 0 40'-01 ALUMINUM CLAD BEAM OPEN FRAME DRY PENDENT SPRINKLERS FOR BLDG OVERHANG PROTECTION RY PENDENT 0 2801 XTERIOR ETV/ELl` :EQUIRED R -VALUE: JNCONDITIONED SPACE= R 19 ALUMINUM CLAD / BEAM Cs? OPEN FRAME WET SYSTEM 0 UOIUt1OE lf O N 0 N "X18"--1 SUMP HOLE ELEVATION SECTION BB SCALE: 1/8"=1'-0 T!'i 1.A2' t.• yea. TOS ELE4. 42. LOPEDOWN-TO-42-2--- REQUIRED DOWN-T0-42 — LEVEL 3 ELEV. 83.50' LEVEL 2 ELEV. 71.50' LEVEL 1 ELEV. 59.50' BASEMENT LEVE ELEV. 47.50' (REQUIRED N a< DRAIN TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) Hydraulically Calculated System This system as shown Oil company print no for at SPRINX FIRE PROT. 1 FP -3.0 J dated 8/26/2010 REMOTE AREA 1- LEVEL 3 DRA PROFESSIONAL contract no is designed to discharge at a rate of 20749 0.15 ]GPM (Ln11n) per sq ft (m2) of floor area over a maximum area of 1500 ------- with water at the rate of sq ft (m2) when supplied 285.32 GPM (L/Tin) at 93.76 psi (bars) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Classification Maximum Storate Height 250 GPM (1...I"'min) ORDINARY HAZARD GP -11 N/A N/A Installed E3y: SPRINX FIRE PROTECTION i 3/8" A.T.R '74T6 COMPOSITE WOOD ----JOIST (TJI) `SAMMY SCREW GST -20 (1' -2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL 0 In 18'-0" UNE OF ROOF ABOVE 18'-0" 10'-0" UNE OF ROOF ABOVE 10' 18'-0" -03 10' 0" 2'-6" F-3" -3" BO,I- 9'-614°"B0Et- ® \ 4 GL 64x21 DAB) q '' o �N 10-0 GL 5x12 11( 9-0 1x 10-0 GL 5x15 1H4 9110 7-0 1H 8-6 710 1x 10-0 0 SET DEFECTORS -6" BELOW TJI / 1H 9-0 GL 5x15 (F) 14 -00 CV 10-0 GL 5x12 9-0 4'-7 usr 0 IP / 0-6 1J 1'-5" BON 8-6 -II1'-8" 80J AFF L+10' -8i° AFF 1'-8" FUTURE OFFICE TENANT SPACE GL 5xI5 1H 9-0 1 8'-0" 9'-0" —5' 0" UNE OF ROOF ABOVE UNE OF ( 1x s -o / > 9-0 13 GL 5x12 (DB) 9-0 DROPPED BOJ- AFF REMOTE AREA 9-0 GL 5x12 111'4' BOJ( 0'-0'. 10-0 '1 4- FURIRE OFFICE TENANT SPACE GL 5x12 D 1x ,1 '3-4 10-0 ' "t GL 5x12 DBpN"-. \i % 0 (I ECHE" ECTEE / 8-11J4 1H 114 3-0 (4 8 ;' ., 4) 10 4'K' 114^N 3-5 i RESTROO R.00R CONTROL VALVE SE OML ECH/EL C/MAINT. ELEVATOR ice\ 211 8`.6 OBBY 0 1x 11-10 O O 114 4-511 6-8 L 5x15 114 10-0 5'r II I 2 5-6H / /4- -h0 fg4- 3-' � GL 5x15 DB ET DSW `-`.O DEFLECTORS 1 • --/ ., BELOW TJI'S 0 UP x 1JNE OF RMF ABOVE Q'O ROOF EL+45'-0" ntxar 1 non muse 2-1/2" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY 2-1/2" TYCO BFV GR. BUTTERFLY VA. W/ TAMPER SW. LEVEL3 0 0 a N) I now canna now rautalo TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY \\i1� TYCO BFV I' U-6 GR. BUTTERFLY VA. i:In W/ TAMPER SW. LEVEL 2 O O HD= COMIC 110ceL fW1aa \\ TYCO RISER MANIFOLD W/: (1) DRAIN AAD TEST: rn (2) FLOW SWITCH 7c� _ �- (3) PRESSURE GAUGE O (4) SIGNS ON BODY 01 N -TYCO BFV _\e -15r6 GR. BUTTERFLY VA. 1 i W/ TAMPER SW. nosi mums LEVEL 1 10 0 BASEMENT • EL+34'-0 rIN EL+22'- EL+1 O' -O" 11 EL+o'-0" RISER & FLOOR CONTROL DETAIL SCALE: 1 /8"=1'-0 4'-3" 10' 0" 5' 9" „0 /11 3-514 ra 4' -52' i0 O 1H 1 9-- 0 9-0 154 10-0 v, 0 co O 1ST / NO CEILINGS INSTALLED UNDER SHELL CONTRACT GL 5x12 10-0 FUTURE OFFICE TENANT SPACE 11'-3" BOJ- AFF 1111f3 - axe GL 5x15 D8 1 5-6 10-0 hO'-3" BOB 1 12-0 10 0 -1- O GL 5x12 DB - 0 EJ 0 10'-0"--I- -4'-6" LEVEL 3 SHELL ONLY -FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 10'-0 10'-0 -4'-6"- SCALE: -4'-6"- For "A" Dimension: INI11I11111■i1111■hil Symbol Count Ceiling 2-5/16" 2-1 2"(63.5 / W Description 1. Determine distance from face 1.111 of tee to flniehed ceiling. '��' 2. Round to nearest 1/2" 18'-O" 18'-O" UNE OF FLOG' ::hi 1 :'-O" ,p 1V ca QY .4'Lv 18'-0" on Drop 0 13 1" 1."f minimum distance be - 38,1 and 48" mm) 1 219 mm). ® 170 1/2" 5.6 low ceiling, with no upward adjustment 2-7/16' NOTE: Deflector will be located approximately 3-7/16" p (87,3 mm) below telling with 1" 25,4 mm upward2-1/4" 1" (25,4 mmj down -Minimum adjustment available.Below 4 2 i Minimum ceiling hole diameter. 1-3/4" (44,5 mm) Maximum telling hole diameter. (57 mm).Deflector (61,9 mm) available, order the Minimum Adjustable Standard _� Quick Response Dry" Pendent sprinkler rt 1 at(25,4"mmshorter�and Distancethan A" dimension.Iward Ceiling—_—.(50.8 (54 mm) 15 11'-0"----6'-0"--- #,T SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. mm) r -IN 1 .—._I 1S' 13 16" / .� 10'-0" 1 cT Maximum I\9181::'.1 in UNE OF FLOOR ABOVE O .,;.:1816\ iQ 3'-4' L- � ;� UNE OF FLOOR ABOVE Finished Ceiling Ali ,rte 206mm �f ( � ) It�i1VJ - 2„ (50.8 mm) Maximum a -1/8" Minimum (28.6 mm) �" VIKING' � ^ n iQ r-� A �'` iQ �� e•X�l �i+ o 1!i \�Q 1 �� 1ST • k,a 1-1/2` (38,1 r -i' iQ +` r-� Sleeve finish iQ tante below ceiling, mm).11. diameter (I II \ \ �� 4-7/16` (112,7 with no downward mm)nadjustment avail- able, order the X Viking Quick Response Upright Sprinkler 066628 (VK300) Ili- 4 5 0 ^vi 8-0 =0 \ ^ \ 7JQ Adjustable Standard Quick Response Dry 77,8 mm - 7J PSL 5x18 DB - 7`� .lI �r;r...r�i■1-e=lirltllE 1. Determine the distance from face NOTE: To locate deflector fee to finished face • ., of of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately !-1 4`(108 mm)from wall with GL 5x21 411.11=`- _. JQ PSL 5x18 IB 2` +/- 1" (25,4 mm)] of horizontal adjustment available. A Finished 4" (102 mm) 6" (152 mm) Minimum Maximum ir 3-1/4" Response Dry Horizontal Sidewall sprinkler 1` / pufll !.E"' 52.4 mm ( ) (68.3 mm) ;ilii"91 ��I ;I (61.9 mm) lI Minimum 82,6 mm (25,4 mm) shorter "A" u■■ 1111 ■ii X1!5 ■ Minimum 17 Deflector at than dimension. Distance From' Wall li`II -'" (�— U fII (� 0VI _ ' .; I I �/� ��I_J�� r'111i�� SON in ��1.1111111111,ON ■111111 — ri�� o al ■ I� (15 mm)-/ HSW Sprnkler 12121 (VK305) WI 1 �Q,; `l 2 0 tf4 0 114 n 1x ^ 0 i ,- 3-1/18" 77,8 mmNPT )..........NOTE: '- wall opening + j ■ I r' standard surface Viking Horizontal I�2-5/8" 1 F1010;� (66.7 mmMlnimum Maximum)diameter. with a Microfast j table Escutcheon Adjustable at maximum, adaptor is (12.7 mm) from face of wall 1-3/4" (44,8 mm). Maxlmum wll o coin L Sleeve diameter. I y diameter. 2-1/4 (57 mm). 0 '. matches t3 16 1�.�% Response Dry 9-10 ao 12-0 u) 5-0 6-0 a2-6 e % jt�j�— ��' 4A �� __`- o c:, o ^ o 1 -1-N ! 1�11�...1111 �.. Esx■■■ g. `� _ �."' �'1� o 0O NO INSTALLED SHELL CEILINGS UNDER CONTRACT _ 0 FUTURE OFFICE TENANT SPACE ,IN 40;1 >N�.f■■MmiX��1X ■ 101'- 7N1111111111111 ix Mr IBM -4: AIN 10 '6 rr 6 —"` '—. —' -'Yits _� 10 - 8-0 12-0 11-0 I i XIX �a-a � I! AIN® 9 -9 AFF 5M1111111 I,riiii��i ._ x21 GL 5x21 10�i�•111►.'. ( 7€. 1E= ` 11."e ►wR�.i 1 i i3 , --- __� • 1 i' \ y ;�:p^i1111C1311E 't "� O' �.r11.i■11 Ii ICQ 0-6 60 ' iv ! 1JI.:IL:. ' 1 �� r..■X■II,■.! .. 1I I v IA 1 / i I I0,1 a 04 �\ y. •a '�gwil. H MN � o I FLOOR CONTROL VAL 3 0„ ..\'`12-9 ►ifirmas ■ ..111 1 mac 214 214 ^ 214 �� -� ®®�: 1 Si' 114 ■ 1 I - t'� 4- �"'5 5-1 r ° 4- ��+ e. pU 1o LOBBY \ �� u, L,:.,,, �� iENE ,��(� +Q 1UPR 1 / � PVD(. a 12-9 Ch _ ". ....t.MEMES `'LM 0 a' _ . ' �' - 111111M__ _ .=1N a am 0 1x ®�j li fl p x 10'-9° 80J- AFF 9 1 7 9"-° I r� 11 ®� I�matamm R tL 5x2 A■►immigIJ ■■�„� . 1-o `1 GL 5x21 �; 5x21 D.,, GL 5x21 0 ;I:. w !_tVll _..1, + i _ a •_ _,' • li.ii�l■�>•�!!��s1J a. 9'-O" 80: °' 10'-2" BOB W®2 -11 OWIRIMI■��Sr:'s'�1.1111 A L 's� ► ■ tr.-703-r-‘11=11•1=2.4,.1116111111111w�jjjii wwml!116e117 : .' 1 P X ►W10 -4' �' 7 L �� 0 0 ^ o Ili c- 1 I Or � 10-0 • 111111101111111111$ �� 1B �IFAAL�-4 I o 0 .' - o c o FUTURE OFFICE 0 . ■... ' ao ° �1 I O TENANT SPACE co i Ill MIMI W@7-0 UP 1. if 11111 - L . iY.G 4-i 00 141 NMI 111111111111111A1 X111111111'1''''r ®� .�3 miff '5"T B� 8„ a lig mX�■ill 5x18 �� JQti 3.-4' ~•SL 5x24 NM rn r I.... T.. f r M 71..IIIX / 4 11-6 0 %� .11EL '36En�i�•e'J h Qitw.� 1 1 ro r 1_ " 1 1 e 1 E/ - ----6'-102"-- L/ H P 1 - \ 8' 0"----5'-11" 1 1'-1 14" --4' 9" -4'-6"- 10'-04" 10'-0"--- ANGOLKAR4SMILES TI -LEVEL 2 FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-O WHITE TPO ROOFING SYS -EM OVER RIGID INSULLATION SLOPED TO DRAIN OVER SHEATHING AND FRAMING PER STRUCT. ELEVATOR OVER RUN -XTERIOR =N VELOPE REQUIRED R- VALUE: DRY SIDEWALL PRINKLER 35-O" AFF STAIRWELL ELEVATOR R0,OF= R 2 9'-0" TO CEILING G WET SYSTEM mismasisml REQUIREC R- VALUE PERIMETER UNDER SLAB = R 10 SEE STRUCTURAL PLANS FO FOUNDATION INFORMATION 9'-0" TO CEILING G NO CEILINGS INSTALLED UNDER SHELL CONTRACT WET SYSTEM 9'-0" TO CEIUNG G WET SYSTEM OFFILE w 0 0 EXTERIOR -ENVELOPE :EQUIRED R -VALUE• 0 PLATE s ELEV. 94.50' WAI L=, R 19 I" SOFFIT BOARD (TYP RY PENDENT 0 40'-01 ALUMINUM CLAD BEAM OPEN FRAME DRY PENDENT SPRINKLERS FOR BLDG OVERHANG PROTECTION RY PENDENT 0 2801 XTERIOR ETV/ELl` :EQUIRED R -VALUE: JNCONDITIONED SPACE= R 19 ALUMINUM CLAD / BEAM Cs? OPEN FRAME WET SYSTEM 0 UOIUt1OE lf O N 0 N "X18"--1 SUMP HOLE ELEVATION SECTION BB SCALE: 1/8"=1'-0 T!'i 1.A2' t.• yea. TOS ELE4. 42. LOPEDOWN-TO-42-2--- REQUIRED DOWN-T0-42 — LEVEL 3 ELEV. 83.50' LEVEL 2 ELEV. 71.50' LEVEL 1 ELEV. 59.50' BASEMENT LEVE ELEV. 47.50' (REQUIRED N a< DRAIN TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) Hydraulically Calculated System This system as shown Oil company print no for at SPRINX FIRE PROT. 1 FP -3.0 J dated 8/26/2010 REMOTE AREA 1- LEVEL 3 DRA PROFESSIONAL contract no is designed to discharge at a rate of 20749 0.15 ]GPM (Ln11n) per sq ft (m2) of floor area over a maximum area of 1500 ------- with water at the rate of sq ft (m2) when supplied 285.32 GPM (L/Tin) at 93.76 psi (bars) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Classification Maximum Storate Height 250 GPM (1...I"'min) ORDINARY HAZARD GP -11 N/A N/A Installed E3y: SPRINX FIRE PROTECTION i 3/8" A.T.R '74T6 COMPOSITE WOOD ----JOIST (TJI) `SAMMY SCREW GST -20 (1' -2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL 0 In 18'-0" UNE OF ROOF ABOVE 18'-0" 10'-0" UNE OF ROOF ABOVE 10' 18'-0" -03 10' 0" 2'-6" F-3" -3" BO,I- 9'-614°"B0Et- ® \ 4 GL 64x21 DAB) q '' o �N 10-0 GL 5x12 11( 9-0 1x 10-0 GL 5x15 1H4 9110 7-0 1H 8-6 710 1x 10-0 0 SET DEFECTORS -6" BELOW TJI / 1H 9-0 GL 5x15 (F) 14 -00 CV 10-0 GL 5x12 9-0 4'-7 usr 0 IP / 0-6 1J 1'-5" BON 8-6 -II1'-8" 80J AFF L+10' -8i° AFF 1'-8" FUTURE OFFICE TENANT SPACE GL 5xI5 1H 9-0 1 8'-0" 9'-0" —5' 0" UNE OF ROOF ABOVE UNE OF ( 1x s -o / > 9-0 13 GL 5x12 (DB) 9-0 DROPPED BOJ- AFF REMOTE AREA 9-0 GL 5x12 111'4' BOJ( 0'-0'. 10-0 '1 4- FURIRE OFFICE TENANT SPACE GL 5x12 D 1x ,1 '3-4 10-0 ' "t GL 5x12 DBpN"-. \i % 0 (I ECHE" ECTEE / 8-11J4 1H 114 3-0 (4 8 ;' ., 4) 10 4'K' 114^N 3-5 i RESTROO R.00R CONTROL VALVE SE OML ECH/EL C/MAINT. ELEVATOR ice\ 211 8`.6 OBBY 0 1x 11-10 O O 114 4-511 6-8 L 5x15 114 10-0 5'r II I 2 5-6H / /4- -h0 fg4- 3-' � GL 5x15 DB ET DSW `-`.O DEFLECTORS 1 • --/ ., BELOW TJI'S 0 UP x 1JNE OF RMF ABOVE Q'O ROOF EL+45'-0" ntxar 1 non muse 2-1/2" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY 2-1/2" TYCO BFV GR. BUTTERFLY VA. W/ TAMPER SW. LEVEL3 0 0 a N) I now canna now rautalo TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY \\i1� TYCO BFV I' U-6 GR. BUTTERFLY VA. i:In W/ TAMPER SW. LEVEL 2 O O HD= COMIC 110ceL fW1aa \\ TYCO RISER MANIFOLD W/: (1) DRAIN AAD TEST: rn (2) FLOW SWITCH 7c� _ �- (3) PRESSURE GAUGE O (4) SIGNS ON BODY 01 N -TYCO BFV _\e -15r6 GR. BUTTERFLY VA. 1 i W/ TAMPER SW. nosi mums LEVEL 1 10 0 BASEMENT • EL+34'-0 rIN EL+22'- EL+1 O' -O" 11 EL+o'-0" RISER & FLOOR CONTROL DETAIL SCALE: 1 /8"=1'-0 4'-3" 10' 0" 5' 9" „0 /11 3-514 ra 4' -52' i0 O 1H 1 9-- 0 9-0 154 10-0 v, 0 co O 1ST / NO CEILINGS INSTALLED UNDER SHELL CONTRACT GL 5x12 10-0 FUTURE OFFICE TENANT SPACE 11'-3" BOJ- AFF 1111f3 - axe GL 5x15 D8 1 5-6 10-0 hO'-3" BOB 1 12-0 10 0 -1- O GL 5x12 DB - 0 EJ 0 10'-0"--I- -4'-6" LEVEL 3 SHELL ONLY -FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 10'-0 10'-0 -4'-6"- SCALE: -4'-6"- For "A" Dimension: INI11I11111■i1111■hil Symbol Count Ceiling 2-5/16" 2-1 2"(63.5 / Opening Size: (58.7 mm) minimum mm)maximum 2-1 /8" Description 1. Determine distance from face 1.111 of tee to flniehed ceiling. '��' 2. Round to nearest 1/2" llt� 75 Note: To locate deflector at (12,7 mm) between 1-1 2";I1M / HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. on Drop 0 13 1" 1."f minimum distance be - 38,1 and 48" mm) 1 219 mm). ® 170 1/2" 5.6 low ceiling, with no upward adjustment 2-7/16' NOTE: Deflector will be located approximately 3-7/16" p (87,3 mm) below telling with 1" 25,4 mm upward2-1/4" 1" (25,4 mmj down -Minimum adjustment available.Below 4 2 1" Minimum ceiling hole diameter. 1-3/4" (44,5 mm) Maximum telling hole diameter. (57 mm).Deflector (61,9 mm) available, order the Minimum Adjustable Standard _� Quick Response Dry" Pendent sprinkler rt 1 at(25,4"mmshorter�and Distancethan A" dimension.Iward Ceiling—_—.(50.8 (54 mm) 15 1/2" #,T SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. mm) �� I■■t= NEW 13 16" / .� — Maximum I\9181::'.1 ............ .............. ............... .,;.:1816\ Ufa Finished Ceiling 206mm �f ( � ) It�i1VJ - 2„ (50.8 mm) Maximum -1/8" Minimum (28.6 mm) �" VIKING' � ^ �� Note: To locate deflector at maximum die- 1-1/2` (38,1 Sleeve finish tante below ceiling, mm).11. diameter (I II matches escutcheon. 4-7/16` (112,7 with no downward mm)nadjustment avail- able, order the Viking Quick Response Upright Sprinkler 066628 (VK300) Viking Quick Response Pendent 06662B (VK302) Sprinkler 2-7/16' Wall Opening 2-5/16" (58.7 2-1/2" (63.5 Size: mm) minimum mm) maximum 2-1 16' / 3-1 16" Adjustable Standard Quick Response Dry 77,8 mm I Pendent sprinkler 1" Deflector Maximum Below Viking Quick Response Adjustable Standard Dry Pendent Sprinkler with up to 2" (50,8 (25,4 mm) longer at than "A" dimension. Distance Ceiling mm) of adjustment available. For "A` Dimension: 1. Determine the distance from face NOTE: To locate deflector fee to finished face IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIE of of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately !-1 4`(108 mm)from wall with nlahed Ceiling Wall 411.11=`- L at minimum dis- tance }once from wall with no adjualmenf available, order the standard Quick 2` +/- 1" (25,4 mm)] of horizontal adjustment available. A Finished 4" (102 mm) 6" (152 mm) Minimum Maximum ir 3-1/4" Response Dry Horizontal Sidewall sprinkler 1` / pufll !.E"' 52.4 mm ( ) (68.3 mm) ;ilii"91 ��I ;I (61.9 mm) lI Minimum 82,6 mm (25,4 mm) shorter "A" -rT- �'M Minimum 17 Deflector at than dimension. Distance From' Wall li`II -'" (�— 1_j/4• ��(mm) ��j�, 31.8 1 fII (� 2-1/8" "'. �/� (54 mm) 1 _ ' .; I I �/� ��I_J�� r'111i�� ■�" — ri�� 1 al ■ (15 mm)-/ HSW Sprnkler 12121 (VK305) yijr ;;I+gl/— 'I"II �,II011 ■ •e i',.._____/( 3-1/18" 77,8 mmNPT )..........NOTE: wall opening ( 7 mm) yr 2, I I To locate deflector of maximum diatanee tram wall standard surface Viking Horizontal I�2-5/8" with a 1/8" (3.1 mm) Installed -mounted escutcheon Model . Note: exposed 1/2" Sidewall Sprinkler (VK305 or VK319) F-1 (66.7 mmMlnimum Maximum)diameter. with a Microfast j table Escutcheon Adjustable at maximum, adaptor is (12.7 mm) from face of wall 1-3/4" (44,8 mm). Maxlmum wll o coin L Sleeve diameter. with no adjustmentnstalled available, orderi fhs diameter. 2-1/4 (57 mm). adjuafabis 1-12".= 1;� standard Quick Sleeve finish matches t3 16 1�.�% Response Dry (20.1 mm) finish of escutcheon. Maximum Viking Quick Response Adjustable Standard Dry Horizontal Sidewall Sprinkler I�' Horizontal Side - 6 -t/4' wall sprinkler 1` 33,4 mm (25,4 mm) longer Deflector at than "A" dimen- Distance bion. From Wall 08384 (SIN VK178). MAXIMUM DISTANCE BETWEEN HANGERS (FT. -IN) STEEL PIPE- 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 LIGHTWALL STEEL 12-0 12-0 12-0 12-0 12-0 12-0 THREADABLE ANGOLKAR4SMILES T Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note ® 75 1/2" 5.6 HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. on Drop 0 13 1" 5.6 HEAD7-VIKING VK176 QR CHROME DRY PENDENT -155 DEG. ® 170 1/2" 5.6 HEAD8-VIKING VK300 QR BRASS UPRIGHT -200 DEG. 4 2 1" 5.6 SIDE1-VIKING VK178 CHROME DRY HORIZONTAL SIDEWALL-155 DEG. i 15 1/2" 5.6 SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. 275 = Total Number of Heads TOTAL WET SYSTEM 07) co Lt 169 CL cnEL N ctoc) cc: am 11- :Zst.2J cc :1.:r.c 2 ne; n°9° pas T5 2 -J a. o ro 0 ro as Date: 09/09/2010 REVISIONS DESCRIPTION ANGOLKAR4SMILES TI REVISIONS Erl 1-1 CV CV HMS CORPORATION Lu Ow 0 CC tu- FIELD INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL 206-575-4439 OZ CL STANDARD SYMBOLS 0) cn 0 LLJ 2—WAY EARTHQUAKE BRACE 4—WAY EARTHQUAKE BRACE 0 Lu CC LLI • WA. STATE LEVEL 3 STAMP FP -3.0 File: DRA PROFESSIONAL CENTER 01 /7n11 7•4A•55 PM crwirne Cnrirnt 13530 53RD AVE S ASSOCIATED PERMITS D10-332 D09-110 M10-180 11-F-027 11-S-054 10-S-210 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax Not0 cO – �! Site Address: I2 —� ��' Suite Number: Floor: Tenant Name: i New Tenant? (Yes ❑ - No Property Owner's Name: P , L. LC, Mailing Address: t c 7T L3Gj £ _L6 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Company Name: f Mailing Address: f t�L Day Telephon : 2 fi ' t'.06 E-mail AddressC%1 R(` .( i - b' / .0 Fax Number: Valuation of Project (contractor's bid price): 71 Scope of Work (please provide detailed information):) T. c pt" Privtoi 11, ID ( 4 TD �I -.i « PERMIT APPLICATION NOTES Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R OR A ORIZED AGEN Signature: Print Name Plan Permit App.doc 5/14/10 Date: (1 ay Telephone: 2 �' 2;c -92,-112)n TFD FP Form 8 r SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, \VA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: CC:.n3oO" C:03E5 Site Address: t SaPPC) A6.V e Suite Number: Floor: Tenant Name: tP4 r�'�1=E .�t��L.. � L New Tenant? El - Yes ❑ - No Property Owner's Name: P FLA. Mailing Address:11 t T14 FL- i Le Y L I , 6-14 91500a, City State Zip CONTACT PERSON -if there are questions about the submittal. Name:c%G✓' +FFNAXP+ Company Name: Day Telephone.G�✓2 `,' GA -toe --111,1c. Mailing Address: P - tL+ Fr. f ' biC.� t NL-* , GI City tate Zi E-mail Address:Cii1P. 41.- '( . C(`7 ..4 Fax Number ' .11P ICv 41111111111111111/111111111111111111111111111111111.1111111111111116 Valuation of Project (contractor's bid price): $��. Scope of Work (please provide detailed information): PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signa _ 1 Print Name tb4'n t I Plan Permit App.doc Date: crl • a Day Telephone: ' OS3.11 2 5/14/10 TFD FP Fonn 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Angolkar4smiles 13530 53rd Ave S Permit No.: 11-S-054 Date: March 15, 2011 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 less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 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. • Comply with ASCE 7-05, section 13.5.6.2.2. • 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 20 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 Toss 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, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: DRA Professional Center 13530 53rd Ave S Permit No.: 10-S-210 Date: September 28, 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 less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 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. • Comply with ASCE 7-05, section 13.5.6.2.2. • 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 Toss 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, 2010 Edition. CORRECTION NOTICE/REINSPECTION FEE 6-"I'(/``'' Inspector: k\.. Permit number: D 01 - //e TUKWILA FIRE DEPARTMENT/FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, Wa. 98188 Office: 206-575-4407 Fax: 206-575-4439 Business Name: Type of Inspection: Location / odress: �3 p 5 Date : /6/6/// Contact Person : pR - P64, -S Phone No. : ACTION REQUIRED : 1.EilZ S o ke, e le( ' sk4- - pR - P64, -S . (1)) -bb Ski- 0 (PS „./ c le ..) ra,w, ; o- 4`ce 3 . s" si'orfiz ow CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : /U ( / ! 1 FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A C MIN L CITATION/TICKET. Signature: Billin Wm ailing Address : Attn: Company Name: Address: City: State: Zip: El El A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 3/26/10 T.F.D. Form F.P. 100 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit (also) y4 CITY OF TUKWILA FIRE DEPARTMENT `✓►IO (da 41— 27 0/0 - 3) 2. Oof -I/O PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: D - U r u .( eS5 ca,,, et . Type of Ins ection: , Address: / 3S3 0 Suite #: .S r° e S Contact pi) Special Instructions: 1J Phone No.: 1 -Approved per applicable codes. Corrections required prior to approval. �MN�ENTS: Sprinklers: Y Fire Alarm: r Hood & Duct: 1J Monitor: .F p 1 Pre -Fire: N Permits: Occupancy Type: l . $ j4 ? Solo Ii,n) &ie -L) SA Ott 4 (er p/147vc - .2_ sI nt.i- t,3 P ' •, .) wwQ.4-.Q,Jf Sr✓4 ^—O CC(r� dit v rJ /4)(. ,ti 0 Pip!, 3 Str° 6tS IIS i d. - OK /-l) 6 b eJ<t, i -S 72 s 4'e_J (4 — Te6 k p/.0(/ c sc ,42x1 l e LA) , 4-c-- ----r q- Needs Shift Inspection: Y Sprinklers: Y Fire Alarm: r Hood & Duct: 1J Monitor: .F p 1 Pre -Fire: N Permits: Occupancy Type: Inspector: M,.\CA,5-?___ Date: lb/,6 // i Hrs.: (9— $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:� � 5O 'C� 2 1 � 5'1 es TypcJe o Inspection: t Address: / 3 5 30 Suite #: ,5- 3 Avg S' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: S P ?xl 111-c. — oK (ap Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Ag Date: 0-23//t Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I 1-.5-- 054/ - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: A,(-\ 3 okkcr 4 Svv' Iles Type of Inspection: ¥- 4 y Ckkr c - Address: Suite #: 13536- 53 (2SAN S. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C1) j�c a d 6k Z''1 t l c mac\ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: FM 51 Date: S l Z3l \\ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DA) —33z -Z /f rosy Tz' /o-5- 2/o t•,•.e 6o1 -//D ewe PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �Q� Sprinklers: Type of Insp ction: fry eaves - te,nceicdeeR c4.064, --c) 54 Address: /3,—, Suite #: ,ifue Contact Person: Special Instructions: Occupancy Type: Phone No.: Tic Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: ?CV k,� cover 04_ t.,.,46". D ,s4.44,, , « otre, fwdM y f Permits: Occupancy Type: 44 frit -if A ' 1/ (0044P r�42-0( 41.1".444.1/ d ✓o py 4 (mac adebot / hdYo 14e0/4 - 6551-iL.GL .', -t lc* c tct,r Gg-b/ wieve_ (0,6 J 4 Two VrAtaed Ile -4-w) B rat tv.o, 72.f `A,\*.4-6' r`" q`r - 6kW t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: InspectorN2 , _ AJt,____ c Sh Date: lr-i,h( Hrs.: b0 $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 Pt - 1)o1-110 -Ce'rc Ao-5- z(a -Co•nz /1- 5-05-y-7' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �� 3/ l (t i ► ok- ,� i4-,3 In 13114 cvf-t� Type f In pection: / c Jit 0 P(AAL Cove'✓ Address: » 1 -35 30 Suite #: 53 t& A-ts,5 Contact Person: C'_�'-.-<4t,4.•" Special Instructions: Occupancy Type: Phone No.: ZS, -606- 5-1-0 5 5��lrtX/4£ 1V1Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4JJyd a- h (err -e - A -til c7 (,,,c i ( o 4— 3/ l (t i ► ok- ,� i4-,3 In 13114 cvf-t� Z'37/5i /ors— /410/0) P-wA .1zis-f i Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Low ©vi tLi ,l -- 47 kola !id G�a`fv1 ; --21,.4 �(aor 0I;dfr-, -'oo ) 1 4 I oo�r i&o. r ik \ ;k5 po-Pi45 QKc �/D,4 / by., -� - �1&5e wA(-v/,-1— 0 k(_- / h/C.C9 c& 0 ukf-,- i� Fi i7 . Lep v \ ?ern j n ," e° V)p✓5t -4-- LAne\l� '[' _ 64A, below wQ c f- s k&x ..est. P&c — ,,, 1 > 2i d v P5 2,0( f-fi dr© — BGG , ,3 Co , (J J fr,`ty / 4 -- IQeed 4%) re �ovt. of 5 l -r c„ c i-i.v.5 ba •Poac cb-vO-r o l JaQ Jo_ a-. E f oo t Pvc P)pe_ - rk Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: rwV S- i Fwt sz Date: 3I u2k Hrs.: Z, 9 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 TUKWIL.A FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206- 575-4439 E-mail: tulcfdprv@ci.tulcwila.wa.us CONTRACTORS MATERIAL AND TEST CERTL IC2 LTE Fly ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of te: t will result in termination of the testing and additional fees will be assessed. Contractor is gyres possible for supplying manpower for Final Acceptance Test with two-way communications. Permit # 1 1- F -o Property Address 13,530 S'3 ez /\0 e - City Tukwila Zip Code 98 CaQj Name of Facility Occupied as M eD icAL / peM 1 L- 6Pr LS Owner or Representative f AS A rl G oz., KA lc Phone # Zo6 Installing Company Installing Contractor's Address 1 36 Gr t c 4kt. City -k.. 7 Phone # gas- MO 9600 Installer's Name (PRINT) S ttan A Oig" Date Suite I License and/or Certificate S -0 -or -02(24r General Contractor Electrical Contractor FACP Equipment Manufacturer S Model # SISciS This system has been led, pre -tested and operates in accordance with the standards Listed below and was inspected by On (date) ' - 21-1 \ and includes the devices listed on back. Circall that apply: / NFPA 72, Chapte'W 'a V). , d/or IFC SEC 907 T NFPA 70, National Electrical Code, Article 7 0 ' /6 Manufacturer's Instructions Manufacturer's Instruction Other (specify) ✓ Tukwila City Ordinance Numbers 2050, 2051 UL Central S System is monitored by gce, pre+r-CA401/\, .1-6C SIGNED � ` �! Date 9Qj-( 1 System Firmware: Installed version 1 6' 2 Checksum Date ?" z$ -1 Initial program -� Installation Revisions and Reasons Programmed by TO 39dd Date / -211t-1 c V? 3�II� d�IMJilll 6EVb9L9910Z O9:ZT 9002/TT/PO EQUTPiV ENT INSTALLED AND TESTED: Control Panel 1 of 1 Manual Station Jof / Smoke Detectors _lay. of XQ. Heat Detectors —of Duct Detectors (v of A/V Devices Z . of 7^e' Audio Devices i' of Visual Devices .11, of lam, Auto Door Release -'-M Trouble Indictors \ of\ Batteries Readings Battery a(n 1 Make/Model 5 (L. 5 Make/Model C 1C Q t9 61 Make/Model 5 S Sac, I �C Make/Model Make/Model Sy 5-4- Make/Model St/TA-Cy-- Make/Model '=iik t/ -Cy--Make/Modelik mrd Make/Model l l t Make/Model Make/Model ,n.'/S-8 Full Load a y , (D Charge tai) . a Generator of Make/Model HVAC Controls 3of-6 Make/Model Sy c.M Fire Alarm Dialer k of ( Make/Model % (N.-1,-:;:itAn7 Monitored by Annunciator -- of Make/Model '---- 5( Sprinkler System. (Fire Alarm connections only) Water Flow Sw. j of Make/Model '.r _ Valve Tamper Sw. of (' Make/Model -tom PW i fof 1 Malce/Model Elec. Alarm Bell —of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? YesNo Test of alarm System one e .� atisfactory? Yes %( No Test Witnessed by Title c't D ite Comments: t-fS Go e 0Lr ,eddies\Contractors Material & Test Certificate Revised: 10/28/04 Z0 3Jdd 3dId ti1IM>1fll FD FP Form #110 6£bb5L590Z 09:ZT 500E/TT/b0 WASHINGTON SURVEYING & RATING BUREAU 2101 4th Avenue Suite 300 Seattle, WA 98121 P 206.217.9772 F 206.217.9329 www.wsrb.com Underwriting Information, Filings & Property Loss Costs .1 Jose A. Buitrago Senior Field Representative/ Plan Review jose.buitrago@wsrb.com 206.273.7157 February 23, 2011 PLAN SHEETS 1-3 of 3 SUBJECT Angolkar4Smiles - DRA Professional Center T. I. 13530 — 53`d Avenue S. Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinldered risk: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow tests generated by computer model are not acceptable for fire insurance rating purposes. Provide flow test conducted within the last 5 years. 2. The design of .15/1,500 is acceptable. 3. Hydraulic Calculations does not include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB plus the 250 gpm (ordinary hazard occupancy) for outside hose allowance as required by NFPA 13. 4. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 5. Hangers should be installed according to UL listing and as specified by NFPA 13. 6. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, combustible blind and roof spaces, and to roof skylights. Serving the Property and Casualty Insurance Industry Since 1911 WASHINGTON SURVEYING & RATING BUREAU 2101 4th Avenue Suite 300 Seattle, WA 98121 P 206.217.9772 F 206.217.9329 www.wsrb.com Underwriting Information, Filings & Property Loss Costs Jose A. Buitrago Senior Field Representative/ Plan Review iose.buitrago@wsrb.com 206.273.7157 September 20, 2010 PLAN SHEETS 1-3 of 3 SUBJECT DRA Professional Center 13530 — 53rd Avenue S. Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow tests generated by computer model are not acceptable for fire insurance rating purposes. Provide flow test conducted within the last 5 years. 2. The design of .15/1,500 is acceptable. 3. Hydraulic Calculations does not include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB plus the 250 gpm (ordinary hazard occupancy) for outside hose allowance as required by NFPA 13. 4. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 5. Hangers should be installed according to UL listing and as specified by NFPA 13. 6. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, combustible blind and roof spaces, and to roof skylights. Serving the Property and Casualty,j'nsigaree,'RsirtQAtninS ct,f,t? cf1 • { �^Y :`-.. � lei ,�k tititYJi'`✓• INDEX • HYDRAULIC CALCULATIONS • REMOTE AREA #1 - LEVEL 3 • REMOTE AREA #2 - LEVEL 1 • EARTHQUAKE CALCULATIONS • HEADS 1. VIKING VK300 QR BRASS UPRIGHT 200 DEG. K=5.6 Q.R. 2. VIKING VK302 QR WHITE PENDENT 155 DEG. K=5.6 Q.R. 3. VIKING VK305 QR BRASS HORIZONTAL SIDEWALL K=5.6 155 DEG. Q.R. 4. VIKING VK176 QR CHROME DRY TYPE PENDENT K=5.6 155 DEG. Q.R. 5. VIKING VK178 QR CHROME DRY TYPE HORIZONTAL SIDEWALL K=5.6 Q.R. 6. VIKING SPRINKLER HEAD CABINET • DEVICES 7. WILKINS 350DA BACKFLOW ASSEMBLY 8. VICTAULIC WALL MOUNT POST INDICATOR VALVE 9. TYCO MOD 513 RISER MANIFOLD FLOOR CONTROL 10. TYCO BUTTERFLY BALL VALVE WITH TAMPER SWITCH 11. TYCO GROOVED SWING CHECK VALVE 12. POTTER WATER FLOW ALARM SWITCH 13. POTTER ELECTRIC 24 VOLT ALARM BELL • PIPE, FITTINGS & HANGERS 14. ALLIED DYNA-FLOW PIPING 15. ALLIED SHC. 40 PIPING 16. GROOVED FITTINGS (VICTAULIC FITTINGS AND COUPLINGS) 17. THREADED FITTINGS (STAR D.I. FITTINGS) 18. HANGERS (TOLCO FIG. 2, FIG.99, UNI -STRUT CHANNEL, FIG. 68, FIG. 69) 19. EARTH QUAKE BRACEING (TOLCO FIG. 909, FIG. 907, FIG. 1000) SUPPLIER INFORMATION Viking Supply Net (253) 872-8444 Ferguson Fire & Fab. Renton, WA. (866) 507-5758 _ _ _ Fire Protection by Computer Design SPRINX FIRE PROTECTION, INC. 5114 PT. FOSDICK DR NW #E PMB-42 GIG HARBOR, WA 98335 253-853-7780 Job Name : DRA PROF. BLDG - RA#1 Building : FP -3.0 Location : 13530 53RD AVE S, TUKWILA WA 98168 System : AREA #1 Contract : 20749 Data File : DRA-SPRINKLER AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG RA#1 Page 1 Date 2/18/11 HYDRAULIC CALCULATIONS for Project name: DRA PROF. BLDG - RA#1 Location: 13530 53RD AVE S, TUKWILA WA 98168 Drawing no: FP -3.0 Date: 2/21/11 Design Remote area number: AREA #1 Remote area location: LEVEL 3 Occupancy classification: OFFICE LIGHT HAZARD Density: .15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: QR BRASS UPRIGHTS No. of sprinklers calculated: 14 In -rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 535.319 - GPW 96.5245 - Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 2009 Location: INTERURBAN & 53RD AVE S, TUKWILA Source: MIKE QUSECK -TUKWILA W.D. Name of contractor: SPRINX FIRE PROTECTION, INC. Address: 5114 PT. FOSDICK DR NW #E / PMB-42 / GIG HARBOR, WA 98335 Phone number: 253-853-7780 Name of designer: JOSEPH FAULKNER Authority having jurisdiction: CITY OF TUKWILA Notes: (Include peaking information or gridded systems here.) CALCULATED PER ORDINARY HAZARD GP1- PER CITY OF TUKWILA REQUIREMENTS Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) a cQ co ao City Water Supply: Demand: 01 - Static Pressure : 120 D1 - Elevation : 19.490 C2 - Residual Pressure: 20 D2 - System Flow : 285.319 C2 - Residual Flow : 6300 D2 - System Pressure : 96.524 Hose Demand) : 250 D3 - System Demand : 535.319 Safety Margin : 22.430 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA1.85) N U • U 0 0 0 0 0 lf) d- M •-•v- r- r-- 0 0 N .- r- c1 Q 0 0 0 0 0 0 0 0 0 0 .- O) CO N. (0 10 d M W cn (/) D W W 0 0 N .- Flow Diagram SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 3 Date 2/18/11 7 I 285.3 4. 22.8 6 -> 26 -> 25 22.8 I 184.1 22.1 5 -> 17 -> 16 22.1 I 86.2 43.3 21.7 29 -> 33 -> 35 -.+ 34 21.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary O N 0 0 d' N 0 CO 0 10 CO• CO N ro U z z OIT w O w a. J w m ce O�Z Z a. _°'i • C2g ct cn 0 ii a MN 0 CO .- .-- 0 0 V- C) '- O O to r O O v) o r- 0 <r <-- 0) 0 0 0 0 d' 00 03 0 0 '0 OM ht" -00 ,- I' O NN (.0(000 O) N 0 r -N 10(000 N CO )[) M M d. M .-- M avt oo10 M M r Cl <- N U1 11, 0) r N N CO N O i UCO N �O 4) O CV �-� NNCO� O U O tLCD j .O 0 u) > m 0co -�oo O O coU O c -0 •O Q).s2 c ro V Q o� ��") 03O*� a) r, 00 �> c1 � S u N"?03 O0— 0d' VCS> v•�Z 1`-. CD Or. - fie- O 0 T7 •5 ro'D O LL GE a 0 CT u_ a) Q. c c , V ro 0 ) 0 0 . . . o 0 )n y ri co co 0) Cn O C O _C � ca 0 -.' to U ` Q) t U o� 2oc000 N -c ,c,- 1 �(n 0 0 a) 0 0 O O C s E ro O M 0 00 0 X C a -v •- ro CC LL ro 0p•D v al N O O s al 01 CD v- CD ro Y 0= +� ON NO)n00 N aU) L. O T. m c N DU.. CO E N 0 43 c c 0 O' a O U •V O N p) O <t O O p) N TO -0 C sr- m a) as O iLOMOOL.. LLD Q. n O (0.1-65>a) > 0 rtO OC 1:1:7: OO c 0) N U N .k • (U O 0w� H oo a c`U �(" —'o�u) 2 cx, > c p c 07> OLr- O p ti -3 "2 ml c Nm�00 QOU O Us ) fn as 0ei: 0) LL �C t p O fn C O O 4- S _ �_ U UQ U U C= -Fd �, m0)M 0C�rn o mo CI) CO c _ O CO (n _ N N Q QQ QQW a) c E C �U-' C CA— N >,�..; t- o.. a_ 3a_a 1-- c D c X c o 1-- u_ LL 0u.0 oo - ZZIizZrnrn� O N= C N N_cD O LL. ro0 ELL Etr)3vii ili��Qm 0 N m o a : U O Cr 4_ =p eWL0t->X cJa.a_ zw 0 u,as Y. Pressure / Flow Summary - STANDARD SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 5 Date 2/18/11 Node Elevation K -Fact Pt No. Actual a Pn Flow Density Area Press Actual Req. 1 45.0 5.6 10.33 na 18.0 0.15 120 7.0 2 45.0 11.56 na 3 47.0 11.64 na 4 45.0 13.47 na 5 45.0 16.6 na 6 45.0 17.73 na 7 45.0 24.48 na 8 38.0 . 33.68 na 10 26.0 49.19 na 11 14.0 63.51 na 12 10.0 75.3 na TOR 10.0 86.19 na BOR 2.5 93.76 na TEST 0.0 96.52 na 250.0 13 45.0 5.6 10.94 na 18.52 0.15 120 7.0 14 45.0 5.6 11.83 na 19.26 0.15 120 7.0 15 45.0 5.6 12.76 na 20.0 0.15 120 7.0 16 45.0 5.6 15.58 na 22.1 0.15 120 7.0 17 45.0 16.44 na 18 45.0 5.6 11.05 na 18.62 0 1 120 7.0 19 45.0 12.36 na 20 45.0 13.36 na 21 45.0 14.39 na 22 45.0 5.6 11.7 na 19.16 0.15 120 7.0 23 45.0 5.6 12.65 na 19.92 0.15 120 7.0 ` 24 45.0 5.6 13.63 na 20.68 0 1 120 7.0 25 45.0 5.6 16.63 na 22.84 0.15 120 7.0 26 45.0 17.55 na 27 45.0 5.6 14.67 na 21.45 0.15 120 7.0 28 45.0 15.46 na 29 45.0 16.46 na 30 45.0 5.6 14.72 na 21.49 0.15 120 7.0 31 - 45.0 15.07 na 32 45.0 5.6 14.91 na 21.62 0.15 120 7.0 33 45.0 15.72 na 34 45.0 5.6 14.96 na 21.66 0.15 120 7.0 35 45.0 15.32 na The maximum velocity is 15.95 and it occurs in the pipe between nodes 6 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 6 Date 2/18/11 • Hyd. Ref. Point Qa Qt Dia. 1101 Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn ******* Notes ****** 1 18.00 1.049 1E to 120.0 2 18.0 0.1070 2.0 0.0 0.0 9.500 2.000 11.500 2 to 3 3 to 4 4 to 5 18.52 1.38 0.0 120.0 0.0 36.52 0.1043 0.0 9.000 0.0 9.000 10.332 0.0 1.231 K Factor = 5.60 Vel = 6.68 11.563 -0.866 0.939 Vel = 7.83 19.27 1.61 120.0 55.79 0.1078 20.00 1.61 120.0 75.79 0.1899 0.0 0.0 0.0 1T 8.0 0.0 0.0 9.000 0.0 9.000 11.636 0.866 0.970 Vel = 8.79 5 108.32 2.703 to 120.0 6 184.11 0.0787 0.0 0.0 0.0 8.490 8.000 16.490 13.472 0.0 3.132 Vel = 11.94 14.250 0.0 14.250 16.604 0.0 1.122 Vel = 10.29 6 101.21 • to 7 285.32 2.703 120.0, 0.1770 1T 18.651 0.0 0.0 19.520 18.651 38.171 17.726 0.0 6.755 7 0.0 to 8 285.32 2.703 120.0 0.1770 8 0.0 to 10 285.32 2.703 120.0 0.1770 1B 10.88 1 Fsp 0.0 0.0 1T 18.651 2E 18.651 0.0 7.000 10.880 17.880 Vel = 15.95 24.481 6.032 3.164 * Fixed Toss = 3 Vel = 15.95 21.000 37.302 58.302 33.677 5.197 10.319 Vel = 15.95 10 0.0 to 11 285.32 2.703 120.0 0.1770 1T 18.651 2E 18.651 0.0 14.250 37.302 51.552 49.193 5.197 9.124 Vel = 15.95 11 0.0 2.703 to 120.0 12 285.32 0.1770 2X 33.571 1V 6.683 0.0 16.560 40.254 56.814 63.514 1.732 10.055 Vel = 15.95 12 0.0 to TOR 285.32 2.703 120.0 0.1770 3V 20.049 0.0 0.0 41.460 20.049 61.509 75.301 0.0 10.886 Vel = 15.95 TOR • to BOR BOR to TEST 0.0 285.32 0.0 285.32 250.00 535.32 4.31 120.0 0.0183 4.1 140.0 0.0175 2X 44.598 1Zic 0.0 0.0 8.750 44.598 53.348 86.187 6.601 0.974 * Fixed Toss = 3.353 Vel = 6.27 2E 1G 1T 29.067 2.907 29.067 35.000 61.041 96.041 93.762 1.083 1.679 Vel = 6.93 96.524 Qa = 250.00 K Factor = 54.49 13 to 2 18.52 18.52 1.049 120.0 0.1129 1T 5.0 0.0 0.0 0.500 5.000 5.500 10.942 0.0 0.621 K Factor = 5.60 Vel = 6.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 7 Date 2/18/11 Hyd. Ref. Point Qa Dia. Qt Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn ******* Notes ****** 0.0 18.52 11.563 K Factor = 5.45 14 19.26 1.049 1T 5.0 0.500 to 120.0 0.0 5.000 3 19.26 0.1215 0.0 5.500 0.0 19.26 11.834 -0.866 0.668 K Factor = 5.60 Vel = 7.15 11.636 K Factor = 5.65 15 20.00 1.049 1T 5.0 0.500 12.756 to 120.0 0.0 5.000 0.0 4 20.0 0.1302 0.0 5.500 0.716 K Factor = 5.60 Vel = 7.42 0.0 20.00 13.472 K Factor = 5.45 16 22.10 1.049 1T 5.0 0.500 15.578 to 120.0 0.0 5.000 0.0 17 22.1 0.1565 0.0 5.500 0.861 • 17 0.0 1.61 1T 8.0 0.510 16.439 to 120.0 0.0 8.000 0.0 5 22.1 0.0194 0.0 8.510 0.165 0.0 22.10 K Factor = 5.60 Vel = 8.20 Vel = 3.48 16.604 K Factor = 5.42 18 18.62 1.049 1E 2.0 9.500 11.052 to 120.0 0.0 2.000 0.0 19 18.62 0.1139 0.0 11.500 1.310 K Factor = 5.60 Vel = 6.91 19 19.15 1.38 0.0 9.000 12.362 to 120.0 0.0 0.0 0.0 20 37.77 0.1110 0.0 9.000 0.999 Vel = 8.10 20 19.92 1.61 0.0 9.000 13.361 to 120.0 0.0 0.0 0.0 21 57.69 0.1147 0.0 9.000 1.032 Vel = 9.09 21 20.68 1.61 1T 8.0 8.490 14.393 to 120.0 0.0 8.000 0.0 6 78.37 0.2021 0.0 16.490 3.333 0.0 78.37 Vel = 12.35 17.726 K Factor = 18.61 22 19.16 1.049 1T 5.0 0.500 11.701 to 120.0 0.0 5.000 0.0 • 19 19.16 0.1202 0.0 5.500 0.661 K Factor = 5.60 Vel = 7.11 0.0 19.16 12.362 K Factor = 5.45 23 19.92 1.049 1T 5.0 0.500 12.651 to 120.0 0.0 5.000 0.0 20 19.92 0.1291 0.0 5.500 0.710 K Factor = 5.60 Vel = 7.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 8 Date 2/18/11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** 0.0 19.92 13.361 K Factor = 5.45 24 20.68 1.049 1T 5.0 0.500 13.632 to 120.0 0.0 5.000 0.0 21 20.68 0.1384 0.0 5.500 0.761 K Factor = 5.60 Vel = 7.68 0.0 20.68 14.393 K Factor = 5.45 25 22.84 1.049 1T 5.0 0.500 16.635 to 120.0 0.0 5.000 0.0 26 22.84 0.1664 0.0 5.500 0.915 26 0.0 1.61 1T 8.0 0.510 17.550 to 120.0 0.0 8.000 0.0 6 22.84 0.0207 0.0 8.510 0.176 K Factor = 5.60 Vel = 8.48 Vel = 3.60 0.0 22.84 17.726 27 21.45 1.049 1T 5.0 0.380 14.668 to 120.0 0.0 5.000 0.0 28 21.45 0.1481 0.0 5.380 0.797 28 21.48 1.61 1T 8.0 7.010 15.465 to 120.0 0.0 8.000 0.0 29 42.93 0.0664 0.0 15.010 0.996 K Factor = 5.42 K Factor = 5.60 Vel = 7.96 Vel = 6.77 29 43.29 2.729 0.0 7.740 16.461 to 120.0 0.0 0.0 0.0 5 86.22 0.0185 0.0 7.740 0.143 Vel = 4.73 0.0 86.22 16.604 K Factor = 21.16 30 21.49 1.049 1E 2.0 0.380 14.720 to 120.0 0.0 2.000 0.0 31 21.49 0.1487 0.0 2.380 0.354 K Factor = 5.60 Vel = 7.98 31 0.0 1.38 0.0 10.000 15.074 to 120.0 0.0 0.0 0.0 28 21.49 0.0391 0.0 10.000 0.391 Vel = 4.61 0.0 21.49 15.465 K Factor = 5.46 32 21.62 1.049 1T 5.0 0.380 14.912 to 120.0 0.0 5.000 0.0 33 21.62 0.1504 0.0 5.380 0.809 K Factor = 5.60 Vel = 8.03 33 21.67 1.61 1T 8.0 2.990 15.721 to 120.0 0.0 8.000 0.0 29 43.29 0.0673 0.0 10.990 0.740 Vel = 6.82 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. DRA PROF. BLDG - RA#1 Page 9 Date 2/18/11 • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "CH or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn • ******* Notes 43.29 16.461 K Factor = 10.67 34 21.66 1.049 1E 2.0 0.380 14.965 to 120.0 0.0 2.000 0.0 35 21.66 0.1508 0.0 2.380 0.359 K Factor = 5.60 Vel = 8.04 35 0.0 1.38 0.0 10.000 15.324 to 120.0 0.0 0.0 0.0 33 21.66 0.0397 0.0 10.000 0.397 Vel = 4.65 0.0 21.66 15.721 K Factor = 5.46 Computer Programs by Hydratec Inc. Route 111 Windham N.I-I. USA 03087 _ _ _ Fire Protection by Computer Design SPRINX FIRE PROTECTION, INC. 5114 PT. FOSDICK DR NW #E PMB-42 GIG HARBOR, WA 98335 253-853-7780 Job Name : DRA PROF BLDG L1- TI CALC RA#2 Building : FP -2.0 Location : 13530 53RD AVE S, TUKWILA WA 98168 System : AREA #2 Contract : 20749 Data File : DRA-AREA 2 1500.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SPRINX FIRE PROTECTION, INC. Page 1 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 HYDRAULIC CALCULATIONS for Project name: DRA PROF. BLDG - RA#2 Location: 13530 53RD AVE S, TUKWILA WA 98168 Drawing no: FP -2.0 Date: 2/21/11 Design Remote area number: AREA #2 Remote area location: LEVEL 1 Occupancy classification: OFFICE LIGHT HAZARD Density: .15 - Gpm/SqFt Area of application: 1500 - SgFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: QR BRASS UPRIGHTS No. of sprinklers calculated: 17 In -rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 580.9 - GPM @ 67.7 - Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 2009 Location: INTERURBAN & 53RD AVE S, TUKWILA Source: MIKE QUSECK -TUKWILA W.D. Name of contractor: SPRINX FIRE PROTECTION, INC. Address: 5114 PT. FOSDICK DR NW #E / PMB-42 / GIG HARBOR, WA 98335 Phone number: 253-853-7780 Name of designer: JOSEPH FAULKNER Authority having jurisdiction: CITY OF TUKWILA Notes: (Include peaking information or gridded systems here.) CALCULATED PER ORDINARY HAZARD GPI- PER CITY OF TUKWILA REQUIREMENTS Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) O N N N N cu 13 0 d 1- — 0 I- W -- J 0 CC CD a0 W"J W m I LL Xa Zd a CO 0 City Water Supply: Demand: 01 - Static Pressure : 120 D1 - Elevation : 9.528 C2 - Residual Pressure: 20 D2 - System Flow : 330.956 C2 - Residual Flow : 6300 D2 - System Pressure : 67.706 Hose (yDemand ) D3 - System Demand : 330.956 Safety Margin : 51.864 1.0 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA1.85) (4 0 • r- 0 CV.r C D. �........�........�... ...�........�........x........1........1.... n �,..s..�...� O O O � T T T O O 0 000000000 T T T 0) CO i- CO to I M N -t- a. CC W (A Co D CC W a. 0 Flow Diagram SPRINX FIRE PROTECTION, INC. Page 3 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 19.5 DP04- EQ01 • 19.5 60.5 103.3 227.3 331 331 36 4- 37 4- 38 4- 39 4- 56 4- 57 4- 40 4- 41 F- 11 4- 12 4- TORE- BOR- TEST 39.7 60.5 165.9 331 331 331 20.2 44 4- 37 20.E 45 4- 38 39.7 19.6 60.5 51 4- 52 4- 53 4-- 54 4- 41 39.9 103.7 20.3 55 4- 52 T 20.r 58 4- 53 39.9 19.7 61.4 46 4- 47 4- 48 4- 40 40.2 20.5 49 4- 47 T 21.? 60 4- 48 40.2 20.3 41.3 59 4- 60 4- 61 4- 62 4- 57 T 20.3 62.6 I 20.3 21 1 63 4- 61 T 41.3 21.11 64 4- 62 21.3 42.8 65 4- 66 4- 67 4- 56 T 21.3 1 21.3 21.0 68 4- 67 21.4 43.1 69 4- 70 4- 71 4- 72 4- 54 T 21.4 43.1 1 21.4 21.T 73 4- 71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary • N 0 N (O r r O CO 0 MA V CO N r r CO N O(O rr00 T- 0 a ro 0MA rr0 10 0 T- 0 "'I" 0v r0)O0 O O d (0(0 0 0 to �-- O f- 0 N- h- O N N CO CO 0 0 O) N 0 �- N (010 0 NCO T - 0 r r r r r MA CO M .'t0T-M 0 0 MA M M r N N In10 0 C)NNCON CO CV 1.- 1--0 NNCO N.-- O U = O^ C Eu. > L. o �U(nw fu 00o r-00 N o � ▪ U D (0 C-p— o to M > c ( a) Q a ac) `A.,LL N a) O I o N .5 4- r>°° oda' 03 cZ CD U U 43 r- (O 0 T- T- r ,— O O 'p 't (II U N LL lL d a) Q U d c c V o U to O (O to N r • O CO 00 N � U O 2 .-, d C a U @ C O _c L 00 m ( , N U o't 2 oc000 N - O 0 o 0 O -1-,„, al o)--,._ C J J 4-, C K- E (6 ate) N N 0) (6* L OM X 0 (0 0 0 X C� 4-, ._ 3 -O cd 0) LE i, 7 CD :6 a)t N (o co N c- N a y= c ON Cl)0MAaa 0 ca_ U) ,D a 3 0 E.°. ca N a coU L- c (_ a) O 0 o d n. o to U i oN o)ortoo a) (q a) -6° c` c 2_ (0 m m c -t -,U' c a)- (n-- al U N (n O o M*= C p 'a arLJ ▪ 0(000 L c LL. 0 a. C L O c .D N H ca a a) N N L. • c) +-�+ N a) iii H 00 -� ((3'c N `r ��(n 2 0 5c3moc > 0 > > .- 0 0 3 4- (v too>o c o U °' a`) E .. ii Q •v (� � .u)awu-.x cp cas U U (n C (0i -C CO a) Ci rn W N 0 o� (0 c > O M CO ._ M M Lii_ m 0 ,N .N Q O rr�rr_ (d C N J Q. 112 a.0. 3a4.aLLII-:2 = C Ind c -.- fa c o hi -=`=a) ac)x oU YLL2Y-Yoo C (7) LL (p ca .� N d v C 0 O Q (1. U 00Wli( 1->XN D O J LL CL Z W O UB) (0 Pressure / Flow Summary - STANDARD SPRINX FIRE PROTECTION, INC. Page 5 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 21.0 5.6 12.13 na 19.5 0.15 130 7.0 EQ01 22.0 11.82 na 36 22.0 5.6 12.13 na 19.5 0.15 130 7.0 37 22.0 13.68 na 38 22.0 14.65 na 39 22.0 17.44 na 56 22.0 17.47 na 57 22.0 17.65 na 40 22.0 17.75 na 41 22.0 18.18 na 11 14.0 37.8 na 12 10.0 42.25 na TOR 10.0 56.57 na BOR 2.5 64.41 na TEST 0.0 67.71 na 44 22.0 5.6 12.95 na 20.15 0.15 130 7.0 45 22.0 5.6 13.88 na 20.86 0.15 130 7.0 51 22.0 5.6 12.25 na 19.6 0.15 130 7.0 52 22.0 13.82 na 53 22.0 14.84 na 54 22.0 18.1 na 55 22.0 5.6 13.09 na 20.26 0.15 130 7.0 58 22.0 K =K @ EQ01 13.3 na 20.69 46 22.0 5.6 12.32 na 19.66 0.15 130 7.0 47 22.0 14.15 na ' 48 22.0 15.14 na 49 22.0 5.6 13.4 na 20.5 0.15 130 7.0 50 22.0 5.6 14.34 na 21.21 0.15 130 7.0 59 22.0 K = K @ EQ01 12.76 na 20.26 60 22.0 14.57 na 61 22.0 14.87 na 62 22.0 15.68 na 63 22.0 5.6 14.07 na 21.0 0.15 130 7.0 64 22.0 K = K @ EQ01 14.14 na 21.33 65 22.0 K = K @ EQ01 14.05 na 21.26 66 22.0 15.58 na 67 22.0 16.01 na 68 22.0 K = K @ EQ01 14.44 na 21.56 69 22.0 K = K @ EQ01 14.21 na 21.38 70 22.0 16.14 na 71 22.0 16.27 na 72 22.0 18.04 na 73 22.0 K = K @ EQ01 14.67 na 21.73 The maximum velocity is 18.5 and it occurs in the pipe between nodes 41 and 11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 6 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** DP01 19.50 1.049 0.0 1.000 12.125 to 120.0 0.0 0.0 -0.433 EQ01 19.5 0.1240 0.0 1.000 0.124 0.0 19.50 K Factor = 5.60 Vel = 7.24 11.816 K Factor = 5.67 36 19.50 1.049 1E 2.0 10.500 12.125 to 120.0 0.0 2.000 0.0 37 19.5 0.1242 0.0 12.500 1.553 K Factor = 5.60 Vel = 7.24 37 20.15 1.38 0.0 8.000 13.678 to 120.0 0.0 0.0 0.0 38 39.65 0.1214 0.0 8.000 0.971 Vel = 8.51 38 20.86 1.61 1T 8.0 10.300 14.649 to 120.0 1E 4.0 12.000 0.0 . 39 60.51 0.1252 0.0 22.300 2.793 Vel = 9.54 39 0.0 2.703 0.0 2.760 17.442 to 120.0 0.0 0.0 0.0 56 60.51 0.0101 0.0 2.760 0.028 Vel = 3.38 56 42.82 2.703 0.0 6.700 17.470 to 120.0 0.0 0.0 0.0 57 103.33 0.0270 0.0 6.700 0.181 Vel = 5.78 57 62.61 2.703 0.0 1.540 17.651 to 120.0 0.0 0.0 0.0 40 165.94 0.0649 0.0 1.540 0.100 Vel = 9.28 40 61.36 2.703 0.0 3.730 17.751 to 120.0 0.0 0.0 0.0 41 227.3 0.1164 0.0 3.730 0.434 Vel = 12.71 41 103.66 2.703 1V 6.683 22.100 18.185 to 120.0 1X 16.786 34.349 6.465 * Fixed Toss = 3 11 330.96 0.2329 1B 10.88 56.449 13.145 Vel = 18.50 1 Fsp 0.0 11 0.0 2.703 1V 6.683 5.000 37.795 to 120.0 0.0 6.683 1.732 12 330.96 0.2329 0.0 11.683 2.721 Vel = 18.50 12 0.0 2.703 3V 20.049 41.460 42.248 • to 120.0 0.0 20.049 0.0 TOR 330.96 0.2329 0.0 61.509 14.325 Vel = 18.50 TOR 0.0 4.31 2X 44.598 8.750 56.573 to 120.0 1Zic 0.0 44.598 6.559 BOR 330.96 0.0240 0.0 53.348 1.281 * Fixed Toss = 3.311 Vel = 7.28 BOR 0.0 4.1 2E 29.067 35.000 64.413 to 140.0 1G 2.907 61.041 1.083 TEST 330.96 0.0230 1T ' 29.067 96.041 2.210 Vel = 8.04 Computer Programs by I-lydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 7 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv . Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** 0.0 330.96 67.706 K Factor = 40.22 44 20.15 1.049 1T 5.0 0.500 to 120.0 0.0 5.000 37 20.15 0.1320 0.0 5.500 0.0 20.15 12.952 0.0 0.726 K Factor = 5.60 Vel = 7.48 13.678 K Factor = 5.45 45 20.86 1.049 1T 5.0 0.500 13.875 to 120.0 0.0 5.000 0.0 38 20.86 0.1407 0.0 5.500 0.774 K Factor = 5.60 Vel = 7.74 0.0 20.86 14.649 K Factor = 5.45 51 19.60 1.049 1E 2.0 10.500 12.251 to 120.0 0.0 2.000 0.0 52 19.6 0.1254 0.0 12.500 1.567 • 52 20.26 1.38 0.0 8.370 13.818 to 120.0 0.0 0.0 0.0 53 39.86 0.1226 0.0 8.370 1.026 53 20.68 1.61 2T 16.0 9.930 14.844 to 120.0 0.0 16.000 0.0 54 60.54 0.1254 0.0 25.930 3.252 K Factor = 5.60 V = 7.28 Vel = 8.55 Vel = 9.54 54 43.12 2.703 0.0 3.270 18.096 to 120.0 0.0 0.0 0.0 41 103.66 0.0272 0.0 3.270 0.089 Vel = 5.80 0.0 103.66 18.185 K Factor = 24.31 55 20.26 1.049 1T 5.0 0.500 13.086 K Factor = 5.60 to 120.0 0.0 5.000 0.0 52 20.26 0.1331 0.0 5.500 0.732 Vel = 7.52 0.0 20.26 13.818 K Factor = 5.45 58 20.69 1.049 2T 10.0 1.170 13.297 to 120.0 0.0 10.000 0.0 . 53 20.69 0.1385 0.0 11.170 1.547 K Factor @ node EQ01 Vel = 7.68 0.0 20.69 14.844 46 19.66 1.049 1E 2.0 12.500 12.320 to 120.0 0.0 2.000 0.0 47 19.66 0.1261 0.0 14.500 1.828 47 20.49 1.38 0.0 8.000 14.148 to 120.0 0.0 0.0 0.0 48 40.15 0.1242 0.0 8.000 0.994 K Factor = 5.37 K Factor = 5.60 V = 7.30 Vel = 8.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 8 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 ' Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** 48 21.21 1.61 1T 8.0 8.300 to 120.0 1E 4.0 12.000 40 61.36 0.1285 0.0 20.300 0.0 61.36 15.142 0.0 2.609 Vel = 9.67 17.751 K Factor = 14.56 49 20.50 1.049 1T 5.0 0.500 13.398 K Factor = 5.60 to 120.0 0.0 5.000 0.0 47 20.5 0.1364 0.0 5.500 0.750 Vel = 7.61 0.0 20.50 14.148 K Factor = 5.45 50 21.21 1.049 1T 5.0 0.500 14.344 to 120.0 0.0 5.000 0.0 48 21.21 0.1451 0.0 5.500 0.798 K Factor = 5.60 Vel = 7.87 0.0 21.21 15.142 K Factor = 5.45 • 59 20.26 1.049 2T 10.0 3.550 12.762 to 120.0 0.0 10.000 0.0 60 20.26 0.1333 0.0 13.550 1.806 K Factor @ node EQ01 Vel = 7.52 60 0.0 1.38 0.0 8.620 14.568 to 120.0 0.0 0.0 0.0 61 20.26 0.0352 0.0 8.620 0.303 Vel = 4.35 61 21.01 1.61 0.0 13.050 14.871 to 120.0 0.0 0.0 0.0 62 41.27 0.0617 0.0 13.050 0.805 Vel = 6.50 62 21.33 1.61 1T 8.0 2.810 15.676 to 120.0 1E 4.0 12.000 0.0 57 62.6 0.1334 0.0 14.810 1.975 Vel = 9.87 0.0 62.60 17.651 K Factor = 14.90 63 21.00 1.049 1T 5.0 0.650 14.066 to 120.0 0.0 5.000 0.0 61 21.0 0.1425 0.0 5.650 0.805 K Factor = 5.60 Vel = 7.80 0.0 21.00 14.871 K Factor = 5.45 64 21.33 1.049 2T 10.0 0.450 14.143 to 120.0 0.0 10.000 0.0 • 62 21.33 0.1467 0.0 10.450 1.533 K Factor @ node EQ01 Vel = 7.92 0.0 21.33 15.676 65 21.26 1.049 2T 10.0 0.500 14.049 to 120.0 0.0 10.000 0.0 66 21.26 0.1457 0.0 10.500 1.530 K Factor = 5.39 K Factor @ node EQ01 Vel = 7.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03837 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 9 DRA PROF BLDG L1- TI CALC RA#2 Date 02/21/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "0" or Ftng's Pe Pv - Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 66 0.0 1.38 0.0 11.310 15.579 to 120.0 0.0 0.0 0.0 67 21.26 0.0384 0.0 11.310 0.434 Vel = 4.56 67 21.56 1.61 1T 8.0 10.060 16.013 to 120.0 1E 4.0 12.000 0.0 56 42.82 0.0660 0.0 22.060 1.457 Vel = 6.75 0.0 42.82 17.470 K Factor = 10.24 68 21.56 1.049 2T 10.0 0.500 14.443 to 120.0 0.0 10.000 0.0 67 21.56 0.1495 0.0 10.500 1.570 K Factor @ node EQ01 Vel = 8.00 0.0 21.56 16.013 K Factor = 5.39 69 21.38 1.049 2T 10.0 3.090 14.209 to 120.0 0.0 10.000 0.0 • 70 21.38 0.1473 0.0 13.090 1.928 K Factor @ node EQ01 Vel = 7.94 70 0.0 1.61 0.0 7.060 16.137 to 120.0 0.0 0.0 0.0 71 21.38 0.0183 0.0 7.060 0.129 Vel = 3.37 71 21.73 1.61 2T 16.0 10.550 16.266 to 120.0 0.0 16.000 0.0 72 43.11 0.0669 0.0 26.550 1.776 Vel = 6.79 72 0.0 2.703 0.0 10.000 18.042 to 120.0 0.0 0.0 0.0 54 43.11 0.0054 0.0 10.000 0.054 0.0 43.11 Vel = 2.41 18.096 K Factor = 10.13 73 21.73 1.049 2T 10.0 0.500 14.673 to 120.0 0.0 10.000 0.0 71 21.73 0.1517 0.0 10.500 1.593 K Factor @ node EQ01 Vel = 8.07 0.0 21.73 16.266 K Factor = 5.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S P R I NX Fire Protection ►1 ARie Gip 5114 Pt. 4.RW8E Spllair Gip HaDa,. WA 9833317#5 Pluto 1338537780 COOON 80o Fox 1538535890 DRA PROFESSIONAL BLDG FIRE SPRINKLERS Date: 09/09/10 Page 1 Scale: 3/3211=1'-0" Ref. Sheet 1 of 2 Additional notes: EARTH QUAKE BRACE CALCULATION DETAIL 2'-6" 0" 2'-6 10' 0" MOFROOF1904 10' —10' 0" 11 h � 1 tx I 10-0 R 1 -4 10-0 (It OFICOF NUPE ......./._____.._.....___._.___ GL ......................_.._.____....._.._..........____.............................. x21 1 9' 0" tt( (I --5'-0"- 1 > r 1 111 o 1 ` a ,1( W W n , t ,o /GL 5x110-0 ' 9-0 a 5x15 / ai 9-0 ` a is9-0 9-0 / ' a 512 -5'-0"- Cf O .o 0 S x.s O o e) XVI! lik / IF FIBRE UM IDSPN E LONGITUDINALBRACE .5 m #1 ,41/ t><„, 1N ,> tx t 10-0 FLOOR 031111 GL 5x12 9-0 4 GL • 5 Ay. 1 �-n t -0 9- a SAS Lit O i , , c 9=0 9-0 i I AREA GI. 5112 d ,:. N. (1c �� IP 1 9-i1' 1� �o. �o. •- - 11( ' S ,p_, t0 � Rifl9t OF110E 1ENWR SPi�CE �,. t / e4� L - L• •. ,, \ R& 9-1W /� _ 12 tan a.i 15ENG - GL 5112 w ) G< 151p+1' �,,,� r 5 - _ _ a GL 5112 _ , _ _..__.•. ® ,N ��9�a 1 4t 1 1' o ix 10-0 0 B-11 10 't x i h \ / cf• .. O O . ' ' - 111.10.— , - CO F111111E E Ii -'' ."� o e, IEN1M SPALL lis IIII - Ij LN #% / 0, •- O . �L. 1 1 fit. , h 2 ),i 115 ' AIM 1.. , , St fell \9. w. ii,3- ' = �• ID t0- OL 5x12 '''t GL 5x154 GL s GL 5112 i Lit aF ropF sax '- --- 4'-3” 10'-0" —5' 9" —10' 0" -s'-0"- -4'-6" 10' 0" e44, h ,=1i1 ,a LEVEL 3 - EARTHQUAKE BRACE DETAIL rilpligtirtzi,) LONGITUDINAL BRACING Is'�,� Irk Dia ToI-Brace Seismic Calculations Sprinx Fire Protection, Inc. Project Address: DRA PROFESSIONAL BUILDING 5114 Pt. Fosdick Dr NW #ETo Gig Harbor, WA 98335 cow 13530 53RD AVE 5 a aHMO' (253) 853-7780 TUKWILA, WA 98168 SPRINFPO11LS Job # 20749 Calculations based on 2002 NFPA Pamphlet #13 with TIA 02-1 Brace Information Tolco Brace Components Maximum Spacing 71' 0" 121.64 ml Maximum Brace Length 7' 0" (2.13 m...)Fig.4L Tolco Component Fig. Number Adjusted Load Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly 1 WV Met *110..tatrod AL lifint flat .4L Detail UR Value 200 Max Horizontal Load 1767 lbs (802 kg) Force Factor (Cp) 0.5 Fastener Information Fastener Orientation NFPA Type D Type Lag -Screw * .. .. Diameter 1/2in. (13 mrp) Length 41/2in. (114 mm) Brace Identification on Plans LONGITUDINAL BRACE #1 Maximum Load 315 lbs143 k ... _.. __._- Orientation of Brace Longitudinal Braced Pipe: 21/2" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2/" Sch.10 Ste& Pipe (63.5 mm) 71ft (21.6 m) 209 lbs (95 kg) Percentage added for Fittings and Sprinklers 15% 31 lbs (14.06 kg) Total Adjusted Load of all pipe within Zone of Influence 240 lbs (109 kg) {Tol-Brace Version 7} ToI-Brace Seismic Calculations DRA PROFESSIONAL BUILDING 13530 53RD AVE S Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 20749 LONGITUDINAL BRACE #1 NFPA Type D 21/2" Sch.10 Steel Pipe 71' 0" (21.64 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 30° 1/2 x 4-1/2 (13 x 114 mm) Lag -Screw 41/21n. (114 mm) Summary of Pipe within Zone of Influence DLCO a trarsd of ilIRE3ii' 2W Sch.10 Steel Pipe (63.5 mm) 171ft (21.6 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 240 lbs (109 kg) Material Capacity 1767 lbs (802 kg) Fastener Capacity 315 lbs (143 kg) Fig.4L Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) Structural Member COLUMN 3 GLB 5"x15" 15% Calculations prepared by JOSEPH FAULKNER *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com S P R I NX Fire Protection APoo raHarbor.WA51 It Pt Y4.NW3F Sprinkler w no 253.&53-7700 Corporation Fox 2:0453 5890 DRA PROFESSIONAL BLDG FIRE SPRINKLERS Date: 09/09/10 Page 2 „_ , „ Scale: 3/32"=1 —0 Ref. Sheet 2 of 2 Additional notes: EARTH QUAKE BRACE CALCULATION DETAIL 2'-6" "uc7xaarMX 2'-6" 10' 0" 111 7 1400F MX 10' 0` 10' 0- 11 i. 1f 10-0 iZg114 8-+10-0 Ill 9FRVMt - _ ______..._... _.________ -.- o GL f 121 _ !ate Cr- i5 q �') _.__ . 1 /GL 1x p r Ix 4 �ry ,x 16 1 Ix 1 1 l -4 5x120-0 / 9 0 CL 5x15-2 9-0 Q 159 �.. 9 �' 9-0 Q 5x12 Llb —5'-0"— c `r £/ o i� `0 1 41 41 i El / IMRE OM MAW SPACE b 4 -At e i , 0 • 491 1:_o ROM OXIROL 07 EX) a 5x12 9-x0 b�% 9W +tip+ 141 41 GL 5x15 91 s a 5x15 LK OF 910 9'0 /41----- ME AREA GL 5x12 1 °F —6'-0- 10' o" 1 o"IA C 1�a+GnAatr. F' 1 1x 9-11x / tx 8-7 'f 7x :•,; i / y _ a;. 1 .� 10-0 - 11", - FUR&f OFFICE 1E4411 SPAiE 'N 1 \ 2(/ /'4 0-IIX 12 ..41‘., D' w ND/ 5x1 t 15�+ y .. _� a 5x12 v -:1 lx tx' / 4/ (� 1x / 1 /t51 10 0 10-0 i If 0 / 8-in 10-0 1�1 'x r 1`• . 1. ..+.......,.. DN �1 _ '; / %. _ — V .2515 1 / 5-1 1 1) h. 5- -;' 0 1 2 ; up ( IX ix 1x 1 i•, -' 5- .4. / ��p 'r / 10-0 'OX 10-0 ,> .& f - t -91F 3 x k. 1 . 1x 4, ,o r x .b. a 154 a Q LIE Cc KW MOE ' — 4' 3" 10'-0" --5'-9`— —10' 0 LATERIAL 0" BRACE #2 -4'-6'- 10' 0" 10' 0" -4'-6-- LEVEL 3 - EARTHQUAKE BRACE DETAIL LATERIAL BRACING ToI-Brace Seismic Calculations Project Address: DRA PROFESSIONAL BUILDING..w� Total Calculated Load Sprinx Fire Protection, Inc. 5114 Pt. FosdickDrNW#E 'irs c 0.� Gig Harbor, WA 98335 (253) 853-7780 iE SPRINFPO11LS on 2002 NFPA Pamphlet #13 with TIA 02-1 13530 53RD AVE S 44 lbs (20 kg) TUKWILALWA 98168 10ft (3 m) Job # 20749 Calculations based Brace Information 44ft (13.4 m) Tolco Brace Components Maximum Spacing 15' 0" (457 m) 45ft (13.7 m) Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 1007 lbs (457 kg) Fig.909 No-Thread Swivel 1007 lbs (457 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. 7' 0"12.13 Maximum Brace Length ' m) * __._.__.____ ....._ Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Percentage added for Fittings and Sprinklers Least Rad. of Gyration 0.42" (11 mm) 40 lbs (18.14 kg) Assembly Detail TOLCO FIG. 909 NO-THREAD SWIVELSWAY BRACE ATTACHMENT TOLCO FIG. 1000 FAST CLAMP ' ,r 306 lbs (139 kg) UR Value 200 Max Horizontal Load 1767 lbs (802 k9) Force Factor (Cp) 0.5 Fastener Information Fastener Orientation NFPA Type D Type Dual Through-Bolts - Fig.906 yp g STEEL PIPE LATERAL BRACE Diameter 1/2in. (13 mm) Length Maximum Load 424.Ibs X92 kg)_ Brace Identification on Plans LATERIAL BRACE #2 Orientation of Brace Lateral -- Braced Pipe: 2%" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2W Sch.10 Steel Pipe (63.5 mm) 15ft (4.6 m) 44 lbs (20 kg) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 26 lbs (12 kg) 1,4" Sch.40 Steel Pipe (38.1 mm) 44ft (13.4 m) 79 lbs (36 kg) 1%" Sch.40 Steel Pipe (31.75 mm) 45ft (13.7 m) 66 lbs (30 kg) 1" Sch.40 Steel Pipe (25.4 mm) 50ft (15.2 m) 51 lbs (23 kg) Percentage added for Fittings and Sprinklers 15% 40 lbs (18.14 kg) Total Adjusted Load of all pipe within Zone of Influence 306 lbs (139 kg) {ToI-Brace Version 7} ToI-Brace Seismic Calculations DRA PROFESSIONAL BUILDING 13530 53RD AVE S Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material -Maximum-Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 20749 LATERIAL BRACE #2 NFPA Type D 21/2" Sch.10 Steel Pipe 15'0" (4.57 m) Lateral 1" Sch.40 ?-0" (2.13-m) TOLCCI or brand of NIB c7 200 30° 1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 906 Summary of Pipe within Zone of Influence 2'h" Sch.10 Steel Pipe (63.5 mm) 15ft (4.6 m) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 1'%" Sch.40 Steel Pipe (38.1 mm) 44ft (13.4 m) 1W Sch.40 Steel Pipe (31.75 mm) 45ft (13.7 m) 1" Sch.40 Steel Pipe (25.4 mm) 50ft (15.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 306 lbs (139 kg) Material Capacity 1767 lbs (802 kg) Fastener Capacity 424 lbs (192 kg) Fig.1000 Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) Structural Member SUPPORT TJI WITH 2X BACKING & THROUGH BOLT ASSEMBLY Calculations prepared by JOSEPH FAULKNER *'The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com 0 0 PARALLEL 0 0 LL � 1 0 L E E E d' O • 101 1 Section A—A w U) ANGLE TO VERTICAL (a) .09 0 (0 n 0 0 m 45' 0 730 N co 0 0 M Nin BLOCKING CONDITION 2x_ on one side 2x_ on both sides -C o 7 C 0N 0 O C N w N D U O CO � E xo N U 0 J 2x_ for larger seismic loads (Required on 6" or in the block is approximately parallel 0) of the wood connection the table ore based on the 0 E U O c _ .n O N 0 N')) 3 - '0 • Q L▪ eto ° ZO a) ' L a) a) NC C v O 0) 47. N O 0 O N 7 - "0� a) U O M O LN) o + e D U 0 U O O U .C+'�'. O C N U U N • U'0 a O U 00 0) O -" O L U r os Er F—f- _F- * 4 * N U O W 0 V II 0 n z 0 w n l L_ (f) F— I'N 00- _1 ICIDw —J NQ nQ LJ_ w 0 rY 0 If 0 n w 0 0 LL 0 U) J z 0 Ni 0 W 0 J J ANGLE TO VERTICAL ( a ) O up 0 (3) '1) d" O N O to 0 side of TJI 0 0 0 0 N x (.0 x M screw (6 each side) v 0 0 0 a 0 0 c t 0 0 O H O — c a 0) a v 3 0- E a) 5 o) 0 CD o � = 0 O 0 T O X y � _ 0 N2 O, Zo V' N controlling connection a) r c 0 table are based a) r _ factor adjustment. c 0 0 3 v M 0 -om 4) 41) * 5. X" diameter bolt 2I- w 3'-3 11' 18'-0 8 1 3'—11 3'-4" 1 4 o • z tO 0,\1 3=5 0-4 cri 1h \ \ 4-6 c.»_ll 7/8" DI 0 16. 0.C. w-• u,L, .4-- 0-4 10'—o•' 5' 8"\-- 1 0 , \zi /, -4 ' i S'1'6 0- Main C2.3j 214 23i 1-6 c' n -R '71'0 18' 0" 10' 8" I p 0 r- A 1 Main C2.2 \ 211 t T —0 14CA i * 1-1 40 ; :\ -- 3' 6 "Z§ 4;o f:,* • is' i '4.1 c) ET iairt C2 2i •=71.18114. 6-1W n C2 1 0-3 1 0 12-0 "1/ Main C3.3 4"... C.73 1), 1 `(--. 0-4 (4.6., , 1 0 r FIRE PROTECTION, INC. P6 BOX 12642 MILL CREEK, WA 91052 1425) 290-9600 06 1-000.611-1125 FAX 14251353-4546 January 25, 2011 City of Tukwila -PLAN REVIEW RE; FIRE ALARM SYSTEM Please find enclosed plans for FIRE ALARM SYSTEM. The system has been designed per NFPA 72, 1999 edition requirements as well as WAC,IBC,IFC 2009,NEC current" and your additional requirements. The building is fully -sprinkled. The system shall monitor by zone activation as well as separate trouble signals. Monitoring shall be provided via UL listed Central Station, The Alarm Center LACEY, WA., over 2 analog lines via a built in DACT. Audibility shall be in compliance with NFPA standards with a outdoor horn/strobe located on the outside of the building in the top 25% with a 95 candela strobe facing the first in -coming FIRE DEPARTMENT vehicles for easy building location. Interior DB shall be 75 DB minimum throughout. A full service and monitoring agreement is in force for the proper service and maintenance per NFPA requirements. All systems shall be UL certificated and placard. A full pre-test and NFPA form shall be conducted and completed prior to calling the AHJ for acceptance testing. INSTALLATION COMPANY Fire Protection, Inc. 1730 Gibson Rd. Everett, WA 98204 WSCL# FIREPI*021ML UL CERT #608242-002 JOB SITE ADDRESS DRA Professional Center 13530 53rd Ave South Tukwila, WA. APPROVED UL MONITORING COMPANY Alarm Center, Inc./FPI 4300 3rd Ave. SE Lacey, WA 800-429-0991 UL CERT #902799-02 CONTRACTUAL RESPONSIBLE PARTIES Installation; Monitoring; Service; Testing; Runner Serv; Fire Protection, Inc. UL Cert; Fire Protection, Inc. ADIENT TEMPERATURES No area with alarm service equipment shall fall below 40 degrees, common areas shall be at 68 degrees per builder AMBIENT NOISE RANGE All areas serviced by the Fire Alarm Control and notification system will be as listed for per UBC listings, per builder. SEQUENCE OF OPERATIONS All Alarm and Trouble conditions shall enunciate at FACP as well as remote notify UL listed Central Station. Zones of alarm shall cause for all notification circuits to activate, send alarm zone to CS, re -dispatch to Fire and dispatch FPI runner service. Trouble and supervisory signals shall transmit to CS which will dispatch FPI runner service to site, (no notification circuits shall activate.) On site emergency contact personnel shall be notified. Wet Waterflow ALARMS shall be retarded by a period of not more than 45 seconds. Low air shall activate at 251bs, causing for a supervisory signal. A short on FACP smoke, Waterflow Switches, (wet and dry) and pull station shall cause alarm. Shorts on PIV, tamper and Hi -low air zones shall cause a Supervisory condition. Opens on any zones shall cause for a trouble signal. Should you have any further questions, please feel free to contact me directly. Robert Vaughn Project Manager **NICET-3 #115522 **SFD #SCPV-04243 CITY OF REDMOND DESIGNER OF RECORD #10-B-113 Mb r } INDEX • HYDRAULIC CALCULATIONS • 1 REMOTE AREA • EARTHQUAKE CALCULATIONS • HEADS 1. VIKING VK300 QR BRASS UPRIGHT 200 DEG. K=5.6 Q.R. 2. VIKING VK302 QR WHITE PENDENT 155 DEG. K=5.6 Q.R. 3. VIKING VK305 QR BRASS HORIZONTAL SIDEWALL K=5.6 155 DEG. Q.R. 4. VIKING VK176 QR CHROME DRY TYPE PENDENT K=5.6 155 DEG. Q.R. 5. VIKING VK178 QR CHROME DRY TYPE HORIZONTAL SIDEWALL K=5.6 Q.R. 6. VIKING SPRINKLER HEAD CABINET • DEVICES 7. WILKINS 350DA BACKFLOW ASSEMBLY 8. VICTAULIC WALL MOUNT POST INDICATOR VALVE 9. TYCO MOD 513 RISER MANIFOLD FLOOR CONTROL 10. TYCO BUTTERFLY BALL VALVE WITH TAMPER SWITCH 11. TYCO GROOVED SWING CHECK VALVE 12. POTTER WATER FLOW ALARM SWITCH 13. POTTER ELECTRIC 24 VOLT ALARM BELL • PIPE, FITTINGS & HANGERS 14. ALLIED DYNA-FLOW PIPING 15. ALLIED SHC. 40 PIPING 16. GROOVED FITTINGS (VICTAULIC FITTINGS AND COUPLINGS) 17. THREADED FITTINGS (STAR D.I. FITTINGS) 18. HANGERS (TOLCO FIG. 2, FIG.99, UNI -STRUT CHANNEL, FIG. 68, FIG. 69) 19. EARTH QUAKE BRACEING (TOLCO FIG. 909, FIG. 907, FIG. 1000) SUPPLIER INFORMATION Viking Supply Net (253) 872-8444 Ferguson Fire & Fab. Renton, WA. (866) 507-5758 _ _ _ Fire Protection by Computer Design r r eletedise SPRINX FIRE PROTECTION, INC. 5114 PT. FOSDICK DR NW #E PMB-42 GIG HARBOR, WA 98335 253-853-7780 Job Name : DRA-SPRINKLER Building : SHELL SYSTEM Location : 13530 53RD AVENUE SOUTH TUKWILLA, WA 98168 System : REMOTE AREA 1 Contract : 20749 Data File : DRA-SPRINKLER AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SPRINX FIRE PROTECTION, INC. Page 1 DRA-SPRINKLER Date 09/09/10 Hydraulic Design Information Sheet Name - DRA PROFESSIONAL CENTER Location - 13530 53RD AVENUE SOUTH TUKWILLA, WA 98168 Building - SHELL SYSTEM Contractor-.SPRINX FIRE PROTECTION INC Calculated By - CHRIS HOFFMAN Construction: (X) Combustible ( ) Non -Combustible Occupancy - ORDINARY HAZARD -GROUP I S Y S T E M D E S I G N Date - 09/02/2010 System No. - REMOTE AREA 1 Contract No. - 20749 Drawing No. - FP -3.0 Ceiling Height - 11'-0" (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Made By ( ) Figure Curve ( ) Ex.Haz. Date Area of Sprinkler Operation Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 1485 SQ F System Type - 0.15 (X) Wet - 130 SQ F ( ) Dry - 47'-0" ( ) Deluge - N/A ( ) Preaction - N/A ( ) Other - 250 Note CITY OF TUKWILA REQUIRES ORDINARY HAZARD Sprinkler/Nozzle Make VIKING Model VK300 Size 1/2" K -Factor 5.6 Temp.Rat.200 F Calculation Flow Required - 295.9 Press Required - 81.84 AT BOR Summary C -Factor Used: 120 Overhead 140 Underground W Water Flow Test: A Date of Test T Time of Test E Static Press R Residual Press Flow S Elevation U UNKNOWN UNKNOWN 120 20 6300 25' Pump Data: Rated Cap.- @ Press - Elev. Tank or Reservoir: Cap. - Elev.- Well Proof Flow P Location - INTERURBAN AVENUE S. & 53RD AVENUE S. P L Source of Information - TUKWILLA FIRE DEPARTMENT Y C 0 M M S R T A O C R K A G E Commodity Storage Ht. Storage Method: Solid Piled Class Area Location Aisle W. Palletized o Rack ( ) Single Row ( ) Conven. Pallet ( ) Double Row ( ) Slave Pallet ( ) Mult. Row ( ) Auto. Storage ( ) Encap. ( ) Solid Shelf ( ) Non ( ) Open Shelf Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) City Water Supply: Demand: C1 - Static Pressure : 120 D1 - Elevation : 20.208 C2 - Residual Pressure: 20 D2 - System Flow : 295.913 C2 - Residual Flow : 6500 D2 - System Pressure : 84.068 Hose (Adj City) : Hose ( Demand) : 250 D3 - System Demand : 545.913 Safety Margin : 34.909 • 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA1.85) N 0 oi Ur - N 3 `- - 4 ............. k2 C"O c- 114 a...,........,... Q M N � OO 0 0 0 0 0 0 0 O .— a— a— c— 0) CO N- CO U) cr CO N d W W U) U) J E' W 0 c— Flow Diagram SPRINX FIRE PROTECTION, INC. Page 3 DRA-SPRINKLER Date 09/09/10 19.5 60.4 105 1 4- 2 4- 3 4- 4 4- 5 4- 6 39.6 82.1 T 20.1 17 4- 2 20.f 18 f-- 3 T 21.¢ 19 <- 4 T 23 I 20 4- 5 39.6 60.4 82.1 20.1 62.2 109 21 4- 22 4- 23 4- 24 4-- 25 4- 7 40.7 84.4 20.6 26 4- 22 T 21.f 27 4- 23 T ( 22.} 28 4- 24 r 23.¢ 29 4- 25 40.7 62.2 84.4 20.1 30 4-31 4-32 40.9 20.6 82.8 33 4- 34 4-- 32 4- 35 4- 6 42 82.8 20.8 36 4- 31 21.3 37 4- 34 0 295.9 295.9 295.9 295.9 4- 7 4- 8 4- 9 4- 10 4- 11 <-- 12 4- TOR- BOR --TEST 187.9 295.9 295.9 295.9 295.9 187.9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary 'Cr co _ CNI 0 _ CO Lo r G%§ 0-0 :0 - g2\ @=Q \=S R:2 2#R /rG 2a\ /C 02 _-% (0 0 «,-\{ \ CU «0=/ \ �o v CDƒ a\ r§ } ao0) �onE j e J \>o u) L 0 0)0 QQ2) ƒƒƒ} zzz: ±oe{ Units Summary c P r co e � 2@e 222=c Eƒas- § Q m >, $ 'a==fes (ca_o ' ° c = 2E�§o� >' c �/ ƒ \��k�1.- 0 $� 2 a. >\w0to' o �# �m»22= m e » 22 /okra)= // 22-»=/ 2% /« ®)mac E¥E# k� /2a5�� n� A== & oa /kfa§0 o=/ \�/\ 9 - _LL L 22�aEE m co as co ,55 \2/°C= //®k\§ (1)a) q - f%a�2� /k.Do�_ ao=gym o 0w2G) oe.o F,mc®�= ©_ D>— $ $ Eaq§—/ cm 3 a2 2 o> 43 2 � � a) � E / k_ = LE ° 7 E e �\q¥±&�70 =/e ( o = 5fE± kw% 222 Pressure / Flow Summary - STANDARD SPRINX FIRE PROTECTION, INC. Page 5 DRA-SPRINKLER Date 09/09/10 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 46.66 5.6 12.13 na 19.5 0.15 130 7.0 2 46.66 13.55 na 3 46.66 14.64 na 4 46.66 15.77 na 5 46.66 17.75 na 6 44.83 20.83 na 7 44.83 21.97 na 8 44.83 30.35 na 9 38.08 34.56 na 10 26.08 47.32 na 11 14.08 54.79 na 12 9.75 64.23 na TOR 9.75 74.53 na BOR 1.0 81.84 na TEST 0.0 84.07 na 250.0 17 46.66 5.6 12.83 na 20.06 0.15 130 7.0 18 46.66 5.6 13.87 na 20.85 0.15 130 7.0 19 46.66 5.6 14.94 na 21.64 0.15 130 7.0 20 46.66 5.6 16.82 na 22.97 0.15 130 7.0 21 46.66 5.6 12.84 na 20.07 0.15 130 7.0 22 46.66 14.35 na 23 46.66 15.49 na 24 46.66 16.68 na 25 46.66 18.77 na 26 46.66 5.6 13.59 na 20.64 0.15 130 7.0 27 46.66 5.6 14.68 na 21.46 0.15 130 7.0 28 46.66 5.6 15.81 na 22.26 0.15 130 7.0 • 29 46.66 5.6 17.79 na 23.62 0.15 130 7.0 30 46.66 5.6 12.87 na 20.09 0.15 130 7.0 31 46.66 14.51 na 33 46.66 5.6 13.59 na 20.65 0.15 130 7.0 • 34 46.66 15.32 na 32 46.66 16.35 na 35 44.83 20.67 na 36 46.66 5.6 13.75 na 20.76 0.15 130 7.0 37 46.66 5.6 14.51 na 21.33 0.15 130 7.0 The maximum velocity is 17.77 and it occurs in the pipe between nodes 32 and 35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA C3087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 6 DRA-SPRINKLER Date 09/09/10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt , Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 1 19.50 1.049 1E 2.0 9.500 12.125 to 120.0 0.0 2.000 0.0 2 19.5 0.1242 0.0 11.500 1.428 K Factor = 5.60 Vel = 7.24 2, to 3 20.06 39.56 1.38 120.0 0.1209 0.0 0.0 0.0 9.000 0.0 9.000 13.553 0.0 1.088 Vel = 8.49 3 to 4 20.86 60.42 1.61 120.0 0.1249 0.0 0.0 0.0 9.000 0.0 9.000 14.641 0.0 1.124 VeI = 9.52 4 21.64 1.61 0.0 9.000 15.765 to 120.0 0.0 0.0 0.0' 5 82.06 0.2201 0.0 9.000 1.981 Vel = 12.93 5 22.97 2.067 2T 20.0 2.250 17.746 to 120.0 0.0 20.000 0.793 6 105.03 0.1029 0.0 22.250 2.289 Vel = 10.04 6 82.83 2.703 0.0 14.000 20.828 to 120.0 0.0 0.0 0.0 7 187.86 0.0816 0.0 14.000 1.143 Vel = 10.50 7 108.05 2.703 to 120.0 8 295.91 0.1893 1E 9.325 16.300 1T 18.651 27.976 0.0 44.276 21.971 0.0 8.383 Vel = 16.54 8 0.0 2.703 0.0 6.750 30.354 to 120.0 0.0 0.0 2.923 9 295.91 0.1895 0.0 6.750 1.279 Vel = 16.54 9 0.0 2.703 1T 18.651 12.000 34.556 to 120.0 1E 9.325 27.976 5.197 10 295.91 0.1893 0.0 39.976 7.568 Vel = 16.54 10 0.0 2.703 0.0 12.000 47.321 to 120.0 0.0 0.0 5.197 11 295.91 0.1893 0.0 12.000 2.272 Vel = 16.54 11 0.0 2.703 1T 18.651 12.000 54.790 to 120.0 1E 9.325 _ 27.976 1.875 12 295.91 0.1893 0.0 39.976 7.569 Vel = 16.54 12 0.0 2.703 2E 18.651 35.750 64.234 to 120.0 0.0 18.651 0.0 TOR 295.91 0.1893 0.0 54.401 10.300 Vel = 16.54 TOR 0.0 4.31 1Zic 0.0 8.750 74.534 to 120.0 0.0 0.0 7.133 BOR 295.91 0.0194 0.0 8.750 0.170 * Fixed loss = 3.343 Vel = 6.51 BOR 0.0 4.1 2E 29.067 35.000 81.837 to 140.0 1G 2.907 61.041 0.433 TEST 295.91 0.0187 1T 29.067 96.041 1.798 Vel = 7.19 250.00 Qa = 250.00 545.91 84.068 K Factor = 59.54 17 to 2 20.06 20.06 1.049 120.0 0.1307 1T 5.0 0.0 0.0 0.500 5.000 5.500 12.834 0.0 0.719 K Factor = 5.60 Vel = 7.45 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 7 DRA-SPRINKLER Date 09/09/10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 20.06 13.553 K Factor = 5.45 18 20.85 1.049 1T 5.0 0.500 13.868 K Factor = 5.60 to 120.0 0.0 5.000 0.0 3 20.85 0.1405 0.0 5.500 0.773 Vel = 7.74 0.0 20.85 14.641 K Factor = 5.45 19 to 4 21.64 21.64 '1.049 120.0 0.1505 1T 5.0 0.0 0.0 0.500 5.000 5.500 14.937 0.0 0.828 K Factor = 5.60 Vel = 8.03 0.0 21.64 15.765 K Factor = 5.45 20 to 5 22.97 22.97 1.049 120.0 0.1680 1T 5.0 0.0 0.0 0.500 5.000 5.500 16.822 0.0 0.924 K Factor = 5.60 Vel = 8.53 0.0 22.97 17.746 K Factor = 5.45 21 to 22 20.07 20.07 1.049 120.0 0.1309 1E 2.0 0.0 0.0 9.500 2.000 11.500 12.841 0.0 1.505 K Factor = 5.60 Vel = 7.45 22 to 23 20.64 40.71 1.38 120.0 0.1276 0.0 0.0 0.0 9.000 0.0 9.000 14.346 0.0 1.148 Vel = 8.73 23 to 24 21.45 62.16 1.61 120.0 0.1317 0.0 0.0 0.0 9.000 0.0 9.000 15.494 0.0 1.185 Vel = 9.80 24 to 25 22.27 84.43 1.61 120.0 0.2319 0.0 0.0 0.0 9.000 0.0 9.000 16.679 0.0 2.087 Vel = 13.31 25 to 7 23.62 108.05 2.067 120.0 0.1084 2T 20.0 0.0 0.0 2.250 20.000 22.250 18.766 0.793 2.412 Vel = 10.33 0.0 108.05 21.971 K Factor = 23.05 26 to 22 20.64 20.64 1.049 120.0 0.1378 1T 5.0 0.0 0.0 0.500 5.000 5.500 13.588 0.0 0.758 K Factor = 5.60 Vel = 7.66 0.0 20.64 14.346 K Factor = 5.45 27 to 23 21.46 21.46 1.049 120.0 0.1482 1T 5.0 0.0 0.0 0.500 5.000 5.500 14.679 0.0 0.815 K Factor = 5.60 Vel = 7.97 0.0 21.46 15.494 K Factor = 5.45 28 to 24 22.26 22.26 1.049 120.0 0.1587 1T 5.0 0.0 0.0 0.500 5.000 5.500 15.806 6.0 0.873 K Factor = 5.60 Vel = 8.26 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams SPRINX FIRE PROTECTION, INC. Page 8 DRA-SPRINKLER Date 09/09/10 Hyd. Ref. Point Qa Dia. Fitting Pipe Pt Pt or Ftng's Pe Pv Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 22.26 16.679 K Factor = 5.45 29 23.62 1.049 1T 5.0 0.500 17.792 to 120.0 0.0 5.000 0.0 25 23.62 0.1771 0.0 5.500 0.974 K Factor = 5.60 Vel = 8.77 0.0 23.62 18.766 K Factor = 5.45 30 to 31 20.09 20.09 1.049 120.0 0.1313 1E 2.0 0.0 0.0 10.500 2.000 12.500 12.873 0.0 1.641 K Factor = 5.60 Vel = 7.46 31 to 32 20.77 40.86 1.38 120.0 0.1283 1T 6.0 0.0 0.0 8.340 6.000 14.340 14.514 0.0 1.840 Vel = 8.76 0.0 40.86 16.354 K Factor = 10.10 33 to 34 20.65 20.65 1.049 120.0 0.1380 1E 2.0 0.0 0.0 10.500 2.000 12.500 13.595 0.0 1.725 K Factor = 5.60 Vel = 7.67 34 to 32 21.33 41.98 1.38 120.0 0.1350 1T 6.0 0.0 0.0 1.660 6.000 7.660 15.320 0.0 1.034 Vel = 9.00 32 to 35 40.86 82.84 1.38 120.0 0.4743 1T 6.0 0.0 0.0 1.420 6.000 7.420 16.354 0.793 3.519 Vel = 17.77 35 to 6 0.0 82.84 2.703 120.0 0.0180 0.0 0.0 0.0 8.990 0.0 8.990 20.666 0.0 0.162 Vel = 4.63 0.0 82.84 20.828 K Factor = 18.15 36 to 31 20.76 20.76 1.049 120.0 0.1395 1T 5.0 0.0 0.0 0.500 5.000 5.500 13.747 0.0 0.767 K Factor = 5.60 Vel = 7.71 0.0 20.76 14.514 K Factor = 5.45 37 to 34 21.33 21.33 1.049 120.0 0.1465 1T 5.0 0.0 0.0 0.500 5.000 5.500 14.514 0.0 0.806 K Factor = 5.60 Vel = 7.92 0.0 21.33 15.320 K Factor = 5.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S R Protection NX AR", igHat5114 Pt. I Cr. .E 5 PhoneSpritider Corpondion Fox 28855890 DRA PROFESSIONAL BLDG FIRE SPRINKLERS Date: 09/09/10 Page 1 Seale: 0 3�"=1'-0" / Ref. Sheet 1 of 2 Additional notes: EARTH QUAKE BRACE CALCULATION DETAIL 2'-6" 2'-6" 10' 0" IJE IF RV XIX 10' 0" 10' Cr ff t :) t ' h+ 10-0 10-0 IME CI Yxr WE GL x21 19E 0'9 MX O •— 8 / 0 `: / f t-0 / -4/ —0 GL 5x12 10-0 9,-0 —lam a 5x15 9-09-0/ a 5x15 p 9.5-0x1215 fl —5.-0" V o S U p 45 1V" TWT SPICE LONGITUDINALBRACE Q 0 , r2 #1 1IY 114 �ti f ,lfIli 41E ,Y�syo 10-0 "/ 9-0 110d! COM. irot tsa GL 5x12 ��(�by 40 ti a •a5 7 , r i a-0 4 �+' -��aye� 9-0 a 5x15 LK .1 9-0 9-0 / I i ® Kt a 5x12 , �.�r9. Aji11L! 19-1 1 IX 1,' i t -fir' ate/ / i : .�4,- i IY b 1 f 0",` t..,.11* J • s-..+ too to -o f FUME OMCE TWO SPICEI 4.40• ✓ i I 4 L + ✓ / H ,I:\ � . ins E - �/ 9-1 12L q2 5x12 1 i Q. 5 aP"' 0`a o ' a5x12 o*'1111111 7 _ fl 111 ,. I it,: O ;101- Y / V`.•.....� '-11. # - 1� '11•- �i O 10-0 • ®I 1 e FORMEai:Z I ` o o il:. TWIT PACE Mali s 1Y 1 1Y / - t �� 5-1,t §§ ��. - 4- •• far QST 2 UP C' I i ,Y i 5- / 10-01 # = ! t '10-0 11( 10-45x12' 3-0 a 5xt5454',' 1 a 5 i a 5x12 `I 0 ______,. ‘ ii o our ear 180E — 4'-3 —10' 0" -9' 10' 0" 0' -6" 10' Cr 10' 0"----4' 6" LEVEL 3 - EARTHQUAKE BRACE DETAIL LONGITUDINAL BRACING Tol-Brace Seismic Calculations Sprinx Fire Protection, Inc. Project Address: DRA PROFESSIONAL BUILDING 5114 Pt. Fosdick Dr NW #E ToLoco Gig Harbor, WA 98335 13530 53RD AVE S a of PIEBCCt (253) 853-7780 TUKWILA, WA 98168 SPRINFPO11LS Job # 20749 Calculations based on 2002 NFPA Pamphlet #13 with TIA 02-1 Brace Information Tolco Brace Components Maximum Spacing 71' 0" (21.64 m) To!co Component Fig. Number Adjusted Load Fig.4L Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) *Calculation Based on CONCENTRIC Loading Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly 1x Detail ` UR Value 200 Max Horizontal Load 1767 lbs (802 kg) Force Factor (Cp) 0.5 Fastener Information Fastener Orientation NFPA Type D Type Lag -Screw Diameter 1/2in. (13 mm) Length 41/21n. (114 mm) Brace Identification on Plans LONGITUDINAL BRACE #1 Maximum Load 315 lbs (143 kg) Orientation of Brace Longitudinal Braced Pipe: 21/2" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 21/2" Sch.10 Steel Pipe (63.5 mm) 71ft (21.6 m) 209 lbs (95 kg) Percentage added for Fittings and Sprinklers 15% 31 lbs (14.06 kg) Total Adjusted Load of all pipe within Zone of Influence 240 lbs (109 kg) {Tol-Brace Version 7} 4 T©I-Brace Seismic Calculations DRA PROFESSIONAL BUILDING 13530 53RD AVE S Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 20749 LONGITUDINAL BRACE #1 NFPA Type D 21/2" Sch.10 Steel Pipe 71'0" (21.64 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 30° 1/2 x 4-1/2 (13 x 114 mm) Lag -Screw 41/2in. (114 mm) Summary of Pipe within Zone of Influence TECO a band of I WW 2W Sch.10 Steel Pipe (63.5 mm) 171ft (21.6 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 240 lbs (109 kg) Material Capacity 1767 lbs (802 kg) Fastener Capacity 315 lbs (143 kg) Fig.4L Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) Structural Member COLUMN 3 GLB 5"x15" 15% Calculations prepared by JOSEPH FAULKNER *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com SPR 1 NX Fire Protection ^� S„""''&�.�"'5 �° Phone Camelia, Fax 2Mi 90 DRA PROFESSIONAL BLDQ FIRE SPRINKLERS Date: 09/09/10 Page 2 "_ ' ” Scale: 3/32 —1 —0 Ref. Sheet 2 of 2 Additional notes: EARTH QUAKE BRACE CALCUL/MON DLFAIL 2'-6" 10' 2'-6" ( i 1 � /A 'xl 0" WE CI 947 NM 10' 0" 10' 0" q 1 II of iS 4) 41 \ `F\ Spn..�� Derr 0.1 b` 10-0 8-4 101 IBE if Mg 497E '• O a 6 x21 ' IJE a w SE r g" , h i 4 t IX 2 114 / i. "2f ,x Df ix , 1 m *4 10-0 G1 5x12 ` 9-0 — 8-2 a 5x15 / 7Sp 9-0 '� 9-0 'i _-___6 a 5x15. / 9-0 '! 9-0 a 5x12 O 0 1111 .g 1 ^ 51!IIff OFFICE 191Jelf SPACE 0ti+ O , d fl 10-0 - b / FlOOR 021191 M{ VII a 5x12 E 91-081/ 69 '+' 4 ( 4 a 5015 At �- ,J 91-0 a 5x15 LK D' 9-x0 9-0 / 91 ERUN AREA a 5x12 • OF --6•-o-- 10' 0 0" YEC /ELEC/W MG 0T 4? 9-1154 /8-7 S 7x i /5 . 4 7 .,,,,,e._1.-.7--- L ti ,..o / 5-..-..: 10-0 10-0 i 0 *0', 1 f 1 ( / \/ 9-114—lett 1 r, f ' .� FEND / 1� a -o ! a5x12 1 (.. IM 1x ,0 �. S . ' •-? 1 01x ,� 1 `L` /10-0 1' f Ct? x i o / 1• cS \fr) % ( O \It' (• gyp{ 416 ,, �/o f -OI rat 0 i,q �3 V 4 Tow SPACE n 'I.R/ I \ ( 1 == / / ,x 22. _ a- � 2! UP 1x C' ix i 1. 'lo-o ' 10-0 ' Q ...-`7 .. -F ��. 1ix qy 4 10-61 5x12 '''',,1,3-0 a > > a �_ r , " �1:Sr ...5 ; 2`0 LOUT RV' feRY — 4'-3" 10' 0" 5'-9- 10' 0 LATERIAL 0' BRACE #2 -6" 10' 0" 10' 0"—r-4' 6" LEVEL 3 - EARTHQUAKE BRACE DETAIL LATERIAL BRACING ToI-Brace Seismic Calculations Project Address: DRA PROFESSIONAL BUILDING Sprinx Fire Protection, Inc. 5114 Pt. Fosdick Dr NW #E Gig Harbor, WA 98335 (253) 853-7780 SPRINFP011LS on 2002 NFPA Pamphlet #13 with TIA 02-1 T co. 13530 53RD AVE S TUKWILA, WA 98168 Job # 20749 Calculations based Brace Information Tolco Brace Components Maximum Spacing 15' 0" (4.57 m) Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly Detail TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACEATTACHMENT TOLL° FIG. 1000 CLAMP UR Value 200 Max Horizontal Load 1767 lbs (802 kg) Force Factor (Cp) 0.5 15% Fastener Information Fastener Orientation NFPA Type D 306 lbs (139 kg) Dual Throu h -Bolts - Fig.906 9 STEEL PPEType LATERAL BRACE `y .� Diameter 1/2in. (13 mm) Length Maximum Load 424 lbs (192 kg) Brace Identification on Plans LATERIAL BRACE #2 Orientation of Brace Lateral Braced Pipe: 2'h" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2W Sch.10 Steel Pipe (63.5 mm) 15ft (4.6 m) 44 lbs (20 kg) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 26 lbs (12 kg) 1'/" Sch.40 Steel Pipe (38.1 mm) 44ft (13.4 m) 79 lbs (36 kg) 1'/." Sch.40 Steel Pipe (31.75 mm) 46ft (13.7 m) 66 lbs (30 kg) 1" Sch.40 Steel Pipe (25.4 mm) 50ft (15.2 m) 51 lbs (23 kg) Percentage added for Fittings and Sprinklers 15% 40 lbs (18.14 kg) Total Adjusted Load of all pipe within Zone of Influence 306 lbs (139 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations DRA PROFESSIONAL BUILDING Job # 20749 13530 53RD AVE S Brace Identification LATERIAL BRACE #2 Brace Type (Per NFPA#13) NFPA Type D Braced Pipe 21/2" Sch.10 Steel Pipe Spacing of Brace 15' 0" (4.57 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 300 Type of Fastener Length of Fastener LC a brand ofd 1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 906 Summary of Pipe within Zone of Influence 2W Sch.10 Steel Pipe (63.5 mm) 15ft (4.6 m) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 1W Sch.40 Steel Pipe (38.1 mm) 44ft (13.4 m) 1W' Sch.40 Steel Pipe (31.75 mm) 45ft (13.7 m) 1" Sch.40 Steel Pipe (25.4 mm) 50ft (15.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 306 lbs (139 kg) Material Capacity 1767 Ibs (802 kg) Fastener Capacity 424 lbs (192 kg) Fig.1000 Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) Structural Member SUPPORT TN WITH 2X BACKING &THROUGH BOLT ASSEMBLY Calculations prepared by JOSEPH FAULKNER *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calailated with Tol-Brace 7 visit us at www.tolco.com O PARALLEL (f) W U n, 0 If N 0 L ANGLE TO VERTICAL (o) .09 o co N o 0 0 45' 0 N CD 730 o M O d4' 520 BLOCKING CONDITION 2x_ on one side 2x_ on both sides 2. Brace and attachment to 2x_ block per NFPA 13 2x_ for larger seismic loads (Required on 6" or Larger) 0 C U E O O-+ ••0 O t � O O -o O '0 -o a) C U 0 o_s 5 U o O a— D o _ 0 0 O o L. O t O O O 0 3 0 0 in the block is approximately parallel connection O `-U 0 O ) s a o +-' p Z 0 c "r v o , 0 0 C 0 0 0 0 '0 O D o .) D 0 o O -D O U 0 o .0 . o 0 0 p O 1) ++ "O U O O O U N •V 0 0 O •—.c.O 0 "' O _ t U t o c Et ,- —1— =1— W O 0 O 0 L U_ V) W V) J z O Ni O W J m O J J ANGLE TO VERTICAL ( a ) O O st O N CO O O LoN side of TJI 0 U 0 0 0 0 0 N x co x 0 O 0 0 c c 0 U 0, c 0 c 0 U C 0 0 0 .0 the table are factor adjustment. 0 0 0 J M M 0 0 En U c • N 0 0 U o • N 0 _sw ▪ 0 F 0C 0 0 • 0 ✓ o N a 0 -c 0 U c O O O • J 0 3 1- 0 U 2O 0 0 O 0 Ti O J U 0 E E c o) •c- 0 O rn O 0 li- 0 C O O O O T O U N O 0 X In E co 0 0 0 N • > > U rn Z • V7 r7 • N 0 W NOTICE A completed, signed, Tukwila Fire Department t Pre. -test Certificate must he presented to theinspector prior to commencement. of Acceptance Testii cf. arty Fire Alarm and :+::.(;+.'Qi i Systems. Failurs: cf ;: >st /ill result in a Re -inspection Fee and termination of the tering. 5 Battery Calculations for Panel: SK 5808 .._..._..._..........._----._.__..........__.--�--.._...-�---._..........._--_.....__.........................�.........._..w.......__._....._............_....1111-...........a....-----1111. Part No:8808 X(L - 5808 XL Intell!Knlght 5808 XL Single loop Job number: Part No. 5808 6 1 Job Qty. 1 name: Drawings Descri •tion Pan& Equipment Intelliknight 5808 Single Loop Main Mother Board Peripheral Devices Standby. 170.0000mA Total Panel Stby 0.0000rnA Total Standby IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 170.0000mA 170.0000inA 0.0000mA Alarm 325.0000mA Total Panel Alarm 176.0000mA Total Alarm 325.0000mAl 325.0000rnAl 528,0000mA PC2R 3 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red (Notification) R4 3 Resistor, 4.7K ohm, 114 watt, for IXA (EOL) 0.0000mA 0.0000mA 0.0000mA 0.0000mA SR _18....SR-StrobeStanda....... 18 SR -Strobe Standard (Notification} 0,0000mA 0.0000mA 94.0000mA 1692.0000mA P2R 3 2 Wire Horn/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 107,0000mA 321.0000mA1 PC2R 4 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red (Notification) 0.0000mA 0.0000mA 107.0000rnA 428,0000mA P2R 7 2 Wire Horn/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 176.0000mA 1232,0000mA 976090 1 End of line resistors, Pkg of 10 (EOL) 0.0000mA 0,0000mA 0.0000mA 0,0000mA P2R 1 2 Wire Horn/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 212.0000mA 212.0000mA P2RK 1 2 Wire Horn/Strobe, Standard cd, Red, Outdoor (Notification) 0.0000mA 0.0000mA 194.0000mA 194.0000mA SD6O0-MIM 2 Mini Module (Signaling line) 0.5500mA 1.1000mA 0.2300rnA 0.4600mA SD500-PS 7 SD500-PS Addressable Pull -Station (Signaling line) 0,5500mA 3.8500mA 0.5500mA 3,8500mA S0505 APS 8 Model SDSO5-APS Addressable Photoelectric Type Smoke Detector (Signaling line) 0.5500mA 3.3000mA 0.5500mA 3.3000mA 1111 SD500-ARM 1111.. _._ ........_. '‘WF -45 -ries 2 __......._ SD500-ARM Addressable Relay Module (Signaling line) .............w-._........_ ._ _ ......._ - -- ._........_._...... 0.6500mA 1.6500mA 0.5500mA , 1.6500mA 0,0000mA -Se s WFD-Series 1 WFD Series Water Ftow Detector (initiating) 0.0000rnA 0,0000mA 0.0000rnA OSY2 1 OSY2 Tamper Switch (initiating) 0.0000mA 0.0000mA 0.0000mA 0.0000mA i 0 Total Peripheral Stby Totat Standby Amps 9,9000rnA 179.9000mA Total Periph Alarm Total Alarm Amps 4616.2600mA 4941,2600mA Compensation Factors - Standby: 1.2 Alarm: 1.2 Standby time: 24 Hrs Alarm time: 5 Min Battery requirement: Requirement with compensation: 4.318Ah 0.412Ah 4.729Ah 5.675Ah Fire Alarm Symbol Legend A SYMBOL DESCRIPTION MODEL NUMBER G H 5808 XL tntelliKnight 5808 XL Single Loop 5808 XL FACP IMMJ Mint Module SD500-MIM l i i SD500-PS Addressable Pull -Station SD500-PS ti. J Model 50505 -APS Addressable Photoelectric Type Smoke Detector 50505 APS 2 SD500-ARM Addressable Relay Module SD500-ARM RM Fs WFD Series Water Flow Detector WFD-Series 40 OSY2 Tamper Switch OSY2 ,`, 2 3 Waterflow •Q••Standard �c 7506 2Wire Horn/strobe Ceiling mount, Stand r cd, Red PC2R 11EOL4.7K o Resistor, 4.7K ohm, 1/4 watt, for IXA R4 SR -Strobe Standard SR LO. 30CD 2 Wire Horn/Strobe, Standard cd, Red P2R MO 30CD W EOL 2,2K a End of line resistors, Pkg of 10 976090 EC>wP95CD 2 Wire Horn/Strobe, Standard cd, Red, Outdoor P2RK EOL 4.7K C C9' 30CD .p. C 30CD EOL 2.2K f2 3000 ..fl. fNe Ct, 30CD 0 EOL4.7K f3. 300D t?n' 30CD 30CD a fJM 30CD oo 3000 30CD .Q. 12VDC 7Ah Back-up Batteries to be used SYSTEM OUTPUTS Required Fire Safety Control Control Unit Annunciation :i /,rp.o /0' ' ri'i /: a'' r / Ci7 : y^' •fry /01,,,g''g, ' .' -'� , `' r�i :rs�i�3 iv Drk. Com; Cl��'�'�� ;`s :�� C� •,W /r` i C r �r7 . r., / ‘,:f Imo, =�,'.. re: '(.e/AZ7 c( :' '� i'E.:� 7:, - . fJl r eZ SYSTEM INPUTS A B C D E F G H 1 Manual Fire Alarm Boxes 0, 0 I 1 2 Srnoke Detectors 2 3 Waterflow 0 01 0 3 4 IN -Duct Srnoke Detectors 4 5 Sprinkler Control Valve 0 0 5 6 Fire Alarm AC Power Failure 0 6 7 Fire Alarm System Low Battery 1 0 0 7 8 Open Circuit 0 10 8 9 Ground Fault 0 0 9 10 Notification Appliance Circuit Short 0 0 10 A B C D E F G H 1 30CD G� C 30CD 30CD recT 30CD 300D OPERATIONAL MATRIX 75500 9 30CD 3000 G 30CD .-.\ 7500 3000 41. EOL4.7K f) 75CD 75CD 1E ,aA 3000 Cary 110CD Circuit Calculations Panel: SK 5808 Card: 00 Circuit:SIGI CircuitName: SIC1 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Cable: Power, Limited, Multiple Conductor #16 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167F Max. operating voltage drop: 10% Job number: 1 Job name: Drawingl Amperage: 1.6000A Device Part No i 5808 XL Panel Appliance Desc Distance Current 001 002 PC2R PC2R 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red, 75CD 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red, 75CD 61'-0 19'-0 176.0000mA 176.0000mA Voltage 20.2V 19.8728V Voltage Drop 19.8048V (0.3272V) (0.068V) 003 PC2R 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red, 76CD 54'-O -01 R4 Resstor, 4.7K ohm, 1/4 watt, for IXA 2'-0 136'-0 176.0000mA. 0.0000mA 528.0000mA 19.7083V (0.0966V) 19.7083V (0V) Total Current: 528.0000mA (Total VDrop Percent:2,43%) Total Voltage Drop : 0.4917V Circuit Calculations Panel: SK 5808 Card: 00 Circuit:SIG2 CircuitName: 5102 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 1.5000A Cable: Power, Limited, Multiple Conductor#16 Calculations based on Running Total Length. Design Criteria: Arnlienttemperature: 167"F Max. operating voltage drop: 10% Job number: 1 Job name: Drawings Device 001 002 003 004 005 006 007 008 009 010 Part No 5808 XL P2R PC2R SR SR PC2R SR SR PC2R SR Appliance Desc Panel 2Wire Horn/Strobe, Standard cd, Red, 30CD 2Wire Horn/Strobe Ceiling mount, Standard cd, Red, 30CD SR -Strobe Standard, 30CD SR -Strobe Standard, 30CD 2Wire Horn/Strobe Ceiling mount, Standard cd, Red, 3000 SR -Strobe Standard, 3000 SR -Strobe Standard, 30CD 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red, 30CD SR -Strobe Standard, 30CD Distance 10'-0 11'-0 22-0 15`-0 19'-0 18'-0 • 2-0 31'-0 28'-0 Current 107.0000rnA 107.0000mA .................................. 94.0000mA 94.0000rnA 107.0000mA 94,0000mA 94.0000mA 107.0000mA 94.0000mA Voltage 20.2V 20.0597V 19.9173V 19.6565V 19.4929V 19.3039V 19,1445V 19.1287V 18.9132V 18.7491V Voltage Drop (0.1403V) (0.1424V) (0.2608V) (0.1635V) (0.189V) (0.1595V) (0.0158V) (0.2154V) (0.1641 V)p (0.0344V) 010711V)1 (0.015V) SR 011 SR SR -Strobe Standard, 30CD SR -Strobe Standard, 3000 012 013 014 -01 SR PC2R SR R4 SR -Strobe Standard, 3000 2Wire Horn/Strobe Ceiling mount, Standard cd, Red, 3000 SR -Strobe Standard, 30CD Resistor, 4.7K ohm, 1/4 watt, for IXA 7'-0 18'-0 5'-0 12'-0 14,-0 o,-0 94.0000mA 94.0000mA 94.0000mA 107.0000mA 94.0000mA 0.0000mA 18:7147V 18,6436V 18.6286V 217-0 1381.0000mA Total Current: 1381.0000mA (Total VDrop Percent:7.97%) Total Voltage Drop : 1,6093V 18.6041V 18.5907V 18.6907V (0.0245V) (0.0134V) (0V) wP 9500 75CD Q� 0 t.' C 3000 C75CD� 75CD �Q �M SK 5808 C 75CD Vfl�\ 4 M'5 • F F 2 Ail 0.14jqf-i40) deLrf.eS 4v f70,1+ acid vc$S4Si <1' No avvt-a 4-s- show,, oteaw",hSS. V.4 4,I1 eve 4n, 1 -hey Plait S.e Pro)^>~ til; t,,�t..✓iso• ��. / �hsiq ti Gs b regtlti- t14�d it 014 h , o•. kewi(4 Cj Yc,•l-I-b�ait��. Circuit Calculations Panel: SK 5808 Card: 00 Cirouit:SIG3 CircuitName: SIG3 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Cable: Power, Limited, Multiple Conductor #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167F Max. operating voltage drop: 10% Job number: 1 Job name: Drawingl Amperage: 1.5000A Device 001 002 Part No 6808 XL P2R P2R Appliance Desc Panel 2 Wire Horn/Strobe, Standard cd, Red, 75CD 2 Wire Horn/Strobe, Standard cd, Red, 75CD Distance 61'-0 17'-0 Current 176.0000mA 176.0000rnA Voltage 20.2V 19,6649V 19.5348V Voltage Drop ........................... (0.5351V) (0.13V) 003 004 005 006 P2R P2R SR SR 2 Wire Horn/Strobe, Standard cd, Red, 75CD ................_.......................m.-.,._.m..._..w....�..........._....,,,........_...._...._-1111_ 2 Wire Horn/Strobe, Standard cd, Red, 75CD SR -Strobe Standard, 3000 SR -Strobe Standard, 30CD 13'-O 15'-0 14'-O 176.0000mA 176.0000mA 94.0000mA 94.0000mA 19.45V 19.3689V 19,3304V 19.2789V ... (0.0848V) (0.0811V) (0.0385V) (0.0515V) 007 008 009 010 011 -01 SR P2R SR . SR SR 976090 SR -Strobe Standard, 300D 2 Wire Horn/Strobe, Standard cd, Red, 30CD SR -Strobe Standard, 3000 SR -Strobe Standard, 30CD -............._,.......................1111...-........_.....,.,,,.-,. SR -Strobe Standard, 30CD End of line resistors, Pkg of 10 10'-0 29'-0 2'4) 10'-0 34'-O a,*0 214'-0 94.0000mA 107.0000mA 94.0000mA 19.248V 19,1761V 19.1725V 94,0000rnA 19.1605V 94.0000mA 19.1401V 0.0000mA 1375.0000mA 19.1401V (0.0308V) (0.072V) (0.0036V) (0.012V) (0.0204V) (0V) Total Current: 1375.0000mA (Total VDrop Percent:5.25%) Total Voltage Drop : 1.0599V 1 Circuit Calculations Panel: SK 5808 Card: 00 ,Circuit:SIG4 CircuitName: S1G4 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 1.5000A Cable: Power, Limited, Multiple Conductor #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167"F Max. operating voltage drop: 10% Job number: 1 Job name: Drawingl Device Part No 5808 XL Panel Appliance Desc Distance Current Voltage Voltage Drop 001 002 003 004 005 006 007 008 009 -01 P2RK P2R P2R SR 2 Wire Horn/Strobe, Standard cd, ,Rett. Outdoor, 95C0 2 Wire l;'orn/Strobe, Standard cd, Red, 1100D ,....._...._......................................._.�................................... 1111.. 1111. 2 Wire. torn/Strobe, Standard cd, Red, 75CD SR -Strobe Standard, 30CD 72-0 61'-0 18'-0 20'-O 194.0000mA 212.0000mA 176.0000MA 94.0000mA 20.2V 19.5923V? (0.6077V) 19.1529V (0.4394V) 19.0476V (0.1053V) 18.953V' (0,0946V) P2R 2 Wire Horn/Strobe, Standard cd, Red, 75CD SR P2R 20'-0 SR -Strobe Standard, 30CD 2 Wire Horn/Strobe, Standard cd, Red, 7500 36-0 23'-0 176.0000mA 94.0000mA 176.0000mA 18.8705V (0.0826V) P2R SR R4 2 Wire Horn/Strobe, Standard cd, Red, 30CD SR -Strobe Standard, 3000 Resistor, 4.7K ohm, 1/4 watt, for IXA 23'_0 8'-0 3'-0 107.0000mA 94.0000mA 0.0000mA 18,7653V (0.1052V) 18.71V (0.0553V) 18,6805V (0.0295V) 18,6757V (0.0048V) 18.6757V (0V) 28Y-0 1323.0000mA MM 4 Total Current: 1323.0000mA (Total VDrop Percent:7.56%) Total Voltage Drop : 1.5243V TUKWILA FIRE DEPART' l ,3ase call: 575-440Z and give this job No. 8 b 1-1 tz�id cx;,ct address for shut' :iuH`ra of re:;;;;)ration ataorov $, • 0 0 Without Comments As Noced in Red Per The Attached Letter 'hese plans have been reviewed by The Tukwila Fire evention Bureau for conformance with current City 'ndards. Acceptance is subject to errors and oissions which do not authorize violations of adopted a ndards and ordinances. The responsibility for the equacy of design rests totally with the designer. 1 cions, deletions or revisions to these drawings after s date will void this acceptance and will require a .:submittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by Tne Tukwila Fire Prevention Bureau. Date: 2 I' I ( By: A -v-‘51( D B DRAWN BY: ROBERT VAUGHN L & I #VAUGHR*981 O4 SEATTLE FIRE DEPT. #SCPV-04243 NICET 3 #115522 CITY OF REDMOND-DESIGNER OF RECORD #10-B-113 PROPERTY OF AND ALL RIGHTS RESERVED FIRE PROTECTION INC DATE: 0112412011 FIRE PROTECTION INC. 1730 Gibson Road Everett, WA. 98204 42-90-9600 FIRE ALARM -RISER DETAIL/BATTERY CALCS SIZE FSCM NO. FIREPI*021 ML DRA PROFESSIONAL CENTER 13530 53RD AVE SOUTH TUKWILA, WA. A PAID J&N 26 2011 TU , WILA FIRE DWG NO. FA 1.0 REV 1 SCALE: 1/813 ^ 1' 0" SHEET 8 7 6 5 4 3 1 D A FIRE SPRINKLER ROOM ALL. FIRE SPRINKLER CONTROL VALVES, OUTDOOR PIV AND VAULT TAMPERS TO BE SUPERVISED 1018/4 FPLR TO FACP SLC #18/4 FPLR F t16/4 FPLR TO FACP SIG1 #16/4 FPLR M33.008 r 27. Z.:'' m3V40,4 MMIMM M s ELECT. ROOM S G1.001 C 7SCD STORAG 5101.002 C 750D BASEMENT RM M33.010 RM M33.009 M33.011 • l M33.007 5101 EOL 4.7K f2 SIG1.003 C75CD STORAGE ELEV. MACH, ROOM TREATMENT BAY S102.008 0 30CD TREATMENT COORDINATOR S1G2.0071 ..' SIG2.008 30C 3000 TREATMENT COORDINATOR .6 - OFFICE MNGR/ WORK 5102.003 30CD $102.009 ,..,. 30CD 1i RECEPTION IL1 BRUSH STERILE 30CD \, 5102.010' • 30CD ! 30CD 5102.012 TOILET ezr . �xr . r, zez22zzz .7, z 1ST FLOOR Fire Alarm Symbol Legend SYMBOL DESCRIPTION MODEL NUMBER 5808 XL IntelliKnight 5808 XL Single Loop 5808 XL I FACP Mini Module SDS00-MIM MM Ri 5D500 -PS Addressable Pull -Station SD5o0-PS 0 Model 80505 -APS Addressable Photoelectric Type Smoke Detector SD545 APS ! M SD500-ARM Addressable Relay Modulo SD500-ARM 0 WFD Series Water Flow Detector WFD-Series 0OSY2 Tamper Switch OSY2 OD: OD: (C 75CD 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red PC2R in EU. 4.7K Ci Resistor, 4.7K ohm, 1/4 watt, for IXA R4 ;per 30CD SR -Strobe Standard SR 2 Wire Horn/Strobe, Standard cd, Red P2R _ ©• 30CD ® EOL 2.2K C End of line resistors, Pkg of 10 976090 M ' wp 95CD 2 Wire Horn/Strobe, Standard cd, Red, Outdoor P2RK SERVER/ STORAGE SLC #18/4 FPLR DRAWN BY: ROBERT VAUGHN L & I #VAUGHR*981Q4 SEATTLE FIRE DEPT. #SCPV-04243 NICET 3 #115522 CITY OF REDMOND-DESIGNER OF RECORD #19-B-113 PROPERTY OF AND ALL RIGHTS RESERVED FIRE PROTECTION INC DATE: 01/24/2011 SIG2 #1614 FPLR 1 D C B FIRE PROTECTION INC. 1730 Gibson Road Everett, WA. 98204 425-290-9600 FIRE ALARM -BASEMENT & 1ST FLOOR SIZE FSCM NO. FIREPI*021 ML DRA PROFESSIONAL CENTER 1353053RD AVE SOUTH TUKWILA, WA. DWG NO. FA2.0 REV 1 SCALE: 1/8" 1' 0" SHEET 8 7 6 5 � 4 3 1 A D B A STUDIO 5103.008 30 0 REST RM 30CD 5=03.008 Dr4 1i sio3.003 75CD REST RM 5103.40'7 300D 3103.408 CONFERENCE 30CD SIG3.005 KITCHEN EE SIG3 EMI 2.2K it TO FACP SLC #18/4 FPLR f f SIG3.001 75CD TO FACP SIG3 #16/4 FPLR M33.018 SIC4.005 75CD ...113104.000 3RD FLOOR Fire Alarm Symbol Legend SYMBOL DESCRIPTION MODEL NUMBER 5808 XL InteiliKnight 5808 XL Single Loop 5808 XL FACP IMMI Mini Module SD500-MIM 305000 -PS Addressable Pull -Station S0500 -PS 0 Model SD505-APS Addressable Photoelectrc Type Smoke Detector SD505 APS SD500-ARM Addressable Relay Module WFD Series Water Flow Detector $D500 -ARM WFD-Series RM 0 e OSY2 Tamper Swttc1 OSY2 AK C 75CD 2 Wire Horn/Strobe Ceiling mount, Standard cd, Red PC2R EOL 4.7K 0 Resistor, 4.7K ohm, 114 watt, for IXA R4 SR -Strobe Standard SR ,©. 3000 30CD 2 Wire Horn/Strobe, Standard cd, Red P2R W EOL 2.2K 0 End of line resistors, Ping of 10 2 Wire Horn/Strobe, Standard cd, Red, Outdoor 976090 P2RK H *-wp 95CD ti SIG4•003 7501 tf'.% k o.r VA SMG 002 110CD 5104.007 #18/4 FPLR TO FACP SLC #18/4 FPLR DRAWN BY: ROBERT VAUGHN L & I #VAUGHR*981 Q4 SEATTLE FIRE DEPT. #SCPV-04243 NICET 3 #115522 CITY OF REDMOND-DESIGNER OF RECORD #10-B-113 PROPERTY OF AND ALL RIGHTS RESERVED FIRE PROTECTION INC DATE: 01/24/2011 TO FACP SIG4 #16/4 FPLR — ift16l4 FPLR i UUP 9500 3104.001 C B FIRE PROTECTION INC. 1730 Gibson Road Everett, WA. 98204 425-290-9600 FIRE ALARM -2ND & 3RD FLOORS FIREPI*021 ML SIZE FSCM NO. DRA PROFESSIONAL CENTER 13530 53RD AVE SOUTH TUKWILA, WA. DWG NO, FA 3.0 REV— 1 SCALE: 118" 11 lit SHEET 8 7 6 5 4 1 SSMH RIM 58.75 lE 50.05 5=0.06419 99.9' MH to MH SD.cB �- "RIM 39.25 18" !E /N'34.45' i` .18" IE OUT 34 35 , SAWCJT &,PA TC,�y PER STAND /DETAIL RS/ -O / J SAN V CROSSING SEWER IE ,33.0 SAN STOW 3j1r 5 1 FOUND PK 6" CLEANOUT -' o.o4'E 1.49 - OF CAL&C. POS. IE 34.52 ,' sD SDCB RIM_ 41.91 18" IE OUT 38.26, , • , • , • W ST = .:, 190.9' Ty CONNECT T I SEWER 9; 4 CONTRACTOR SHALL V eRIFY INVERT ELEVATION AND ADJ - GRADES AS NEC _="''�.�►-"' ' rim z , I Mr� 52ND RIMSS3.W \ !E '24.53838 W , , 1 • • STA 10+69.-7, 139.6' LT POINT OF CONNECTION FOR 24 LF 2.5" SERVICE -LINE STA 10+68:5; -1371' LT 1-4" TAPPING - TEE THRUST BLOCKING SA WCU T & PATCH - - -PER STANDARD DETAIL RS- 03 1, 1 PIV WALL MOUNTED STA 11+10.7,, 15 SEWER STUB, IE CAP & MARK 5' UTILITY ROOM FFE = 42.2,____ STA 10+85.7, 132.0LT 2" WAT�tJ_ MEIER_ PER D TD T WS -03 TA 10+92.6, 125.5' L T 27 LF 4" FIRELINE ' - - -CAP &- MARK- -5 FROM BLD STA 10+92.5, 120.5' LT 2-7LF 4" FIRELINE CAP' &-MARK 5' FROM BLDG 1 1 1 •• / SDCB / RIM 31.81' 18" IE IX: 28.11 18" IE/OUT 27.91 1 • • • • ‘ • STA 10+69.6, 87.8' 1-4" 90' DI BEND THRUST B&PCKING STA 10+35.1, 67.4' LT - 1 -6" T1-6" TAPPING TEE THRUST BLOCKING SAWCUT & PATCH PER STANDARD DETAIL RS -03 FOUND PK NAIL 0.07'E & 0.45'S BM #1 • STA 104-81.1,,79.1' LT 15LF4"DI ; FIRE DEPARTMENT CONNECTION PER DETAIL ;2/C2.0 STA"10+55.8, 57.. FIR 'Si ` RA ° " y.tnd a H, s bearing d ``lith tesp re,D0 1z3 ienVried or LT b a.: heduies. �mmusio �he "due SliOn Of ';J 1i1 u " of person Iss S a SITE PLAN SCALE: 1 "=20'-0" FLANGE 6' TO 10' ABOVE FLOOR 2' CLEARANCE MOUND PIPE THROUGH FLOOR PE It PE OR FL x PE SPOOL STORZ TYPE FIRE DEPT CONNECTION W/30' ELBOW NON -SWIVEL INCLUDE -4' KNOX FDC CAP MEGA LUG OR FLANGE 90' THURST BLOCK SIZED TO SPEC 4' or 6' GALV 90' BEND STA 10+00 A T SW _P-ROPERTY.CORNER 4' TO 6' GALV STEEL FLANGE x MJ OR MJx MJ WITH . MEGA LUGS FIELD LOCK GASKETS SUPPLY AND DRY SIDES CLASS 52 DI 4' MIN .,'n 1' SADDLE TAP BALL DRIP CHECK VALVE ASSEMBLY GEO FILTER FABRIC 1' TO 1-112' WASHED ROCK THURST BLOCK SIZED TO SPEC FLOOR FLANGE SUPPLY FIRE DEPARTMENT STAND PIPE AND DRY SIDES CONNECTION WITH STORZ 30° ELBOW NOTES • 1 SUPPLY AND DRY ONES TO BE RESTRAINED BY FIELD LOCK GASKETS ON BELL JOINTS. MEGA LUGS AND BLOCKING AT ALL 0 WM0E IN DIRECTION . PIPE TO BE CLASS 52 DI PIPE. • 2 FIRE SYSTEMS SHALL BE DESIGNED BY A NICET LEVEL 3 DESIGNER. FIRE SYSTEMS SHALL 8E INSTALLED BY A NICET LEVEL U CERTIFIED DESIGNER. 3 1' SADDLE TAP BALL DRIP WITH 90' DOWNTURN INA BED OF 1' TO 1-1/2' WASHED ROCK ENVELOPED IN GEO FILTER FABRIC. HEIGHT OF DRIP CHECK DETERMINED BY DRAINAGE BAND GROUND WATER ELEVATION. FDC TO BEA 4' STORZ NON -SWIVEL 30' DOWN ELBOW WITH LOCKING FDC STORZ CAP (13080 FROM W W W.KNOXBOX.COM). FOC STANDPIPE TO BE PAINTED WITH 2 COATS HIGH GLOSS RUST-O-LEUM FIRE DEPT RED BARREL NO. 1210. DO NOT PANT 30' ELBOW. 6 CENTER OF P515 HYDRANT TO CENTER OF FDC TO BE NO MORE THAN 50' AND NO LESS THAN 4' APART. 6. PRESSURE TESTING PER NFPA 24 STANDARDS IN 200 PSI FOR 2 HOURS. 7. FLUSH PER NFPA 24 STANDARD. FULL FLOWS WITH BURLAP BAGS FOR DEBRIS INSPECTION. FLOW OF FLUSH WILL BE NO LESS THAN 10 CUBIC FEET PER SECOND. & SOURCE WATER FOR FLOW TESTING TO BE PROTECTED BY MEANS OF A TEMPORARY DCVA THAT HAS BEEN VERIFIED TESTED BY ABACKFLOW ASSEMBLY TESTER. DCVA'S ARE TO BE A MINIMUM OF 4' DIAMETER AND SIZED TO ACHIEVE PROPER FLOW FOR FLUSH AFTER HYDRO TESTING HAS BEEN ACHIEVED. FLOW CALCULATIONS TO BE ESTABLISHED BY A NICET LEVEL 3 SYSTEM DESIGNER. FIRE DEPARTMENT CONNEC TION DE TAIL SCALE: NONE FIRE DEPARTMENT CONNECTION 11+00 , • , • • • • • • % 1:3� TH STI `'. (NOT OPEN) ` 4- SANITARY SEWER & WA TER PLAN SCALE: 1" = ' 20' FLOW TEST INFORMATION STATIC RESIDUAL FLOWING LOCATION 120 PSI 20 PSI 6500 GPM INTERURBAN & 53RD DATE OF TEST BY WHO UNKNOWN TUKWILLA FIRE DEPT. WALL MOUNTED POST INDICATOR VALVE W/TAMPER BACKFLOW DETAIL N.T.S. BACKFLOW DETAIL 2.5" ■�� 90 ELL ■ 1 ■ 4" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY ro 0 BUTTERFLY VALVE w/TALVER SWITCH 4' CHECK VALVE III 51 e1 -A ✓l C' DRAIN TO OUTSIDE 1 4, 4 , 4 4 , , 4 ISA , 2. LI v EXTERIOR 10' POTTER 24 VOLT ALARM BELL 11 ORI 14'30 BOX 1 , 1 , , , 1 1 1 , I 4" WILKINS o DOUBLE CHECK PIPE SLEEVE THRU SLAB . PIPE SLEEVE-' c?. THRU SLAB 1 , 1 BACKFLOW ASSEMBLY w/OUTSIDE WALL PIV (BOR) r/SLAB LEVEL U.G. PIPING(.9) • RISER DETAIL N.T.S. RISER DETAIL OL © Without Comments ES As Noted in Red el 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. rot a .ithorize violations of adopted standards 'anti ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or=1./i l,r)r..s1 to these drawings after this date will vuld Arid will require a resubmlttai of reviser; dr 1i•111rtq.( , tor ,ubsequent approval. Final acceptance is sutki r t w fff4Lld test and Inspection by The Tukwila Fire Prevention et,`re i, Date: q-4-10 By: A -1,s1 DRAIN TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL FAST CLAMP RISER BRACE MAMA FIRE DEPART Reese call: 575. 1 and give this 1 11 down br restoration approval, UNDERGROUND NOTES: 1) ALL UNDERGROUND BY OTHERS. Contractor to be State Licenced and Certified to install Underground Piping Per WAC 212-80. 2) Pipe type and class to meet Local Jurisdiction Approval. 3) All underground piping shall have a Minimum 3'-0" Bury. 4) All underground piping shall be UL Listged and/or FM Approved for Fire Protection. 5) All underground piping shall be rodded and/or blocked in accordance with the specifications and NFPA 24. 6) All underground piping shall be Hydrostatically tested at not less than 200 PSI for two hours in accordance with NFPA 24. 7) All underground piping shall be flushed in accordance with NFPA 24. Flow the required rate until water is clear as indicated by no collectioin of foreign material in burlap bags at outlets. 8" - 1,560 GPM 8) All underground installation and testing to be witnessed by the local authority having jurisdiction. Notes: 1. SYSTEM TYPE: WET SYSTEM THROUGHOUT 2. CONSTRUCTION TYPE: COMBUSTIBLE, OBSTRUCTED 3. SPRINKLER SYSTEM DESIGNED, INSTALLED: BRACED AND TESTED PER NFPA-13. 4. ALL MATERIAL SHALL BE NEW AND U.L. LISTED AND F.M. APPROVED. 5. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE CONTRACTORS (Sc OWNERS RESPONSIBILITY TO INSULATE WET SYSTEMS PROPERLY 8c TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVE CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 6. SPRINX FIRE PROTECTION SHALL NOT BE 'RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 7. ALL ELECTRICAL, PAINTING, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 8. PIPE SIZING PER NFPA-13, SYSTEM HYDRAULICALLY CALCULATED. 9. EARTHQUAKE BRACING PER NFPA-13. 10. ONLY NEW SPRINKLERS SHALL BE EMPLOYED IN THE INSTALLATION OF THE SPRINKLER SYSTEM. 11. A STOCK OF SPARE SPRINKLERS OF EACH STYLE, TYPE, AND TEMP. RATING ALONG WITH A SPRINKLER HEAD WRENCH SHALL BE LOCATED AT THE MAIN RISER. 12. ALL MAIN PIPING 2)/2" - 4" IN SIZE TO BE ALLIED DYNAFLOW 'THINWALL PIPE. ALL MAIN PIPING TO HAVE GROOVED FITTINGS WITH WELDED OUTLETS 13. ALL LINE PIPING 1" - 2" IN SIZE TO BE SCH-40 PIPE, WITH CAST OR DUCTILE IRON THREADED FITTINGS. . 14. SYSTEM DESIGN PER ORDINARY HAZARD pROUP ,1. 15. LINE PIPE HANGERS TO BE SAMMY LAG:SCREWS, ROD AND RINGS. 16. MAIN PIPE HANGERS TO BE SAMMY LAG SCREWS, ROD AND RINGS. (SEE HANGER DETAILS) 17. SPRINX FIRE PROTECTION WORK TO BEGIN AT UNDERGROUND FLANGE WITHIN SPRINKLER ROOM 1 0 ABOVE FINISH FLOOR. Weld stamps must be inspected before pipe is hung. p_Qngt paint piping prior to hydrostatic test • 14 ® 142 (1/2",K=5.6) (1", K=5.6 ) (1", K=5.6 ) VICINITY MAP (11 tiklswl la SPRINKLER LEGEND PAID SEP 2 2 2010 TUKWILA FIR 4z- 74% HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. (on Drop) HEAD6B-VIKING VK176 QR CHROME DRY PENDENT -155 DEG. HEAD8-VIKING VK300 QR BRASS UPRIGHT -200 DEG. SIDE1-VIKING VK178 QR CHROME DRY HORIZONTAL SIDEWALL-155 DEG. SIDE3-VIKING VK305 BRASS QR HORIZONTAL SIDEWALL-155 DEG. 188 TOTAL SPRINKLER THIS PROJECT PROJECT DRA PROFESSIONAL CENTER ADDRESS 13530 53RD AVENUE SOUTH CITY TUKWILLA, WA 98168 TITLE: FIRE SPRINKLER DRAWING _ SPRIN A Fire Fire Protection PMB-42 5114 Pt. Fosdick Dr. NW #E Sprinkler Gig Harbor, WA. 98335-1735 Corporation Phone 253.853.7780 Cont. Lic. # SPRINFP011LS Fax 253.853.5890 Date: 09/09/2010 Drawn: CLH Page 1 of 3 al REVISIONS DESCRIPTION GENERAL HMS CORPORATION DATE ADDRESS 4031 AURORA AVE N, STE 100 cin' SEATTLE, WA 98103 SUPER. RICH - JOB PHONE # 206-424-9355 FIELD INSPECTIONS NAME CITY OF TUKWILLA FIRE MARSHAL PHONE # 206-575-4439 STANDARD SYMBOLS Ha— 1 Pipe Coupling Pipe Drop Pipe Rise Pipe End Cap 2—WAY EARTHQUAKE BRACE 4—WAY EARTHQUAKE BRACE PIPE HANGER FIRE DEPARTMENT CONNECTION ,i 1 , / tt?, „1, WA. STATE LEVEL 3 STAMP SA iTiewiii FP -1 .0 File: DRA PROFESSIONAL CENTER f FLOOR CONTROL VALVE 9\6 (SEE RISER DETAIL) SUPPLY 4 4 FDC SEE SITE PUN FOR UNDERGROUND DETAILS 0 1� SPRINKLER ROOM 18'-0" 10 [9-9] 234 t1 -441 / EI_ECIR ROOM i 2 a 10 c�.Y 21-9 2 (9 9=441 / 2 10'-7"- 4 - 10' -7" 18'-0" ----10' -7" -5,-72,>� OVERHEAD DOOR CO O • 020 10-7 ,14 10-7 114 1-10- 0 8-9 -6 11-9 4-10 1L 3121 21-0 / 114 11-10 / 114 &/ 11¢ 4.4 �vv 4-10 0 11-10 sNu ^O 14" TJI 0 16" O.C. 0 AU STORAGE 11-11 2 12-941 VL Jx2i -1 1 40 114 1- ® 1 / 5-7 1 0-914 11-10 / ".v^ SUPERVISED SHUT-OFF VALVE NO HIGHER THAN 6'-O' AF.F. 114 11-10 0 CO I 0 10-7 14 12-914 GL 5x21 ROANg co' :N r ELEVATOR ROOM :N o N CO 6I CO I 10-7 14" TJI 0 16" O.C. i 0-6 10-7 2 c GL 5x21 0-8- 114 10- 114 10-$ 0 I 10-741 ci in STORAGE F- 1 10-7 CO • 1 0 • I 0 --5'-10"-- 11'-10" 11'-10" UNE OF FLOOR ABOVE --5' 10" -- -5' -4"-- 10' 10'-7" -5' 4" - BASEMENT FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 ROOF DECK BRANCH LINE " -MIN 6" -MAX N-BRASSUPRIGHT 1"x1/2"x1" TEE \\..1" PLUG FOR FUTURE CEILING SPRINKLER BRANCHLINE DETAIL w/UPRIGHT M -5E TJI SOLID WEB TRUSSES ROOF DECK J EXISTING BRANCH LINE 31 1" -MIN 6" -MAX EXISTING BRASS UPRIGHT —1"x1/2"x1"TEE REMOVE EXISTING PLUG AND ARM OVER TO NEW PENDENT SPRINKLERS (TYP) rREDIJCING COUPLING DROP GRID CEILING NEW ' VIKING' MODEL "M' OR RECESSED PENDENT T.I. BRANCHLINE DETAIL w/UPR IN VOID TJI TRUSSES & PENDENT M-5F.dwg FIG. 909 SWIVEL SWAY BRACE FITTING 14"x 0-3" LAG SCREW BRACE PIPE FIG. 1000 "FAST CLAMP"® SWAY BRACE ATTACHMENT LATERAL EARTHQUAKE BRACE IA9g@ NON -THREADED BRACE PIPE TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) 3/8" A.T.R COMPOSITE WOOD JOIST (TJI) `•SAMMY SCREW GST -20 GST -30 „-2(1" 4 2PIPE)E) PIPE RING LINE HANGER DETAIL TYPICAL J/Z"x 0-3" LAG SCREW TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP"® FIG. 909 N0 -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE 3" MAX 4 WAY EARTHQUAKE BRACE TOLCO FIG. 907 J LATERAL/LONGITUDINAL EARTHQUAKE BRACE i LONGITUDINAL EARTHQUAKE BRACE 14"x 0-3" LAG SCREW BRACE PIPE Ul!A.Sul5l1 NON -THREADED BRACE PIPE F0FORCES PARALLEL TO TJI JOISTS 1. 2x_ Douglas fir or southern pine no. 2 or better with ten 12d (3)/4") common (16d sinker) nails 2. Brace and attachment to 2x_ block per NFPA 13 3. Optional 2x_ for larger seismic loods (Required on 6" or Larger) * Do not use this detail for loads perpendicular to the joist * Make connection in top half of block, centered at least 4" from the end of the block * The direction of the wood grain in the block is approximately parallel with the broce EQ3 Gap 1" minimum D" maximum Gap Brace must be in a plane parallel with the joist 1" minimum D" maximum Section A -A ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) BLOCKING CONDITION ANGLE TO VERTICAL (a) 30' 45' 60' 2x_ on one side 440 620 ' 760 2x_ on both sides 520 730 900 * The loods in the table 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). * The forces include a 1.33 duration factor adjustment. EQ4 FOR FORCES PARALLEL OR PERPENDICULAR TO TJI gOISTS 1. 3/4' x 6" x 12" plywood each side of TJI wgb 2. No. 6 x 2" long (minimum) drywall screw (6 each side) 3. Washer 4. Swivel sway brace fitting (equivalent to TOLCO Incorporated Figure 910 or Figure 911) 5. Y2" diameter bolt ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) ANGLE TO VERTICAL ( a ) 30° 45° 60° 450 620 690 * The loads in the table are based on the controlling connection to the joist. * The forces include a 1.33 duration factor adjustment. 0 18'-0" 13'-0" 13'-O" UNE OF FUOR ABOVE tUN 1 ^ 134 r-rsk/ /O \ N 114 9-8 3-4 114 13-0 114 -6'-0"--- 0 -6'-0"-- 0 0 12-0 12'-0" (73 0 12-0 '142 0 2'RL'--ino 12'-0" - ----6'-2"--- GL 5x21 CD 0 I 0 12-0 9-11 FLOOR CONTROL ALVE (SEE DETAIL) 12-0 ��i+�C° Q� O GL 5x21 114 9-10 12 0 0 12-0 12'-0" FUTURE OFFICE TENANT SPACE 11( 12-0 12'-0" 14" TJI 0 1610.C. MECH E C MAJN134 14 114 8-7 9-10 ti Cs) GL 5x21 12-0 ELEVATOR e - 141 5-411 0 10'-0" 9-1141 GL 5x21 12-0 GL 5x21 CO 0 --5' 0" / 9'-1 " 114 9-141 / 114 -cQ 2 RESTROOM \ / 11-4 114 3-:1.: Up 8-10 1 - 634- ® / 7-0 STAIRS 0 I fir} 30 8-1131 114 1/ 8-1111 1-311 134 0 10-0 114 1-1131, 134 (JAR & PEND N rc 1141 / h `K."-1011 —7( (0 I 9 in 9-111 12'-0" 114 1 7-6 (.0 12-0 5x21____._a; 18-014 -STAIRS- 7- up I 0 10-0 141 1-1151 3044 c I 0 UNE OF FLOOR ABOVE 4-7' (u G,o 1 -6" 9' 0" 10'-0" 0 I 0 4 -0" 0 0 LEVEL 1 FIRE PROTECTION PLAN For "A" Dimension: 1. Determine distance from face of tee to finished ceiling. 2. Round to nearest 1/2" 12,7 mm) between 1-1/2" 1 219 mm). NOTE: Deflector will be located approximately 3-7/16" (87,3 mm) below ceiling with 1" (25,4 rnm) upward and 1" (25,4 mm) down- ward adjustment available. A Finished Ceiling 1-1/2" (38,1 mm) diameter 1 FriJ. Minimum ceiling hole diameter: 1-3/4" (44,5 mm) Maximum ceiling hole diameter: 2-1/4" (57 mm). 3-1 16" 13/16" (20,6 mm) 77,8 mm Sleeve finish matches escutcheon. 2-7/16" Minimum II Deflector at Minimum Distance Below Ceiling 4-7/16" (112,7 mm) Maximum Deflec or at Maximum Distance Below Ceiling Note: To locate deflector at minimum distance be- low ceiling, with no upward adjustment available, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) shorter than "A" dimension. Note: To locate deflector at maximum dis- tance below ceiling, with no downward adjustment avail- able, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) longer than "A" dimension. Viking Quick Response Adjustable Standard Dry Pendent Sprinkler with up to 2" (50,8 mm) of adjustment available. For "A", Dimension: 1. Determine the distance from face of tee to finished face of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately 4-1/4" (108 mm) from wall with adjustment available. vyfirm Minimum wall opening Maximum wall opening Viking Quick Response Finished Ceiling Finished Wall 4" (102 mm) Minimum 6" (152 mm) Maximum illhillirliti/2" (712,7 mm) 13/16' finish of escutcheon. I L Sleeve diameter: 1-1/2" (38,1 mm). Sleeve finish matches (20,6 mm) Deflector at Minimum Distance From Wall Deflector at Maximum Distance From Wall NOTE: To locate deflector at minimum dis- tance from wall with no adjustment available, order the standard Quick Response Dry Horizontal Sidewall sprinkler 1" (25,4 mm) shorter than "A" dimension. NOTE: To locate deflector at maximum distance from wall with no adjustment available, order the adjustable standard Quick Response Dry Horizontal Side- wall sprinkler 1" (25,4 mm) longer than "A" dimen- sion. Adjustable Standard Dry Horizontal Sidewall Sprinkler 08384 (SIN VK178). Ceiling Opening Size: 2-1/2" (63.5 mm) maximum 2-1/8" (54 mm) 2" (50.8 mm) Maximum -1/8" (28.6 mm) Minimum Viking Quick Response Pendent Sprinkler 06662B (VK302) NPT 2-11/16" HSW Sprinkler 12121 (VK305) 2" (50.8 mm) Maximum 'VIKING' Viking Quick Response Upright Sprinkler 06662B (VK300) Installed with a standard 1/8" (3.1 mm) surface -mounted escutcheon Wall Opening Size: 2-5/16" (58.7 mm) minimum (52.4 mm) Minimum Maximum Installed with a Microfast Model F-1 Adjustable Escutcheon * Note: at maximum, adaptor is exposed 1/2" (12.7 mm) from face of wall Viking Horizontal Sidewall Sprinkler (VK305 or VK319) SPRINKLER LEGEND 28 1 42 188 (1 /2",K=5.6) HEAD1 -VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. (on Drop) HEAD6B-VIKING VK1 76 QR CHROME DRY PENDENT -155 DEG. HEAD8-VIKING VK300 QR BRASS UPRIGHT -200 DEG. SIDE1-VIKING VK1 78 QR CHROME DRY HORIZONTAL SIDEWALL-155 DEG. SIDE3-VIKING VK305 BRASS QR HORIZONTAL SIDEWALL-1 55 DEG. TOTAL SPRINKLER THIS PROJECT LU <0 0 CC o co 0 !!z c6 o CN CL 6 - DZ Protection cc ro -J Date: 09/09/2010 REVISIONS DESCRIPTION HMS CORPORATION cn CC w- cNi co 0 0 INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL 206-575-4439 00 00 STANDARD -o LLJ 0 LLJ 4—WAY EARTHQUAKE BRACE PIPE HANGER FIRE DEPARTMENT. CONNECTION WA. STATE LEVEL 3 STAMP FP -2.0 File: DRA PROFESSIONAL CENTER c L) 0 0 0 -4- 18'-0" UNE OF FLOOR ABOVE 0 0 1u m 0 / 2-6 •- o 0 I 6-0 FUTURE OFFICE TENANT SPACE 114 6-0/ CO o• ' 1 12-0 GL 5x21 18'-O" UNE OF FLOOR ABOVE 18'-0" o CO 10' -0" / 0 10-0 0 - GL 5x21 0 13-0 10'-0" 2'-6' r, I 0 co CD 0 0 m 12-0 CO I 114 to 12-0.n.' , 2J4JQ Q GL 5x21 9-10 / 111 11'-0" 6' -0" -- UNE OF FLOOR ABOVE - I � �O ' JQ PSL 5x18 DB eimmirerrrrrr U U 13 ' ,1 12-0 114 0 O co 1 • 0 9-11 FLOOR CONTROL VALVE (SEE DETAIL) 114 (0 1 • 0 9-11 �O ti GL 5x21 0/4-211 UP UP 4 µJ O• LPi ©/3�i C 4-011 IiI 1 2-10 ® 1 / s1 PSL 5x18 1 1-0 / 114 0 8-7 / 12 —3"-- —8' 0'1- -51-9''— LEVEL 2 FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 0 0 14 9-10 GL 5x21 12-0 CO ▪ I 0 iJQ 0 1u oI 4- 6-0 1 FUTURE OFFICE TENANT SPACE 11-014 0 2-6 CD 0 GL 5x21 9-1 1 ME H WGNf.114 1 1 7-714 AT*0 GL 5x21 C-1 114 (Z-� 10-0 ' <c 1-1114 4 JQ a' 114 10'-O" --5' —0"-- l 4 - LOBBY r(--3 5-10 rco co UP STAIR� GL 5x21 I o 1737-77/ O 4-7 ® 0 13-3 13'-3" 1 13-3 0 I GL 5x21 CO --6'-6"-- '- 1 4 0 m (0 I 14' TJI CO 16' O.C. 114 10-0 10-0 FUTURE OFFICE TENANT SPACE I 'SL 5x18 10-0 0 0 I 0 r 4'-52" 10'-0" 0' 0" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) WHITE TPO ROOFING SYS -EM OVER RIGID INSULLATIO SLOPED TO DRAIN OVER SHEATHING AND FRAMING PER STRUCT. EXTERIOR 1111 N VELOPE EQUIRED 3 —. T Q \ r r Imo. ■ lfl 0 WET SYSTEM o I Ira" I S a I I va� I 11 FI?ICL© fft&— _r■ -XTERIOR ENVELOPE REQUIRED R -VALUE: JNCONDITIONED SPACE= NO CEILINGS INSTALLED UNDER SHELL CONTRACT -EXTERIOR ENVELOPE REQUIRED ALUMINUM CLAD BEAM @ OPEN FRAME DRY PENDENT SPRINKLERS FOR BLDG OVERHANG PROTECTION R 19 ALUMINUM CLAD BEAM lE EF 10 SEE STRUCTURAL PLANS FC FOUNDATION INFORMATION ELEVATION SECTION BB SCALE: 1 /8"=1 '-0 COMPOSITE WOOD (JOIST (TJI) 3/8" A.T.R- SAMMY SCREW GST -20 (1"-2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL MAXIMUM DMANCE BETWEEN HANGERS (FT. -IN) 1X" 111" 2" 211" 3" 4" 6" STEEL PIPE- 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-C LIGHTWALL STEEL 12-0 12-0 12-0 12-0 12-0 12-0 FIRE SPRINKLER SYSTEM HANGER LOAD WEIGHT FILLED WITH WATER * AN ADDITIONAL 250 LBS LOAD TO BE APPLIED TO ANY SINGLE HANGER POINT AS REQUIRED BY NFPA-13 9.2.1.3.1 (2002) SIZE -TYPE- SPACING -LOAD PER HANGER 1" SCH-40 @ 12'-0" OC 25 LBS 134" SCH-40 @ 12'-0" OC 35 LBS 114" SCH-40 @ 15'-0" OC 54 LBS 2" SCH-40 @ 15'-0" OC 77 LBS 214" SCH-10 @ 12'-0" OC 71 LBS 3" SCH-10 @ 12'-0" OC 96 LBS 4" SCH-10 @ 12'-0" OC 142 LBS 6" CCH 10 ® 12' 0" OC 277 LBS Hydraulically Calculated System This system as shown on SPRINX FIRE PROTECTION company print no FP -3.0 1 dated 8/26/201 o for at DRA PROFESSIONAL 1 contract no 120749 is designed to discharge at a rate of 0.15 GPM (Lmin) per sq ft (m2) of floor area over a maximum area of 1500 I sq ft (m2) when supplied with water at the rate of 295.9 1 GPM (L/min) at ( 81.84 psi (bars) at the base of the riser Hose stream allowance of i 250 GPM (L/min) is included in the above. Occupancy Classification !RDINARY HAZARD GP -11 Commodity Classification [N/A Maximum Storate Height N/A Installed By: SPRINX FIRE PROTECTION UNE OF ROOF ABOVE UNE OF ROOF ABOVE FUTURE OFFICE TENANT SPACE GL 5x12 UNE OF REMOTE AREA GL 5x12 FUTURE OFFICE TENANT SPACE 9-7 MECH/E'EEC/MNNT. � P1 '(7-714 ll, 00c ,h � 2 C21� RESTROOM -4/ 9-1114 /-ti ill 1 12 -411 L.:3,-1,(� 03 GL 5x12 GL 5x15 ��'� `° �. 1u --t- 114 0. LEVATOR GL 5x12 FUTURE OFFICE TENANT SPACE 10 -OL 5x12 't J 3-0 LEVEL 3 FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 For "A" Dimension: 1. Determine distance from face of tee to finished ceiling. 2. Round to nearest 1/2" 12,7 mm)between 1-1/2" 38,1 mmand 48" 1 219 mm). NOTE: Deflector will be located approximately 3-7/16" (87,3 mm) below ceiling with 1" (25,4 mm) upward and 1" (25,4 mm) down- ward adjustment available. �ioiij 1110 =MINI A Finished Ceiling 1-1/2" (38,1 mm) diameter Minimum ceiling hole diameter. 1-3/4" (44,5 mm) Maximum ceiling hole diameter 2-1/4" (57 mm). 3-1/16" 13/16" (20,6 mm) 77,8 mm Sleeve finish matches escutcheon. ■r =tamLL \N__W/7/16" II (61,9 mm) Minimum II Deflector at Minimum Distance Below Ceiling 4-7/16" (112,7 mm) Maximum Deflector at Maximum Distance Below Ceiling Note: To locate deflector at minimum distance be- low ceiling, with no upward adjustment available, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) shorter than "A" dimension. Note: To locate deflector at maximum dis- tance below ceiling, with no downward adjustment avail- able, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) longer than "A" dimension. Viking Quick Response Adjustable Standard Dry Pendent Sprinkler with up to 2" (50,8 mm) of adjustment available. For "A" Dimension: 1. Determine the distance from face of tee to finished face of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately 4-1/4" (108 mm) from wall with 2" 1+/- 1" (25,4 mm)] of horizontal adjustment available. ` 0111111 A IIIIIIIIIIIlIIIIIIIIIIIlIIIIIIIIIIIIIIIIIE Minimum wall opening diameter. 1-3/4" (44,5 mm). Maximum wall opening diameter. 2-1/4" (57 mm). Finished Ceiling Finished Wall 1 4" (102 mm) Minimum 6" (152 mm) Maximum •� ...i I1P 1/2" (12,7 mm) 3-1/16" (77,8 mm) 13/16" (20,6 mm) LSleeve diameter. 1-1/2" (38,1 mm). Sleeve finish matches finish of escutcheon. Deflector at Minimum Distance From Wall Deflector at Maximum Distance From Wall NOTE: To locate deflector at minimum dis- tance from wall with no adjustment available, order the standard Quick Response Dry Horizontal Sidewall sprinkler 1" (25,4 mm) shorter than "A" dimension. NOTE: To locate deflector at maximum distance from wall with no adjustment available, order the adjustable standard Quick Response Dry Horizontal Side- wall sprinkler 1" (25,4 mm) longer than "A" dimen- sion. Viking Quick Response Adjustable Standard Dry Horizontal Sidewall Sprinkler 08384 (SIN VK178). Ceiling Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (6(352.54-1mm) maximum /8" mm) 2" (50.8 mm) Maximum -1/8" (28.6 mm) Minimum Viking Quick Response Pendent Sprinkler 06662B (VK302) 1/2" / (15 mm) -1 NPT 2-11/16" (66.3 mm) HSW Sprinkler 12121 (VK305) Installed with a standard 1/8" (3.1 mm) surface -mounted escutcheon 2" (50.8 mm) Maximum 'VIKING' Viking Quick Response Upright Sprinkler 06662B (VK300) Wall Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum 2-1/8" (54 mm) (52.4 mm) Minimum (66.7 mm) Maximum Installed with a Microfast Model F-1 Adjustable Escutcheon * Note: at maximum, adaptor is exposed 1/2" (12.7 mm) from face of wall Viking Horizontal Sidewall Sprinkler (VK305 or VK319) w Z w U= • < 0 Z CO • W C>7 - r co W �-i- < �S • � J IZLo � c52) 0,9 p H- N w h 0 0 V M a0 a` mr,^00 Z cO co M 4000g • as M r7 o Q N N C o '0 LI- n 0- --.4" O v 0 1- o m U 0 o 0 o_ 0 0 0 L Date: ® 28 • 14 ® 142 41 2 ® 2 188 (1 /2",K=5.6) (1", K=5.6 ) (1 /2",K=5.6) (1", K=5.6 ) (1 /2",K=5.6) SPRINKLER LEGEND HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. HEAD6B-VIKING VK176 QR CHROME DRY PENDENT -155 DEG. HEAD8-VIKING VK300 QR BRASS UPRIGHT -200 DEG. SIDE1-VIKING VK178 QR CHROME DRY HORIZONTAL SIDEWALL-155 DEG. SIDE3-VIKING VK305 BRASS QR HORIZONTAL SIDEWALL-155 DEG. (on Drop) TOTAL SPRINKLER THIS PROJECT DESCRIPTION H CD Lir ce INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL Lcl 0 0 0 LLI CO 0 LLJ CN 4—WAY EARTHQUAKE BRACE PIPE HANGER LLJ LJJ UJ WA. STATE LEVEL 3 STAMP File: DRA PROFESSIONAL CENTER II RIM 39.25 18" IE 18" 1E OFJT 34,,3'5 2 / , SAWCJT &,PATCH PER STAND ' ,/DETAIL RS/ -0 - 111 /34.45' - I SSMH RIM 58.75 IE 50.05 5=0.06419 MH to MH SAN CRosSIN'c SEWER IE ,53.0 SAN ,. ST0 7 JE J 7�- STA, 10+ 941 -fly, U L 1 FOUND PK 6" CLEANOUT - 0.04E & 1.49 -& IE 34.52 OF CALC. POS 2 SD CS! SDCB RIM, 41.91 18" IE OUT 38.26 STA 10+69,.7, 139.6' LT POINT OF CONNECTION FOR 24 LF 2.5" SERV9CE- LINE STA 10+6E1-5;4371' LT 1-4" TAPPING - TEE THRUST BLOCKING. SA WCU T & PATCH -PER STANDARD DETAIL RS- 03 w STA • • Ti z > VE S • I\ SSM 5 2ND RIM 35.38 w W \ IE 24.38 -w w -CONNECT T i s SE4 R 9;4 CONTRACTOR SHALL V .RIFY 4,410i INVERT ELEVATION AND ADJ GRADES AS NEC '41-C cn • • • •o I \ STA 11+10.7„ 15 SEWER STUB, IE- _ _. _ _ _CAP _& MARK 5' UTILITY ROOM FFE = 4222,____ ,-- STA .10+85.7, 132.0' LT 7 2" WA rgq _ MEIER_ PEPPER PROPOSED STD :DT WS -03 BUILDING STA 10+69.6, 87.8' (T--_ 1-4" 90' DI BEND THRUST BLOCKING STA 10+35.1, 67.4' LT - 1 -6" TAPPING TEE THRUST BLOCKING SAWCUT & PATCH PER STANDARD DETAIL RS -03 it .-_,f`,...,,1.d1 --FFE-=-59.5- - STA 10+92.6, 125.5' LT 27 LF 4" FIRELINE - - -CAP &-MARK- -5' FROM BLDG ' STA 10+92.5, 120.5' LT-'‘,, 2.7 LF 4" FIRELINE CAP` & MARK 5' FROM BLDG N ` • \,,,, \\\‘', ,•- \ ‘• __---___ _ - _ �- \ SDCB / RIM 31.81/ 18" 1E I1428.11 18" IE/OUT 27.91 / • • • • -W` • • • STA 1 s+81,1,-779.1' LT 15 LF DI 11 FIRE DEPARTMENT CONNECTION PER DETAIL (2/C2.0 10+ e FOUND PK NAIL dart 're .:' rc< 0.07'E & 0.45'S 1 nilb p:;j•, h i BM #1 SITE PLAN SCALE: 1"=20'-0" STORZ TYPE FIRE DEPT CONNECTION W/30' ELBOW NON -SWIVEL INCLUDE' KNOX FDC CAP 4" or 6" GALV 90° BEND 11 +00 • • STA 10+00 AT SW_ -PROPERTY, CORNER 4" TO 6" GALV STEEL i" 41-1-111-41111g 1-1 f 1il11i1111i1i11mU FLANGE x MJ OR MJ x MJ WITH . MEGA LUGS FIELD LOCK GASKETS SUPPLY AND DRY SIDES 3' 4' 1.,TIl.1.,;.II1_I1i-FllI i' 1" SADDLE TAP BALL DRIP CHECK VALVE ASSEMBLY CLASS 52 DI 4" MIN GEO FILTER FABRIC 1" TO 1-1/2" WASHED ROCK THURSTBLOCK SIZED TO SPEC FIRE DEPARTMENT STAND PIPE CONNECTION WITH STORZ 30° ELBOW FIRE DEPARTMENT CONNECTION N N N N • \ • • • • 1.+00 \\S 135TH S T\(N O T PEN) ) 1 , T , SANITARY SEWER & WATER PLAN SCALE: 1" = 20' FLOW TEST INFORMATION STATIC RESIDUAL FLOWING 120 PSI 20 PSI 6500 GPM LOCATION INTERURBAN & 53RD DATE OF TEST BY WHO UNKNOWN TUKWILLA FIRE DEPT. WALL MOUNTED POST INDICATOR VALVE W/TAMPER t [}RECTION OF FLOW THRUST BLOCK .(PER }1FNA 24) BACKFLOW DETAIL N.T.S. BACKFLOW DETAIL 2.5" 90 ELL ■In■ BASEMENT FLUOR eonrroL 4" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY BUTTERFLY LY VALVE w/TAMPER SWITCH 4' CHECK VALVE 2.5" 0 EXTERIOR 10" POTTER ALARM BELL To WeT •6‘151011 SUPPLY ICAO BOX 4" WILKINS DOUBLE CHECK ° .-<• BACKFLOW ASSEMBLY w/OUTSIDE WALL PIV 4- ALL CONTROL VAL.t/E Navy= TPMPE2 5wITC.14E5 , !, 4 , 4 A I 0 SLAB LEVEL d PIPE SLEEVE-/ THRU SLAB zt:LOIR,gAJCE AROUND I. Pr PE . PIPE SLEEVE 2 THRU SLAB U.G. PIPING RISER DETAIL N.T.S. RISER DETAIL \ 10 20 .... 40 VERTICAL DATUM ASSUMED 70.0' AT SOUTH PROPERTY CORNER BM #1: PK NAIL ON CENTERLINE OF 53RD AVE S AT SOUTH PROPERTY LINE ELEV 70.00 BM #2: PK NAIL ON CENTERLINE OF 53RD AVE S AT NORTH PROPERTY LINE ELEV 40.69 without Comments As Noted in Red Per The Attached Letter .se plans have been reviewed by The Tukwila Fire e:ntlon i•3l.re,au for conformance with current City /dards, P :ceptance is subject to errors and ; Ilssions which do no authorize violations of adopted :Indards and ordinances. The responsibility for the u quacy of design rests totally with the designer. ' 1lditions, deletions or revisions to these drawings after i ;Its tite will void this acceptance and will require a ;`esubmittai of revised drawings for subsequent approval. riinal acceptance is subject to field test and Inspection by ( rIe Tukwila Fire Prevention Bureau. By: /,-)1( UNDERGROUND NOTES: 1) ALL UNDERGROUND BY OTHERS. Contractor to be State Licenced and Certified to install Underground Piping Per WAC 212-80. 2) Pipe type and class to meet Local Jurisdiction Approval. 3) All underground piping shall have a Minimum 3'-0" Bury. 4) All underground piping shall be UL Listged and/or FM Approved for Fire Protection. 5) All underground piping shall be rodded and/or blocked in accordance with the specifications and NFPA 24. 6) All underground piping shall be Hydrostatically tested at not Tess than 200 PSI for two hours in accordance with NFPA 24. 7) All underground piping shall be flushed in accordance with NFPA 24. Flow the required rate until water is clear as indicated by no collectioin of foreign material in burlap bags at outlets. 10" - 2,400 GPM 12"-3,520 GPM 4" - 390 GPM 6" - 880 GPM 8" - 1,560 GPM 8) All underground installation and testing to be witnessed by the local authority having jurisdiction. Notes: 1. SYSTEM TYPE: WET SYSTEM THROUGHOUT 2. CONSTRUCTION TYPE: COMBUSTIBLE, OBSTRUCTED 3. SPRINKLER SYSTEM DESIGNED, INSTALLED, BRACED AND TESTED PER NFPA-13. 4. ALL MATERIAL SHALL BE NEW AND U.L. LISTED AND F.M. APPROVED. 5. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE CONTRACTORS & OWNERS RESPONSIBILITY TO INSULATE WET SYSTEMS PROPERLY & TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVE CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 6. SPRINX FIRE PROTECTION SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 7. ALL ELECTRICAL,, PAINTING FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 8. PIPE SIZING PER NFPA-13, SYSTEM HYDRAULICALLY CALCULATED. .9. EARTHQUAKE BRACING PER NFPA-13. 10. ONLY NEW SPRINKLERS SHALL BE EMPLOYED IN THE INSTALLATION OF THE SPRINKLER SYSTEM. 11. A STOCK OF SPARE SPRINKLERS OF E4CH STYLE, TYPE,AND. TEMP. RATING ALONG WITH A SPRINKLER HEAD WRENCH SHALL BE LOCATED AT THE MAIN RISER. 12. ALL MAIN PIPING 2Y2" - 4" IN SIZE TO BE ALLIED DYNAFLOW THINWALL PIPE. ALL MAIN PIPING TO HAVE GROOVED FITTINGS WITH WELDED OUTLETS 13. ALL LINE PIPING 1" 2" IN SIZE TO HE SCH-40 PIPE, WITH CAST OR DUCTILE IRON THREADED FITTINGS. 1. 14. SYSTEM DESIGN PER ORDINARY HAZAF�D GROUP 1. 15. LINE PIPE HANGERS TO BEM=AIL , ROD AND ,RINGS. 16. MAIN PIPE HANGERS TO BE _ , ROD AND RINGS. (SEE HANGER DETAILS) 17. SPRINX FIRE PROTECTION WORK TO BEGIN AT UNDERGROUND FLANGE WITHIN SPRINKLER ROOM 1'-0 ABOVE FINISH FLOOR. r TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL FAST CLAMP RISER RACE .,1 h) 11„J k*D-cok4K,I V(1 Vt.rSIy'+S p h h+-ecANhit..•w( Woir . citoors. --E*61•)"'" b{1I(54-101,4, 'I-8 -C-c4u.. V O t d.cy'• access. I UKWILA FIRE DEPARTMEN I Pi -ase call: 575-4407 and. give this job ,� oi S bSL( :vid exact address for shut. VICINITY MAP PAI TUKWILA Sprinkler Head Schedule ,_ Symbol Count Thread K -Factor Description Note 0 75 1 /2" 5.6 HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. on Drop 0 13 1" 5.6 HEAD7-VIKING VK176 OR CHROME DRY PENDENT -155 DEG. ® 170 1/2" 5.6 HEADS -VIKING VK300 QR BRASS UPRIGHT -200 DEG. 1 15 1/2" 5.6 SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. 275 = Total Number of Heads TOTAL WET SYSTEM 0 1- 0 Lt Lu LU D • 0 izb 0 Date: 09/09/2010 cn DESCRIPTION Ant of-KAtR y SmtLe'S T.= HMS CORPORATION -J ILU 0 0 CO 0 FIELD INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL 206-575-4439 STANDARD SYMBOLS 0 0 LJ CO LLI Ca >- CO LLJ Cr PIPE HANGER FIRE DEPARTMENT CONNECTION 1 • WA. STATE LEVEL 3 STAMP 011 IRE SCALE: 1/8" = FP 1.0 File: DRA PROFESSIONAL CENTER CEl C 2 B BASEMENT FIRE PROTECTION PLAN SCALE: 1 /8"=1 '- ROOF DECK 1 " -MIN Tz' 6 -MAX BRASS UPRIGHT *1114 BRANCH LINE 1"x1/2"x1" TEE 1" PLUG FOR FUTURE CEILING SPRINKLER BRANCHLINE DETAIL w/UPRIGHT M -5E TJI SOLID WEB TRUSSES D E ROOF DECK -� EXISTING BRANCH LINE se rRED LING COUPLING I" -MIN • 6" -MAX EXISTING BRASS UPRIGHT I"xl/7k1"TEE REMOVE EXISTING PLUG AND ARM OVER TO NEW PENDENT SPRINKLERS (TYP) DROP GRID CEILING NEW' VIKING' MODEL "M" QR RECESSED PENDENT T.I. BRANCHLINE DETAIL w/UPR IN VOID TJI TRUSSES & PENDENT M-5F.dwg FIG. 909 SWIVEL SWAY BRACE FITTING FIG. 1000 "FAST CLAMP"® SWAY BRACE ATTACHMENT LATERAL EARTHQUAKE BRACE lA!ASlSIrJ NON -THREADED BRACE PIPE TYCO RISER MANIFOLD W/: (i) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) Hydraulically Calculated System This system as shown on SPRINX FIRE PROT. company print no FP -2.0 dated for REMOT- E AREA 2- LEVEL 1 32/21/11 at DRA PROFESSIONAL contract no 20749 is designed to discharge at a rate of 0.15 I GPM (Lnlin) per sq ft (m2) of floor area aver a maximum area Of 1500 with water at the rate of at 64.41 sq ft (m2) when supplied 330.9 GPM (Lamin) psi (hors) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Ciassification Maximum Storate Height - 250 GPM (L/min) ORDINARY HAZARD GP -1 IN/A N/A Installed By: SPRINX FIRE PROTECTION 18'-0" 18' 0" 18'-0"- 18'-0" W'x 0-3" LAG SCREW TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP"® 3" MAX 4 WAY EARTHQUAKE BRACE TOLCO FIG. 907 lO gO LATERAL/LONGITUDINAL EARTHQUAKE BRACE FIG. 909 N0 -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A /I PIPE CLAMP FOR SWAY BRACE LONGITUDINAL EARTHQUAKE BRACE )4"x 0-3" LAG SCREW BRACE PIPE liothd NON -THREADED BRACE PIPE O O 13'-0" LINE OF FLOOR ABOVE 13'-0" co 1 '�/� r'* .\''L �,O i 4 M 111 'a....._.... errorwzozrrr 1 �mn .i 1��•i i `,1_e.serees ird `. �' ► ...� �im1�1OJA■ii 1 1!1■111 1:■ ■ 1 smiarg �■�� _' � %��r :' %�■ice_' �■� �'' Q O 11111111111111111111111011111111111 1r ►=:ep.elle-l...mia'F-imsest�eeeeesr • r mismilirmissin 10 Ell 111111111111111111111110151L 111111111/11111111111112NIE o rIIIRMNBE.a)/SEIIIIIIIIIfAPIIIIINPUltimikurtm rismnarammleviiiiiimi IMMItll`E<i �1� 41 1St iiia; M. ..■Ami 111111111 'w.e►.,e nr.. a i...r. ,n nMI illiblifill um (IN n ,.� ii E100■■■111 ■ 0 11■■■■111 1111111111971 11111111111111111111111i 101 ingammommimmi ii'1wi_i'___Ifni ' ��Ys aii■t2-o■iii A 5x21,. - 3°80: Elm 01110111311111111111111111 inentorilm.M11 Oil y u. lnI "41111111111111111111111 i11111111■11111I 11111:110% ■i■11■1Air OD M6'-10" imam Umxazrr* W �� t�,� P1 "I^ 3-11 ■rte■ ° r� ■�a�d'i� %y,1 '. o� .� lrsreaear.s�ee. +•1. 4 /,114�ri � L�ii 0 r- oom 3"-0 r: ITR CO TROL a ur 11111111111111111‘11 '� (SEE DETAIL' �� r<--- - c.= il= 11111111 �sk■ IC BE .� 8 1N! X10^ 0»�w '- 0 r 11-4 N}I Mkt am».-��_e � - �� ■ rel '°iv �. 111111111- 11 �M■ ■ r! 1ek1• r 411111 _P E ! 0 STAIRS STAIRS 11r->•>A•1L .r i1t--1.1 C-•Pa.rwsl.r1I � 1 Es piam lenettaadatfdeit4..W1 ,,,,:r: o� a�� lr Ililin :6;,..,- 1■�i; itgEEg III - __I__1111111:WwWw1li. ./, ,• A 4 ODS... 1 0-6 UNE OF FLOOR ABOVE 3'-01" -8' 62 UNE OF FLOOR ABOVE GL.5x2 --5' -102 0 i 0 03 0 f(/) w a- 0 U Z 0 w J Z 0 (1) W w N O O COop ON aD m • oooq a0 oo M M U • Q N N 8 • L L CL a_ ▪ -= a LT) CP 0 Protection O N 0) 0 0 0 Date: 09/09/2010 V) 0 DESCRIPTION ANGOLKAR4SMILES T.I. -LEVEL 1 FIRE PROTECTION PLAN SCALE: 1 /8"=1 -0 3/8" A.T.R-" COMPOSITE WOOD JOIST (TJI) `SAMMY SCREW GST -20 (1"-2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL FOR FORCES PARALLEL TO TJI JOISTS 1. 2x_ Douglas fir or southern pine no. 2 or better with ten 12d (3Ya") common (16d sinker) nails 2. Brace and attachment to 2x_ block per NFPA 13 3. Optional 2x_ for larger seismic loads (Required on 6" or Larger) * Do not use this detail for loads perpendicular to the joist * Make connection in top half of block, centered at least 4" from the end of the block * The direction of the wood grain in the block is approximately parallel with the brace EQ3 Gap 1" minimum 0" maximum Brace must be in a plane parallel with the joist Gap 1" minimum 0" maximum Section A -A ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) BLOCKING CONDITION ANGLE TO VERTICAL (a) 30' 45' 60' 2x_ on one side 18' 0" 18 1111111141 IP !" 18'-0" isetie 520 18'-0" 1 900 1.1 ir4 7, ill* ggal 13 1" 5.6 S B 170 1/2" 5.6 HEADS -VIKING VK300 QR BRASS UPRIGHT -200 DEG. IP 44 TRASH AREA IIII OP 5.6 SIDE1-VIKING VK178 CHROME DRY HORIZONTAL SIDEWALL-155 DEG. 40 o\1!r:Milli if) 4).�` a 01.1.. 5.6 SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. 275 = Total Number of Heads TOTAL WET SYSTEM --5' 7i" IF I. LOODIN AREA hb -_ r(j li 1k� " 10'-7" 4" FLANGES 10 ' 10'-7" - 10' 7" 10' 7" 1'0"TO1'6" AFF 1'-0' --5'-3" + .� I C% -67.-1 ' 7 irlieli r...sa s*� erf+•1! �.�.,•swsssi �� ileeliPliggietigairainimhaiWgiiini m t 1X0, p` O 4� � �� ttkk;� k Sx' \� \\\ 1 ` OVERHEAD DOOR. • h tai 11 1H FLOOR CONTROL VAI. >? SEE RISER DETAIL ) •� 1 1 N O .- I SUPPLY 4 Iia g• - \Y i jC O` 4 E nx f INLIVI7.ilf srriNf -,-,-,-,- ,. 2 \� �►� 1 \� I 00 SEE SITE PIAN FOR ^ ,- �i 1 I-7 10-7 1 ,o 1-10 a "�" i 10-7 o ,o 10-7 2 ^ o 0-6 ® Pi 0 UNDERGROUND DETAILS /� 4-9 ,0 I DD 0 g00 ELECTRICAL ROIIt a. �' NO CEILINGS 9 -2 G,0 INSTALLED UNDER SHELL CONTRACT ro� \' cV `� �'-�" 6-7 eYti' a�' '- 1' -0„ 2 y�' h •� cl 2 \�' 114 114 \�� l Y4 !a�- 1 aoaas.r �t� aP7� 8. j 10-7 2 10-7 ��10-7 '` 10-7 2 R BOB: 8'-1014" GL 5x21 0-6 ' 1: - I e 1� �!lriYi�ls� L 5x21 `L �.wi - BOB:808: 8 -1014" `. ,'.�� gsi - 1 <t -ten „ 9r �� I 1" �NaQ� 0(1' '' � o/ ° �^ 114 \. , ,, 12 ^ . 114 \. 1 =� I•I 134 01 1H 11-10 5 11 II , 0) 4-4 \� 10- \� UO -7 ser. `con ^ p STORAGE a� 1 AUX DRAIN VALVE O_ I 11-10 .I 1 _c , �� 1 f d �� i/1 Li. Q�1� N �`, , all ,� �� / STORAGE O 1 t '-��, "�gae - / N 1 �. `� ` ,n �� 1 II it , SED O `� SUPERVISED SHUT-OFF VALVE NO HIGHER THAN V-0' AM 1 TANK 1 QCT a- O 1 D� ESC, O 1 102 Ff''‘‘12‘. ff - N/1 ® E ' ONTROLLE-jl� O 1)( .10- (� 4-4 \\� .�. 10-7 I. - - �" ��F NI- d a " 1St 4� 1 �� `° �."„" 1)4 1►V\ 114 �� o41 `i. co 11-10 <0 11-10 ELEVATOR R001 -0" 11=111711:111=11=111:1111011211:111:1111111111:1111=111taoomo----- 7r�ra� oa000e2e KINEMSIBISENSMIERNSINEENEMEINISIEMENEMEIFINOMMEIffiniingirriNENCINNEYNMENIEM17Wrllar�as -- moon etsloolaotrsoeol aI ',10'-;" 4" 10'-7" --5' - 11'-10" 5' 10"-- --5'-4"--- 0 --5'-10"--- 11'-10" LK OF FLOOR ABOVE C 2 B BASEMENT FIRE PROTECTION PLAN SCALE: 1 /8"=1 '- ROOF DECK 1 " -MIN Tz' 6 -MAX BRASS UPRIGHT *1114 BRANCH LINE 1"x1/2"x1" TEE 1" PLUG FOR FUTURE CEILING SPRINKLER BRANCHLINE DETAIL w/UPRIGHT M -5E TJI SOLID WEB TRUSSES D E ROOF DECK -� EXISTING BRANCH LINE se rRED LING COUPLING I" -MIN • 6" -MAX EXISTING BRASS UPRIGHT I"xl/7k1"TEE REMOVE EXISTING PLUG AND ARM OVER TO NEW PENDENT SPRINKLERS (TYP) DROP GRID CEILING NEW' VIKING' MODEL "M" QR RECESSED PENDENT T.I. BRANCHLINE DETAIL w/UPR IN VOID TJI TRUSSES & PENDENT M-5F.dwg FIG. 909 SWIVEL SWAY BRACE FITTING FIG. 1000 "FAST CLAMP"® SWAY BRACE ATTACHMENT LATERAL EARTHQUAKE BRACE lA!ASlSIrJ NON -THREADED BRACE PIPE TYCO RISER MANIFOLD W/: (i) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) Hydraulically Calculated System This system as shown on SPRINX FIRE PROT. company print no FP -2.0 dated for REMOT- E AREA 2- LEVEL 1 32/21/11 at DRA PROFESSIONAL contract no 20749 is designed to discharge at a rate of 0.15 I GPM (Lnlin) per sq ft (m2) of floor area aver a maximum area Of 1500 with water at the rate of at 64.41 sq ft (m2) when supplied 330.9 GPM (Lamin) psi (hors) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Ciassification Maximum Storate Height - 250 GPM (L/min) ORDINARY HAZARD GP -1 IN/A N/A Installed By: SPRINX FIRE PROTECTION 18'-0" 18' 0" 18'-0"- 18'-0" W'x 0-3" LAG SCREW TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP"® 3" MAX 4 WAY EARTHQUAKE BRACE TOLCO FIG. 907 lO gO LATERAL/LONGITUDINAL EARTHQUAKE BRACE FIG. 909 N0 -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A /I PIPE CLAMP FOR SWAY BRACE LONGITUDINAL EARTHQUAKE BRACE )4"x 0-3" LAG SCREW BRACE PIPE liothd NON -THREADED BRACE PIPE O O 13'-0" LINE OF FLOOR ABOVE 13'-0" co 1 '�/� r'* .\''L �,O i 4 M 111 'a....._.... errorwzozrrr 1 �mn .i 1��•i i `,1_e.serees ird `. �' ► ...� �im1�1OJA■ii 1 1!1■111 1:■ ■ 1 smiarg �■�� _' � %��r :' %�■ice_' �■� �'' Q O 11111111111111111111111011111111111 1r ►=:ep.elle-l...mia'F-imsest�eeeeesr • r mismilirmissin 10 Ell 111111111111111111111110151L 111111111/11111111111112NIE o rIIIRMNBE.a)/SEIIIIIIIIIfAPIIIIINPUltimikurtm rismnarammleviiiiiimi IMMItll`E<i �1� 41 1St iiia; M. ..■Ami 111111111 'w.e►.,e nr.. a i...r. ,n nMI illiblifill um (IN n ,.� ii E100■■■111 ■ 0 11■■■■111 1111111111971 11111111111111111111111i 101 ingammommimmi ii'1wi_i'___Ifni ' ��Ys aii■t2-o■iii A 5x21,. - 3°80: Elm 01110111311111111111111111 inentorilm.M11 Oil y u. lnI "41111111111111111111111 i11111111■11111I 11111:110% ■i■11■1Air OD M6'-10" imam Umxazrr* W �� t�,� P1 "I^ 3-11 ■rte■ ° r� ■�a�d'i� %y,1 '. o� .� lrsreaear.s�ee. +•1. 4 /,114�ri � L�ii 0 r- oom 3"-0 r: ITR CO TROL a ur 11111111111111111‘11 '� (SEE DETAIL' �� r<--- - c.= il= 11111111 �sk■ IC BE .� 8 1N! X10^ 0»�w '- 0 r 11-4 N}I Mkt am».-��_e � - �� ■ rel '°iv �. 111111111- 11 �M■ ■ r! 1ek1• r 411111 _P E ! 0 STAIRS STAIRS 11r->•>A•1L .r i1t--1.1 C-•Pa.rwsl.r1I � 1 Es piam lenettaadatfdeit4..W1 ,,,,:r: o� a�� lr Ililin :6;,..,- 1■�i; itgEEg III - __I__1111111:WwWw1li. ./, ,• A 4 ODS... 1 0-6 UNE OF FLOOR ABOVE 3'-01" -8' 62 UNE OF FLOOR ABOVE GL.5x2 --5' -102 0 i 0 03 0 f(/) w a- 0 U Z 0 w J Z 0 (1) W w N O O COop ON aD m • oooq a0 oo M M U • Q N N 8 • L L CL a_ ▪ -= a LT) CP 0 Protection O N 0) 0 0 0 Date: 09/09/2010 V) 0 DESCRIPTION ANGOLKAR4SMILES T.I. -LEVEL 1 FIRE PROTECTION PLAN SCALE: 1 /8"=1 -0 3/8" A.T.R-" COMPOSITE WOOD JOIST (TJI) `SAMMY SCREW GST -20 (1"-2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL FOR FORCES PARALLEL TO TJI JOISTS 1. 2x_ Douglas fir or southern pine no. 2 or better with ten 12d (3Ya") common (16d sinker) nails 2. Brace and attachment to 2x_ block per NFPA 13 3. Optional 2x_ for larger seismic loads (Required on 6" or Larger) * Do not use this detail for loads perpendicular to the joist * Make connection in top half of block, centered at least 4" from the end of the block * The direction of the wood grain in the block is approximately parallel with the brace EQ3 Gap 1" minimum 0" maximum Brace must be in a plane parallel with the joist Gap 1" minimum 0" maximum Section A -A ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) BLOCKING CONDITION ANGLE TO VERTICAL (a) 30' 45' 60' 2x_ on one side 440 620 760 2x_ on both sides 520 730 900 * The loads in the table 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). * The forces include a 1.33 duration factor adjustment. EQ4 FOR FORCES PARALLEL OR PERPENDICULAR TO TJI gOISTS 1. 3'4" x 6" x 12" plywood each side of TJI wpb 2. No. 6 x 2" long (minimum) drywall screw (6 each side) 3. Washer 4. Swivel sway brace fitting (equivalent to TOLCO Incorporated Figure 910 or Figure 911) 5. X" diameter bolt ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) ANGLE TO VERTICAL ( a ) 30' 45' 60' 450 620 690 * The loads in the table are based on the controlling connection to the joist. * The forces include a 1.33 duration factor adjustment. For "A" Dimension: 1. Determine distance tram face of tee to finished ceiling. 2. Round to nearest 1/2" 12,7 mm) between 1-1/2" 38,1 mm) and 48" 1 219 mm). NOTE: Deflector will be located approximately 3-7/16" (87,3 mm) below ceiling with 1" (25,4 mm) upward and 1" (25,4 mm) down- ward adjustment available. Finished Ceiling A 1-1/2" (38,1 mm) diameter Minimum ceiling hole diameter: 1-3/4" (44,5 mm) Maximum ceiling hole diameter. 2-1/4" (57 mm). 3-1/16" 77,8 mm 13/16" (20,6 mm) - Sleeve finish matches escutcheon. ■i I■ MANE \■■►,/, 6" �� II(61,9 mm .Minimum II -_. Deflector at Minimum Distance Below Ceiling 4-7/16" (112,7 mm) Maximum Deflec or at Maximum Distance Below Ceiling Note: To locate deflector at minimum distance be- low ceiling, with no upward adjustment available order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) shorter than "A" dimension. Note: To locate deflector at maximum dis- tance below ceiling, with no downward adjustment avail- able, order the Adjustable Standard Quick Response Dry Pendent sprinkler 1" (25,4 mm) longer than "A" dimension. Viking Quick Response Adjustable Standard Dry Pendent Sprinkler with up to 2" (50,8 mm) of adjustment available. For "A" Dimension: 1. Determine the distance from face of tee to finished face of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately 4-1/4" (108 mm) from wall with 2' [+/- 1' (25,4 mm)] of horizontal adjustment available. aoilll wimp!' A 111111111111111 111111111111 111 11111111111 E Minimum wall opening diameter. 1-3/4" (44,5 mm). Maximum wall opening diameter. 2-1/4 (57 mm). nlshed Ceiling Finished Wall i 4' (102 mm) Minimum 6' (152 mm) Maximum 111P^"="--- ;Imiger 1 NI 1/2" (12,7 mm) 3-1/16' (77,8 mm) L. Sleeve diameter. 1-1/2" (38,1 mm). Sleeve finish matches (20, 13 16m'm) finish of escutcheon. Viking Quick Response Adjustable Standard Dry Horizontal Sidewall Sprinkler 08384 (SIN VK178). Deflector at Minimum Distance From Wall Deflector at Maximum Distance From Wall NOTE: To locate deflector at minimum dis- tance from wall with no adjustment available, order the standard Outck Response Dry Horizontal Sidewall sprinkler 1" (25,4 mm) shorter than 'A' dimension. NOTE: To locate deflector at maximum distance from wall with no adjustment available, order the adjustable standard Orrick Response Dry Horizontal Slde- well sprinkler 1" (25,4 mm) longer " than A' dimen- sion. Ceiling Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum 2-1/8" (54 mm) till-1/8" 1oi28.6 mm2"( ) (50.8 mm) Minimum Maximum Viking Quick Response Pendent Sprinkler 06662B (VK302) 1/2" (15 mm) NPT 2-11/16" 1 (68.3 mm) T 1-1/4" (31.5 mm) NSW Sprinkler 12121 (VK305) 2" (50.8 mm) Maximum 'VIKING' Viking Quick Response Upright Sprinkler 066620 (VK300) Installed with a standard 1/8" (3.1 mm) surface -mounted escutcheon Wall Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum 2-1/8" (54 2-1/16" (52.4 mm) Minimum 2-5/8" (66.7 mm) Maximum Installed with a Microfast Model F-1 Adjustable Escutcheon * Note: at maximum, adaptor is exposed 1/2" (12.7 mm) from face of wall Viking Horizontal Sidewall Sprinkler (VK305 or VK319) Sprinkler Head Schedule Symbol Count Thread K -Factor Description Note 0 75 1/2" 5.6 HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. on Drop 13 1" 5.6 HEAD7-VIKING VK176 QR CHROME DRY PENDENT -155 DEG. B 170 1/2" 5.6 HEADS -VIKING VK300 QR BRASS UPRIGHT -200 DEG. 44 2 1" 5.6 SIDE1-VIKING VK178 CHROME DRY HORIZONTAL SIDEWALL-155 DEG. a 15 1/2" 5.6 SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. 275 = Total Number of Heads TOTAL WET SYSTEM HMS CORPORATION w w 0 V) ce o: 0 0 FIELD INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL w z Z 206-575-4439 w z 0 o_ STANDARD SYMBOLS a) Q 0 0 O 0 0) Q 0 1I) (1) 0) Q 0 d 0 U W 0) a 2—WAY EARTHQUAKE BRACE 4—WAY EARTHQUAKE BRACE PIPE HANGER FIRE DEPARTMENT CONNECTION f 1 / / / / WA. STATE LEVEL 3 STAMP SCALE:1 /8"=1'-0 FP -2.0 File: DRA PROFESSIONAL CENTER ANGOLKAR4SMILES TI -LEVEL 2 FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-O WHITE TPO ROOFING SYS -EM OVER RIGID INSULLATION SLOPED TO DRAIN OVER SHEATHING AND FRAMING PER STRUCT. ELEVATOR OVER RUN -XTERIOR =N VELOPE REQUIRED R- VALUE: DRY SIDEWALL PRINKLER 35-O" AFF STAIRWELL ELEVATOR R0,OF= R 2 9'-0" TO CEILING G WET SYSTEM mismasisml REQUIREC R- VALUE PERIMETER UNDER SLAB = R 10 SEE STRUCTURAL PLANS FO FOUNDATION INFORMATION 9'-0" TO CEILING G NO CEILINGS INSTALLED UNDER SHELL CONTRACT WET SYSTEM 9'-0" TO CEIUNG G WET SYSTEM OFFILE w 0 0 EXTERIOR -ENVELOPE :EQUIRED R -VALUE• 0 PLATE s ELEV. 94.50' WAI L=, R 19 I" SOFFIT BOARD (TYP RY PENDENT 0 40'-01 ALUMINUM CLAD BEAM OPEN FRAME DRY PENDENT SPRINKLERS FOR BLDG OVERHANG PROTECTION RY PENDENT 0 2801 XTERIOR ETV/ELl` :EQUIRED R -VALUE: JNCONDITIONED SPACE= R 19 ALUMINUM CLAD / BEAM Cs? OPEN FRAME WET SYSTEM 0 UOIUt1OE lf O N 0 N "X18"--1 SUMP HOLE ELEVATION SECTION BB SCALE: 1/8"=1'-0 T!'i 1.A2' t.• yea. TOS ELE4. 42. LOPEDOWN-TO-42-2--- REQUIRED DOWN-T0-42 — LEVEL 3 ELEV. 83.50' LEVEL 2 ELEV. 71.50' LEVEL 1 ELEV. 59.50' BASEMENT LEVE ELEV. 47.50' (REQUIRED N a< DRAIN TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) Hydraulically Calculated System This system as shown Oil company print no for at SPRINX FIRE PROT. 1 FP -3.0 J dated 8/26/2010 REMOTE AREA 1- LEVEL 3 DRA PROFESSIONAL contract no is designed to discharge at a rate of 20749 0.15 ]GPM (Ln11n) per sq ft (m2) of floor area over a maximum area of 1500 ------- with water at the rate of sq ft (m2) when supplied 285.32 GPM (L/Tin) at 93.76 psi (bars) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Classification Maximum Storate Height 250 GPM (1...I"'min) ORDINARY HAZARD GP -11 N/A N/A Installed E3y: SPRINX FIRE PROTECTION i 3/8" A.T.R '74T6 COMPOSITE WOOD ----JOIST (TJI) `SAMMY SCREW GST -20 (1' -2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL 0 In 18'-0" UNE OF ROOF ABOVE 18'-0" 10'-0" UNE OF ROOF ABOVE 10' 18'-0" -03 10' 0" 2'-6" F-3" -3" BO,I- 9'-614°"B0Et- ® \ 4 GL 64x21 DAB) q '' o �N 10-0 GL 5x12 11( 9-0 1x 10-0 GL 5x15 1H4 9110 7-0 1H 8-6 710 1x 10-0 0 SET DEFECTORS -6" BELOW TJI / 1H 9-0 GL 5x15 (F) 14 -00 CV 10-0 GL 5x12 9-0 4'-7 usr 0 IP / 0-6 1J 1'-5" BON 8-6 -II1'-8" 80J AFF L+10' -8i° AFF 1'-8" FUTURE OFFICE TENANT SPACE GL 5xI5 1H 9-0 1 8'-0" 9'-0" —5' 0" UNE OF ROOF ABOVE UNE OF ( 1x s -o / > 9-0 13 GL 5x12 (DB) 9-0 DROPPED BOJ- AFF REMOTE AREA 9-0 GL 5x12 111'4' BOJ( 0'-0'. 10-0 '1 4- FURIRE OFFICE TENANT SPACE GL 5x12 D 1x ,1 '3-4 10-0 ' "t GL 5x12 DBpN"-. \i % 0 (I ECHE" ECTEE / 8-11J4 1H 114 3-0 (4 8 ;' ., 4) 10 4'K' 114^N 3-5 i RESTROO R.00R CONTROL VALVE SE OML ECH/EL C/MAINT. ELEVATOR ice\ 211 8`.6 OBBY 0 1x 11-10 O O 114 4-511 6-8 L 5x15 114 10-0 5'r II I 2 5-6H / /4- -h0 fg4- 3-' � GL 5x15 DB ET DSW `-`.O DEFLECTORS 1 • --/ ., BELOW TJI'S 0 UP x 1JNE OF RMF ABOVE Q'O ROOF EL+45'-0" ntxar 1 non muse 2-1/2" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY 2-1/2" TYCO BFV GR. BUTTERFLY VA. W/ TAMPER SW. LEVEL3 0 0 a N) I now canna now rautalo TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY \\i1� TYCO BFV I' U-6 GR. BUTTERFLY VA. i:In W/ TAMPER SW. LEVEL 2 O O HD= COMIC 110ceL fW1aa \\ TYCO RISER MANIFOLD W/: (1) DRAIN AAD TEST: rn (2) FLOW SWITCH 7c� _ �- (3) PRESSURE GAUGE O (4) SIGNS ON BODY 01 N -TYCO BFV _\e -15r6 GR. BUTTERFLY VA. 1 i W/ TAMPER SW. nosi mums LEVEL 1 10 0 BASEMENT • EL+34'-0 rIN EL+22'- EL+1 O' -O" 11 EL+o'-0" RISER & FLOOR CONTROL DETAIL SCALE: 1 /8"=1'-0 4'-3" 10' 0" 5' 9" „0 /11 3-514 ra 4' -52' i0 O 1H 1 9-- 0 9-0 154 10-0 v, 0 co O 1ST / NO CEILINGS INSTALLED UNDER SHELL CONTRACT GL 5x12 10-0 FUTURE OFFICE TENANT SPACE 11'-3" BOJ- AFF 1111f3 - axe GL 5x15 D8 1 5-6 10-0 hO'-3" BOB 1 12-0 10 0 -1- O GL 5x12 DB - 0 EJ 0 10'-0"--I- -4'-6" LEVEL 3 SHELL ONLY -FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 10'-0 10'-0 -4'-6"- SCALE: -4'-6"- For "A" Dimension: INI11I11111■i1111■hil Symbol Count Ceiling 2-5/16" 2-1 2"(63.5 / W Description 1. Determine distance from face 1.111 of tee to flniehed ceiling. '��' 2. Round to nearest 1/2" 18'-O" 18'-O" UNE OF FLOG' ::hi 1 :'-O" ,p 1V ca QY .4'Lv 18'-0" on Drop 0 13 1" 1."f minimum distance be - 38,1 and 48" mm) 1 219 mm). ® 170 1/2" 5.6 low ceiling, with no upward adjustment 2-7/16' NOTE: Deflector will be located approximately 3-7/16" p (87,3 mm) below telling with 1" 25,4 mm upward2-1/4" 1" (25,4 mmj down -Minimum adjustment available.Below 4 2 i Minimum ceiling hole diameter. 1-3/4" (44,5 mm) Maximum telling hole diameter. (57 mm).Deflector (61,9 mm) available, order the Minimum Adjustable Standard _� Quick Response Dry" Pendent sprinkler rt 1 at(25,4"mmshorter�and Distancethan A" dimension.Iward Ceiling—_—.(50.8 (54 mm) 15 11'-0"----6'-0"--- #,T SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. mm) r -IN 1 .—._I 1S' 13 16" / .� 10'-0" 1 cT Maximum I\9181::'.1 in UNE OF FLOOR ABOVE O .,;.:1816\ iQ 3'-4' L- � ;� UNE OF FLOOR ABOVE Finished Ceiling Ali ,rte 206mm �f ( � ) It�i1VJ - 2„ (50.8 mm) Maximum a -1/8" Minimum (28.6 mm) �" VIKING' � ^ n iQ r-� A �'` iQ �� e•X�l �i+ o 1!i \�Q 1 �� 1ST • k,a 1-1/2` (38,1 r -i' iQ +` r-� Sleeve finish iQ tante below ceiling, mm).11. diameter (I II \ \ �� 4-7/16` (112,7 with no downward mm)nadjustment avail- able, order the X Viking Quick Response Upright Sprinkler 066628 (VK300) Ili- 4 5 0 ^vi 8-0 =0 \ ^ \ 7JQ Adjustable Standard Quick Response Dry 77,8 mm - 7J PSL 5x18 DB - 7`� .lI �r;r...r�i■1-e=lirltllE 1. Determine the distance from face NOTE: To locate deflector fee to finished face • ., of of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately !-1 4`(108 mm)from wall with GL 5x21 411.11=`- _. JQ PSL 5x18 IB 2` +/- 1" (25,4 mm)] of horizontal adjustment available. A Finished 4" (102 mm) 6" (152 mm) Minimum Maximum ir 3-1/4" Response Dry Horizontal Sidewall sprinkler 1` / pufll !.E"' 52.4 mm ( ) (68.3 mm) ;ilii"91 ��I ;I (61.9 mm) lI Minimum 82,6 mm (25,4 mm) shorter "A" u■■ 1111 ■ii X1!5 ■ Minimum 17 Deflector at than dimension. Distance From' Wall li`II -'" (�— U fII (� 0VI _ ' .; I I �/� ��I_J�� r'111i�� SON in ��1.1111111111,ON ■111111 — ri�� o al ■ I� (15 mm)-/ HSW Sprnkler 12121 (VK305) WI 1 �Q,; `l 2 0 tf4 0 114 n 1x ^ 0 i ,- 3-1/18" 77,8 mmNPT )..........NOTE: '- wall opening + j ■ I r' standard surface Viking Horizontal I�2-5/8" 1 F1010;� (66.7 mmMlnimum Maximum)diameter. with a Microfast j table Escutcheon Adjustable at maximum, adaptor is (12.7 mm) from face of wall 1-3/4" (44,8 mm). Maxlmum wll o coin L Sleeve diameter. I y diameter. 2-1/4 (57 mm). 0 '. matches t3 16 1�.�% Response Dry 9-10 ao 12-0 u) 5-0 6-0 a2-6 e % jt�j�— ��' 4A �� __`- o c:, o ^ o 1 -1-N ! 1�11�...1111 �.. Esx■■■ g. `� _ �."' �'1� o 0O NO INSTALLED SHELL CEILINGS UNDER CONTRACT _ 0 FUTURE OFFICE TENANT SPACE ,IN 40;1 >N�.f■■MmiX��1X ■ 101'- 7N1111111111111 ix Mr IBM -4: AIN 10 '6 rr 6 —"` '—. —' -'Yits _� 10 - 8-0 12-0 11-0 I i XIX �a-a � I! AIN® 9 -9 AFF 5M1111111 I,riiii��i ._ x21 GL 5x21 10�i�•111►.'. ( 7€. 1E= ` 11."e ►wR�.i 1 i i3 , --- __� • 1 i' \ y ;�:p^i1111C1311E 't "� O' �.r11.i■11 Ii ICQ 0-6 60 ' iv ! 1JI.:IL:. ' 1 �� r..■X■II,■.! .. 1I I v IA 1 / i I I0,1 a 04 �\ y. •a '�gwil. H MN � o I FLOOR CONTROL VAL 3 0„ ..\'`12-9 ►ifirmas ■ ..111 1 mac 214 214 ^ 214 �� -� ®®�: 1 Si' 114 ■ 1 I - t'� 4- �"'5 5-1 r ° 4- ��+ e. pU 1o LOBBY \ �� u, L,:.,,, �� iENE ,��(� +Q 1UPR 1 / � PVD(. a 12-9 Ch _ ". ....t.MEMES `'LM 0 a' _ . ' �' - 111111M__ _ .=1N a am 0 1x ®�j li fl p x 10'-9° 80J- AFF 9 1 7 9"-° I r� 11 ®� I�matamm R tL 5x2 A■►immigIJ ■■�„� . 1-o `1 GL 5x21 �; 5x21 D.,, GL 5x21 0 ;I:. w !_tVll _..1, + i _ a •_ _,' • li.ii�l■�>•�!!��s1J a. 9'-O" 80: °' 10'-2" BOB W®2 -11 OWIRIMI■��Sr:'s'�1.1111 A L 's� ► ■ tr.-703-r-‘11=11•1=2.4,.1116111111111w�jjjii wwml!116e117 : .' 1 P X ►W10 -4' �' 7 L �� 0 0 ^ o Ili c- 1 I Or � 10-0 • 111111101111111111$ �� 1B �IFAAL�-4 I o 0 .' - o c o FUTURE OFFICE 0 . ■... ' ao ° �1 I O TENANT SPACE co i Ill MIMI W@7-0 UP 1. if 11111 - L . iY.G 4-i 00 141 NMI 111111111111111A1 X111111111'1''''r ®� .�3 miff '5"T B� 8„ a lig mX�■ill 5x18 �� JQti 3.-4' ~•SL 5x24 NM rn r I.... T.. f r M 71..IIIX / 4 11-6 0 %� .11EL '36En�i�•e'J h Qitw.� 1 1 ro r 1_ " 1 1 e 1 E/ - ----6'-102"-- L/ H P 1 - \ 8' 0"----5'-11" 1 1'-1 14" --4' 9" -4'-6"- 10'-04" 10'-0"--- ANGOLKAR4SMILES TI -LEVEL 2 FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-O WHITE TPO ROOFING SYS -EM OVER RIGID INSULLATION SLOPED TO DRAIN OVER SHEATHING AND FRAMING PER STRUCT. ELEVATOR OVER RUN -XTERIOR =N VELOPE REQUIRED R- VALUE: DRY SIDEWALL PRINKLER 35-O" AFF STAIRWELL ELEVATOR R0,OF= R 2 9'-0" TO CEILING G WET SYSTEM mismasisml REQUIREC R- VALUE PERIMETER UNDER SLAB = R 10 SEE STRUCTURAL PLANS FO FOUNDATION INFORMATION 9'-0" TO CEILING G NO CEILINGS INSTALLED UNDER SHELL CONTRACT WET SYSTEM 9'-0" TO CEIUNG G WET SYSTEM OFFILE w 0 0 EXTERIOR -ENVELOPE :EQUIRED R -VALUE• 0 PLATE s ELEV. 94.50' WAI L=, R 19 I" SOFFIT BOARD (TYP RY PENDENT 0 40'-01 ALUMINUM CLAD BEAM OPEN FRAME DRY PENDENT SPRINKLERS FOR BLDG OVERHANG PROTECTION RY PENDENT 0 2801 XTERIOR ETV/ELl` :EQUIRED R -VALUE: JNCONDITIONED SPACE= R 19 ALUMINUM CLAD / BEAM Cs? OPEN FRAME WET SYSTEM 0 UOIUt1OE lf O N 0 N "X18"--1 SUMP HOLE ELEVATION SECTION BB SCALE: 1/8"=1'-0 T!'i 1.A2' t.• yea. TOS ELE4. 42. LOPEDOWN-TO-42-2--- REQUIRED DOWN-T0-42 — LEVEL 3 ELEV. 83.50' LEVEL 2 ELEV. 71.50' LEVEL 1 ELEV. 59.50' BASEMENT LEVE ELEV. 47.50' (REQUIRED N a< DRAIN TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH FLOOR CONTROL DETAIL N.T.S. (TYPICAL PER FLOOR) Hydraulically Calculated System This system as shown Oil company print no for at SPRINX FIRE PROT. 1 FP -3.0 J dated 8/26/2010 REMOTE AREA 1- LEVEL 3 DRA PROFESSIONAL contract no is designed to discharge at a rate of 20749 0.15 ]GPM (Ln11n) per sq ft (m2) of floor area over a maximum area of 1500 ------- with water at the rate of sq ft (m2) when supplied 285.32 GPM (L/Tin) at 93.76 psi (bars) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Classification Maximum Storate Height 250 GPM (1...I"'min) ORDINARY HAZARD GP -11 N/A N/A Installed E3y: SPRINX FIRE PROTECTION i 3/8" A.T.R '74T6 COMPOSITE WOOD ----JOIST (TJI) `SAMMY SCREW GST -20 (1' -2 1/2" PIPE) GST -30 (1"-4" PIPE) PIPE RING LINE HANGER DETAIL TYPICAL 0 In 18'-0" UNE OF ROOF ABOVE 18'-0" 10'-0" UNE OF ROOF ABOVE 10' 18'-0" -03 10' 0" 2'-6" F-3" -3" BO,I- 9'-614°"B0Et- ® \ 4 GL 64x21 DAB) q '' o �N 10-0 GL 5x12 11( 9-0 1x 10-0 GL 5x15 1H4 9110 7-0 1H 8-6 710 1x 10-0 0 SET DEFECTORS -6" BELOW TJI / 1H 9-0 GL 5x15 (F) 14 -00 CV 10-0 GL 5x12 9-0 4'-7 usr 0 IP / 0-6 1J 1'-5" BON 8-6 -II1'-8" 80J AFF L+10' -8i° AFF 1'-8" FUTURE OFFICE TENANT SPACE GL 5xI5 1H 9-0 1 8'-0" 9'-0" —5' 0" UNE OF ROOF ABOVE UNE OF ( 1x s -o / > 9-0 13 GL 5x12 (DB) 9-0 DROPPED BOJ- AFF REMOTE AREA 9-0 GL 5x12 111'4' BOJ( 0'-0'. 10-0 '1 4- FURIRE OFFICE TENANT SPACE GL 5x12 D 1x ,1 '3-4 10-0 ' "t GL 5x12 DBpN"-. \i % 0 (I ECHE" ECTEE / 8-11J4 1H 114 3-0 (4 8 ;' ., 4) 10 4'K' 114^N 3-5 i RESTROO R.00R CONTROL VALVE SE OML ECH/EL C/MAINT. ELEVATOR ice\ 211 8`.6 OBBY 0 1x 11-10 O O 114 4-511 6-8 L 5x15 114 10-0 5'r II I 2 5-6H / /4- -h0 fg4- 3-' � GL 5x15 DB ET DSW `-`.O DEFLECTORS 1 • --/ ., BELOW TJI'S 0 UP x 1JNE OF RMF ABOVE Q'O ROOF EL+45'-0" ntxar 1 non muse 2-1/2" TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY 2-1/2" TYCO BFV GR. BUTTERFLY VA. W/ TAMPER SW. LEVEL3 0 0 a N) I now canna now rautalo TYCO RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY \\i1� TYCO BFV I' U-6 GR. BUTTERFLY VA. i:In W/ TAMPER SW. LEVEL 2 O O HD= COMIC 110ceL fW1aa \\ TYCO RISER MANIFOLD W/: (1) DRAIN AAD TEST: rn (2) FLOW SWITCH 7c� _ �- (3) PRESSURE GAUGE O (4) SIGNS ON BODY 01 N -TYCO BFV _\e -15r6 GR. BUTTERFLY VA. 1 i W/ TAMPER SW. nosi mums LEVEL 1 10 0 BASEMENT • EL+34'-0 rIN EL+22'- EL+1 O' -O" 11 EL+o'-0" RISER & FLOOR CONTROL DETAIL SCALE: 1 /8"=1'-0 4'-3" 10' 0" 5' 9" „0 /11 3-514 ra 4' -52' i0 O 1H 1 9-- 0 9-0 154 10-0 v, 0 co O 1ST / NO CEILINGS INSTALLED UNDER SHELL CONTRACT GL 5x12 10-0 FUTURE OFFICE TENANT SPACE 11'-3" BOJ- AFF 1111f3 - axe GL 5x15 D8 1 5-6 10-0 hO'-3" BOB 1 12-0 10 0 -1- O GL 5x12 DB - 0 EJ 0 10'-0"--I- -4'-6" LEVEL 3 SHELL ONLY -FIRE PROTECTION PLAN SCALE: 1 /8"=1 '-0 10'-0 10'-0 -4'-6"- SCALE: -4'-6"- For "A" Dimension: INI11I11111■i1111■hil Symbol Count Ceiling 2-5/16" 2-1 2"(63.5 / Opening Size: (58.7 mm) minimum mm)maximum 2-1 /8" Description 1. Determine distance from face 1.111 of tee to flniehed ceiling. '��' 2. Round to nearest 1/2" llt� 75 Note: To locate deflector at (12,7 mm) between 1-1 2";I1M / HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. on Drop 0 13 1" 1."f minimum distance be - 38,1 and 48" mm) 1 219 mm). ® 170 1/2" 5.6 low ceiling, with no upward adjustment 2-7/16' NOTE: Deflector will be located approximately 3-7/16" p (87,3 mm) below telling with 1" 25,4 mm upward2-1/4" 1" (25,4 mmj down -Minimum adjustment available.Below 4 2 1" Minimum ceiling hole diameter. 1-3/4" (44,5 mm) Maximum telling hole diameter. (57 mm).Deflector (61,9 mm) available, order the Minimum Adjustable Standard _� Quick Response Dry" Pendent sprinkler rt 1 at(25,4"mmshorter�and Distancethan A" dimension.Iward Ceiling—_—.(50.8 (54 mm) 15 1/2" #,T SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. mm) �� I■■t= NEW 13 16" / .� — Maximum I\9181::'.1 ............ .............. ............... .,;.:1816\ Ufa Finished Ceiling 206mm �f ( � ) It�i1VJ - 2„ (50.8 mm) Maximum -1/8" Minimum (28.6 mm) �" VIKING' � ^ �� Note: To locate deflector at maximum die- 1-1/2` (38,1 Sleeve finish tante below ceiling, mm).11. diameter (I II matches escutcheon. 4-7/16` (112,7 with no downward mm)nadjustment avail- able, order the Viking Quick Response Upright Sprinkler 066628 (VK300) Viking Quick Response Pendent 06662B (VK302) Sprinkler 2-7/16' Wall Opening 2-5/16" (58.7 2-1/2" (63.5 Size: mm) minimum mm) maximum 2-1 16' / 3-1 16" Adjustable Standard Quick Response Dry 77,8 mm I Pendent sprinkler 1" Deflector Maximum Below Viking Quick Response Adjustable Standard Dry Pendent Sprinkler with up to 2" (50,8 (25,4 mm) longer at than "A" dimension. Distance Ceiling mm) of adjustment available. For "A` Dimension: 1. Determine the distance from face NOTE: To locate deflector fee to finished face IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIE of of wall. 2. Round to nearest 1/2" (12,7 mm) between 1-1/2" and 48" (38,1 mm and 1 219 mm) NOTE: Deflector will extend approximately !-1 4`(108 mm)from wall with nlahed Ceiling Wall 411.11=`- L at minimum dis- tance }once from wall with no adjualmenf available, order the standard Quick 2` +/- 1" (25,4 mm)] of horizontal adjustment available. A Finished 4" (102 mm) 6" (152 mm) Minimum Maximum ir 3-1/4" Response Dry Horizontal Sidewall sprinkler 1` / pufll !.E"' 52.4 mm ( ) (68.3 mm) ;ilii"91 ��I ;I (61.9 mm) lI Minimum 82,6 mm (25,4 mm) shorter "A" -rT- �'M Minimum 17 Deflector at than dimension. Distance From' Wall li`II -'" (�— 1_j/4• ��(mm) ��j�, 31.8 1 fII (� 2-1/8" "'. �/� (54 mm) 1 _ ' .; I I �/� ��I_J�� r'111i�� ■�" — ri�� 1 al ■ (15 mm)-/ HSW Sprnkler 12121 (VK305) yijr ;;I+gl/— 'I"II �,II011 ■ •e i',.._____/( 3-1/18" 77,8 mmNPT )..........NOTE: wall opening ( 7 mm) yr 2, I I To locate deflector of maximum diatanee tram wall standard surface Viking Horizontal I�2-5/8" with a 1/8" (3.1 mm) Installed -mounted escutcheon Model . Note: exposed 1/2" Sidewall Sprinkler (VK305 or VK319) F-1 (66.7 mmMlnimum Maximum)diameter. with a Microfast j table Escutcheon Adjustable at maximum, adaptor is (12.7 mm) from face of wall 1-3/4" (44,8 mm). Maxlmum wll o coin L Sleeve diameter. with no adjustmentnstalled available, orderi fhs diameter. 2-1/4 (57 mm). adjuafabis 1-12".= 1;� standard Quick Sleeve finish matches t3 16 1�.�% Response Dry (20.1 mm) finish of escutcheon. Maximum Viking Quick Response Adjustable Standard Dry Horizontal Sidewall Sprinkler I�' Horizontal Side - 6 -t/4' wall sprinkler 1` 33,4 mm (25,4 mm) longer Deflector at than "A" dimen- Distance bion. From Wall 08384 (SIN VK178). MAXIMUM DISTANCE BETWEEN HANGERS (FT. -IN) STEEL PIPE- 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 LIGHTWALL STEEL 12-0 12-0 12-0 12-0 12-0 12-0 THREADABLE ANGOLKAR4SMILES T Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note ® 75 1/2" 5.6 HEAD1-VIKING VK302 QR WHITE RECESSED PENDENT -155 DEG. on Drop 0 13 1" 5.6 HEAD7-VIKING VK176 QR CHROME DRY PENDENT -155 DEG. ® 170 1/2" 5.6 HEAD8-VIKING VK300 QR BRASS UPRIGHT -200 DEG. 4 2 1" 5.6 SIDE1-VIKING VK178 CHROME DRY HORIZONTAL SIDEWALL-155 DEG. i 15 1/2" 5.6 SIDE3-VIKING VK305 CHROME QR HORIZONTAL SIDEWALL-155 DEG. 275 = Total Number of Heads TOTAL WET SYSTEM 07) co Lt 169 CL cnEL N ctoc) cc: am 11- :Zst.2J cc :1.:r.c 2 ne; n°9° pas T5 2 -J a. o ro 0 ro as Date: 09/09/2010 REVISIONS DESCRIPTION ANGOLKAR4SMILES TI REVISIONS Erl 1-1 CV CV HMS CORPORATION Lu Ow 0 CC tu- FIELD INSPECTIONS CITY OF TUKWILLA FIRE MARSHAL 206-575-4439 OZ CL STANDARD SYMBOLS 0) cn 0 LLJ 2—WAY EARTHQUAKE BRACE 4—WAY EARTHQUAKE BRACE 0 Lu CC LLI • WA. STATE LEVEL 3 STAMP FP -3.0 File: DRA PROFESSIONAL CENTER 01 /7n11 7•4A•55 PM crwirne Cnrirnt