Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PP - 2351 SOUTHCENTER MALL - ROUND1 - PERMITS AND PLANS
2351 SOUTHCENTER MALL ASSOCIATED PERMITS 15-F-146 15-F-024 15-S-096 15-S-048 14-S-259 15-H-101 4iet SITE LOCATION Site Address: Tenant Name: D. 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 No.: C OOk\ `C-ef*r mlt\ \ Suite Number: Floor: f4.xnj, On -e_- Utnek10 rr_ 1 Jc New Tenant? ❑ - Yes ❑ - No Property Owner's Name: v.,PC-C-\-e•.. YY1anC6W rlc •' Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. 1 Name: �� e j) n l Day Telephone: L4%rte • L} $1-1(M1f Company Name: Mailing Address: E-mail Address: &own %o_trA---‘ vn 1 ) nr 12\\'? • YY1 \\\ C�r-eek \,.JIB c'\2ds%2 City State Zi A II '10. • C46 l Fax Number: 425 - 4g 1 - g (p/S '�- -r 41111 Total number of new/relocated devices or sprinkler heads: 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 Signature: Print Name: WNER OR AUTHORIZED AGENT: Plan Permit App.doc Date: Day Telephone: U S 'A "• 1 WI 1/2/13 TFD FP Form 8 1 SITE LOCATION Ss 9202470010 v(�; _ ,/ King Co. Assessor's Tax No.: Site Address: ��[ Suite Number: Floor: Tenant Name: Westfield Southcenter Mall New Tenant? ❑ -Yes E - No Property Owner's Name: Westfield Shopping Center Mailing Address: POB 130940, Carlsbad, CA 92013 City State Zip 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** CONTACT PERSON -if there are questions about the submittal. Name: Karina Veliz Company Name: Guardian Security Systems Mailing Address:1743 First Ave South, Seattle, WA 98134 kveliz@guardiansecurity.com City E-mail Address: Fax Number: 206.628.4990 Day Telephone: 206.349.5889 State Zip Total number of new/relocated devices or sprinkler heads: 95 Valuation of Project (contractor's bid price): $ 25000 Scope of Work (please provide detailed information): Adding 95 devices to existing FACP. 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 O , EAUTH I.j ED AGENT: aii-6/15 Signature: � Date: Print Name: Karina Veliz Day Telephone: 206„349.5889 Plan Permit App.doc 1/2/13 TFD FP Form 8 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 No.: 92022470010 Site Address: -- SOUTHCENTER MALL Suite Number: ---F7oor: 2 Tenant Name: ROUND ONE BOWLING & AMUSEMENT New Tenant? [3- Yes 0 - No Property Owner's Name: WESTFIELD PROPERTIES Mailing Address: 2800 SOUTHCENTER MALL WAY CONTACT PERSON -if there are questions about the submittal. City State Zip Name: MARTIN TRAICOFF Day Telephone: 206-438-3376 Company Name: COSCO FIRE PROTECTION 4308 S 131ST PL TUKWILA,WA 98168 Mailing Address: E-mail Address: MTRAICOFF@COSCOFIRE . COM City State Zip Fax Number: Valuation of Project (contractor's bid price): $ 88,643 Scope of Work (please provide detailed information): ADDING A NEW 474 HEAD WET GRID SYSTEM AND DEMOING OUT THE EXISTING WET SYSTEM FOR 2ND FLOOR SUITE 1800. 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 AUTH 1 RIZED AGENT: Signature: Print Name: MARTIN TRAI o Plan Permit App.doc Date: 3-3-15 2 0 6- 4 3 8- 3 3 7 6 Day Telephone: 5/14/10 TFD FP Form 8 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION L / King Co. Assessor's Tax No.: Site Address: ti '53 SOrfM64'1 t�',4 �42,E1tJ/!(" Suite Number: Floor: Tenant Name: %`rc7z"td l — /4";1t7,9 New Tenant? ❑ - Yes ❑ - No Property Owner's Name: /e4s/4�� Mailing Address: FOO e So iiEe,.//.r .8/t/ 71; //a City CONTACT PERSON -if there are questions about the submittal. Name: D/,1 /S *P/ Company Name: 6114/,0/1 Sreliie& State Zip Day Telephone: "6- 3`/9'5332 Mailing Address: /71/3 / s7-,1-1/6"-5 53-.0/We �a` � / City E-mail Address: 71/2,#//- )`'7'�.�'.�,Ne e„ ✓^�, 7 , �p� Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: a/41 9/-/351 State Zip Fax Number: 4 -5nrokrs' 3 - /er ld y Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): /¢dc%/ S,to Ke c/e /-e e4 ) 0 1 4 Ait) e j h Eley lobhy FL 2 / i 2/ Shot 71't eiekl .19e/ 3 Xao 4ys 144 /2Pc4// 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 TRUF UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 1//7/ l // Print Name:_ ' iA11#s /if y`'/' 74' Date: Vai/S". Day Telephone: .2 e'l 7.34/9- 6832 Plan Permit App.doc 8/22/14 TFD FP Form 8 CITY OF TUIKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION 2� 1 5r mad Site Address;; -24e fvGrisIle(dUrrAt Tenant Name:IJZJN� EyI �• King Co. Assessor's Tax No.: Suite Number. /O Floor: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: LTi✓ l/i!—IrgaTI/77/2 Day Telephone: ZS 3' 002 - 745- Company Name: 14 7 ! 2 F /1,414 S iry PVC . Mailing Address: 30/ 3 ,3 i2 " u C }JO. -171777j 4i7: -9P/0? pCity State Zip E-mail Address: 37:%UC e -A,(4 67/2 �'. erten Fax Number. _/U/A? Contractor's City of Tukwila Business License number: /g CZ —0 ? ?-3 / 2 Total number of new/relocated devices or sprinkler heads: 1/ Nb Z Z/ C S Valuation of Project (contractor's bid price): $ "3:400 Scope of Work (please provide detailed information): C".0117 10/ Z / -E /Ji$ / 4 / Adt)5 U C. - ‘/O L{ //O.) #601, - s&) ,c)/OJ y- 3/0.0 •-"Sr g 1 e PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print N Plan Permit App.doc Date: s- 2 7' / Day Telephone: /6-3 202 -7 2..5- 8/22/14 TFD FP Form 8 IKEMar 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 No.: 92022470010 Site Address: 2351 SOUTHCENTER MALL Suite Number: 1800 Tenant Name: ROUND ONE BOWLING & AMUSEMENT New Tenant? 3 -Yes ❑ - No Property Owner's Name: WESTFIELD PROPERTIES Mailing Address: 2800 SOUTHCENTER MALL WAY CONTACT PERSON -if there are questions about the submittal. Name: MARTIN TRAI CO F F Day Telephone: 206-438-3376 Company Name: COSCO FIRE PROTECTION 4308 S 131ST PL TUKWILA ,WA 98168 Floor: 2 City State Zip Mailing Address: MTRAICOFF@COSCOFIRE . COM City State Zip E-mail Address: Fax Number: Valuation of Project (contractor's bid price): $ 350.00 Scope of Work (please provide detailed information): ADDING 10 PENDENT ON FLEX DROP SPRINKLERS TO AN EXISTING WET LOOP SPRINKLER SYSTEM. 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 AUT D AGENT: Signature: /�Date: 5-26-15 .ice Print Name: �' 'TIN T' CO Day Telephone: 206-438-3376 Plan Pennit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Round One 2351 Southcenter Mall Permit No.: 14-S-259 Date: November 10, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • 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'h 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • 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 loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Round One Bowling 2351 Southcenter Mall Permit No.: 15-S-048 Date: April 8, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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'/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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • 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 sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Round One 2351 Southcenter Mall Permit No.: 15-H-101 Date: June 5, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust system whenever cooking operations occur. The activation of the exhaust system shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • A minimum 110 candela horn/strobe shall be installed above the kitchen hood suppression system manual pull station at a height of 80 inches above the floor. • A separate fire alarm permit from the Tukwila Fire Department is required for all fire alarm work. • The suppression system manual pull station shall be located no closer than 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Round One 2351 Southcenter Mall Permit No.: 15-S-096 Date: June 3, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • 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 sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. * COSCO FIRE PROTECTION, INC. 4308 S. 131ST PLACE TUKWILA,WA 98168 HYDRAULIC CALCULATIONS FOR DRAWING NUMBER:FP-1 DATE: MAR 2, 2015 -DESIGN DATA - REMOTE AREA NUMBER:GRID REMOTE AREA LOCATION:GRID OVER CENTER OCCUPANCY CLASSIFICATION:HAZARD CATORGORY 2 (HC2) DENSITY:.2 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER:130 (MAX) sq. ft. TYPE OF SPRINKLERS CALCULATED:1/2" UPRIGHT NUMBER OF SPRINKLERS CALCULATED:16 HOSE -STREAM DEMAND:250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE):701 gpm FLOW AND PRESSURE (AT BASE OF RISER):457gpm Q 63.59 psi TYPE OF SYSTEM:WET GRID * HASS PEAKED CALCULATION * WATER SUPPLY Source: 10" LOOP Test Date: NA Test By:TWD Location: 10" LOOP AROUND MALL Static:120 psi Residual:20 psi Flow:8000 gpm Source Elevation Relative to Finished Flow Leve1:0 ft. INSTALLING CONTRACTOR Name:COSCO FIRE PROTECTION INC. Address:4308 S 131ST PL TUKWILA, WA 98168 Phone:206-438-3360 Certification number:COSCOFP110NM NAME OF DESIGNER:MARTIN TRAICOFF AUTHORITY HAVING JURISDICTION:TUKWILA FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 4903012830, granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) II ▪ RNIiaurnetarlifill RROTiO7OR�• O rvaTrlll 11 O 1 = COSOO P110NM ■ 1 ^--.-- T 4N1 -01a44 L$vd3 Al Smith ▪ Cosoo.Fln Pro soyati Ino. ■ • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALL'S\GRID ORDINARY GP2 PEAKED.SDP JOB TITLE: GRID 1.25 .2-1500 8000.0 gpm ..W H a 0 0 0 N V 0 M o H O M • 5a+ o Q � a m 0.w a w E o 0 n mo m r 014 P -.-1a ® CO A A 0 it 4 � a W RC lml O 0 0 0 co g O1 11 r1 0 N a) o w o H �f E 0 l.4 4-1 m a) o —o (14 (i) r1 °aof w$.4 4-4K 0 (I) 0 co a) 14 rt 0 0 o _ o 0 o 0 d' rl a) O i _o N M A 0 0 0 0 0 o N d1 up 0o V H CD in N 0fcC 0 C Cl, awcncnIX [z1 --wco•�-, 0 0 O 0 N a) 1•) 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NFPA WATER SUPPLY DATA SOURCE NODE TAG SRCE STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) REQ'D PRESS. (PSI) 120.0 20.0 8000.0 118.9 707.0 63.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) H01 H2 H3 H4 H5 H6 H7 H8 H9 H10 H11 H12 H13 H14 H15 H16 H17 H18 H2O H21 H22 H23 H24 H25 H26 H27 H28 H29 H30 H31 H32 H33 H34 H35 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 707.0 GPM 250.0 GPM 0.0 GPM 457.0 GPM PRESSURE (PSI) 26.5 25.2 22.4 21.9 21.7 21.7 22.0 24.3 34.1 31.7 29.3 25.2 24.0 23.4 23.3 23.3 25.2 25.5 33.4 30.8 28.2 23.9 22.5 21.8 21.6 21.6 21.7 23.8 24.4 25.0 41.0 40.4 39.4 38.4 DISCHARGE NOTES (GPM). 26.5 26.2 26.1 26.1 26.3 28.1 27.4 27.1 27.0 27.1 27.4 26.5 26.1 26.0 26.0 26.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) H36 37.0 37.4 H37 37.0 36.4 H38 37.0 35.5 H39 37.0 34.5 H40 37.0 - - - - 33.5 - - - H41 37.0 K= 5.60 30.5 30.9 H42 37.0 32.2 - - - H43 37.0 - 31.9 H44 37.0 31.6 - H45 37.0 31.4 H46 37.0 31.1 1 35.2 37.5 2 35.2 26.0 3 35.2 24.7 4 35.2 24.2 5 35.2 - 24.0 6 35.2 24.0 7 35.2 24.3 8 35.2 25.1 9 35.2 34.9 10 35.2 32.5 11 35.2 30.1 12 35.2 27.7 13 35.2 - 26.4 14 35.2 - - 25.8 15 35.2 - - 25.7 16 35.2 - - 25.7 17 35.2 - - 26.0 18 35.2 - - 26.3 20 35.2 - - 34.2 - 21 35.2 - 31.6 22 35.2 - - 29.0 23 35.2 - - 26.3 - 24 35.2 24.8 - 25 35.2 - - 24.1 26 35.2 - - 23.8 27 35.2 - - 23.8 - 28 35.2 - - 24.0 29 35.2 - - 24.6 30 35.2 - - 25.2 31 35.2 - - 25.8 32 35.2 - - 41.8 33 35.2 - - 41.2 34 35.2 - - - 40.2 35 35.2 - - - - 39.2 - - - 36 35.2 - - 38.2 - 37 35.2 - - - - 37.2 38 35.2 - - - - 36.3 - 39 35.2 - - - 35.3 - 40 35.2 - - - 34.3 - 41 35.2 - - - - 33.3 - 42 35.2 - - - - 33.0 - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 43 35.2 - - 32.7 44 35.2 - - 32.4 45 35.2 - - 32.1 46 35.2 - - 31.9 200 35.2 - - 55.5 201 35.2 - - 55.5 202 35.2 - - 55.5 203 35.2 - - 55.6 204 35.2 55.6 205 35.2 55.7 206 35.2 55.7 207 35.2 54.4 208 35.2 53.5 209 35.2 52.3 210 35.2 51.0 211 35.2 50.1 212 35.2 48.6 213 35.2 47.0 214 35.2 45.7 215 35.2 44.2 216 35.2 43.1 217 35.2 40.6 218 35.2 40.2 219 35.2 40.1 220 35.2 26.9 221 35.2 27.1 222 35.2 - - 27.4 223 35.2 29.7 224 35.2 29.9 225 35.2 30.0 226 35.2 52.2 227 35.2 52.3 228 35.2 52.4 229 35.2 52.5 230 35.2 52.7 231 35.2 54.3 231A 35.2 53.0 232 35.2 54.5 233 35.2 54.6 234 35.2 54.7 235 35.2 54.8 236 35.2 55.2 237 35.2 55.2 238 35.2 55.2 TOR 35.2 57.5 BOR 2.0 - - 73.7 BFO 2.0 73.7 BFI 2.0 77.7 UG 35.2 - - - - 63.4 - - - SRCE 35.2 SOURCE 63.6 457.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 1 35.2 37.5 73.7 2 HO1 37.0 26.5 73.7 Pipe: 2 0.0 0.0 2 35.2 26.0 0.0 H2 37.0 25.2 0.0 Pipe: 3 5.60 26.5 Disch 3 35.2 24.7 0.0 H3 37.0 22.4 26.5 Pipe: 4 5.60 26.2 Disch 4 35.2 24.2 0.0 H4 37.0 21.9 26.2 Pipe: 5 5.60 26.1 Disch 5 35.2 24.0 0.0 H5 37.0 21.7 26.1 Pipe: 6 5.60 26.1 Disch 6 35.2 24.0 0.0 H6 37.0 21.7 26.1 Pipe: 7 5.60 26.3 Disch 7 35.2 24.3 0.0 H7 37.0 22.0 26.3 Pipe: 8 0.0 0.0 8 35.2 25.1 0.0 H8 37.0 24.3 0.0 Pipe: 9 0.0 0.0 9 35.2 34.9 0.0 H9 37.0 34.1 0.0 Pipe: 10 0.0 0.0 10 35.2 32.5 0.0 H10 37.0 31.7 0.0 Pipe: 11 0.0 0.0 11 35.2 30.1 0.0 H11 37.0 29.3 0.0 Pipe: 12 5.60 28.1 Disch 12 35.2 27.7 0.0 H12 37.0 25.2 28.1 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 2.33 120 5.80 8.13 1.261 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.190 2.33 120 5.80 8.13 0.186 2.33 120 5.80 8.13 0.185 2.33 120 5.80 8.13 0.185 2.33 120 5.80 8.13 0.187 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.212 11.0 - 0.8 10.3 0.8 - 0.8 0.0 2.3 - 0.8 1.5 2.3 -0.8 1.5 2.3 - 0.8 1.5 2.3 -0.8 1.5 2.3 - 0.8 1.5 0.8 -0.8 0.0 0.8 - 0.8 0.0 0.8 -0.8 0.0 0.8 - 0.8 0.0 2.5 -0.8 1.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALL'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 5.60 27.4 Disch 13 35.2 26.4 0.0 H13 37.0 24.0 27.4 Pipe: 14 5.60 27.1 Disch 14 35.2 25.8 0.0 H14 37.0 23.4 27.1 Pipe: 15 5.60 27.0 Disch 15 35.2 25.7 0.0 H15 37.0 23.3 27.0 Pipe: 16 5.60 27.1 Disch 16 35.2 25.7 0.0 H16 37.0 23.3 27.1 Pipe: 17 0.0 0.0 17 35.2 26.0 0.0 H17 37.0 25.2 0.0 Pipe: 18 0.0 0.0 H18 37.0 25.5 0.0 18 35.2 26.3 0.0 Pipe: 20 0.0 0.0 H2O 37.0 33.4 0.0 20 35.2 34.2 0.0 Pipe: 21 0.0 0.0 21 35.2 31.6 0.0 H21 37.0 30.8 0.0 Pipe: 22 0.0 0.0 22 35.2 29.0 0.0 H22 37.0 28.2 0.0 Pipe: 23 5.60 27.4 Disch 23 35.2 26.3 0.0 H23 37.0 23.9 27.4 Pipe: 24 5.60 26.5 Disch 24 35.2 24.8 0.0 H24 37.0 22.5 26.5 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 31.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 Pipe: 25 5.60 26.1 Disch 25 35.2 24.1 0.0 J1.000 T: 5.8 H25 37.0 21.8 26.1 1.080 Pipe: 26 5.60 26.0 Disch 26 35.2 23.8 0.0 H26 37.0 21.6 26.0 J1.000 T: 5.8 1.080 2.33 120 5.80 8.13 0.202 2.33 120 5.80 8.13 0.198 2.33 120 5.80 8.13 0.197 2.33 120 5.80 8.13 0.197 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.202 2.33 120 5.80 8.13 0.191 2.33 120 5.80 8.13 0.185 2.33 120 5.80 8.13 0.183 2.4 - 0.8 1.6 2.4 - 0.8 1.6 2.4 -0.8 1.6 2.4 - 0.8 1.6 0.8 -0.8 0.0 0.8 0.8 0.0 0.8 0.8 0.0 0.8 - 0.8 0.0 0.8 - 0.8 0.0 2.4 -0.8 1.6 2.3 - 0.8 1.5 2.3 - 0.8 1.5 2.3 - 0.8 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 5.60 26.0 Disch 27 35.2 23.8 0.0 J1.000 T: 5.8 H27 37.0 21.6 26.0 1.080 Pipe: 28 5.60 26.1 Disch 28 35.2 24.0 0.0 H28 37.0 21.7 26.1 Pipe: 29 0.0 0.0 29 35.2 24.6 0.0 H29 37.0 23.8 0.0 Pipe: 30 0.0 0.0 30 35.2 25.2 0.0 H30 37.0 24.4 0.0 Pipe: 31 0.0 0.0 31 35.2 25.8 0.0 H31 37.0 25.0 0.0 Pipe: 32 0.0 0.0 32 35.2 41.8 0.0 H32 37.0 41.0 0.0 Pipe: 33 0.0 0.0 33 35.2 41.2 0.0 H33 37.0 40.4 0.0 Pipe: 34 0.0 0.0 34 35.2 40.2 0.0 H34 37.0 39.4 0.0 Pipe: 35 0.0 0.0 35 35.2 39.2 0.0 H35 37.0 38.4 0.0 Pipe: 36 0.0 0.0 36 35.2 38.2 0.0 H36 37.0 37.4 0.0 Pipe: 37 0.0 0.0 37 35.2 37.2 0.0 H37 37.0 36.4 0.0 Pipe: 38 0.0 0.0 38 35.2 36.3 0.0 H38 37.0 35.5 0.0 Pipe: 39 0.0 0.0 39 35.2 35.3 0.0 H39 37.0 34.5 0.0 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 2.33 120 2.3 5.80 -0.8 8.13 0.183 1.5 2.33 120 2.3 5.80 -0.8 8.13 0.185 1.5 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 40 0.0 0.0 2.33 120 0.8 40 35.2 34.3 0.0 J1.000 T: 5.8 5.80 -0.8 H40 37.0 33.5 0.0 1.080 8.13 0.000 0.0 Pipe: 41 5.60 30.9 Disch 2.33 120 2.8 41 35.2 33.3 0.0 J1.000 T: 5.8 5.80 -0.8 H41 37.0 30.5 30.9 1.080 8.13 0.253 2.1 Pipe: 42 0.0 0.0 2.33 120 0.8 42 35.2 33.0 0.0 J1.000 T: 5.8 5.80 -0.8 H42 37.0 32.2 0.0 1.080 8.13 0.000 0.0 Pipe: 43 0.0 0.0 2.33 120 0.8 43 35.2 32.7 0.0 J1.000 T: 5.8 5.80 -0.8 H43 37.0 31.9 0.0 1.080 8.13 0.000 0.0 Pipe: 44 0.0 0.0 2.33 120 0.8 44 35.2 32.4 0.0 J1.000 T: 5.8 5.80 -0.8 H44 37.0 31.6 0.0 1.080 8.13 0.000 0.0 Pipe: 45 0.0 0.0 2.33 120 0.8 45 35.2 32.1 0.0 J1.000 T: 5.8 5.80 -0.8 H45 37.0 31.4 0.0 1.080 8.13 0.000 0.0 Pipe: 46 0.0 0.0 2.33 120 0.8 46 35.2 31.9 0.0 J1.000 T: 5.8 5.80 -0.8 H46 37.0 31.1 0.0 1.080 8.13 0.000 0.0 Pipe: 132 0.0 0.0 6.04 120 2.6 219 35.2 40.1 73.7 H01 H1.500 T:11.3 14.10 0.0 1 35.2 37.5 73.7 1.728 F: 2.8 20.14 0.128 2.6 Pipe: 133 0.0 73.7 3 10.00 120 0.5 HO1 37.0 26.5 0.0 H2 H1.500 - - 0.00 0.8 2 35.2 26.0 73.7 1.728 10.00 0.128 1.3 Pipe: 134 0.0 47.2 4 10.00 120 1.3 2 35.2 26.0 26.5 H3 H1.500 - - 0.00 0.0 3 35.2 24.7 73.7 1.728 10.00 0.128 1.3 Pipe: 135 0.0 21.0 5 10.00 120 0.6 3 35.2 24.7 26.2 H4 H1.500 - - 0.00 0.0 4 35.2 24.2 47.2 1.728 10.00 0.056 0.6 Pipe: 136 0.0 0.0 10.00 120 0.1 4 35.2 24.2 21.0 H1.500 - - 0.00 0.0 5 35.2 24.0 21.0 1.728 10.00 0.013 0.1 Pipe: 137 0.0 0.0 10.00 120 0.0 6 35.2 24.0 5.1 H1.500 - 0.00 0.0 5 35.2 24.0 5.1 1.728 10.00 0.001 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 138 0.0 5.1 5 10.00 120 0.3 7 35.2 24.3 26.1 H6 H1.500 0.00 0.0 6 35.2 24.0 31.2 1.728 10.00 0.026 0.3 Pipe: 139 0.0 31.2 6 10.00 120 0.8 8 35.2 25.1 26.3 H7 H1.500 -- 0.00 0.0 7 35.2 24.3 57.4 1.728 10.00 0.081 0.8 Pipe: 140 0.0 57.4 7 8.38 120 1.8 220 35.2 26.9 0.0 H8 H1.500 T:11.3 14.10 0.0 8 35.2 25.1 57.4 1.728 F: 2.8 22.48 0.081 1.8 Pipe: 141 0.0 103.0 10 8.38 120 5.3 218 35.2 40.2 0.0 H9 H1.500 T:11.3 14.10 0.0 9 35.2 34.9 103.0 1.728 F: 2.8 22.48 0.238 5.3 Pipe: 142 0.0 103.0 11 10.00 120 2.4 9 35.2 34.9 0.0 H10 H1.500 -- 0.00 0.0 10 35.2 32.5 103.0 1.728 10.00 0.238 2.4 Pipe: 143 0.0 103.0 12 10.00 120 2.4 10 35.2 32.5 0.0 H11 H1.500 0.00 0.0 11 35.2 30.1 103.0 1.728 10.00 0.238 2.4 Pipe: 144 0.0 74.9 13 10.00 120 2.4 11 35.2 30.1 28.1 H12 H1.500 0.00 0.0 12 35.2 27.7 103.0 1.728 10.00 0.238 2.4 Pipe: 145 0.0 47.5 14 10.00 120 1.3 12 35.2 27.7 27.4 H13 H1.500 0.00 0.0 13 35.2 26.4 74.9 1.728 10.00 0.132 1.3 Pipe: 146 0.0 20.4 15 10.00 120 0.6 13 35.2 26.4 27.1 H14 H1.500 - 0.00 0.0 14 35.2 25.8 47.5 1.728 10.00 0.057 0.6 Pipe: 147 0.0 0.0 10.00 120 0.1 14 35.2 25.8 20.4 H1.500 - 0.00 0.0 15 35.2 25.7 20.4 1.728 10.00 0.012 0.1 Pipe: 148 0.0 0.0 10.00 120 0.0 16 35.2 25.7 6.7 H1.500 - 0.00 0.0 15 35.2 25.7 6.7 1.728 10.00 0.001 0.0 Pipe: 149 0.0 6.7 15 10.00 120 0.3 17 35.2 26.0 27.1 H16 H1.500 0.00 0.0 16 35.2 25.7 33.7 1.728 10.00 0.030 0.3 Pipe: 150 0.0 33.7 16 8.50 120 0.3 18 35.2 26.3 0.0 H17 H1.500 - 0.00 0.0 17 35.2 26.0 33.7 1.728 8.50 0.030 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 151 0.0 0.0 11.96 120 0.8 221 35.2 27.1 33.7 17 H1.500 T:11.3 14.10 0.0 18 35.2 26.3 33.7 1.728 F: 2.8 26.06 0.030 0.8 Pipe: 152 217 35.2 20 35.2 Pipe: 153 20 35.2 21 35.2 0.0 0.0 10.38 120 6.4 40.6 108.7 21 H1.500 T:11.3 14.10 0.0 34.2 108.7 1.728 F: 2.8 24.48 0.262 6.4 0.0 108.7 22 10.00 120 2.6 34.2 0.0 H21 H1.500 - 0.00 0.0 31.6 108.7 1.728 10.00 0.262 2.6 Pipe: 154 0.0 108.7 23 10.00 120 2.6 21 35.2 31.6 0.0 H22 H1.500 - 0.00 0.0 22 35.2 29.0 108.7 1.728 10.00 0.262 2.6 Pipe: 155 0.0 81.3 24 10.00 120 2.6 22 35.2 29.0 27.4 H23 H1.500 - 0.00 0.0 23 35.2 26.3 108.7 1.728 10.00 0.262 2.6 Pipe: 156 0.0 54.8 25 10.00 120 1.5 23 35.2 26.3 26.5 H24 H1.500 - 0.00 0.0 24 35.2 24.8 81.3 1.728 10.00 0.153 1.5 Pipe: 157 0.0 28.6 26 10.00 120 0.7 24 35.2 24.8 26.1 H25 H1.500 0.00 0.0 25 35.2 24.1 54.8 1.728 10.00 0.074 0.7 Pipe: 158 0.0 2.6 27 10.00 120 0.2 25 35.2 24.1 26.0 H26 H1.500 - 0.00 0.0 26 35.2 23.8 28.6 1.728 10.00 Q.022 0.2 Pipe: 159 26 35.2 27 35.2 Pipe: 160 28 35.2 27 35.2 Pipe: 161 29 35.2 28 35.2 Pipe: 162 30 35.2 29 35.2 Pipe: 163 31 35.2 30 35.2 0.0 0.0 10.00 120 0.0 23.8 2.6 H1.500 - 0.00 0.0 23.8 2.6 1.728 10.00 0.000 0.0 0.0 0.0 10.00 120 0.2 24.0 23.4 H1.500 - - 0.00 0.0 23.8 23.4 1.728 10.00 0.015 0.2 0.0 23.4 27 10.00 120 0.6 24.6 26.1 H28 H1.500 - - 0.00 0.0 24.0 49.5 1.728 10.00 0.061 0.6 0.0 49.5 28 10.00 120 0.6 25.2 0.0 H29 H1.500 ---- 0.00 0.0 24.6 49.5 1.728 10.00 0.061 0.6 0.0 49.5 29 10.00 120 0.6 25.8 0.0 H30 H1.500 - 0.00 0.0 25.2 49.5 1.728 10.00 0.061 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 164 222 35.2 31 35.2 0.0 27.4 25.8 49.5 30 0.0 H31 49.5 H1.500 T:11.3 1.728 F: 2.8 12.38 120 14.10 26.48 0.061 1.6 0.0 1.6 Pipe: 165 0.0 64.0 33 2.38 120 1.3 216 35.2 43.1 0.0 H32 H1.500 T:11.3 11.30 0.0 32 35.2 41.8 64.0 1.728 13.68 0.098 1.3 Pipe: 166 32 35.2 33 35.2 Pipe: 167 33 35.2 34 35.2 Pipe: 168 34 35.2 35 35.2 Pipe: 169 35 35.2 36 35.2 Pipe: 170 36 35.2 37 35.2 Pipe: 171 37 35.2 38 35.2 Pipe: 172 38 35.2 39 35.2 Pipe: 173 39 35.2 40 35.2 Pipe: 174 40 35.2 41 35.2 Pipe: 175 41 35.2 42 35.2 Pipe: 176 42 35.2 43 35.2 0.0 41.8 41.2 0.0 41.2 40.2 0.0 40.2 39.2 0.0 39.2 38.2 0.0 38.2 37.2 0.0 37.2 36.3 0.0 36.3 35.3 0.0 35.3 34.3 0.0 34.3 33.3 0.0 33.3 33.0 0.0 33.0 32.7 64.0 34 0.0 H33 64.0 64.0 35 0.0 H34 64.0 64.0 36 0.0 H35 64.0 64.0 37 0.0 H36 64.0 64.0 38 0.0 H37 64.0 64.0 39 0.0 H38 64.0 64.0 40 0.0 H39 64.0 64.0 41 0.0 H40 64.0 33.0 42 30.9 H41 64.0 33.0 43 0.0 H42 33.0 33.0 44 0.0 H43 33.0 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 6.00 120 0.00 6.00 0.098 10.00 120 0.00 10.00 0.098 10.00 120 0.00 10.00 0.098 10.00 120 - 0.00 10.00 0.098 10.00 120 0.00 10.00 0.098 0.6 0.0 0.6 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 10.00 120 1.0 - 0.00 0.0 10.00 0.098 1.0 10.00 120 - - 0.00 10.00 0.098 10.00 120 - - 0.00 10.00 0.098 10.00 120 0.00 10.00 0.098 10.00 120 - 0.00 10.00 0.029 10.00 120 0.00 10.00 0.029 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 0.3 0.0 0.3 0.3 0.0 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 177 0.0 33.0 45 10.00 120 0.3 43 35.2 32.7 0.0 H44 H1.500 - 0.00 0.0 44 35.2 32.4 33.0 1.728 10.00 0.029 0.3 Pipe: 178 0.0 33.0 46 10.00 120 0.3 44 35.2 32.4 0.0 H45 H1.500 - 0.00 0.0 45 35.2 32.1 33.0 1.728 10.00 0.029 0.3 Pipe: 179 45 35.2 46 35.2 0.0 32.1 31.9 33.0 223 0.0 H46 33.0 Pipe: 180 0.0 140.6 222 46 35.2 31.9 -107.5 224 223 35.2 29.7 33.0 H1.500 1.728 H1.500 6E:33.6 1.728 T:11.3 10.00 120 0.00 10.00 0.029 29.46 120 44.90 74.36 0.029 0.3 0.0 0.3 2.2 0.0 2.2 Pipe: 263 0.0 107.5 223 178.00 120 14.3 215 35.2 44.2 -55.3 225 H1.500 2E:11.2 33.80 0.0 224 35.2 29.9 52.3 1.728 2T:22.6 211.80 0.068 14.3 Pipe: 264 0.0 0.0 175.50 120 15.7 214 35.2 45.7 55.3 224 H1.500 2E:11.2 33.80 0.0 225 35.2 30.0 55.3 1.728 2T:22.6 209.30 0.075 15.7 Pipe: 265 0.0 456.9 214 184.00 120 5.3 226 35.2 52.2 -427.8 212 H1.500 4E:22.4 45.00 0.0 213 35.2 47.0 29.1 1.728 2T:22.6 229.00 0.023 5.3 Pipe: 266 0.0 427.8 213 175.00 120 3.6 227 35.2 52.3 -402.0 211 H1.500 2T:22.6 22.60 0.0 212 35.2 48.6 25.8 1.728 197.60 0.018 3.6 Pipe: 267 0.0 402.0 212 187.00 120 2.2 228 35.2 52.4 -383.8 210 H1.500 4E:22.4 45.00 0.0 211 35.2 50.1 18.2 1.728 2T:22.6 232.00 0.010 2.2 Pipe: 268 0.0 383.8 211 208.38 120 1.5 229 35.2 52.5 -369.9 209 H1.500 4E:22.4 45.00 0.0 210 35.2 51.0 14.0 1.728 2T:22.6 253.38 0.006 1.5 Pipe: 269 230 35.2 209 35.2 Pipe: 270 208 35.2 231A 35.2 Pipe: 271 207 35.2 231 35.2 0.0 369.9 210 52.7 -363.2 208 52.3 6.7 0.0 53.5 53.0 0.0 54.4 54.3 93.7 230 - 85.2 231 8.5 85.2 231A - 81.0 232 4.2 H1.500 4E:22.4 1.728 2T:22.6 208.38 120 45.00 253.38 0.001 211.38 120 H1.500 2E:11.2 33.80 1.728 2T:22.6 245.18 0.002 H1.500 2T:22.6 1.728 205.38 120 22.60 227.98 0.001 0.4 0.0 0.4 0.6 0.0 0.6 0.1 0.0 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 272 0.0 81.0 231 206 35.2 55.7 -67.6 233 232 35.2 54.5 13.4 Pipe: 273 0.0 67.6 232 205 35.2 55.7 -55.3 234 233 35.2 54.6 12.2 Pipe: 274 0.0 55.3 233 204 35.2 55.6 -44.5 235 234 35.2 54.7 10.8 Pipe: 275 0.0 44.5 234 203 35.2 55.6 -35.0 23.6 235 35.2 54.8 9.5 Pipe: 276 0.0 35.0 235 202 35.2 55.5 -23.8 237 236 35.2 55.2 11.3 Pipe: 277 0.0 23.8 236 201 35.2 55.5 -12.2 238 237 35.2 55.2 11.5 Pipe: 278 0.0 0.0 200 35.2 55.5 12.2 237 238 35.2 55.2 12.2 Pipe: 279 0.0 0.0 221 35.2 27.1 57.4 8 220 35.2 26.9 57.4 Pipe: 280 0.0 57.4 220 222 35.2 27.4 33.7 18 221 35.2 27.1 91.1 Pipe: 281 0.0 91.1 221 223 35.2 29.7 49.5 31 222 35.2 27.4 140.6 Pipe: 282 0.0 140.6 222 224 35.2 29.9 -33.0 46 223 35.2 29.7 107.5 Pipe: 283 0.0 107.5 223 225 35.2 30.0 -52.3 215 224 35.2 29.9 55.3 Pipe: 284 0.0 0.0 227 35.2 52.3 29.1 213 226 35.2 52.2 29.1 H1.500 2T:22.6 1.728 H1.500 2T:22.6 1.728 205.38 120 1.3 22.60 0.0 227.98 0.005 1.3 205.38 120 1.0 22.60 0.0 227.98 0.005 1.0 208.88 120 0.9 H1.500 2E:11.2 33.80 0.0 1.728 2T:22.6 242.68 0.004 0.9 H1.500 6E:33.6 1.728 2T:22.6 225.00 120 0.8 56.20 0.0 281.20 0.003 0.8 66.71 120 0.4 H1.500 2T:22.6 25.40 0.0 1.728 F: 2.8 92.11 0.004 0.4 H1.500 2T:22.6 1.728 F: 2.8 54.71 120 0.3 25.40 0.0 80.11 0.004 0.3 45.21 120 0.3 H1.500 2T:22.6 25.40 0.0 1.728 F: 2.8 70.61 0.005 0.3 H2.500 2.703 H2.500 2.703 17.71 120 0.2 0.00 0.0 17.71 0.009 0.2 16.96 120 0.4 0.00 0.0 16.96 0.021 0.4 33.25 120 2.3 H2.500 E: 9.3 14.00 0.0 2.703 F: 4.7 47.25 0.048 2.3 H2.500 2.703 H2.500 2.703 H2.500 2.703 7.42 120 0.2 0.00 0.0 7.42 0.029 0.2 11.79 120 0.1 0.00 0.0 11.79 0.008 0.1 7.13 120 0.0 0.00 0.0 7.13 0.003 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 285 0.0 29.1 226 12.00 120 0.1 228 35.2 52.4 25.8 212 H2.500 0.00 0.0 227 35.2 52.3 54.9 2.703 12.00 0.008 0.1 Pipe: 286 0.0 54.9 227 12.00 120 0.2 229 35.2 52.5 18.2 211 H2.500 0.00 0.0 228 35.2 52.4 73.1 2.703 12.00 0.014 0.2 Pipe: 287 0.0 73.1 228 8.00 120 0.2 230 35.2 52.7 14.0 210 H2.500 0.00 0.0 229 35.2 52.5 87.1 2.703 8.00 0.020 0.2 Pipe: 288 0.0 87.1 229 12.00 120 0.3 231A 35.2 53.0 6.7 209 H2.500 0.00 0.0 230 35.2 52.7 93.7 2.703 12.00 0.023 0.3 Pipe: 289 0.0 93.7 230 31.00 120 1.3 231 35.2 54.3 -8.5 208 H2.500 4E:37.2 37.20 0.0 231A 35.2 53.0 85.2 2.703 68.20 0.019 1.3 Pipe: 291 0.0 85.2 231A 12.00 120 0.2 232 35.2 54.5 -4.2 207 H2.500 0.00 0.0 231 35.2 54.3 81.0 2.703 12.00 0.017 0.2 Pipe: 292 0.0 81.0 231 12.00 120 0.1 233 35.2 54.6 -13.4 206 H2.500 - 0.00 0.0 232 35.2 54.5 67.6 2.703 12.00 0.012 0.1 Pipe: 293 0.0 67.6 232 14.00 120 0.1 234 35.2 54.7 -12.2 205 H2.500 - 0.00 0.0 233 35.2 54.6 55.3 2.703 14.00 0.009 0.1 Pipe: 294 0.0 55.3 233 9.50 120 0.1 235 35.2 54.8 -10.8 204 H2.500 0.00 0.0 234 35.2 54.7 44.5 2.703 9.50 0.006 0.1 Pipe: 295 0.0 44.5 234 84.71 120 0.4 236 35.2 55.2 -9.5 203 H2.500 2E:18.6 18.60 0.0 235 35.2 54.8 35.0 2.703 103.31 0.004 0.4 Pipe: 296 0.0 35.0 235 12.00 120 0.0 237 35.2 55.2 -11.3 202 H2.500 0.00 0.0 236 35.2 55.2 23.8 2.703 12.00 0.002 0.0 Pipe: 297 0.0 23.8 236 9.60 120 0.0 238 35.2 55.2 -11.5 201 H2.500 0.00 0.0 237 35.2 55.2 12.2 2.703 9.60 0.001 0.0 Pipe: 298 0.0 0.0 16.96 120 0.1 218 35.2 40.2 73.7 1 H3.000 0.00 0.0 219 35.2 40.1 73.7 3.314 16.96 0.005 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 299 217 35.2 218 35.2 Pipe: 300 216 35.2 217 35.2 0.0 73.7 219 15.63 120 0.4 40.6 103.0 9 H3.000 - - 0.00 0.0 40.2 176.8 3.314 15.63 0.027 0.4 0.0 176.8 218 43.1 108.7 20 40.6 285.4 H3.000 E:10.2 3.314 F: 5.1 22.54 120 2.5 15.30 0.0 37.84 0.066 2.5 Pipe: 301 0.0 285.4 217 12.00 120 1.1 215 35.2 44.2 64.0 32 H3.000 - - 0.00 0.0 216 35.2 43.1 349.4 3.314 12.00 0.095 1.1 Pipe: 302 214 35.2 215 35.2 Pipe: 303 213 35.2 214 35.2 Pipe: 304 212 35.2 213 35.2 Pipe: 305 211 35.2 212 35.2 Pipe: 306 210 35.2 211 35.2 Pipe: 307 209 35.2 210 35.2 Pipe: 308 208 35.2 209 35.2 Pipe: 309 207 35.2 208 35.2 Pipe: 310 206 35.2 207 35.2 Pipe: 311 206 35.2 205 35.2 0.0 349.4 216 12.00 120 1.5 45.7 52.3 224 H3.000 - - 0.00 0.0 44.2 401.7 3.314 12.00 0.123 1.5 0.0 401.7 215 47.0 55.3 225 H3.000 45.7 456.9 3.314 0.0 456.9 214 48.6 -29.1 226 H3.000 47.0 427.8 3.314 0.0 427.8 213 50.1 -25.8 227 H3.000 48.6 402.0 3.314 0.0 402.0 212 51.0 -18.2 228 H3.000 50.1 383.8 3.314 0.0 383.8 211 52.3 -14.0 229 H3.000 51.0 369.9 3.314 0.0 369.9 210 53.5 -6.7 230 H3.000 52.3 363.2 3.314 0.0 363.2 209 54.4 8.5 231A H3.000 53.5 371.7 3.314 0.0 371.7 208 55.7 4.2 231 H3.000 54.4 375.9 3.314 0.0 55.3 204 55.7 12.2 233 H3.000 55.7 67.6 3.314 8.00 120 1.3 0.00 0.0 8.00 0.157 1.3 12.00 120 1.7 - 0.00 0.0 12.00 0.139 1.7 12.00 120 1.5 - - 0.00 0.0 12.00 0.124 1.5 8.00 120 0.9 0.00 0.0 8.00 0.114 0.9 12.00 120 1.3 - - 0.00 0.0 12.00 0.106 1.3 12.00 120 1.2 - 0.00 0.0 12.00 0.102 1.2 8.00 120 0.9 0.00 0.0 8.00 0.107 0.9 12.00 120 1.3 - 0.00 0.0 12.00 0.109 1.3 12.00 120 0.1 - 0.00 0.0 12.00 0.005 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 312 0.0 44.5 203 12.00 120 0.0 205 35.2 55.7 10.8 234 H3.000 -- 0.00 0.0 204 35.2 55.6 55.3 3.314 12.00 0.003 0.0 Pipe: 313 204 35.2 203 35.2 Pipe: 314 203 35.2 202 35.2 0.0 55.6 55.6 0.0 55.6 55.5 35.0 202 9.5 235 44.5 23.8 201 11.3 236 35.0 H3.000 3.314 H3.000 E:10.2 3.314 F: 5.1 12.00 120 0.00 12.00 0.002 37.38 120 15.30 52.68 0.001 0.0 0.0 0.0 0.1 0.0 0.1 Pipe: 315 0.0 12.2 200 15.63 120 0.0 202 35.2 55.5 11.5 237 H3.000 0.00 0.0 201 35.2 55.5 23.8 3.314 15.63 0.001 0.0 Pipe: 316 201 35.2 200 35.2 0.0 55.5 55.5 0.0 12.2 238 12.2 H3.000 3.314 11.92 120 0.00 11.92 0.000 0.0 0.0 0.0 Pipe: 317 0.0 67.6 205 27.13 120 1.8 TOR 35.2 57.5 13.4 232 H4.000 E:13.9 13.90 0.0 206 35.2 55.7 456.9 4.310 41.03 0.044 1.8 Pipe: 318 BOR TOR 2.0 35.2 0.0 73.7 57.5 0.0 456.9 206 456.9 B5.000 5.295 TBGA 33.17 120 16.2 83.20 -14.4 116.37 0.016 1.9 Pipe: 319 0.0 0.0 1.00 120 0.0 BFO 2.0 73.7 456.9 TOR B6.000 0.00 0.0 BOR 2.0 73.7 456.9 6.357 1.00 0.007 0.0 Pipe: 320 0.0 Fixed Pressure Loss Device BFI 2.0 77.7 456.9 BOR 4.0 psi, 456.9 gpm BFO 2.0 73.7 456.9 Pipe: 321 0.0 0.0 UG 35.2 63.4 456.9 BFO BFI 2.0 77.7 456.9 Pipe: 322 Source 0.0 SRCE 35.2 63.6 456.9 BFI UG 35.2 63.4 457.0 D8.000 2E:53.8 8.265 3.00 140 53.80 56.80 0.001 50.00 140 D8.000 T:52.3 58.30 8.265 G: 6.0 108.30 0.001 14.3 14.4 0.1 0.1 0.0 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 4903012830 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.156 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.8 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: B MATERIAL: SCH.10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 5.295 15.20 31.60 10.10 34.10 11.40 2.50 0.00 0.00 7.60 3.80 1.90 1.30 20.20 12.60 36.60 0.00 6.357 17.60 37.70 11.30 40.20 12.60 3.80 37.70 41.50 8.80 4.40 2.20 1.30 22.60 13.80 42.70 0.00 PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11 H Q 22/Ell 11gE11 8.265 26.90 52.30 19.40 67.20 17.90 6.00 61.20 0.00 13.40 6.70 3.40 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 PAGE: H Diameter (in) 1.728 2.703 3.314 4.310 PAGE: J Diameter (in) MATERIAL: DYNFLO HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk D F DPV1v 45E11 H Q 22/Ell 1lgE11 5.60 11.30 1.40 0.70 9.30 18.70 2.30 1.20 10.20 21.80 2.50 1.30 13.90 27.90 3.50 1.70 I S U V W Couplg FM90E1 FM45E1 FMTee FMRunT 2.80 12.70 0.00 0.00 0.00 1.40 11.30 8.50 16.90 0.00 6.20 21.80 10.90 1.60 26.40 1.60 15.50 10.90 24.90 0.00 7.30 23.30 14.60 1.50 24.80 1.50 16.00 10.90 27.70 0.00 8.40 30.70 16.70 2.80 39.00 1.40 19.50 12.50 33.40 0.00 MATERIAL: DynaTh HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk 0.00 35.70 42.20 41.80 2.80 4.70 5.10 7.00 D F DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 1.080 2.30 5.80 2.30 5.80 0.00 0.00 0.00 0.00 1.20 0.60 0.30 1.20 6.90 5.80 10.40 0.00 ToI-Brace Seismic Calculations Project Address: Round One Bowling COSCO FIRE PROTECTION IN( 3308 S 131ST PLACE B -Line TUI(WILA,WA 98168 ..�� 206-438-3360 by ,' IT•N COSCOFP110NM on 2013 NFPA Pamphlet #13 2800 South Center Mall Tukwila, Wa Job # 25506160 Calculations based Brace Information Tolco Brace Components Maximum Spacing 27' 0" (8.23 m) ToIco Component Fig. Number Adjusted Load Fig 1001 Clamp 1470 lbs (667 kg) Fig 980 Universal Swivel 1616 lbs (733 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 60° Min. 9 Least Rad. of Gyration 0.42" (11 mm) TOLCO Assembly TOLCO FIG. UNIVERSAL SWAY ATTACHMENT STEEL Detail 981 BRACE PIPE f. LIR Value 200 Max Horizontal Load 1604 lbs (728 kg) Force Factor (Cp) 0.5 Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type C MaximumLoad 1860 lbs844 kg)�* t FIG. 1001 FAST CLAMP Diameter N/A Length N/A TyPe Fig.825 Across Beam Brace Identification on Plans 3" Lateral Orientation of Brace Lateral Braced Pipe: 3" Sch.7 steel Pipe Load INformation Size and Type of Pipe Total Length Total CalculatedLoad 3" Sch.7 Steel Pipe (76.2 mm) 27ft (8.2 m) 97 lbs (44 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 236ft (71.9 m) 337 lbs (153 kg) 1" Threadable Thinwall (25.4 mm) oft.. eeINUP!• Ill��� 27ft `.2 m� w� 24 lbs (11 kg) MN PIRG PRoTECT/0N�iP11RNtt.%R il II AlSmith i 40614194.0 Level 3 1 Cosoo.Flr. Protection, ire. = C0800rP11owM 1 1111111=1111 Percentage added for Fittings and S =' 3 -I 69 lbs (31.3 kg) Total Adjusted Load of all enrt0lfliiltZb"f1t#'tlMItelnt l�•��• 528 lbs (240 kg) fTol-Brace Verizon 8i ToI-Brace Seismic Calculations Round One Bowling Job # 25SD6160 2800 South Center Mall Brace Identification 3" Lateral Brace Type (Per NFPA#13) NFPA Type C Braced Pipe 3" Sch.7 Steel Pipe Spacing of Brace 27' 0" (8.23 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 60° Type of Fastener Fig.825 Across Beam (75-90 Degrees) Length of Fastener Summary of Pipe within Zone of Influence N/A B -Line by CITA 3" Sch.7 Steel Pipe (76.2 mm) 27ft (8.2 m) 1.5" Sch.7 Steel Pipe (38.1 mm) 236ft (71.9 m) 1" Threadable Thinwall (25.4 mm) 27ft (8.2 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 528 lbs (240 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1860 lbs (844 kg) Fig 1001 Clamp 1470 lbs (667 kg) Fig 980 Universal Swivel 1616 lbs (733 kg) Structural Member Open Web Steel Joist 15% Calculations prepared by Martin Traicoff * The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with ToI-Brace 8 Visit us at www.toko.com Tol-Brace Seismic Calculations Project Address: Round One Bowling COSCO FIRE 3308 S 131ST TUKWILA,WA 206-438-3360 COSCOFP110NM on 2013 PROTECTION IN( PLACE B -Line 98168 by EIT•N NFPA Pamphlet #13 2800 South Center Mall Tukwila, Wa Job # 25SD6160 Calculations based Brace Information Tolco Brace Components Maximum Spacing 25' 0" (7.62 m) Tolco Component Fig 1001 Fig 980 Universal "Please other components Fig. Number Adjusted Load Clamp 1380 lbs (626 kg) Swivel 1616 lbs (733 kg) 'Calculation Based on CONCENTRIC Loading Note: These calculations are for Tolco components only. Use of any 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 60° Min. Least Rad. of Gyration 0.42" (11 mm) TOLCO Assembly TOLCO FIG. UNIVERSAL SWAY ATTACHMENT STEEL Detail 981 BRACE PIPE + V UR Value 200 Max Horizontal Load 1604 lbs (728 kg) Force Factor (Cp) 0.5 Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type C MaximumLoad 1860 lbs (844 kg) FIG. 1001 J. FAST CLAMP �� Diameter N/A Length N/A Type Fi.9.825 Across Beam Brace Identification on Plans 2-1/2" Lateral Orientation of Brace Lateral C Braced Pipe: 2.5" Sch.7 Steel Pipe Load INformation Size and Type of Pipe Total Length Total CalculatedLoad 2.5" Sch.7 Steel Pipe (63.5 mm) 25ft (7.6 m) 66 lbs (30 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 236ft (71.9 m) 337 lbs (153 kg) 1" Threadable Thinwall (25.4 mm) 27ft (8.2 m) 24 lbs (11 kg) Percentage added for Fittings and Sprinklers 115% 64 lbs (29.03 kg) Total Adjusted Load of all pipe within Zone of Influence 492 lbs (223 kg) lTol-Brace Verizon BI ToI-Brace Seismic Calculations Round One Bowling 2800 South Center Mall 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 # 25SD6160 2-1/2" Lateral NFPA Type C 2.5" Sch.7 Steel Pipe 25' 0" (7.62 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 60° Fig.825 Across Beam (75-90 Degrees) N/A Summary of Pipe within Zone of Influence B -Line by 6:T•111 2.5" Sch.7 Steel Pipe (63.5 mm) 25ft (7.6 m) 1.5" Sch.7 Steel Pipe (38.1 mm) 236ft (71.9 m) 1' Threadabte Thinwall (25.4 mm) 27ft (8.2 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 492 lbs (223 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1860 lbs (844 kg) Fig 1001 Clamp 1380 lbs (626 kg) Fig 980 Universal Swivel 1616 lbs (733 kg) Structural Member Open Web Steel Joist 15% Calculations prepared by Martin Traicoff " The description of the Structural 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 8 Visit us at www.tolco.com Tol-Brace Seismic Calculations COSCO FIRE PROTECTION IN( Project Address: Round One Bowling 3308 S 131ST PLACE B -Line TUKWILA,WA 98168 1, 2800 South Center Mall by EIT•N 206-438-3360 Tukwila, Wa COSCOFP110NM Job # 25SD6160 Calculations based on 2013 NFPA Pamphlet 013 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig 4L Clamp 890 lbs (404 kg) Bracing Material 1" Sch.40 Fig 980 Universal Swivel 1616 lbs (733 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading 'Please Note: These for Tolco components only. Use of any calculations are other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) UR Value 200 Assembly Detail Max Horizontal Load 1604 lbs (728 kg) TOLCO FIG. 981 UNIVERSAL SWAY BRACE ATTACHMENT Force Factor (Cp) 0.5 ,.•, STEEL PIPE Other Requirements - FM Approved Loads Fastener Information'�,: ,�' ;o Fastener Orientation NFPA Type Cft MaximumLoad 860 lbs (390 kg) TOLCO FIG. 4LPIPE CLAMP F _ SWAY BRACING f w Diameter N/A , ti Length N/A __ J TYPe f .825 Brace Identification on Plans 3" Longitudinal Orientation of Brace Longitudinal Braced Pipe: 3" Sch.7 Steel Pipe Load INformation L Size and Type of Pipe Total Length Total CalculatedLoad 3" Sch.7 Steel Pipe (76.2 mm) 30ft (9.1 m) 1108 lbs (49 kg) Percentage added for Fittings and Sprinklers 15% 16 lbs (7.26 kg) Total Adjusted Load of all pipe within Zone of Influence 124 lbs (56 kg) 1701 -Brace Verizon 8t ToI-Brace Seismic Calculations Round One Bowling 2800 South Center Mall 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 # 25SD6160 3" Longitudinal NFPA Type C 3" Sch.7 Steel Pipe 30' 0" (9.14 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 60° Fig.825 Along Beam (75-90 Degrees) N/A Summary of Pipe within Zone of Influence B -Line by EwT•N 3' Sch.7 Steel Pipe (76.2 mm) 1 30ft (9.1 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 124 lbs (56 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 860 lbs (390 kg) Fig 4L Clamp 890 lbs (404 kg) Fig 980 Universal Swivel 1616 lbs (733 kg) Structural Member Open Web Steel Joist 15% Calculations prepared by Martin Traicoff The description of the Structural Member is for informational purposes only. ToI-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tot -Brace 8 Visit us at www.tolco.com ToI-Brace Seismic Calculations COSCO FIRE PROTECTION IN( Project Address: Round One Bowling 3308 S 131ST PLACE B-. L' ne TUKWILAWA 98168 2800 South Center Mall by EIT•N 206-438-3360 Tukwila, Wa COSCOFP110NM Job # 25SD6160 Calculations based on 2013 NFPA Pamphlet 013 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig 4L Clamp 1420 lbs (644 kg) Bracing Material 1" Sch.40 Fig 980 Universal Swivel 1616 lbs (733 kg) Angle from Vertical 60° Min. "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. Least Rad. of Gyration 0.42" (11 mm) 200 Assembly Detail UR Value Max Horizontal Load 1604 lbs (728 kg) TOLCO FIG. 981 UNIVERSAL SWAY BRACE .0 ATTACHMENT Force Factor (Cp) 0.5 STEEL PIPE Other Requirements - FM Approved Loads Fastener Information j Fastener Orientation NFPA Type C lo, TOLCO FIG. 4L PIPE CLAMP FOR MaximumLoad 860 lbs (390 kg) ___ SWAY BRACING i Diameter N/A 1 Length N/A ------ -- j1 ' i 1Y139 TYPe Fig.825 Brace Identification on Plans 2-1/2" Longitudinal Orientation of Brace Longitudinal Braced Pipe: 2.5' Sch.7 Steel Pipe Load INformation Size and Type of PipeLength Total Total CalculatedLoad 2.5" Sch.7 Steel Pipe (63.5 mm) 30ft (9.1 m) 179 lbs (36 kg) Percentage added for Fittings and Sprinklers 15% 12 lbs (5.44 kg) Total Adjusted Load of all pipe within Zone of Influence 91 lbs (41 kg) (Toa -Brace Verizon 81 ToI-Brace Seismic Calculations Round One Bowling 2800 South Center Mall 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 Summary of Pipe within Zone of Influence Job # 25SD6160 2-1/2" Longitudinal NFPA Type C 2.5" Sch.7 Steel Pipe 30' 0" (9.14 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 60° Fig.825 Along Beam (75-90 Degrees) N/A B -Line by E t'N 2.5• Sch.7 Steel Pipe (63.5 mm) 130ft (9.1 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 91 lbs (41 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 860 lbs (390 kg) Fig 4L Clamp 1420 lbs (644 kg) Fig 980 Universal Swivel 1616 lbs (733 kg) Structural Member Open Web Steel Joist 15% Calculations prepared by Martin Traicoff • The description of the Structural 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 8 Visit us at www.totco.com LlERNUL. Install Date: [date missing] Round One 2800 South Center Mall Suite 1800 Tukilla , WA 98188 Richard 816-564-5716 Ansul 6.0 gallon coolkJine AAA Fire and Safety Inc 3013 3rd Ave N Seattle , WA 98109 Steve 253-202-7259 steve@aaafire.com AAAFIS1140DS —.30- 3 a 17 %17n 0 0.3; 1-41 J 77I‘417' 7x 17 n. 119.5 829 in. 40P.„ With ayhn rect 14 23 iv kem table Fry rx 14x 14 in. dipEaad: 14 x 2 ♦ t i�Vidi Fiisaeled Nen reit. stsd (no han azatd)d) 36:zz8- Flow Summary: Coverage Hood: Statile Bank Hood Sug.e Bank Duct Square Duct: Square Misc/Non listed tem Gnddle Fryer 1 vat, dnpboard Fryer. 1 vat. dripboard Total Flow Points 1.iscRion-Lisled Nem hid mew 48 %24 in. NrsoNo -Limed ixn Freezer (no hazed) Overall Dimensions I Nozzle I Flows I Nozzle Location 119.5 x 48 in. 1N 1 2-4 in- from finer face, center of height dimension, aimed down filter length. 119.5 x 48 in- 1N 1 2-4 in. from finer face, center of height dimension, aimed down finer length. 17x 17 in- 2W 2 2-8 in. into center of duct opening, aimed up 17 x 17 in. 2W 2 2-8 in. into center of dud opening, aimed up 48 x 24 in. 245 x4 8 NIA 36 x 24 in. 260 2 30-50 in., 0-2 iL inside perimeter, aimed at center 3N 3 21-34 i1., (34 rL diagonal dist to hazard center) along/within perimeter, aimed at center 3N 3 25-35 in., FRONT HALF of perimeter, aimed at center 22 /'ori /0' 20' 7 c o fr.-7 HAf Zif/21? i� r -/os .77:D ,4.Uo eA/A/2,.1 &y 07II,2 f .(" C/ASS 'Rocro L� ot'i tens 1013 dovi �q-�c�►, �retd v.e,; 5t �vfi.w 0�'11•�e►s�bhf 01,14 - Co i Yfc.i- 00ILIPSDtruf 10.4",.'- . PAID Utiill il_�': z,5err ,`..za% SYSTEM DESIGN The ANSUL R-102 Restaurant Fire Suppression System may be used on a number of different types of restaurant cooking appli- ances and hood and duct configurations. The design information listed in this section deals with the limitations and parameters of this pre-engineered system. Those individuals responsible for the design of the R-102 system must be trained and hold a current ANSUL certificate in an R-102 training program. The R-102 and the PIRANHA systems use compatible agents and components, therefore, they may be used together for cooking appliance, hood, and duct protection. The primary ANSUL AUTOMAN Release can be either an R-102 or a PIRANHA ANSUL AUTOMAN Release and can actuate up to two additional R-102 or PIRANHA Regulated Actuators. In systems utilizing a 101 remote release, any combination of the maximum number of regulated actuators can be used. • Both systems must actuate simultaneously. • Each system must be designed and installed per its appropri- ate manual. • Adjacent appliances requiring protection must be protected with the same type of system, either R-102 or PIRANHA, unless the center -to -center spacing between the adjacent R-102 and PIRANHA nozzles is no less than 36 in. (91.4 cm). • When appliances are protected with R-102 nozzles, the hood and connecting duct above those appliances cannot be pro- tected with PIRANHA nozzles. • Mixing systems in a common plenum is not allowed. One of the key elements for restaurant fire protection is a correct system design. This section is divided into ten sub -sections: Noz- zle Placement Requirements, Tank Quantity Requirements, Actu- ation and Expellant Gas Line Requirements, Distribution Piping Requirements, Detection System Requirements, Manual Pull Sta- tion Requirements, Mechanical Gas Valve Requirements, Electri- cal Gas Valve Requirements, Electrical Switch Requirements, and Pressure Switch Requirements. Each of these sections must be completed before attempting any installation. System design sketches should be made of all aspects of design for reference during installation. NOZZLE PLACEMENT REQUIREMENTS This section gives guidelines for nozzle type, positioning, and quantity for duct, plenum, and individual appliance protection. This section must be completed before determining tank quantity and piping requirements. Duct Protection — Single Nozzle All duct protection is UL listed without limitation of maximum duct length (unlimited length). This includes all varieties of ductworks both horizontal and vertical including ducts that run at angles to the horizontal and ducts with directional bends. The R-102 system uses different duct nozzles depending on the size of duct being protected. SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-1 7-1-09 REV.8 GENERAL INFORMATION 1. Nozzles must be located 2-8 in. (5-20 cm) into the center of the duct opening, discharging up. See Figure 1. 2 — 8 IN. (5-20cm) FIGURE 1 000,73 2. In installations where a UL listed damper assembly is employed, the duct nozzle can be installed beyond the 8 in. (20 cm) maximum, to a point just beyond the damper assem- bly that will not interfere with the damper. Exceeding the maxi- mum of 8 in. (20 cm) in this way will not void the UL listing of the system. 3. Previously listed 3 flow number and 5 flow number duct pro- tection detailed in earlier published manual, Part No. 418087- 06, can also still by utilized. DUCT SIZES UP TO 50 IN. (127 cm) PERIMETER/ 16 IN. (41 cm) DIAMETER One 1W nozzle (Part No. 419336) = one flow number 50 in. (127 cm) perimeter maximum • 16 in. (41 cm) diameter maximum DUCT SIZES UP TO 100 IN. (254 cm) PERIMETER/ 32 IN. (81.3 cm) DIAMETER One 2W Nozzle (Part No. 419337) = two flow numbers 100 in. (254 cm) perimeter maximum • 32 in. (81.3 cm) diameter maximum The chart below shows the maximum protection available from each duct nozzle. Part Description No. 2W Nozzle 419337 1W Nozzle 419336 3.0 Gallon System Maximum 100 in. (254 cm) Perimeter Maximum 50 in. (127 cm) Perimeter 1.5 Gallon System Maximum 100 in. (254 cm) Perimeter Maximum 50 in. (127 cm) Perimeter SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-6 REV. 7 7-1-09 Plenum Protection (Continued) HORIZONTAL PROTECTION — OPTION 2 1W NOZZLE — PART NO. 419336 — "V" BANK PROTECTION One 1W nozzle will protect 6 linear feet (1.8 m) of "V" bank plenum. The nozzle must be mounted horizontally, positioned 1/3 the filter height down from the top of the fitter. Nozzles can be located at 6 ft (1.8 m) spacings on longer plenums. The nozzle must be positioned 0-6 in. (0-15 cm) from the end of the hood to the tip of the nozzle. See Figure 10. 1W NOZZLE 1/3 (H) f HEIGHT OF FILTER (H) k 4 F j (1.2 m) MAXIMUM 006624 ► TWO (2) 1N NOZZLES — PART NO. 419335 — "V" BANK PRO- TECTION Two 1N nozzles will protect 10 linear feet (3.1 m) by 4 ft (1.2 m) wide of "V" bank plenum. The nozzles must be mounted in the plenum, 2 to 4 in. (5 to 10 cm) from the face of the filter, centered between the filter height dimension, and aimed down the length. The nozzle must be positioned 0-6 in. (0-15 cm) from the end of the hood to the tip of the nozzle. See Figure 11. For a plenum, either single or "V" bank, with a linear extension longer than 10 ft (3.1 m), each bank may be protected using one 1N nozzle every 10 ft (3.1 m) or less depending on the overall length of the plenum. See Figure 12. The nozzles may point in the opposite directions as long as the entire plenum area is protected, and the 10 ft (3.1 m) limitation is not exceeded. See Figure 13. The nozzle positioning shown in Figure 14 is not an acceptable method of protection because the plenum area directly under the tee is not within the discharge pattern of either nozzle. 10 FT (3.1 m) MAXIMUM 10FT(3.1m) MAXIMUM 10 FT (3.1 m) MAXIMUM 10FT(3.1m) MAXIMUM 30 FT (9.1 m) 10 FT (3.1 m) MAXIMUM FIGURE 12 000266 10FT(3.1 m)/ MAXIMUM 30 FT (9.1 m) FIGURE 13 000207 FIGURE 14 000206 in ^ N, R1 CN VD in t°' 133 L E ) C) M E E L J SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-9 4-1-06 REV. 8 Fryer — Single Nozzle Protection (Continued) Maximum Area Dimensions — Single Nozzle Fryer Protection (Continued) Max. Size Max. Size Overall Type of Nozzle Height Nozzle Frypot Only With Dripboard Nozzle Above Top of Fryer Location See Figure 17 See Figure 18 19.5 in. x 19 in. (50 cm x 48 cm) 19.5 in. x 19 in. (50 cm x 48 cm) •18in. x18in. ► (46 cm x 46 cm) 19.5 in. x 25 3/8 in. 290 (50 cm x 65 cm) 19.5 in. x 25 3/8 in. 3N (50 cm x 65 cm) 18 in. x 27 3/4 in. (46 cm x 70.5 cm) 13 in. to 16 in. (33 to 41 cm) See Figure 18 3N 25 in. to 35 in. (64 cm to 89 cm) FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD 290 NOZZLE TIP POSITIONED OVER THE MIDPOINT OF THE HAZARD AREA ± 3 IN. (7.6 cm) FROM THE MIDPOINT ALONG THE LONGEST SIDE OF THE HAZARD AND ± 1 IN. (2.5 an) FROM THE MIDPOINT ALONG THE SHORTEST SIDE OF THE HAZARD AND AIMED AT THE MIDPOINT OF THE COOKING AREA 34 IN. (86 cm) MAXIMUM DIAGONAL DISTANCE BETWEEN NOZZLE AND CENTER OF HAZARD AREA i 21 in. (53 cm) 1 MINIMUM VERTICAL NO771 F HEIGHT FIGURE 17 FRYER WITHOUT DRIPBOARD FRYER WITHDRIPBOARD 3N NOZZLE TIP POSITIONED ANYWHERE ALONG OR WITHIN PERIMETER OF COOKING SURFACE AND AIMED TO THE CENTER OF THE COOKING AREA. FIGURE 18 002287 See Figure 19 a000io _ RIGHT-TO-LEFT CENTERLINE FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD NOTE: 3N N0771 F TIP MUST BE LOCATED WITHIN THE PERIMETER OF THE SURFACE AREA WITHIN THE FRONT HALF OF THE FRY POT AND AIMED AT THE CENTER. FIGURE 19 ► Griddle Protection 260 (2 -Flow) Nozzle — High Proximity ► Application Option 2 — Nozzle Perimeter Located ► 30 in. to 50 in. (76 cm to 127 cm) above the cooking surface. This high proximity application uses the 260 nozzle, Part No. 419341. The nozzle tip is stamped with 260 indicating this is a two -flow nozzle and must be counted as two flow numbers. ► One 260 nozzle will protect a maximum cooking area of 1440 in.2 ► (9290 cm2) with a maximum dimension of 48 in. (122 cm). When using this nozzle for griddle protection, the nozzle must be positioned along the cooking surface perimeter to 2 in. (5.1 cm) inside perimeter, and aimed at the center of the cooking ► surface. See Figure 43 and 44. 1 N0771 F LOCATION 1 t 0-21N.(0-5 cm) 1 INSIDE PERIMETER �1 V— OF COOKING SURFACE 1 1 } 1 1 1 EDGE 11 OF —+1 COOKING 1 1 SURFACE 1 50 I . (127 cm) MAXIMUM HEIGHT OF 260 NOZZLE TIP 301N. (76 an) MINIMUM HEIGHT OF 260 N0771 F TIP 000249 FIGURE 43 000249 COOKING AREA ► MIDPOINT OF 1 COOKING SURFACE I -+-/ AIM POINT 1 I -- L-------- J COOKING AREA 1 260 NOZZLE LOCATED ALONG ANY SIDE OF GRIDDLE SURFACE WITHIN 0 — 2 IN. (0 — 5 cm) OF COOKING SURFACE EDGE. NOZZLE MUST BE AIMED AT MIDPOINT OF COOKING SURFACE. f COOKING SURFACE EDGE FIGURE 44 000241 SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-19 7-1-09 REV.4 *Griddle Protection 290 (2 -Flow) Nozzle — Medium Proximity Application Option 2a — Nozzle Perimeter Located (Continued) 20 in. to 30 in. (51 cm to 76 cm) above the cooking surface. The medium proximity application uses the 290 nozzle, Part No. 419342. The nozzle tip is stamped with 290 indicating this is a two -flow nozzle and must be counted as two flow numbers. One 290 nozzle will protect a maximum cooking area of 1440 in.2 (9290 cm2) with a maximum dimension of 48 in. (122 cm). When using this nozzle for griddle protection, the nozzle must be positioned along the perimeter to 2 in. (5.1 cm) inside perimeter, and aimed at the center of the cooking surface. See Figure 45 and 46. COOKING AREA —04 CENTER OF 1 COOKINGSURFACE I i I AIM POINT COOKING AREA l 290 N0771 F LOCATED ALONG ANY SIDE OF GRIDDLE SURFACE WITHIN 0 — 2 IN. (0 — 5 cm) OF COOKING SURFACE EDGE. N0771 F MUST BE AIMED AT CENTER OF COOKING SURFACE. 1 1 NOZZLE LOCATION 1 1 0 — 2 IN. (0 — 5 cm) 1 1 INSIDE PERIMETER —►1 L OF COOKING SURFACE 11 /' 1 COOKING SURFACE EDGE FIGURE 45 000241 1 20 IN. (51 an) MINIMUM HEIGHT OF 290 NOZZLE TIP t 30 IN. (76 cm) MAXIMUM HEIGHT OF 290 NOZZLE TIP EDGE OF COOKING SURFACE FIGURE 46 000243 • DISTRIBUTION PIPING REQUIREMENTS (Continued) Distribution Piping Requirements — 6.0 Gallon Manifolded System (Continued) This configuration consists of two 3 gallon tanks. Both tanks are connected to a common manifold tee and are pressurized from a single double tank (Part No. 73022) nitrogen cartridge in the regu- ▪ lated release assembly. See Figure 115. Note: A tank mounting bracket can be utilized instead of the tank/enclosure assembly. ► See Figure 117. 10. USE HOSE/ GROMMET PACKAGE (PART NO. 418511) SEE NOTE —� NO. 1 3/8 IN. SUPPLY 3/8 IN. SUPPLY 3/8 IN. BRANCH I f 3/8 IN BRANCH IN-LINE BURST DISC ASSEMBLY – SEE NOTE NO. 4 30 GALLON TANK 3.0 GALLON REGULATED RELEASE ASSEMBLY OR 3.0 GALLON REGULATED ACTUATOR ASSEMBLY TANK/ENCLOSURE ASSEMBLY REMOVE BURST DISC – SEE NOTE NO. 3 DOUBLE TANK NITROGEN CARTRIDGE OR (LT -A-101-30 CARTRIDGE – REGULATED ACTUATOR ONLY) NOTE 1: THE PIPE CONNECTION FROM TANK CENTER TO TANK CENTER CANNOT EXCEED 8-1/2 IN. (21.5 cm). ALSO, OEM RELEASE/BRACKET ASSEMBLY CAN BE UTILIZED WHEN MANIFOLDING 3.0 GALLON TANK NOTE 2: ONLY 3 GALLON TANKS CAN BE MANIFOLDED. NOTE 3: THE BURST DISC THAT IS PART OF THE TANK ADAPTOR/BURST DISC ASSEMBLY MUST BE REMOVED AND MODIFIED. SEPARATE THE ALUMINUM DISC MATERIAL FROM THE PLASTIC GASKET. DISCARD THE ALUMINUM DISC MATERIAL AND REINSTALL THE PLASTIC GASKET BACK INTO THE TANK ADAPTOR/BURST DISC ASSEMBLY. NOTE 4: THE IN-LINE BURST DISC ASSEMBLY, PART NO. 416790, IS TO BE MOUNTED AS CLOSE TO THE TANK OUTLET AS POSSIBLE. AFTER SYSTEM DISCHARGE, THE ASSEMBLY MUST BE DISASSEMBLED AND A NEW BURST DISC INSTALLED. FIGURE 115 SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-55 7-1-09 REV.4 ► Distribution Piping Requirements —With Independent Pipe Runs Independent pipe runs can also be used with the regulated ► release assembly and the tank/enclosure assembly or tank mount- ► ing brackets. See Figure 116. When manifolding is not used, each of the two (2) 3 gallon tanks utilize the piping limitations of a single tank system. ► HOSE/ GROMMET PACKAGE (PART NO. 418511) r &� REGULATED RELEASE ASSEMBLY OR REGULATED ACTUATOR ASSEMBLY TANK/ENCLOSURE ASSEMBLY DOUBLE TANK NITROGEN CARTRIDGE OR 101-30 CO2 CARTRIDGE (LT -A-101-30 CARTRIDGE – REGULATED ACTUATOR ONLY) ► FIGURE 116 000786 ► Note: If an expellant gas hose is to be used for a second tank in an adjacent tank enclosure or tank bracket assembly, the second tank will need to be installed on the left side of the ANSUL AUTOMAN Regulated Release, with the outlets a maximum of 8 1/2 in. (21.6 cm) from center to center, similar to the manifolded system in Figure 115. Otherwise, the second tank will require 1/4 ► in. NPT pipe instead of expellant gas hose. p Withoilt Comments ( As Notec Re fa' Per The AL-tact-led Letter se plans have been reviewed by The Tukwi'N --,ention Bureau for conformance with current .` ,uaards. Acceptance is subject to errors and :.ions which do not authorize violations of ac,,, „-kc,a'ds ano ordinances. The responstflity for +_ _Zlequacy of dCia, rests totally wkth the 1esicne „t dtions, deletions C r revisions to mese d'raw'l? $ r -" I this oate wii, vo,1 '_nth acceptance anc 419 recr iir' resubmitie: of ,,sX.for 5 'uctpt.4e;,4 a ,; Final accetr ,rc, '1"r t.' Field test and Inspect:-_ The Tukvriia Date: (P -S-1 ':(114:111; aka -P; i a'• :'_F.7* 2C6 -57S-1.<07 End �sv ; th.,; Fire Permit Ko. /S -/-I- /01 •:xc^ct -.#‘4.1.3s £o shut- ...r..Ci cr ND 1 WLIN FIR ALAR Si EM TUKWILA, WASHINGTON SHEET \UV 3E SHEET TITLE FA -01 SYSTE v I\FOV ATI O \ FA -02 TYPICAL W RI\G A\3 v0J\T \G DETAILS & CALCULATIO\S FA -03 FI RST FLOG FRE ALAR V LA\ FA -04 SECO\D FLOOR FRE ALAR v PLA\ FA -05 RISER DIAGRAV SHEET INDEX QUANTITY 2 8 7 7 7 11 45 5 3 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT BPS REMOTE BOOSTER PAD -3 POWER SUPPLY SIEMENS PAD-3-ENCL 66" A.F.F. TO TOP SMOKE DETECTOR HFP-11 W/ (PHOTO -ADDRESSABLE) DB -11 BASE SIEMENS 4S DEEP W/ 1G RING CEILING ® DUCT SMOKE D DETECTOR FDBZ492-HR W/ SIEMENS HFP-11 DET. DUCT HOUSING DUCT WORKS TSM DUCT DETECTOR TSM -1 TEST SWITCH SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -M SINGLE INPUT HTRI-M INTERFACE MINIMODULE SIEMENS 4S BOX VERIFY IN FIELD HT -R INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S BOX VERIFY IN FIELD FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP W/ CEILING 1-1/2" EXTN FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM ® STROBE (CEILING MOUNT) SET -MC -W SIEMENS 4S DEEP W/ 1-1/2" EXTN 80" A.F.F. TO BOTTOM ZR -MC -CW SIEMENS 4S BOX CEILING END OF LINE RESISTOR (" JUNCTION BOX x 08") F.B.O. F.B.O. N/A VERIFY IN FIELD JUNCTION BOX ( 4S DEEP TYPE ) F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A EX EXISTING DEVICE N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A Without Comments ❑ As Noted In Re4 ❑ Per The Attached Letter plans have been reviewed by The Tukwila Fire -, ention Bureau for conformance with current City ::;cards. Acceptance is subject to errors and ..;;; sIons which do not authorize violations of adopted :.:::cards and ordinances. The responsibility for the :,. uacy of design rests totally -with the designer. deletions or revisions to these drawings after date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. = nal acceptance is subject to field test and inspection by Tne Tukwila Fire Prevention Bureau. Date: s - (5 By: LA FIRE �EPAR a -171 266-575-4407 0/% an d this Fire -0� tea: t dc . s for shut C.,yr, -ice "Val 1 NOTICE completed, signed, Tukwila Fire Department Pre -teat Certificate must presented to the Inspector prior to comnen cer; lent of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE 0\ ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL 3E OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE \ATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (LE. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE vIOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8.. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED 3RANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE V10UNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER \FPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARv4 RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS vUST BE RATED FOR TEMPERATURE IN THE E\VIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING 3ETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FI3ER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSE\ABLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED macys 4 LEVELS 250, 407s f ROUND 1 BOWLING & AMUSEMENT #633 NORDSTROM ii y 3 LEVELS 171,275si ESS �fAfi-t- -YTL� .t � ff ,v s C INE R RMR u(LJr i ? > P C -A" u4 AS$ DEESIO" .'g SR:COAST MORON • PICTURE J MDTNEPFOOD MATE WA.JEN&;fi(S VER;;_. ON WIRELESS MADE IN WASH.NOTO! ABERCROMBIE • • I 3 LEVELS 276.468sf MAR.4E S TEAM $AOP SEARS tion MHS LEN].Svnu I�i.Bi]a/ PATIO PATO PATO .ATO KEY PLAN WIRE SC EDJLE A\3 CO\DUIT FILL CHAT WIRE DESIGNATION REV. BY: SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE C STROBE SYNC - FEED TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) C' STROBE SYNC - RETURN TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) S' STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) V' SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) CONDUIT FILL CHAT NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/8" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED SYMBOLS LEGEND GENERAL NOTES AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH PAI D FEF 1 . M5 T U+KAilLA FIR Cc#327,5-71 TAPE AND TAPED AT END LLi et4 z r) co SO., SEATTLE, WASHINGTON Q FAX (206) 628-4990 TEL. (206) 622-6545 9 ) ) 5 J f W Q J J J f REV. BY: 0 0 DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: lCD MIIIADCD. 1 t1QG-1 i DESCRIPTION SHOP DRAWINGS DATE Lo to N 0 2 <<<<< 111 VLLEL T D Z 0 1 w z w U 2 0 D J W LL W w co >- cc w LL .. .41 • III • 40 S V) z 'JUALL: NUI I U JC.;ALt_ DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: lCD MIIIADCD. 1 t1QG-1 i 1 SHEET FA -01 Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved SINGLE LINE DIAGRAM Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total HFP-11 0.0022 0.0022 0.0023 0.018 FDBZ492-HR 7 0.0635 0.0635 0.064 0.448 HTRI MODULE 18 0.009600 0.0096 0.021 0.378 0.0731 Amps 0.826 Amps FIRE ALARM BOOSTER POWER SUPPLY BATTERY CALCULATION Project: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #1 PAD -3 BOOSTER POWER SUPPLY Date: February 18, 2015 Module/Device Qty Standby Total Standby Alarm (mA) (mA) (mA) Total Alarm (mA) Power Module 1 30 30 0 30 30 0 A TOTAL FIRE ALARM POWER SUPPLY 30 30 B Auxiliary Device Current 0 0 C Notification Appliance Load (Max. Total / mA) D E F G H J K 3721 Total(A)= 30 Total(B)= CALCULATION 3751 Total current ratings of all devices in system (line A + line B + line C) 30 3751 Total current ratings converted to amperes (line D x .001) 0.03 3.751 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 0.72 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.3124583 Add lines G and I Total Standby and Alarm AH 1.0324583 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 1.23894996 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #1 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3721.00 2 SET -MC -CW @15cd 69: 138 SET -MC -CW @30cd • ' 111 222 SET -MC -CW @75cd 200 0 . . SET -MC -CW @95od 264 - - 0 1 SET -MC -CW @15cd 64 64 2R-MC:W @30Cd. : - : - 111 ' 0-: , DEVICES 5 ' TOTAL mA= 424 14 306 23.33 424 .... . .„ .• . . • ' • Total Wire Resistance ( R) ( WL * 2 )* (R/ft) 1.58 Total Device Load Amps (I) (Total Cct Load) 0.42 Voltage Drop ( E) 1 (E= 1* R) 0.67 23.33 SET -MC -CW @15cd ; 69: 207 SET-IVICLOW @3gocl' : 111 222 1 SET -MC -CW @75cd 200 SET-Mo7CW @95od, r 264 r, 200: 3 ; ZR -MC -CW ©15cd • 69 207 DEVICES 9 TOTAL mA= 836: 14 286 22.77; 836 • Ftotai Wire Resistance (R) :(WL * 2 )* (R/ft) L1.48 Totat Devtce Load, Amps (1) (Total Cct Load) 084 1* R) 1.23 Voltage Drop (E) 2;77 SET -MC -CW @15cd ; 69 1381 SET -MC -CW @,30cd --- ---- 11 . 111 ; - -------- - 3 SET -MC -CW @75cd 200 600' 1 SET -MC -CW @95cd 264 264,„ .,, ..; _,. 1 SET -PAC -W @110cd 233 233 ZR -MC -CW 3Ocd 111 DEVICES • 8 TOTAL mA=; 1346', 14 = 328 1346 • Total Wire Resistance ( R ) (WL*2)*(R/ft)1 1.69 TOOL Device Load, Amps (1) . - , (Total Cct Loaf!) 1.35 Voltage Drop ( E) (E= 1 * R) 2.28 2 SET -MC -CW @15cd 69 138 ISET-MC-CW cg30cd 111 111 rr - - - • • ;SET -MC -CW @75cd 200, 400: SET,IVICCW;I:'@95cd, '264 SET -MC -W @1113cd 2 233 466 ZR -MC -CW; Occi :111 Q 1,11 DEVICES 1115! 14 : TOTALmA 177 22.981 1115 Total Wire Resistance ( R ) •( WL * 2)* (Rift) ; 0.91 Total Device Load, Amps (1) (Total ca Load) 1 12 ;Voltage Drop ( E ) .(E= 1* R) 7-r . , „ - r •ni 1.02 22.98 CALCULATIONS Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #2 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3777.00 2 SET -MC -CW @15cd69 138 . . ......... ,...., .. ,...., . 1 . •.' - SET -MC -CW .@30cd - 3 SET -MC -CW @75cd - 200 600 2-;--' - - SETAC7CW _495od:- : -- -- -:- 264 -- - -.'5*6.-: . -' - r : ' - . ' • • ' ''' - . ' -. • - . - ' : ' '' - . , ' . . ' MAIC -CW @15cd , 69 0 111 . -.. - - .- -. 0 ..-. - - " .....„..... .., ,•., , ........„-,___,-_,......- .. .„. ,,,...„..._______..„ ......,........._ DEVICES 8 TOTALmA: 1377 14 368 21.39 1377 111 Total Wire Resistance ( R ) ( WL * 2 )* (Rift) 1.90 Total Device Load; Amps (1): ;' ::::;;;;;2, „ „: -;.; ; -, -., ;; := . : _,(Total Cot, Load) ::- - , i 1.35 Voltage Drop ( E) , (E= 1 * R) 2.61 EOL Voltage, -..24--E)':.:::- :::,,,:: r , -.:': 21'.39 SET -MC -CW @l5cd 1 690 SET-MCCW-'-'@30cd:.:. ..- --. -.-.'• r, 111:-: _ , : - -- :', --G. . 6 ,SET -MC -CW @75cd 1 200 1200 ET4tio---cii.v-: .gaicci7.7.1:-...r;-:•.''_...1'..':.0-4-:, .., . 1 -Et-iVtcLW @iiocd • 233' 233; -.: : - • ----- :-:;'r.. - 4c.icw.:•.43qd-.:-,,.- 7----..1.,..1i1,--- .:-_- • DEVICES 7 - TOTAL nA=. 1:4.33 14 332 21.55; 1433 Total Wire Resistance (R) (WL*2 )*(Rift): 1.71 Total Device Load Amps (1) otat Cct Load) 1 43 - Voltage Drop ( E)• (E= 1 * R) 2.45 21.55 EOL Voltage 111; 222 2;SET--M-C--aW @75cd ' 200, . 400SET-MC-CW 95cd - 264. „ „, • .. _'• ZR-MC-CW@I5cd 69; 0: DEVICES TOTAL-- mA= 967 14 265 22.68; 967 - _ rTotal Wire Resistance ( R ) • ( WL* 2 ) * (R/ ft) 1.37 Total Device Load, Amps (1) (Totat Cct Load) 097Voltage Drop ( E ) (E= 1* R) 1.32 EOL Voltage7 1- 22.68 Notification Appliance Circuit Detail - VOICE PROJECT: ROUND 1 BOWLING & AMUSEMENT - - - - - Panel: NEW SPEAKER CIRCUIT •Wire Resistance 2.58 Date: February 18, 2015 CURRENT TOTAL= 354.00 ,SET -MC @IA -WATT 3.54; 0 SET -MC @112 -WATT 708 354 SET @1/4 -WATT 14.14 DEVICES ;50 , • TOTAL mA=i 354 14 1032 • 22.11 354 „ . ;Total Wire Resistance ( R ) ' : ( WL* 2 )* (Rift)1 --- 5.33 - - (Total Cct Load) --; - - -- 0.35 VoltageTotaiDevDrcoepL(oEad) Amps (1) ; .• (E= 1 * R) 1.89 - EOL Voltage: . ... 22.11 - - . 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 1 I... I 1 \ V 1 N..,1 1 fl.J [NO DATE DESCRIPTION REV. BY: FIRE ALARM BOOSTER Project' ROUND 1 BOWLING & Panel: BPS#2 PAD -3 BOOSTER Date: February 18, 2015 POWER AMUSEMENT POWER Qty SUPPLY SUPPLY Standby (mA) BATTERY Total Standby (mA) CALCULATION Alarm (mA) Total Alarm (mA) Module/Device , . Power Module 1 30 30 0 30 30 0 A TOTAL FIRE ALARM POWER SUPPLY 30 30 B Auxiliary Device Current 0 0 C Notification Appliance Load (Max. Total / mA) 0 3777 D Total(A)=30 .Total(B)= 1 3807 CALCULATION , Total current ratings of all devices in system (line A + line B + line C) 30 3807 E Total current ratings converted to amperes (line D x .001) 0.03 3.807 F G Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 0.72 H 1 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H , Total Alarm AH 0.3171231 J K Add lines G and 1 . Total Standby and Alarm AH 1.0371231 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 1.24454772 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #1 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3721.00 2 SET -MC -CW @15cd 69: 138 SET -MC -CW @30cd • ' 111 222 SET -MC -CW @75cd 200 0 . . SET -MC -CW @95od 264 - - 0 1 SET -MC -CW @15cd 64 64 2R-MC:W @30Cd. : - : - 111 ' 0-: , DEVICES 5 ' TOTAL mA= 424 14 306 23.33 424 .... . .„ .• . . • ' • Total Wire Resistance ( R) ( WL * 2 )* (R/ft) 1.58 Total Device Load Amps (I) (Total Cct Load) 0.42 Voltage Drop ( E) 1 (E= 1* R) 0.67 23.33 SET -MC -CW @15cd ; 69: 207 SET-IVICLOW @3gocl' : 111 222 1 SET -MC -CW @75cd 200 SET-Mo7CW @95od, r 264 r, 200: 3 ; ZR -MC -CW ©15cd • 69 207 DEVICES 9 TOTAL mA= 836: 14 286 22.77; 836 • Ftotai Wire Resistance (R) :(WL * 2 )* (R/ft) L1.48 Totat Devtce Load, Amps (1) (Total Cct Load) 084 1* R) 1.23 Voltage Drop (E) 2;77 SET -MC -CW @15cd ; 69 1381 SET -MC -CW @,30cd --- ---- 11 . 111 ; - -------- - 3 SET -MC -CW @75cd 200 600' 1 SET -MC -CW @95cd 264 264,„ .,, ..; _,. 1 SET -PAC -W @110cd 233 233 ZR -MC -CW 3Ocd 111 DEVICES • 8 TOTAL mA=; 1346', 14 = 328 1346 • Total Wire Resistance ( R ) (WL*2)*(R/ft)1 1.69 TOOL Device Load, Amps (1) . - , (Total Cct Loaf!) 1.35 Voltage Drop ( E) (E= 1 * R) 2.28 2 SET -MC -CW @15cd 69 138 ISET-MC-CW cg30cd 111 111 rr - - - • • ;SET -MC -CW @75cd 200, 400: SET,IVICCW;I:'@95cd, '264 SET -MC -W @1113cd 2 233 466 ZR -MC -CW; Occi :111 Q 1,11 DEVICES 1115! 14 : TOTALmA 177 22.981 1115 Total Wire Resistance ( R ) •( WL * 2)* (Rift) ; 0.91 Total Device Load, Amps (1) (Total ca Load) 1 12 ;Voltage Drop ( E ) .(E= 1* R) 7-r . , „ - r •ni 1.02 22.98 CALCULATIONS Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #2 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3777.00 2 SET -MC -CW @15cd69 138 . . ......... ,...., .. ,...., . 1 . •.' - SET -MC -CW .@30cd - 3 SET -MC -CW @75cd - 200 600 2-;--' - - SETAC7CW _495od:- : -- -- -:- 264 -- - -.'5*6.-: . -' - r : ' - . ' • • ' ''' - . ' -. • - . - ' : ' '' - . , ' . . ' MAIC -CW @15cd , 69 0 111 . -.. - - .- -. 0 ..-. - - " .....„..... .., ,•., , ........„-,___,-_,......- .. .„. ,,,...„..._______..„ ......,........._ DEVICES 8 TOTALmA: 1377 14 368 21.39 1377 111 Total Wire Resistance ( R ) ( WL * 2 )* (Rift) 1.90 Total Device Load; Amps (1): ;' ::::;;;;;2, „ „: -;.; ; -, -., ;; := . : _,(Total Cot, Load) ::- - , i 1.35 Voltage Drop ( E) , (E= 1 * R) 2.61 EOL Voltage, -..24--E)':.:::- :::,,,:: r , -.:': 21'.39 SET -MC -CW @l5cd 1 690 SET-MCCW-'-'@30cd:.:. ..- --. -.-.'• r, 111:-: _ , : - -- :', --G. . 6 ,SET -MC -CW @75cd 1 200 1200 ET4tio---cii.v-: .gaicci7.7.1:-...r;-:•.''_...1'..':.0-4-:, .., . 1 -Et-iVtcLW @iiocd • 233' 233; -.: : - • ----- :-:;'r.. - 4c.icw.:•.43qd-.:-,,.- 7----..1.,..1i1,--- .:-_- • DEVICES 7 - TOTAL nA=. 1:4.33 14 332 21.55; 1433 Total Wire Resistance (R) (WL*2 )*(Rift): 1.71 Total Device Load Amps (1) otat Cct Load) 1 43 - Voltage Drop ( E)• (E= 1 * R) 2.45 21.55 EOL Voltage 111; 222 2;SET--M-C--aW @75cd ' 200, . 400SET-MC-CW 95cd - 264. „ „, • .. _'• ZR-MC-CW@I5cd 69; 0: DEVICES TOTAL-- mA= 967 14 265 22.68; 967 - _ rTotal Wire Resistance ( R ) • ( WL* 2 ) * (R/ ft) 1.37 Total Device Load, Amps (1) (Totat Cct Load) 097Voltage Drop ( E ) (E= 1* R) 1.32 EOL Voltage7 1- 22.68 Notification Appliance Circuit Detail - VOICE PROJECT: ROUND 1 BOWLING & AMUSEMENT - - - - - Panel: NEW SPEAKER CIRCUIT •Wire Resistance 2.58 Date: February 18, 2015 CURRENT TOTAL= 354.00 ,SET -MC @IA -WATT 3.54; 0 SET -MC @112 -WATT 708 354 SET @1/4 -WATT 14.14 DEVICES ;50 , • TOTAL mA=i 354 14 1032 • 22.11 354 „ . ;Total Wire Resistance ( R ) ' : ( WL* 2 )* (Rift)1 --- 5.33 - - (Total Cct Load) --; - - -- 0.35 VoltageTotaiDevDrcoepL(oEad) Amps (1) ; .• (E= 1 * R) 1.89 - EOL Voltage: . ... 22.11 - - . 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 1 I... I 1 \ V 1 N..,1 1 fl.J [NO DATE DESCRIPTION REV. BY: 0 M ci DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: Irmo 1.111kAIDCD. 1 rls:?a_1 .... SHOP DRAWINGS L() up ..-:. (NI 0 DE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE FOR ADDI11ONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. DUCK OVER 3' WIDE: SAMPLE TUBE MUST GO TI -IRU THE DUCT AND BE CAPPED. TUBE OUTLET SAMPLING TUBE INLET SAMPLING AT LEAST SIX DUCT WIDTHS FROM BEND DUCT DETECTOR MOUNTING DETAIL 120VAC-60HZ DEDICATED EMERGENCY" FROM EXISTING MAIN FACP C CABLE C' CABLE 0 N 00 00 0 PAD -3 00 17 INPUT INPUT TROUBLE NAC1NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - S S 113-1M 3.6k EOL 0 0 (-) (+) (-) (+) NAC S4 NAC S3 NAC S2 NAC S1 POWER SUPPLY WIRING DETAIL HARD LID CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE o o SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL FROM REMOTE POWER SUPPLY FEED FROM EXISTING VOICE CIRCUIT (V CABLE) RETURN TO EXISTING VOICE CIRCUIT (V' CABLE) Th H STROBE SPEAKER (-) 0 (+) STROBE STROBE SPEAKER (+) SPEAKER STROBES & STROBES ONLY WIRING DETAIL FROM PREVIOUS ADDRESSABLE DEVICE TO NEXT DEVICE OR END OF LINE TBI NO COM NC TO FAN SHUTDOWN EOLR 470 SWITCH + INPUT LED TSM -1 HTRI-M RED BLK NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERATING TEMPERA +32'F (0' C) TO 100' F 38' C) HUMIDITY: 0-93% RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR -›- FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE TO NEXT (Do 22 ADDRESSABLE DEVICE ORG ORG GRN NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL DUCT DETECTOR/HTRI-M MODULE/TSM-1 SWITCH WIRING DETAIL TYPICAL WIRING AND MOUNTING DETAILS DATA IN (-) > DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 „/ STANDARD SMOKE DETECTOR BASE (+) SMOKE DETECTOR WIRING DETAIL JUNCTION BOX MOUNTED ON CEILING FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT rif > TO NEXT ADDRESSABLE DEVICE 0 0 1 TO NEXT DEVICE 00 CADDY BAR SMOKE DETECTOR SUSPENDED ILLUMINATED CEILING SMOKE DETECTOR MOUNTING DETAIL TRIM 1 u_ cin uJ "SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: Irmo 1.111kAIDCD. 1 rls:?a_1 SHEET FA -02 Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved f ( 3 f1 AREA OF WORK D >IST, D-0 ES i1 1ULE • S1-2 30cd S,V,C,C ®a S1-1 15cd 12)_ o—S,V,C,C s STIR S1-3 15cd 1 )I t o—D HT -R 1(}HT-R HT -R ?XIS HT -R HT -R HT -R HT -R HT -R HT -R I .TO EXISTING "DATA CIRCUIT`" - !I TO EXISTING MAIN FACP (NEW ZAC-40 AMP MODULE) 2 Ir s,v.c,C-0 • r V,C6,C S1-4 30cd D- -s,v;c,C UP TO 2ND FLOOR ;._AREA-OEWORK ✓5 IL D AREXOFWOR1 s1is I' 15od / S1 MEM= NUN= v,c4,C Ij FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. t\EXIST. ELEVATOR FIRST FLOOR FIRE ALARM PLAN SCALE: 3/32" = 1'0" ft - f EX EX`ST, EXTERIOF ENTRANCE Ioi I; O l•.J a l=c Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved z LU a 40.4 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 1.LLLn\JL, 1 \L V IVI VI YV NO DATE DESCRIPTION REV. BY: (1 DESIGNED BY: T. QUAALE DATE: 02/1 6/15 BACKROUND PLAN PROVIDED BY: IfID MI I►ADCD. 1 1-i R_ 1 ISHOP DRAWINGS L92/16/15 <<<<< } T Z an O 2 cr i cc Q w a� 2 � Q CCQz W u) °-1-- LLI ›. =0 1-- (/) w z z 2 E-- = CC 0UJ cc z � a LL � CC 8CC 0 0 to CO Ip 0 w J LLLi:CDLU (/) CC ' SUALL: .S/ .51 =1 U DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/15 BACKROUND PLAN PROVIDED BY: IfID MI I►ADCD. 1 1-i R_ 1 • SHEET � FA -032 x.11 mo?f=t........ 4._.._.' 52-x_ ' 15cd ir cd a — S4-5 ,, K-, J^ -vi v S,V S4-6 15cd S2-4 15cd a Tt�01 V / 216 4 U 85-8 95cd S5 3 L A r-; x232 s,v -. r I :< _RVICE AISLE 6O L,[N . L ''.NES 1 S5-7 95cd ^FEN TO E-ELOW S3-5 75cd 13 00;0 o—S,V _J -J3 T LON TL. HT Lti,4i I ANE =EDGE S TO BPS2 (S6) S5-6 -3Ocd CM TO BPS2 (S7) S5-4 ' °°i75cd\ \,../ S5-5 15cd • • SV V V S6-5 75cd © S5-3 75cd IS 1 T. • r TO BPS2 (S5) S5-1 75cd S7-9 EL: ; �,.F SECOND FLOOR FIRE ALARM PLAN SCALE: 3/32" = 1'0" FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved r) 00 0\ 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RFI FACT/RF\/ICICNC 1 \L 1 -Lam/ -,.J L, 1 .L V 1../1.-,1 '1 NO DATE DESCRIPTION REV. BY: DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: it r 11111,/DCD. 1 t-Ipa —1 IDMGSHOP DRAWINGS (0 N 0 aaa < < 1 D Z 0 Ct 1 J J CC W Z W U 2 0 O J W LL W 1! z1 am= w cc 0 0 J LL D Z 0 U w co 'SCALE: .5/ .52 =1 U DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: it r 11111,/DCD. 1 t-Ipa —1 rSHEET FA-042 FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. 2ND FLOOR TO EXISTING DATA CIRCUIT 1ST FLOOR ELEV #3 ALT PRIM FIREMAN'S ELEV #3 ELEV #3 HAT RECALL RECALL ELEV #2 ALT FIREMAN'S ELEV #2 HAT RECALL PRIM ELEV #2 RECALL HT -R ELEV #1 ALT PRIM FIREMAN'S ELEV #1 ELEV #1 HAT RECALL RECALL TO EXISTING MAIN FACP TO EXISTING MAIN FACP EOL V S7-1 75cd S7-2 15cd S7-3 S7-4 15cd 30cd S7-5 15cd S7-6 15cd S6-1 S6-2 S6-3 S6-4 75cd 75cd 75cd 75cd S6-5 S6-6 75cd 75cd C,C --D BPS2 D C,C'— v l S5-1 S5-2 S5-3 S5-4 S5-5 S5-6 yzyg Sb,V s,v S7-7 S7-8 15cd 75cd EOL S6 EOL S7 S7-9 30cd S6-7 110cd S,V S,V b b S5-7 75cd 15cd 75cd 75cd 15cd 30cd 95cd 120VAC, DEDICATED (BY OTHERS) S4-1 S4-2 S4-3 S4-4 75cd 15cd 30cd 110cd S4-5 S4-6 s,v b EOL S4 EOL S5 S4-7 75cd 15cd 110cd S5-8 95cd EOL S3 S3-1 15cd 30cd 15cd S3-4 S3-5 75cd 75cd S3-6 S3-7 S3-8 95cd 110cd 75cd BPS1 S2-1 S2-2 S2-3 S2-4 S2-5 S2-6 S2-7 v6 s,b v S s b S2-8 15cd 15cd 15cd 15cd 30cd 75cd 15cd 15cd 120VAC, DEDICATED (BY OTHERS) S1-1 S1-2 s,b s v s,v S1-3 S1-4 15cd 30cd 15cd 30cd EOL S1 S1-5 15cd EOL S2 S2-9 30cd RISER DIAGRAM Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved L4, 614 z 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 7 55 )_ J J J REV. BY: DMG DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: If1D K111k4DCD. 1 (14a _ 1 i DESCRIPTION SHOP DRAWINGS DATE N O2 <<<<< 2 1 TIMM O Z 0 CC1J w z w U 2 O D J W LL W >728 co a0 F— >" wz z= °C w Ci) Q Q =� LLJ CC og M 0 LL W (SCALE: NOT 10 SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: If1D K111k4DCD. 1 (14a _ 1 i SHEET FA -05 LI F'IRE AL,;,R TLTKWIL,A, WAIHINGTON r SH -ET \,,V3 S EET TITLE FA -01 SYSTEV I \F0 VATIO\ FA -02 TY.9ICAL W I\G A\D VO„\ TI\G DETAILS & CALCULATIO\S FA -03 FIST FLOG F R E ALA V PLA\ FA -04 SECO\ D FLOO F R E ALAN PLA\ FA -05 SES DIAGAV SHEET INDEX . QUANTITY 2 8 7 7 7 11 45 5 3 SYMBOL -DESCRIPTION MODEL MAN U FAC w L • 1/ • G HEIGHT BPS REMOTE BOOSTER POWER SUPPLY PAD -3 SIEMENS PAD-3-ENCL 66" A.F.F. TO TOP SMOKE DETECTOR HFP-11 W/ (PHOTO -ADDRESSABLE) DB -11 BASE SIEMENS 4S DEEP W/ 10 RING CEILING ® DUCT SMOKE D DETECTOR FDBZ492-HR W/ SIEMENS HFP-11 DET. DUCT HOUSING DUCT WORKS TSM DUCT DETECTOR TEST SWITCH TSM -1 SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -M SINGLE INPUT INTERFACE MINIMODULE HTRI-M SIEMENS 4S BOX VERIFY IN FIELD F11711 INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S BOX VERIFY IN FIELD FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP W/ CEILING 1-1/2" EXTN FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP W/ 1-1/2" EXTN 80" A.F.F. TO BOTTOM FIRE ALARM ® STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX CEILING END OF LINE RESISTOR (" JUNCTION 084") F.B.O. F.B.O. N/A VERIFY IN FIELD O JUNCTION BOX ( 4S DEEP TYPE ) F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A EX EXISTING DEVICE N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A fl without Comments p As Noted in Re4 - I:3 i Per The Attached Letter reviewed by The TukwilaF ire `fid plans have been mewith ,-� Prevention Bureau for conformance with cur. es ; City nce is subject to errors and girds. Acceptance adopted omissions which do not authorize violations of .adopw ndards and ordinances. The responsibility or the adNuacy of design rests totally with the designer. ns or revisions to these dra 'ings after Mations, d 9 is acceptance and will reo,Jre a this date will void tri >�-t` approval. resibrn ittal of revised drawings for subsae ue p� Final acceptance is subject to field test and Inspection by R• re.au. r FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACE\T TO DEVICE SYMBOL DE\OTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD 3E THE SECO\D DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JU 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CA3LE, FITTI\GS, AND ASSOCIATED EQUIPM ARE NOT SUPPLIED 3Y SIEMENS CERBERUS DIVISION. RISDICTION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 ENT) 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CA3LE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. . g FOR ADDff-ONAL INSTALLATION INSTRUCT i NS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, \.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED 3RANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STRODE AND STRODE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" 3ELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13_ ALL PANEI_ NUMBERS AND CIRCUITS WII_I_ RE ON THE RECORD PRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT 3E INSTALLED U\TIL AFTER THE CONSTRUCTIO\ CLEAN-UP OF ALL TRADES IS COMPLETE AND FI\AL. EXCEPTION: WHERE REQUIRED 3Y THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE SEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEA\ED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL 30XES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE NARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT ASD DEBRIS FROM THE OUTSIDE AND I\SIDE OF THE FIRE ALARM SACK BOXES AND JUNCTION BOXES AFTER COMPLETIO\ OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL 3E LOCATED IN CONDUIT. 22. 23. \FPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USI\G PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL 3E INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEv1BLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOvIMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED LL ROUND 1 BOWLING & AMUSEMENT #633 P macys 4 LEVELS 50,-07sr NORDSTROM LEVELS3 771 2'Se* L-5?FESSP1'�iT T_-� GOC V A RUBIw ,FRE R FKC a'AhK SttniaLASI CESIGN EEN DGE 'IRS UYNA F:Cr/FE PECRL EIAG0 ••E?�ON WRELESS MADE IN WC*NGTCN S ENCER lFTS _L,SRGMEIE PETAL J sTARi:CGs 'CAM :,.v s..GF L EM.YEAw as ,:IFIVt7-4 v1-' 0. RETAL L s:sz ME 1:1% S.!CF .$, MEG � ER:'U}IE s.,IRTZ -0 _ • � = _I . 1rNAe •"�GC�IS CG Y CCLD REP:'S jetiLS - L•.AI he hSTAhD PA,LESS1 SPGESOUPCE 1 •hCP,. F_A4 1M -ESS CT C0- 2« NI -S 0 1 CAMERA FA CDA FAG•.0• L.DS EXISTING JCPenney 3 LE ',ELS 3 LEVELS 276.465sf I-hk r GT•.' PETAL w° w • REAL. SEARS PET?JL TIO O RETAIL FAP Alt KEY PLAN WIC SCHEDa_.- ANl3 CO\3U T FILL CHAT PAID P 22 2010 MLA EIRP ee /-D - SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END K7 CO 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 7 5 J J Q J J J IREV. BY: 0 m D WIRE IESIGNATII\ BACKROUND PLAN PROVIDED BY: SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE C C' D P S S' V V' I STROBE SYNC - FEED TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) STROBE SYNC - RETURN TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) LL REVISION CONDUIT FILL CHATT NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.0. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.0. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.0. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/8" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH -- 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. `,sE I UK PAID P 22 2010 MLA EIRP ee /-D - SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END K7 CO 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 7 5 J J Q J J J IREV. BY: 0 m D DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: ICD kIIIAADCD. 1 noG1 I DESCRIPTION LL REVISION • SHOP DRAWINC ELEVATOR REC DATE 10 10 N 0) O O <<<<< 1 TIMM O Z O 1 J J W H Z W 0 I H 0 O J W LL W 0 >=28 < c17)' Na� 0 co ccWCi) Q CC og CI)(i) MCO W9(Th >- 'UALI:.: NUT 10 SUALL DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: ICD kIIIAADCD. 1 noG1 I SYMBOLS LEGEND GENERAL NOTES SINGLE LINE DIAGRAM Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved SHEET FA -012 Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total HFP-11 8 0.0022 0.0022 0.0023 0.018 FDBZ492-HR 7 0.0635 0.0635 0.064 0.448 HTRI MODULE 18 0.009600 0.0096 0:021 0.378 0.0731 Amps 0.826 Amps • A B C D E F G H I J K FIRE ALARM BOOSTER Project: ROUND 1 BOWLING & Panel: BPS #1 PAD -3 BOOSTER Date: February 18, 2015 Module/Device POWER AMUSEMENT POWER Qty SUPPLY SUPPLY Standby (mA) BATTERY Total Standby (mA) CALCULATION Alarm (mA) Total Alarm (mA) Power Module 1 30 30 0 30 30 0 TOTAL FIRE ALARM POWER SUPPLY 30 30 Auxiliary Device Current 0 0 Notification Appliance Load (Max Total / mA) 0 3721 Total(A)= 30 Total(B)= 3751 CALCULATION Total current ratings of all devices in system (line A + line B + line C) 30 3751 Total current ratings converted to amperes (line D x .001) 0.03 3.751 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 0.72 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.3124583 Add lines G and I Total Standby and Alarm AH 1.0324583 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 1.23894996 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 FIRE ALARM BOOSTER POWER SUPPLY BATTERY CALCULATION Project: ROUND 1 BOWLING & AMUSEMENT Panel: BPS#2 PAD -3 BOOSTER POWER SUPPLY Date: February 18, 2015 Module/Device Qty Standby Total Standby ......... .... (mA) (mA) Power Module Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #1 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3721.00 2 SET -M C -CW @15cd SET -MC -CW @30cd SET -MC -CW @75cd SET -MC -CW @95cd_ SET -MC -CW @15cd ZR -MC -CW @30cd DEVICES 69 111 200 264 64 111 TOTAL mA= Total Wire Resistance (R ) Total Device Load, Arn s I Voltage Drop ( E ) EOL Voltage 138 222 0 0 64 0 424 14 306 23.33 (WL*2)*(Rift). (Total Cct Load) =1*R) 4'-E)= 424 1.58 0.42 0.67 3 SET -MC -CW @15cd SEF -MC -CW SET7M@30cd.: s c=c @75cd 95cd ZR -MC -CW @15cd 30cd''` DEVICES 69 836 14 286 Total Wire Resistance (R Total Device LoadNAmpsW(1) Voltage Drop ( E )i EOL. Voltage 22.77 WL*._2 )* (RIft)_. total CctLoad)_ T- .l_. *._R) 836 1.48 0.84 1.23 22.77 2 SET -MC -CW @15cd SET -MC -CW. @30cd SET -M C -CW @75cd . S.ET-MC-CW @95cd SET -MC -W @110cd • ZR-MC=CVIF3acd . Alarm (mA) Total Alarm (mA) DEVICES 69 111 200 264 233 1.11 .:.. TOTAL mA= 138 111- '660: 264 233 1346- 14 328 21.72 1346 A TOTAL FIRE ALARM POWER SUPPLY 30 B Auxiliary Device Current Total Wire Resistance (R ) Total Device.Load, Amps (1).. Voltage Drop ( E ) EOL, Voltage ( Wt. *2)*(Rift).. (Total Gct Load) : (E_'* R).. 1.69 1.35 2.28 21.72 C Notification Appliance Load (Max. Total / mA 2 SET -MC -CW @l 5cd Total(A)=. 30 Total(B)= CALCULATION SET -MC -CW @3Ocd SET -MC -CW @75cd SET -MC -CW . c95cd S ET -M C -W @110cd Total current ratings of all devices in system (line A + line B + line C) Total current ratings converted to amperes (line D x .001) DEVICES Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). Multiply lines E and F Total Standby AH Multiply lines E and H Add lines G and I Total Alarm AH Total Standby and Alarm AH Multiply line J by 1.2 (20% extra insurance to meet desired performance) 0.0833 0.3171231 1.0371231 1.24454772 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 69 111 200 233 TOTAL mA= Total Wire Resistance (R ) Total Device Load, Amps (1) Voltage Drop ( E ) EOL Voltage_ 138 400: 0 466 1115. CALCULATIONS 14 177 22.98 1115 (WL*2)*(R/ft) (Total. Cct Load) (E=I*R) • 24 E): 0.91 1.12 1.02 22:98 Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #2 PAD -3 POWER SUPPLY Date: February 18, 2015 DEVICES SET -MC -CW 05cd 69 SET -MC -CW @30cd.:. 111 SET -MC -CW @75cd . 200 SET -MC -CW 95cd 264 ZR -MC -CW @15cd 69 ZR -MC -CW @30cd 111 8 TOTAL mA= Wire Resistance 2.58 CURRENT TOTAL= 3777.00 138 111 600 528 0 0 1377 14 368 21.39 Total Wire Resistance(R) (WL * 2 ) * (R/ft) Total .Device Load, Amps (l)..(Total Cct. Load) Voltage Drop ( E) (E= I * R) EOL Voltage _SET -MC -CW @15cd SET -MC -CV!/ '©30cd 6 SET -MC -CW @75cd SET -MC -CW. @95cd 1 .SET -MC W @110cd DEVICES 1.90 1.38 2.61 1433 14 332 Total Wire Resistance (R . -Total DevIce Load,,Amp6 (t 'Voltage Drop ( E) EOL Voltage (WL*2)*(Rift) ...................._....._... To!al CctLoad) 1.43 (E=1*R) 2.45 24 .- E) 21.55 DEVICES SET -MC -CW @15cd SET -MC -CW. ` @30cdN SET -MC -CW @75cd SET -MC -CW_ _@95cd ZR -MC -CW @15cd ZR -MC -CW @30cd 691, 345: 111 222;. 200; 400 264 69: 111 TOTAL mA= 0 0 0 967 14 265 22.68 967 Total Wire Resistance (R ) .Total Device Load:Amps (t) Voltage Drop ( E ) EOL Voltage (WL* 2 )* (R/f)...._...__..... (Total Cct Load) (E=I*R) 24-E) 1.37 0.97 1.32 22.68 Notification Appliance Circuit Detail - VOICE PROJECT: ROUND 1 BOWLING & AMUSEMENT • Panel: NEW SPEAKER CIRCUIT Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 354.00 • SET -MC @1/4 WATT 50 SET -MC 1i2 -WATT SET @1/4 WATT SET @1/2 -WATT DEVICES 50 3.54 7.08, 14.14 28.29 TOTAL mA= 0 Total Wire Resistance (R ) Total Device Load, Amps:(t) Voltage Drop_( E ) EOL Voltage 354 14 1032 22.11 354 (WL*2)*(Rift). (Total : Cct Load} (E=1*R) 24-E). 5.33 0.35 1.89 • • !:: ci3 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO4614 W 1 z 0 F- 0 c U w 0 0 0 N 0 a w -J w w F- 0 u7 CO N 0 Ln 0 0) 0 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. DUCK OVER 3' WIDE: SAMPLE TUBE MUST GO THRU THE DUCT AND.BE CAPPED. TUBE OUTLET--\ SAMPLING TUBE INLET SAMPLING AT LEAST SIX DUCT WIDTHS FROM BEND DUCT DETECTOR MOUNTING DETAIL 120VAC-60HZ DEDIC"lED EitERGINCY-( FROM EXISTING MAIN FACP C CABLE C' CABLE O r L 0 O PAD -3 00 INPUT INPUr TROUBLE NAC1 NAC2 NAC3 NNC4 AUX +1- 1 2+2- 2 NC C NO + - + - + - + - + - O Lm a a. 3.6k EOL 0 0 (-) (+) (-) (+) NAC S4 NAC S3 NAC S2 2 NAC S1 POWER SUPPLY WIRING DETAIL HARD LID CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSI❑N CEILING MOUNTED SPEAKER/STROBE Nr SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL FROM REMOTE POWER SUPPLY FEED FROM EXISTING VOICE CIRCUIT (V CABLE) RETURN TO EXISTING VOICE CIRCUIT (V' CABLE) STROBE SPEAKER CD CD (+) (-) STROBE 6) STROBE SPEAKER SPEAKER STROBES & STROBES ONLY WIRING DETAIL FROM PREVIOUS ADDRESSABLE DEVICE TO NEXT DEVICE OR END OF LINE cp NO COM NC 2 TO FAN SHUTDOWN EOLR 470 SWITCH + INPUT LED TSM -1 HTRI-M RED BLK NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. HUMIDITY: 0-93% RELATIVE HUMIDITY, HFP-11 SMOKE DETECTOR --\ FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE 2 TO NEXT 00 2 ADDRESSABLE DEVICE ORG ORG GRN NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL DUCT DETECTOR/HTRI-M MODULE/TSM-1 SWITCH WIRING DETAIL TYPICAL WIRING AND MOUNTING DETAILS DEVICE IS LISTED FOR AIR VOLOCITY APPUCATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW (+) SMOKE DETECTOR WIRING DETAIL JUNCTION BOX MOUNTED ON CEILING FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT > TO NEXT ADDRESSABLE DEVICE TO NEXT DEVICE --CADDY BAR SMOKE DETECTOR \\- SUSPENDED ILLUMINATED CEILING SMOKE DETECTOR MOUNTING DETAIL Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved 0 1 >--88 co 2 2 cc IT- c<E, Efi 1- CC 8n D LT - 0 0 LLI Lll 0 LU CI CC CL SHEET FA -02 DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE BACKROUND PLAN PROVIDED BY: SHEET FA -02 4 1•-• AREA OF WORK D—cD •!1' I '77) ; L___,±1 LI/ D • S,V,C,C S1-1 15cd S1-2 S,v,C,C 30cd 1111111111i; . , . 7171-717 1 , 1!,•!1.IlliI;;;;IIi ! cD— E/151.: !! ! I i I ! 5T4IR i I ; S1-3 15ed i 1 1 i Ji D HT -R - HT -R HT -R HT -R I HT -R HT -R HT -R HT -R HT -R TO EXISTING MAIN FACP (NEW ZAC-40 AMP MODULE) 11 •00101111 TO EXISTING DATA CIRCUIT ! i I ] ! 1 I 1 1 • : • ., ,1 S,V,C,C —c=,, S1-4 z -vi 30cd UP TO 2ND FLOOR D —c? AREA—OEWOR D .• - ID_FWGRK:_: :• • 11 IIHIi S15 15dd I F J@4 I // .S4 , S1 r.^ / 11 • V,C,C EXiST. FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70—VOLTS 1/2—WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI—R RELAY MODULES FOR 3 ELEVATOR RECALLS. • • T- r FIRST FLOOR FIRE ALARM PLAN SCALE: 3/32" = 1'0" • / C ENTNCE </ C',) C)!-....111,-1 , 1— E i , I : f I I I i I 1 1 II \ 1 , 1 I 1 in 1 „...2.1 '...1-111.j I 1 :-.1•71 7 , , . i ] ] I I 1 I 1 i 1 1 1 I I 1 , 1 ! 1 ] : , • i Li ....., , '1\ I \ 1 , . , • • I r• ! : • roprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved N) 00 0\ SO., SEATTLE, WASHINGTON 1743 IST AVE FAX (206) 628-4990 TEL. (206) 622-6545 rNO DATE I DESCRIPTION REV. BY: 1 DMG DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: ..\ SHOP DRAWINS ELEVATOR RECALL REVISION L.r) L() •t— T.— ',..... .',...... (0 ,--- 0 CNI 0) 0 0 'CALL: 3/ 32—= 1 "0— ' DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: inn KII 11/DrO. 1 floc 1 SHEET FA -03 F1 — 1 , - ;1— >,—/ f _ ,r1 ."' 1 • ":"."': • 5 , 1 ' 1 : : • : .. 1 ; 1 1\ ,1 ! • • r: • ___/....../.:_,...." __. 3 „ . 1 E , ! NX." • ‘ ! i S,"..... : .• : : ' ..• i t F.:F.' (IS 17.5). ..\(.2)I.II",: ///:/if,./ ,,./..cti,.„..,„,,,,, ._....,...k:•!.......sys:_.; / / • , . , , 1 , , I i . , F4tYi / z/ ; :.. : : ' S4-2 41 i 0 i // / / ., __,,,:.g.7 '. 7.-',:t. • / / S----Q4r- r-1 / ;11'14' / I / fi ' • • ,, •rn /.'' ..V.,t / / H •• SA., c./1 .. S2.2:77. - 0. ‘., • E--- ; H , n' S2-4 . If .. 15cd I ' $: : I / 1 ONTO \ I 1 g 17 _44 IT -TO BPgli I r -Y40 "(S2)1 V I! 1 I COMMI •7-1 At. I 1 D S,C,C' ; • / S2-5 30cd- - - - 0(1 .17.1 ,/ S2-.3 15cd TO BPS11/7 _($4) fel - --I.-I, ..„ , /,-., -<-- 30cd ,,' ',.. 7 : - ,......--- . -Ai • !, . 1 1 : t----.; ,...A t::-..: -..,:;..---.'21\)4•sc G. t',-------..1 S V S,V 75cd I ; - - • D El 6 BPS1 BPS2 IMO MEI @4 S2-8 15cd .1 • es, —..— ;-ftzfI-1 D • ; 11 I ,-,i----%••=1\1 TO 8EL OW ,11 @A SA, V-c=,S I At.dji @4 S3-4 75cd T. HT -R ',..,!: , .' . •11 : ' : st • t : 11--; -11 •I' --,- , „1,1-:-.:1---.14.- 1.• t1t- rti: ! ; • • • • • • ..--s 04 S _ 111- / 21tKIT • S,V • ;12, , I • 11 S3-5 TSM SIV ! 1 I S3-31 15cd @A 07—V • • • • • • • -..-... . I ! • • I S4-5. ;II 1 0 1 Sf.) fi I I I !II‘ i /7 ) ;0. I r 84-4 41.0Cd !! I 140cd- S4-6 15cd .75-7,TTh 11 ; o 1 1 II o 11 1 17'111 li1.1 ;r1 0 i -H-..- 1 1 -1-----;,, : I\ .• • • t " „ ,1 11 11 11 0001 0 1 .• .• _ .• .• 1 4:1 <: S5-8 95cd 11 11 11 o 1 S3-6 95cd 111,111,111 4 • t' 1 1 ,1 1 I 1 1 I 11 1 11 I I D I • • , -------------, i i 1 "ff5! P' !HI! S2-9 30cd EOL S2 • "I 11 ii11:: 11'1 I 1 . • 14 ..../ I I ' 1 1 1 • I I '-- 1 I 1 1 1 • I I '11 111 i 1 I tt- , • .„.,....,....t.___, i • . != .” ::,-, / . i ; 1,1 c.,.,-1- .37;;-.3 , I , I -,, ,....,--, '7 --c..1---, 1 .. i ; ! .."-` 1 • :,1 : • . I; .-' ---. 11 —1 41---4--.--.4 i : 1 :4 . ......,—..j i 1 ill . I i 71-7 ! 1 1 i t : EOL V ! I I 1 I 1/1 1 1 .1; I i -I 15cdb 41 I 1 • , • I I 1 1 • KR,,,-,A\0647i. 2 ; -01 KtY)C,K.S.s. S7-3 15cd S V \ S V <AIR GKEs 15dd- 31Ks \scd5- \ ,••• \ 114D v6 HT -M TSM • e, D7c:>-A-1 :11 • I I ;79 • 111 . 11 11 1Ocd..- TO BPS2 (S6) @A 75cd1 s"" c›-S,V • S7- 1 \\; t=r1-1 12 S7-9 30cd EOL S7 01 O<1 S7-8 ''!"="rs4 75cd E I ti EOL S3 :i i: • 1 I 1 ., : , I , 1 1 . S3-8 75cd 01 S6-4 75cd ::„1ti 1 --e : 1 : 1 : 01 1111 1111 1 till I I 1 I I 11 31 01 14 ('WL:iNtr • , I 07)1 01 _1.71 0 -1 13 EOL L. I 11 11 I 1 11 01 i 11 11 11 14 S6 I III - 0 • 03) • iloCd t 75cd L-1 1 1 —3" TA.L 11..;4! I 42.OkGLANE EE ri S6-6 75cd 01 ID HT -MI V ----ii . i t..___....__ • 1_ S5 1 A. S5-7 95cd . • -sar'ss's-mrn1s.: S V S5-4 75cd, • FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 /00 S,V S5-5 15cd siv S5-3 75cd SECOND FLOOR FIRE ALARM PLAN SCALE: 3/32" = 110" [NO DATE DESCRIPTION REV. BY: 1 DMG DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: Inn All morn. 1 rNoc• 1 .....\\ SHOP DRAWINGS ELEVATOR RECALL REVISION in ul -....,.. --..„.. (0 ,- .-- -..„, 0 ......, CNI 01 0 0 <<<<< } TM= 0 1 '3UAL: .5/62 =1 U DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: Inn All morn. 1 rNoc• 1 SHEET FA -04 Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. • 2ND FLOOR D HT -R EOL V S7-1 75cd S7-2 15cd S7-3 S7-4 S7-5 S7-6 bs b s S7-7 S7-8 15cd 30cd 15cd 15cd 15cd 75cd EOL S7 V V r S6-1 S6-2 S6-3 S7-9 30cd s S6-4 75cd 75cd 75cd 75cd V b s,v s b s s,v b EOL S6 S6-5 S6-6 S6-7 75cd 75cd 110cd BPS2 l • S5-1 S5-2 S5-3 S5-4 S5-5 s,bv s,b v � S5-6 S5-7 75cd 15cd 75cd 75cd 15cd 30cd 95cd 120VAC, DEDICATED (BY OTHERS) HT -R HT -R C,C' -o S4-1 S4-2 75cd 15cd 30cd 110cd S4-3 • S4-4 S3-1 S3-2 S4-5 S4-6 s,v b EOL S4 EOL S5 S5-8 95cd S4-7 75cd 15cd 110cd S3-3 15cd 30cd 15cd BPS1 l S2-1 S2-2 v S2-3 S3-4 S3-5 75cd 75cd S2-4 15cd 15cd 15cd 15cd 120VAC, DEDICATED (BY OTHERS) EOL S3 �js b s v6 S3-6 S3-7 S3-8 95cd 110cd 75cd S2-5 S2-6 s,v s,v s,v b s b s b S2-7 S2-8 30cd 75cd 15cd 15cd EOL S2 S2-9 30cd TO EXISTING 1 DATA CIRCUIT ( b HT -R 1ST FLOOR D ELEV #3 ALT PRIM FIREMAN'S ELEV #3 ELEV #3 HAT RECALL RECALL ELEV #2 ALT PRIM FIREMAN'S ELEV #2 ELEV #2 HAT RECALL RECALL D D D D ELEV #1 ALT PRIM FIREMAN'S ELEV #1 ELEV #1 HAT RECALL RECALL TO EXISTING MAIN FACP TO EXISTING MAIN FACP cbc' v D -o D C,C' -0 S1-1 S1-2 b b S1-3 S1-4 15cd 30cd 15cd 30cd EOL S1 S1-5 15cd RISER DIAGRAM Lu ca tfA4 Q N) CO SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 NO DATE 1. DESCRIPTION v REV. BY: I DMG DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: t Ir1D All I►/DCD. 1 floc 1 i PLL REVISION SHOP DRAWING ELEVATOR REC ,- 02/16/15 `L-) 0 0 <<<<<.} TIMM 0 LL VJ 'JUALL: NUI I U SUALE ' DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: t Ir1D All I►/DCD. 1 floc 1 i SHEET FA -05 Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved } RECONNECT INTO EXISTIING HEAD PIPIN EXISTING 401 CANOPY STYLE' SPRINKLERS " DRAIN 1 7 1" DRAIN! a� FA BEST v ILY 3- 23.2 6-10 R#05 R#04 5-6 24.9 8-7 ADACAP: 24.16 !tiIii x'25.133Y ! �`� ...:ry .� i�tia,I Ili ' : Q ;. • . . o �, 1111k10111111•111/4111111 IliWIIIIIVC111111lialMirt tl� : aji 134 U 5 3 ft !alb. inill _111 6.2a711 Bialailhal:,- 61 MEM 5. i1.1 I 4...r141=1114L-IMN It'a-MbitilM MI EIIM�ir��1! i�� 26.1 1 �i 4 ll 26.10 ® � li � 26.9 I i 1 .o• • 1-�IN - mm_ imei �1 I PRO lii ��-- ..ry��m'��1 1� a1i 4-0 - Sal. --IF MilliallF11101.40111111MMIIVAMIUMILIMICr ma4-0 1 : liYi•1•�l•1 Y �• �rpaump dwAlwir471) 1117,�1��I PMIEY L'ia��` iii i ails;_ Fird t ...ate Allill1 0 .. iii it �„ 1' i all 8-07114. Qi•�"Ailli n �:►''=11l %� �V � � a,-9 _ ai�01•11 5-3 ll ' 2■■■11I'11�■ 27.10 .�� I♦� "� 27.9 �1 27.8 i 28.15 �ats��u���� cciN 111111111111111111111Plia11 11 5-1131 24.3 Ali• t■ �. Vis, `.■� rt =NW •��E79�ii`i►1� ilitl �- r�iEl t; �A�� ��//II ,.!-■■� 28.13 • •28.12Er VIIIVIRIE'i �Ii>[f■ll� MIrrAIPC �1��Iaaafaaaalaaaalaaaaral����L�l��l��� -+ ►�11�. ■tl : ra---. ---��I r 28.10 .EI M C� irl��tl isinuriumm-di■■ N IIII 1..1 29.13 _ 1 i N . ®1116, fMill itinaiiiiamrzfir OMNigliiri Mi. j____Iiigifi_ t= =ice -,.1 �,.••AMMI ..r t .r,IP, " L- 0 r- I1BC4 10- 0 ADACAP 1134 25.3 gm IiUiUPIFAiI 1 134• 1�1-e .A 8-6 �V.)�..,..V�11 B#o2 ]� 11,�� �« B#03 VA 5-611111210 -�i I INN NM 11.��H1IM�I�MIll Air I ALJ ��/fiV11111111111 111$111 11 IIININ ,.1 � .2 it lila 1111 1114111111111111111111111 Ili Kiim �iIO�IL MINIIIMENIMIP , Lit y., I El 10.2 IIII 3" LONGITUDINAL Z01 momI _ 0. 11. ijgtIi�ti 10 ;10.2 //� © ilinitien111111 1liFIE �"s#rl ,M �-sai�.!rr•»a '�� 6 0 ''' �� 12.2 ,. I�'if-7Iumm� -.1'i(i1� Ikiww dlL ► tile 13.2 111/ Iwo I 0on lig 2.1 6 1 27.2 WL NG LA 141111.43111 uuIIIWs=>•111111aaauff 151111111� 15-6] U4' 10-0 X4" CONCENTRIC REDUCER To ADACAP ADACAP (TYP) / �o F� o-�� ,- ,L ••::'�pT#•.. ''�"• io 30.12 '�I 30.11 � 0- _____: 30.13' �ci 111111_11116fililligniallanaS111101. . _ .......:-.....___ .. - idi Tar IIMIIIIIMP ..naZall.alliard.:101111,111111111112411b re, 1111211 MEI II ?14.11251111INIIMINIIINNI I rArklirli II 1 11611M0,,X .1. r role 1 gi 30 8 +t�r 11 3'� LATERAL Z01 4-01¢ kk 31.3 I�, .+! ••••••.' oar--.__ : s .s. ►c a :r s .__ Itm-Iff ___ NIV, ABOVE D 0 3 3 EXIST. ELEC. 211 LONGITUDINAL ZOI 134 1 6-2 3 32.6 0 ADACAP `v1 5- 115-6] 1h. 10-6 10-0 33.9 10-0 33.3 2 J ADACAP 1J4 0 1 6-3 9 v' 33.6 CD ADACAP EXISTING HEAD OCATION. CHANGED OUT TO QR HEAT [15-6] `11 1110.1111111111. ornmuummorm N 34.12 01 11 pall eSh ° ■■EI.._o ,M■I.ppm �L >•+ / ,� 35.1 1 15- o 0-1114 0-9 t_ .E•; i --31f 34.5 0 SWING LFNE TO BE ABOVE DUCT/UNDER RAIN LEADER NOT MORE THAN 12'-0 FROM OTHER HEADS BOTTOM ELBOW. DRAIN ELBOW 1" DRAIN & PLUG 10-0 35.4 Uf 10-0 35.3 ECONN CT TO EXISTIN P PING FOR EXI TING 401 PENDEN HEADS (TYP) 5-11+ 36.6 36.5 6-1 36.3 34" 1134 Off ,I 36.2 1 114" 6 114 O 3-014 10-0 37.1 @ 1 -0 38.4 4 16-01 EXIST. HLIG- T ADACAP -0 39.4 y•. w•111111 1 REMOTE HYDRAULIC DESIGN AREA FM HAZARD CATEGORY 2 (PEEKED) .2/2500 SQ. FT. (HC 2) K=5.6 130 SQ. FT. MAX. PER HEAD • 25 SPRINKLERS DISCHARGING IN REMOTE AREA STEM DEMANDS 939.4 G.P.M, @ 95.97 P.S.I. @SOURC J 1 l - - i www www i 2ND FLOOR FIRE SPRINKLER LAYOUT 01 234 5 10 20 / SYMBOLS/ABREVIATIONS: ®®® ®® DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. - HANGER - EXISTING COUPLING cA) - LINE RESTRAINT (EVERY 41' AND END OF LINES) - NEW COUPLING (VIC009 TYP) -C - PLUG yc - 1" DRAIN VALVE (ON MAIN TYP) ®F t - FLEX COUPLING (VIC 75 TYP) - LATERAL EQ BRACE - LONGITUDINAL EQ BRACE [15-61 - CENTERLINE PIPE ELEVATION FIG. 65 BEAM CLAMP FIG. 69 RETAINING STRAP 7 A .JA 4 LOCK NUT REQ'D VIEW A -A ALL THREAD ROD ADJUSTABLE RING HANGER REVERSE TOP BEAM CLAMP, ROD, AND RING HANGER DETAIL (TYP) NO SCALE NORTH ROUN ONE BOWLING 2ND FLOOR 1 SOUTH CENTER MALL Without Comments As Noted in Reid Per The Attached Letter -KEY PLAN These plans have been reviewed by The Tukwila Fire 'revention Bureau Cor cvnforrnance with current City tandards. AccepairicP is sub�e`t to errors and omissions which do nnr autrbnrze violations of adopted standards ano c."s- = The responsibility for the adequacy of o:`1ai$ r-s:s Totally with the designer. Additions, delesoi tsrr revisions to these drawings after this date wiil vo d tn1- eptance and will require a resubmittal e r-visei. orawinys for s+uosequent approval. Final acceptance iS subject to field test and inspection by The Tukwila Fire Prevention Bureau. PAID Date: Aa 615 TUKWILA FIRE TUKWILA DEPR"ra.s 7 P "a"w`'se call 2O6- i5 -"s eon 'd sib this Fir: Permit: No. n' -_,..Z, - E. roval. ��... r or L'�c° � "� -� Is pssseRsow HY+aa =oese D ON AMII CERTIFICATENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 0 a a a it Smith • 41924 Level 3 CO80OfP11 Protection, Mac. �� It •ll,P wwwwwwwwwwwwwwwwwwwwwwwwwww�ia REVISION 2 SUBMITTAL PLANS 5-26-15 Z a IA W W m v 0 SHEET NO. FP -1 TOTAL SPRINKLERS = 489 THIS SHEET Sid 1- UJCLo Q 0 r 5-26-15 o N z DESCRIPTION PER FMGLOBAL RESUBMIT HYDRAULIC & SEISMIC CALCULATIONS ADD PENDENT HEADS IN FIRST FLOOR LOBBY NOT DONE BY LL CONTRACTOR HEAD FINISH BRASS HROM 0 z r- N bi Y ti Lri 16 O 0 o 0 0000 0 000 € 000 00a O 0 © 0 a s s (I1 N -1 0 w a. N 1- w LL N w Li J 0 z z 0 1.7 w 0 a ct w LL W U I 0 z 0 Z_ License No: 4308 South 131st Place COSCOFP110NM co 0' o. c o 6) 00 3M 1.0 CV co E 0 0 Ei 0 0 0 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE DRAWING TITLE FIRE SPRINKLER PLAN DATE : 2-16-15 -0 v 0 SHEET NO. FP -1 TOTAL SPRINKLERS = 489 THIS SHEET Sid 1- - n - u-, - o N z CHROME WHITE CHROME HEAD FINISH BRASS HROM BRASS HROM bi Y ti Lri 16 Lri z - APPROVALS BY: TUKWILA FIRE DEPARTMENT U oc O N oz c, IL Y > o > � 1L > N. Y > - 0 SPRINKLER HEAD LEGEND : VIKING QUICK RESPONSE UPRIGHT VIKING QUICK RESPONSE SEM RESESSED PENDENT VIKING CONCEALED PENDENT VIKING QR DRY PENDENT A=24" EXISTING 401 PENDENT (TO BE CHANGED OUT TO QR) O 0 o 0 0000 0 000 € 000 00a O 0 © 0 a s s (I1 N -1 0 w a. N 1- w LL N w Li J 0 z z 0 1.7 w 0 a ct w LL W U I 0 z 0 Z_ License No: 4308 South 131st Place COSCOFP110NM co 0' o. c o 6) 00 3M 1.0 CV co E 0 0 Ei 0 0 0 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE DRAWING TITLE FIRE SPRINKLER PLAN DATE : 2-16-15 SCALE: 1/8"=1'-0" DRAWN BY : MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -1 EXISTING A.S. NOT IN SCOPE EXIST. EXISTING A.S. NOT IN SCOPE 2ND FLOOR ROOF TO�AG� EXISTING A.S. NOT IN SCOPE EXISTING PIPE TO BE DEMO'D 5X4" CONCENTRIC REDUCER EXISTING 5" GROOVE 90 TURNED 90 DEGREES *NOTES* 1. INSTALLATION SHALL CONFORM TO N.F.P.A. PHAMPHLET-13 (201 3), AND TUKWILA FIRE DEPARTMENT REQUIREMENTS. 2. ALL ADDED MATERIALS TO BE NEW AND U.L./F.M. APPROVED. 3. PIPE: ALL PIPE 1-1/2" Th RU 4" GROOVED LIGHT WALL DYNAFLOW OR EQUAL, 1" TO BE Th READABLE Th I NWALL DYNATh READ OR EQUAL 4. FITTINGS: ALL FITTINGS TO BE THREADED 1" * GROOVED I -1/2" Th RU 4". 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. 6. ALL NEW HEAD SPACING TO BE ORDINARY HAZARD GROUP 2 (MERCANTILE) MAX SPACING 130 SQ. FT. MAX. 7. ALL ELECTRICAL WIRING AND CONDUIT IS BY OTHERS. 8. ALL NEW HEADS ARE TO BE QUICK RESPONSE UPRIGHT k- PENDENTS. O. ALL HANGERS TO HANG TO STEEL OPEN WEB JOISTS. 10. COSCO FIRE PROTECTION ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION. 1 1 . BUILDING OWNER AND TENANT ARE RESPONSIBLE FOR PROVIDING 40 DEGREE NEAT OR GREATER AT ALL TIMES WHERE WET TYPE FIRE PROTECTION SYSTEMS HAVE BEEN INSTALLED. 1 2. IN TILE CEILINGS HEADS TO BE CHROME RECESSED PENDENT AND IN GYP CEILINGS WHITE CONCEALED PENDENT. BRASS UPRIGHT SPRINKLERS TO BE USED IN ALL OPEN TO STRUCTURE AREAS. 13. ADACAPS USED AT THE END OF GROOVED BRANCH LINES MARKED OUT. 14. A NEW DRAIN 15 BEING INSTALLED ABOVE THE EXISTING 5" TAMPERED CONTROL VALVE, AND IS TO BE CONNECTED TO THE EXISTING 2" DRAIN ON THE FIRST FLOOR RISER ROOM. 1 5. NEW 3" CORE NEEDS TO BE MADE TO ACCOMMODATE THE NEW 2" DRAIN TO THE FIRST FLOOR PER 9.3.4 1 6. LINE RESTRAINT TO BE USED EVERY 41' AND AT THE END OF ALL BRANCH LINES. PER 9.3.6.3 AND 9.3.6.6 1 7. TYPICAL CENTERLINE OF THE NEW SYSTEM 15 TO BE 15'-6". OTHER ELEVATIONS MARKED ON PLAN. 18. TYPICAL SPRIG -UP IS 3'-O" AND TYPICAL DROP IS 4'-O". SCOPE: COSCO FIRE PROTECTION IS ADDING A NEW GRIDDED WET SYSTEM AND DEMOING OUT THE EXISTING WET SYSTEM ON THE SECOND FLOOR ABOVE SEA FOOD CITY FOR A NEW BOWLING ALLEY. >- m W a 0 Z 0 W DESCRIPTION z PER FMGLOBAL RESUBMIT HYDRAULIC & SEISMIC CALCULATIONS ADD PENDENT FIRST FLOOR LOBBY NOT DONE BY LL CONTRACTOR CV EXIST. EXISTING A.S. NOT IN SCOPE IIIfIIIi1111 OPEN TO ABOVE 111111111111 • EXIST STAI OPEN_ TO ABOVE® EXISTING 5" CONTROL VALVE W/TAMPER EXISTING 5" FLEX COUPLINGS EXISTING 5" RISER CUT DOWN FOR NEW 15'-6" CENTER LINE NEW 5X2" MECHANICAL TEE SYMBOLS/ABREVIATIONS: / / / / / / 2ND FLOOR FIG. • BEAM CLAMP EXISTING 6X5" WELD REDUCER NEW 2" THREADED ANGLE DRAIN VALVE NEW 2" DRAIN NEW 2" FLEX COUPLING (TYP) EXISTING 4" 1ST FLOOR SYSTEM W/CONTROL VALVE ®® DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. — HANGER EXISTING A.S. NOT IN SCOPE EXISTING A.S. NOT IN SCOPE ALL THREAD ROD ADJUSTABLE RING HANGER EXISTING 6" ALARM VALVE — EXISTING COUPLING — LINE RESTRAINT (EVERY 41' AND END OF LINES) — NEW COUPLING (VIC009 TYP) CONNECT INTO EXISTING 2" DRAIN REVERSE TOP BEAM CLAMP, ROD, AND RING FLOOR EXISTING 6" BACK FLOW — 1" DRAIN VALVE (ON MAIN TYP) — FLEX COUPLING (VIC 75 TYP) 1ST FLOOR PLAN 1/8"=1'=0" 012345 10 — LATERAL EQ BRACE — LONGITUDINAL EQ BRACE RISER NO SCALE HANGER DETAI [15-6 ] — CENTERLINE PIPE ELEVATION NO SCALE EXPOSLD STRUC-. (PAINT) KNOB _ NI . 1. LL LANE NMI CONCRETE SLAB c CUR FLOOR ABOVE G.C. AIN WALL DUC (REF. MECHA TO ROOF OOD SERVI ICAL) P EQUIPMENT E SHEETS AND SNACK BAR FURR DOWN/ SOFFIT (REFER RCP) TAIN OF WALL TO BACK PINSETTER — OFFICE — � I ADDITIONAL UPR GHT COVERAGE 15 -0" AROUND MECH 215 W/0 CEILIN -. VENDOR TYP. NO UPRIGIdT COVERAGE IN NOt1 COMBUSTIBLE BLIND SPACE. CEILING "CLOUDS", REFER REFLECTED CEIUNG PLANS TYPCCAL DROPS 4'-0" HAND RAILS B TYPICAL DROPS HAVE FLEX DROP OVERHEAD MONITORS BY . VENDOR (SUPPORT BY -Si G.C.) it) SMIC FIX RE BY VENDOR ( PPORT B TYPICAL SPRIG -UPS OR II N POWERED PROJECTOR SCREEN PROVIDED & INSTALLED BY VENDOR VERIFY DISTANCE REQUIRED WITH VENDOR ELEV. + 107'-5" HOT. OF CURTAIN WALL BOX (RE.: FI FC) INTERSTITIAL SPACE FILLED COMPLETELY WITH INSULATION AS SOUND ABSORBING MATERIAL 1 BASE AS SCHEDULED T.O. BOWLING LANES EXHAUST HOOD (REFER M AND STRUCTURAL) MILLWOR BY VENDOR (G.C. TO COORDINATE) ALUMINUM FLOOR TRANSITION (RE.: FLOOR FINISH PLAN) ELEV. + 100'-0 EXIST. CONCRETE FLOOR BUILDkG SECTION AT 2ND FLOOR SCALE: 3/16"=1'-0" z a g 0 SCALE : 1 /8"=1'-0" DRAWN BY: MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -2 TOTAL SPRINKLERS _ THIS SHEET a I PLATE I FINISH G= wZ Sira 1- a. z APPROVALS BY: TUKWILA FIRE DEPARTMENT W U rg 0 z H O m N SPRINKLER HEAD LEGEND : 0 17- • • • • • W 0000 0 g o o f) rx 0000 a 0000 Et 0 o o 0 • . • 0 W 0 z 0 1- z Vf 4308 South 131st Place n n co cV -43 co C'0 N C 'W 0) 0 C t • '' O OO 3 � s I- N v 0 0 E 0 0 0 0 0 0 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE ROUNI ONE BOWLING 2ND FLOOR SECTION AA 1/8"=1'=0" �Lf I 012345 10 SOUTH CENTER MALL NORTH HANGER PROVIDED ARMOVERS OVER 2'—O" 4'-0" VICFLEX '440141W,i, ►T.i .LNIPP"-.. ` ►TACITA. l'�►1��I►�►' i► �r 0"'" . �'"11WA1T��'1,�1►�i�1'11T,�T�'I,�'!�/'�'""'��T1l�ll►Tl'1'��LT1T1jT,�T�T/'WA A. EXPOSED o� �oninDl 7 STRUCT. (PAINT) ANY UNSUPPORTED 1" ARMOVER 2'-0" AND OVER TO HAVE A HANGER. ELEV. (+) 107'-5" BOT. OF CURTAIN WALL POWERED PROJECTOR SCREEN (PROVIDE POWER, RE. ELEC.) 4'—O" VICFLEX PAINT TRANSITION LINE SPRINKLER HEAD CONCEALED SPRINKLER HEAD GYP. BD. CLOUD (RE. RCP) 1 ESCUTCHEON KEY PLAN ELEV. (+) 1O1'-5" T.O. BOWUNG LANES INTERSTITIAL SPACE FILLED COMPLETELY WITH INSULATION AS SOUND ABSORBING MATERIAL #,1.1#.#.x./ • OMB 1##,.# , OMB #,##.#.W ., ISM ,.,a., , ass,... i rr.. #.i �.� i.#,� t# 0.0 11.4 I.. MAW_tlll� L J',111111111111 FINISHED CEILING ELEVATION i lr s, „,/ ‘,, / lr Npv lgirde Arm ,AmmirAry•\Nipr ', ,/ 1 / \s / 's, /1 /•\, / \ •Nrr,AL/11(V,,,/ lrAI / ,,, ir,,, /1r- , , , , ,, , „ , , , NivrArk., . ,,,_____...„ . _ . .....,,, ,„„, ,‘„ir ,,,, ,,, ,r s,„ lir ,m. ,,,,..„, p, . / , ,.,,, \ / lie \ / ', ELEV. (+) 10O'-0" BLACK CURTAIN AND - 2 -INFILL JOIST FRAMING & FLOOR BLACK CURTAIN AND BOWLING LANE SURFACE AND 1 EXIST. CONCRETE CURTAIN ROD BY G.C. DECK BY BOWUNG VENDOR. CURTAIN ROD BY G.C. TRUSS FRAMING SYSTEM FLOOR FLOOR FINISH BY G.C. SUPPLIED AND INSTAI I FD BY BOWLING VENDOR ARMOVER DROP DETAIL NO SCALE FLEX DROP DETAIL NO SCALE F— oes z_ J 0 ca LU z 0 0 0 i= W 0 tY '0 4 co ULU LTJ N _ z Z 0 0 H U 0'43 CNILLI 0 V''_ Z UOQ O ZZ ce Q oo m z a F z 0 U DRAWING TITLE FIRE SPRINKLER PLAN SECTION BB 1/8"=1'=0" 012345 10 REVISION 2 SUBMITTAL PLANS 5-26-15 DATE : 2-16-15 SCALE : 1 /8"=1'-0" DRAWN BY: MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -2 �i RECONNECT INTO EXISTIING HEAD PIPING EXISTING 401 CANOPY STYLES SPRINKLERS ST0 AGE FAMILY ESTOOv " DRAIN r 1" DRAIN 8- [ 15-6 B#06 -434 7-0 42.1 ■ a 11iC2Pria R#07 4-1114 24.4 1,4' 5-1114 24.3 8-7 ADACAP 5-6] ® 1' 1 6-0 25.11 COOLE o14 1 25.7 11 25.3 114' 10-0 t1 " 6- 25.2 [15-6]114' 10-0 11¢" 114' �a�i•,'�• Irrii 1 -11' 3-8Ye r�t1Q =O�rs5 in ` 3r 26.10 E& -30 / i BA 114" 014 '� 10-0 ' 6 1114 26.2 SII ,! !! !a!!!!!!!!I!UI KIl1115Ilr!:A!!!!Al11, 232-ti4- 5-3 0 278 CON 28.13" 10-0 28.2 r- 6- 29.2 - 29.1 L< U 1 0 ADACAP C 227 ADAC ADACA EXIST. ELEC. ADACAP u � �' lye• , 30.12 A 30.13' ..!o .1I1 I AI" 8-6 LAM8-0 1V�11 111111111111111 5P 4X3"C 4 I B#03 5-6 1. v 66 0 ■■ 8.2 ��!l1111M �l1!!!! IIMINIII1111111111111 1iII' ��6 ] IIIlNP, '-9 10, 0 6 0 11111,111111 � 9.2 lin ! _ !! 1! ! 171.:11:10.immiliiiik11:12■ -:lo sto 2-s Au, X4" CONCENTRIC REDUCER Herz■ ����,�stae�l►�it�t�a�u>as���, 2 LOAIGITUDINALZ01 ��� NIIIIIIi gii,Ii��i I1IkIIIHlI tee - -o 30.4 ill 0 m 3 3 1 3 3" LATERAL ZOI OikIii IIIIIII 1111TH Et -•b Tliiiir moo arroimir: !n.la'.■■IvWll erim11_ ._._ D JNOPIIMIr - - NIMMIMMIliril =L.' saammimmoneMIKIZZ,... miltr-meatz1111110"-ort--,,i+ ! _' ` 15-6] 114" PIII��II��� Cs= a. 16 �'�1 r i F 6-11 7NM "�p ''3: f32 11. -1f132 10ail i ' - 1 1 1 .. 32.9 �. 5-104-2 0��r� N (1,---) 32.8 b.- 1 11 111101601111114 [.mo MINIS -..-71,:; limEALUNINEFilaniffl 1 ,.-ic 31.51 0-534 5- ABOVE D 15-111 6-2 3 `' 4-8 32.6 0 114 3-014 32.2 0 15-& 114" ,14' -1014 33.10 7-10 33.6 10-0 33.3 t15-6] 114' 10-6 J ADACAP t OF -PC 16.3 ADACAP 114" ° 1 6-3 9 33.6. HriB 10-10 33.3 ADACAP: aj M iiilIIU 134.12ingsumpipm gilli 34.10 8 4-g I 1 TLP ° !! RR MIMENEEM 35.11 \\ao w �° s_>fo��14. 111111=e7M3 I I !immomulimmo z. l M!!!■!IIII!!III I! ° II RIIiminiatarmi_l�I.. ! r ��� :36 14 r 242 :�N 0.36.12 1311 IIMIIIIIII , a R#20 ° I lie 9lwisilok 3-414"x'' . 8- 1-7 5-1 " 3-1 O 0-9 1-'0 *-7 � 1 34.5 0 SWING LNE TO BE ABOVE DUCT/UNDER RAIN LEADER NOT MORE THAN 12'-0 FROM OTHER HEADS 10-0 34.3 BOTTOM ELBOW DRAIN ELBOW 1"DRAIN& .. PLUG [5-111/] 114" 10-0 35.4 ECONN CT TO EXISTIN P PING FOR EXI TING 401 PENDEN HEADS (TYP) 0 6i).536.2 114' 1 114' 0 36.10 37:8 12-714 B#21 , AI7t'3 0��� x +, 7-714 O 37.7. 9-1 37.6 10-0 37.4 10-0 37.1: 0[5-11 3J 114' 6-6 38.2 EXIST. HEIG' (L ADACAP 1 1 1- 1 1- 1 REMOTE HYDRAULIC DESIGN AREA. ORDINARY HAZARD GROUP 2 (PEEKED) .2/1500 SQ. FT. (MERCANTILE) K=5.6 130 SQ, FT. MAX. PER . HEAD. - 16 SPRINKLERS DISCHARGING IN REMOTE AREA �YSTEM DEMAND! 707.0 G.P.M. @ 63,6 P.S.I. @SOURC� 2ND FLOOR FIRE SPRINKLER LAYOUT 1/8"=1'=0" 01 234 5 10 20 SYMBOLS/ABREVIATIONS: ®®® ®® DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. HANGER - EXISTING COUPLING - LINE RESTRAINT (EVERY 41' AND END OF LINES) - NEW COUPLING (VIC009 -YP) - [ - PLUG A 1" DRAIN VALVE (ON MAIN TYP) ErF - FLEX COUPLING (VIC 75 TYP) LATERAL EQ BRACE (25' MAX) LONGITUDINAL EQ BRACE (AT EVERY 30' MAX) [15-61 - CENTERLINE PIPE ELEVATION FIG. 65 BEAM CLAMP -IA FIG. 69 RETAINING STRAP LOCK NUT REQ'D VIEW A -A ALL THREAD ROD ADJUSTABLE RING HANGER REVERSE TOP BEAM CLAMP, ROD, AND RING HANGER DETAIL (TYP) NO SCALE NORTH ROUND ONE BOWLING 2ND FLOOR SOUTH CENTER MALL ❑ Without Comments a As Noted F.n to Per The Attache ti Letter Thi ¢ plans have been reviewed D' The Tukwila Fire Bureau for conformance with current City s3__ r arae. Accepcance is subject. to errors and oil -ions which CO rOt authorize vioiations of adopted s a;a uno ordinances The responsibility for the cc. des on i>} totally with the designer. Adc dc{Fs. '1eletiony, revisions to these drawings after void this .scceptarice and will require a revised drawings for subsequent approval. Fina: acceptance is subject to field test and Inspection by T �:e Tukwila Fire Prevention Bureau. ©ate:y-g- I By: ThK WI "'► FIRE DEPARTMENT Pl 3e cal 206-575- ;O7 and give this Fire Permit. No. /S -S -o `(g - and exact=':L":.t'.;_ f;'.' shut- down or re.-.-fJ)i-Tail- dI KEY PLAN PAID R -3 2015 :--- --..�' 'U �`2'e/ 2 FIRE COMPETENCY FIRE PROCERT�SPRINKKLER SYSTEMS Al Smith 4851-0192-C Level Cosco.Fhe Protection, kw. 0O8COFP'110NIA ■ ■ 1 ma a FIRE SPRINKLER SUBMITTAL PLAN 3-2-15 w Z 0 W DESCRIPTION z z O 314 TOTAL SPRINKLERS = 474 THIS SHEET .: W 0 2 0 2 0 00 ujX - aL� Z CHROME WHITE CHROME QN_ WZ xr.: t23 m wwC Q' 0 m w< 2 0 1- U (+" v% • =t) -0 v) '0 vi z Z . '-- APPROVALS BY: TUKWILA FIRE DEPARTMENT W 0 Z tN NL ]L 0 M NL > `7 > Y > > 1/23 N otic'`% SPRINKLER HEAD LEGEND: VIKING QUICK RESPONSE UPRIGHT VIKING QUICK RESPONSE SEMI RESESSED PENDENT VIKING CONCEALED PENDENT VIKING QR DRY PENDENT A=24" EXISTING 401 PENDENT (TO BE CHANGED OUT TO QR) SIONIA 0 y O O O O £�00 f3 O 000 0 O 000 000 O O O • W 0 rL 0 0 0 z License No: 4308 South 131st Place COSCOFP 110NM co N 0'� o� c 0)• 0 1E • • " 0 0 D N 0 0 0 U Ei 0 0 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE z W z J 0 -<11 LLl w co Q z0Lu =3 � =g O � \ ,4•. � �OC L U z 0 HARD LINSMEIER 816-564-5716 L) 1 N •'O V) w0 li o z z ca m zz 1- F z 0 U DRAWING TITLE FIRE SPRINKLER PLAN DATE: 2-16-15 SCALE: 1 /8"=1'-0" DRAWN BY: MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -1 r =o i EXIST. 100 ) EXISTING A.S. ALL NEW WORK FOR THE FIRST. FLOOR TO BE DINE BY THE LANDLORD ..CONTRACTOR: CROWN FIRE. PROTECTION. IIIIIIllIIiiiIthtiIIlIIIIIIIIIIIIP1 AMMEMMiliEWIMMEN 06 11111111111 OIL T 1 1ST FLOOR PLAN 1/8"=1'=0" 012345 10 O 20 0 L__. / / / / EXISTING A.S. ALL NEW WORK FOR THE FIRST FLOOR TO BE DONE BY THE LANDLORD CONTRACTOR CROWN FIRE PROTECTION. it I II EXIST— — - ELEVATOR L033`r ( 106 ) ELEVATOR 106 PLAN 1 /8"=1'=0" 012345 FIG. 65 BEAM CLAMP FIG. 69 RETAINING STRAP A JA 10 LOCK NUT REQ'D VIEW A -A ALL THREAD ROD ADJUSTABLE RING HANGER REVERSE TOP BEAM CLAMP, ROD, AND RING 20 HANGER DETAIL (TYP) NO SCALE 2ND FLOOR ROOF EXISTING 'IPE TO BE DEMO'D ®® s EXISTING 5" CONTROL, VALVE W/TAMPER EXISTING 5" FLEX COUPLINGS 2ND FLOOR 5X4" CONCENTRIC REDUCER ISI ®—EXISTING 5" GROOVE 90 TURNED 90 DEGREES EXISTING 6X5" WELD REDUCER S. EXISTING 6" ALARIv VALVE 1ST FLOOR EXISTING 5" RISER CUT DOWN FOR NEW 15'-6" CENTER LINE NEW 5X2" MECHANICAL TEE oo N NEW 2" THREADED ANGLE DRAIN VALVE NEW 2" FLEX COUPLING (TYP) EXISTING 4" 1ST FLOOR SYSTEM W/CONTROL VALVE Ln IN CONNECT INTO EXISTING 2" DRAIN o� EXISTING 6" BACK FLOW RISER DEATIL NO SCALE 0 CONCRETE SLAB G.F. FLOOR ABOVE CURTAIN WALL G.C. Y *NOTES* I . INSTALLATION SHALL CONFORM TO N.F.P.A. PhAMPhLET- 13 (2013), AND TUKWILA MRE DEPARTMENT REQUIREMENTS. 2. ALL ADDED MATERIALS .TO BE NEW AND U.L./F.M. APPROVED. 3. PIPE: ALL PIPE 1-1/2" THRU 4" GROOVED LIGHT WALL DYNAFLOW OR EQUAL, 1" TO BE II -READABLE ThINWALL DYNAThREAD OR EQUAL 4. FITTINGS: ALL FITTINGS TO BE THREADED 1" S GROOVED 1-1/2" ThRU 4"._ 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. G. ALL NEW HEAD SPACING TO BE ORDINARY HAZARD GROUP 2 (MERCANTILE) MAX SPACING 130 SQ. FT. MAX. 7. ALL ELECTRICAL WIRING AND CONDUIT IS BY OTHERS. 8. ALL NEW HEADS ARE TO BE QUICK RESPONSE UPRIGHT $ PENDENTS. 9. ALL HANGERS TO HANG TO STEEL OPEN WEB JOISTS. 10. COSCO FIRE PROTECTION ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY EXISTING MRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION. I 1. BUILDING OWNER AND TENANT ARE RESPONSIBLE FOR PROVIDING 40 DEGREE NEAT OR GREATER AT ALL TIMES WHERE WET TYPE FIRE PROTECTION SYSTEMS HAVE BEEN INSTALLED. 1 2. IN TILE CEILINGS HEADS TO BE CHROME RECESSED PENDENT AND IN GYP CEILINGS WHITE CONCEALED PENDENT. BRASS UPRIGHT SPRINKLERS TO BE USED IN ALL OPEN TO STRUCTURE AREAS. 13. ADACAPS USED AT THE END OF GROOVED BRANCH LINES MARKED OUT. 14. A NEW DRAIN IS BEING INSTALLED ABOVE THE EXISTING 5" TAMPERED CONTROL VALVE, AND IS TO BE CONNECTED TO THE EXISTING 2" DRAIN ON THE FIRST FLOOR RISER ROOM. 1 5. NEW 3" CORE NEEDS TO BE MADE TO ACCOMMODATE THE NEW 2" DRAIN TO THE FIRST FLOOR PER 9.3.4 1 6. LINE RESTRAINT TO BE USED EVERY 41' AND AT THE END OF ALL BRANCH LINES. PER 9.3.6.3 AND 9.3.6.6 17. TYPICAL CENTERLINE OF THE NEW SYSTEM IS TO BE 15'-6". OTHER ELEVATIONS MARKED ON PLAN. 18. TYPICAL SPRIG -UP IS 3'-0" AND TYPICAL DROP I5 4'-0". SCOPE: COSCO FIRE PROTECTION 15 ADDING A NEW GRIDDED WET SYSTEM AND DEMOING OUT THE EXISTING WET SYSTEM ON THE SECOND FLOOR ABOVE SEA FOOD CITY FOR A NEW BOWLING ALLEY. — OFFICE — r 9r 1 ISPRENEW.Nnato SNACK BAR FURR DOWN/ SOFFIT (REFER RCP) CEIUNG "CLOUDS", REFER REFLECTED CEIUNG PLANS TYPICAL DROPS 4'-0" EI HAND RAILS B ADDITIONAL UPR GHT COVERAGE 15 =0" AROUND MECH 215 W/0 CEILING. VENDOR TYP. NO UPRIGHT COVERAGE IN NON COMBUSTIBLE BLIND SPACE. BASE AS SCHEDULED TYPICAL DROPS HAVE FLEX DROP BUILDING SECTION AT 2ND FLOOR SCALE: 3/16"=1'-0" EXHAUST HOOD (REFER M AND STRUCTURAL) MILLWORK BY VENDOR- (C.C. TO COORDINATE) SECTION AA 1 /8"=1'=0" ALUMINUM FLOOR TRANSITION (RE.: FLOOR FINISH PLAN) 012345 10 20 AMMO 19 I 6'-5" aim 1111111111111111111111111111111111-1111111111111111111111111111-111I1111�-���1��������� ������ o � , __ ELEV. + 100'-0 EXIST. CONCRETE FLOOR • EXPOSED STRUC-. (PAINT) 11111Astr0.11p1 OVERHEAD MONITORS BY VENDOR (SUPPORT BY o G.C.) VIP ( LL LANE err-TAIN OF 2'-10" WALL TO BACK PINSETTER OSMIC FIX RE BY VENDOR PPORT B b.IC.) TYPICAL SPRIG -UPS 3'-0" JDOR N A" Pi • 1,0` INTERSTITIAL SPACE FILLED COMPLETELY WIT INSULATION POWERED PROJECTOR SCREEN PROVIDED & INSTALLED BY VENDOR VERIFY DISTANCE REQUIRED WITH VENDOR ELEV. + 107'-5" BOT. OF CURTAIN WALL "J" BOX (RE.: ELEC) S SOUND ABSORBING MATERIA Ti. N N i / ANY UNSUPPORTED 1." ARMOVER 2'-0" AND OVER TO HAVE A . HANGER. EXPOSED STRUCT. (PAINT) POWERED PROJECTOR SCREEN PROVIDE POWER RE. ELEC. PAINT TRANSITION UNE ELEV. + 107'-5" BOT. OF CURTAIN WALL ELEV. (+) 101'-5" T.O. BOWUNG LANES \ a `` '1'1'1•.1 INTERSTITIAL SPACE FILLED COMPLETELY WITH INSULATION AS SOUND ABSORBING MATERIALI AMU tOM ELEV. EXIST. CONCRETE FLOOR 100'-0" BLACK CURTAIN AND CURTAIN ROD BY G.C. INFILL JOIST FRAMING & FLOOR DECK BY BOWLING VENDOR. FLOOR FINISH BY G.C. SECTION BB 1 /8"=1'=0" 012345 10 20 UMW ILIIMU UMW UAW BLACK CURTAIN AND CURTAIN ROD BY G.C. BOWLING LANE SURFACE AND TRUSS FRAMING SYSTEM SUPPLIED AND INSTALLED BY BOWUNG VENDOR O w a w x U 0 3- a a -BALL RETURN (BY BOWLING VENDOR) w J -J 1 i PER PLAN — 0 O 0 HANGER PROVIDED ARMOVERS OVER 2'—O" 4'—O" VICFLEX CONCEALED SPRINKLER HEAD FINISHED CEILING ELEVATION ARMOVER DROP DETAIL NO SCALE ANL Ci(e) C:) 4,-0" VICFLEX SPRINKLER HEAD 1 ESCUTCHEON FLEX DROP DETAIL NO SCALE SYMBOLS/ABREVIATIONS: CIO =211 C=I DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. — HANGER — EXISTING COUPLING c)) — LINE RESTRAINT (EVERY 41' AND END OF LINES) — NEW COUPLING (VIC009 TYP) -C — PLUG — 1" DRAIN VALVE (ON MAIN TYP) — FLEX COUPLING (VIC 75 TYP) — LATERAL EQ BRACE (25' MAX) — LONGITUDINAL EQ BRACE (AT EVERY 30' MAX) [15-61 — CENTERLINE PIPE ELEVATION NORTH ROUND ONE BOWLING 2ND FLOOR SOUTH CENTER MALL KEY PLAN prmos agile _La GEi2T'issiGAaorTasa sLos rLamm at cK�sTENaY FIRE PROTECTION SPRINKLER SYSTEMS AI Smith 49614192-C Leve13 Coeoo.FWe ktta. = CO8OOFP11 signature FIRE SPRINKLER SUBMITTAL PLAN 3-2-15 Z 0 F W DESCRIPTION z z sLL z W U LT- O z O H SPRINKLER HEAD LEGEND: APPROVALS BY: TUKWILA FIRE DEPARTMENT N U a in} LIJ Li. 0] Ii! Lt. 7.71 Z 0 • • • • 0000 -0000 00 0000 Q 0 0 0 3 0 0 0 • • • • W 0 a W LL W L1 0 z 0 0 z co 0. d. C .0 D o g v) • co - O M• 1- 0 U r co N • D O cO0 'Y) -45 co sou) a 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE Z CW Lu 0 es 0 Z —7 O Lu Z O 0 O O c: o. '0 4 '0 0 uJ so O W w Z N z J Z O < 2 I— O Fs v) W o Z?< O Z� U 1Q c� O Zz 1- 1 3c 2z 1- z O U DRAWING TITLE FIRE SPRINKLER PLAN DATE: 2-16-15 SCALE: 1/8"=11-0" DRAWN BY: MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -2 FL 11uY TOLCO #1000 'FAST CLAMP' SWAY SWAY BRACE ATTACHMENT Fig. 65 Steel Reversible '!CC Pe Beam Clamp with Lock Nut TYPICAL HANGERS VICINITY MAP Fig. 4A - Longitudinal Brace Fig. 4A - Lateral Brace. TOLCO #4A PIPE CLAMP FOR SWAY BRACING Fig. 25 Surge Restrainier til OJECT TOLCO #980 UNIVERSAL SWIVEL SWAY BRACE ATTACHEMENT SEISMIC ATTACHMENTS rib%kt P%ill ' IIY,. �141rI.T,:K Irx�,SeIlle `,t�. S�{ t'hr':11u11 ��11!7 °aktritttl, r:1 . I'17i•�1 (3r it,l7ltwrr:^�ixl.Kd, ri I:".,• "; I Ilti��ni-Ie�t.iatil .ij rMi by`o LagbI Mnii nrirrlali(,l1 NORDSTROM 0 "tt--47, D J O ma y5___Jr 'MOP! I= NEM BillI Nomdlhar'D ❑ ❑ o o MIE111011111 - fi 111 111 .1. a o o ❑ ❑ u 1 ■ Penney NORDSTROM 00 u u Ji' E L macyt O 0 0 0 0 O 00 O 0 0 O 0 0 0 O 0 O 0• O 0 ' O 0 O 0 O 0 Flg. 828 VFffil/� Beam, truss or &dor Show, with Fig. 936 SIDE VIEW "A" Beam, Wad or girder i 4 E— 4. 928 May pivot in May pivot in -f arty�directlon any dtrectlon `' }3'f J \\ / J /j / Shown with /' Fig. 986 �/ N.– ' SIDE VIEW "B" TOLCO #828 STEEL JOISTS SWAY ATTACHMENT AREA OF WORK r.. 0 - Existing Seafood City (level 1) Future Round 1 (level 2) u II II tr 7 KEY PLAN NO SCALE SCOPE OF WORK RE—ROUTE SRFINKLER PIPING, RELOCATE/ADD SPRINKLERS FOR LANDLORD WORK FOR FUTURE TENANT GENERAL NOTES SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 — 2010 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 1"-2" THREADED PIPING TO BE 'DYNA—THREAD'2/2,GROOVED PIPING TO BE DYNA-FLOW GENERAL LEGEND -M- -D 0 BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. $ E/C c/c C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL -THREAD ROD 6tL 0' Without Comments CI . . As Noted in Red Per The Attached Letter 'hese plans have been reviewed by The Tukwila Fire e vention Bureau- for conformance with current City :dards: Acceptance is subject to errors and 'issions which do not authorize violations of adopted _:n -dards and ordinances. The responsibility for the :.;aequacy of design rests totally with the designer. .,:iditions, deletions or revisions to these drawings after is date will void this ; cce#tance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to'field test and Inspection by The Tukwila Fire Prevention Bureau. Date: /t-io ` I By: TUKWILA FIRE DEPARTMENT Pie :;o. call 206-575-4407 and vP thitfire Permit No. a s� and exact adcin ss for shut- down or restoration approval. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTE John J. Abel 9760.0591 -CG Level 3 rown Fire Protection, Inc. C " • "� P044LL 7 1. tur Expires 1 12/31/14 CROWN FIRE PROTECTION INCORPORA TED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Landlord Work For Future Tenant: 3s-- i ROUND 1 SOUTH CEN TER BLVD. FORMER MERVYN'S BUILDING TUKWILA, WA 98188 DATE: 11/14 DRAWN: C.O. SCALE: NOTED 1 OF 2 15'-2" 18'-1112" t> ; ' 3" is ) 1'-3" SECOND RWfl PENDENT SPRINKLER UPRIGHT AT ELEVATOR MgTOR�" W.DRAI A ON-ACCESSABLE SPAC 001 .nwnas.ronn FIRST FLOOR N I ii I�j I I I ° 1 v4 1y4 e- 1 I® r r I I<�) r Id NE21/2". TEE Ni 1 I 1 LEV i I 14 I ( 1v4 ( 1I4tr TOR [IT Sl RINKLER I d : I Rli-R0 ED 2-1/2 CROLSMA N 1 1 1Y4 / KEY PLAN RECONNECT EXISµ G SPRINKLERS TO MAINTAIN Copt! COVERAGE 4.4 / (;24---L W14 1ix4 NON IRON • EL'ATOR ACHRMCON Elevator Control Room WF I BEAM 0- 0 0 UP Stair 1 /'\ E.1 -ice --i rF4 Existing Service Area Service Elevator RE-ROUTE SPRINKLER IPIPING AS REQUIRED TO CLEAR NEWLEVATOR FE -SPACE SPRINKLERS. / ADD PIT SPRINKLER PER N PARTIAL FIRST FLOOR SPRINKLER PIPING PLAN SCALE: 1/8" = 1'—O" I I I I I I I 1 0 4' 8' NOTE: SCOPE OF WORK Fobil THIS PROJECT IS PREPARATION OF SPACE FOR FUTURE TENANT 'ROUND 1'. ALL TENANT WORK INCLUDINGDROP CEILING SPRINKLERS, ESCALATOR WATER CURTAIN, IF REQUIRED, TO BE PROVIDED ON rUTURE SUBMITTAL, NOT IN THIS CONTRACT PARTIAL FIRST FLOOR SPRINKLER PIPING PLAN ,1J SCALE: 1/8" = 1'-0" 1 1 1 1 1 1 1 1 0 4' 8' 16' 24' SPRINKLERS - PROJECT TOTALS 16' 24' SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE NPT K -FACT. HEAD FINISH PLATE FINISH TEMP. QUAN. RELIABLE QUICK RESP UPRIGHT F1FR56 0 0 R1425 1/2" 1/2" 5.6 BRASS N.A. 155° 8 RELIABLE QUICK RESP SIDEWALL F1FR56 N R1435 1/2" 1/2" 5.6 BRASS N.A. 155° 2 RELIABLE QUICK RESP RECESSED PENDENT F1FR56 o R1414 1/2" 1/2" 5.6 CHR CHR 155° 1 TOTAL SPRINKLERS = 1 1 PA #13 \l RAN.CMLINE FOR EI}EVATOR Passe ger of Elev for 1 Qin U. to below 114 ®---- 1Y4 H *h- 11) H 1 - VIII 1 I III I II I III III III IIL DN. DN. L1 SECOND FLOOR SPRINKLER PIPING PLAN SCALE: 1/8" = 1'—O" 0 4' 8' 16' 24' H DN. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTE John J. Abel 9760 -0591 -CG Level 3 Crown Fire Protection, Inc. 0.O FP144L .gneture 1.,'w -la n. 'w, rmm=m-A IN M ---->w•. °. la .C.1 ,. CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Landlord Work For Future Tenant: ROUND 1 2331 -+ SOU TH CEN TER BLVD. FORMER MERVYN'S BUILDING TUKWILA, WA 98188 PAID Noir f; 2014 TUKWILA FIRE �2�3f6 igfv U DATE: 11/14 DRAWN: C.O. SCALE: NOTED 2 OF 2 2351 SOUTHCENTER MALL ASSOCIATED PERMITS 15-F-146 15-F-024 15-S-096 15-S-048 14-S-259 15-H-101 4iet SITE LOCATION Site Address: Tenant Name: D. 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 No.: C OOk\ `C-ef*r mlt\ \ Suite Number: Floor: f4.xnj, On -e_- Utnek10 rr_ 1 Jc New Tenant? ❑ - Yes ❑ - No Property Owner's Name: v.,PC-C-\-e•.. YY1anC6W rlc •' Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. 1 Name: �� e j) n l Day Telephone: L4%rte • L} $1-1(M1f Company Name: Mailing Address: E-mail Address: &own %o_trA---‘ vn 1 ) nr 12\\'? • YY1 \\\ C�r-eek \,.JIB c'\2ds%2 City State Zi A II '10. • C46 l Fax Number: 425 - 4g 1 - g (p/S '�- -r 41111 Total number of new/relocated devices or sprinkler heads: 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 Signature: Print Name: WNER OR AUTHORIZED AGENT: Plan Permit App.doc Date: Day Telephone: U S 'A "• 1 WI 1/2/13 TFD FP Form 8 1 SITE LOCATION Ss 9202470010 v(�; _ ,/ King Co. Assessor's Tax No.: Site Address: ��[ Suite Number: Floor: Tenant Name: Westfield Southcenter Mall New Tenant? ❑ -Yes E - No Property Owner's Name: Westfield Shopping Center Mailing Address: POB 130940, Carlsbad, CA 92013 City State Zip 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** CONTACT PERSON -if there are questions about the submittal. Name: Karina Veliz Company Name: Guardian Security Systems Mailing Address:1743 First Ave South, Seattle, WA 98134 kveliz@guardiansecurity.com City E-mail Address: Fax Number: 206.628.4990 Day Telephone: 206.349.5889 State Zip Total number of new/relocated devices or sprinkler heads: 95 Valuation of Project (contractor's bid price): $ 25000 Scope of Work (please provide detailed information): Adding 95 devices to existing FACP. 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 O , EAUTH I.j ED AGENT: aii-6/15 Signature: � Date: Print Name: Karina Veliz Day Telephone: 206„349.5889 Plan Permit App.doc 1/2/13 TFD FP Form 8 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 No.: 92022470010 Site Address: -- SOUTHCENTER MALL Suite Number: ---F7oor: 2 Tenant Name: ROUND ONE BOWLING & AMUSEMENT New Tenant? [3- Yes 0 - No Property Owner's Name: WESTFIELD PROPERTIES Mailing Address: 2800 SOUTHCENTER MALL WAY CONTACT PERSON -if there are questions about the submittal. City State Zip Name: MARTIN TRAICOFF Day Telephone: 206-438-3376 Company Name: COSCO FIRE PROTECTION 4308 S 131ST PL TUKWILA,WA 98168 Mailing Address: E-mail Address: MTRAICOFF@COSCOFIRE . COM City State Zip Fax Number: Valuation of Project (contractor's bid price): $ 88,643 Scope of Work (please provide detailed information): ADDING A NEW 474 HEAD WET GRID SYSTEM AND DEMOING OUT THE EXISTING WET SYSTEM FOR 2ND FLOOR SUITE 1800. 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 AUTH 1 RIZED AGENT: Signature: Print Name: MARTIN TRAI o Plan Permit App.doc Date: 3-3-15 2 0 6- 4 3 8- 3 3 7 6 Day Telephone: 5/14/10 TFD FP Form 8 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION L / King Co. Assessor's Tax No.: Site Address: ti '53 SOrfM64'1 t�',4 �42,E1tJ/!(" Suite Number: Floor: Tenant Name: %`rc7z"td l — /4";1t7,9 New Tenant? ❑ - Yes ❑ - No Property Owner's Name: /e4s/4�� Mailing Address: FOO e So iiEe,.//.r .8/t/ 71; //a City CONTACT PERSON -if there are questions about the submittal. Name: D/,1 /S *P/ Company Name: 6114/,0/1 Sreliie& State Zip Day Telephone: "6- 3`/9'5332 Mailing Address: /71/3 / s7-,1-1/6"-5 53-.0/We �a` � / City E-mail Address: 71/2,#//- )`'7'�.�'.�,Ne e„ ✓^�, 7 , �p� Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: a/41 9/-/351 State Zip Fax Number: 4 -5nrokrs' 3 - /er ld y Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): /¢dc%/ S,to Ke c/e /-e e4 ) 0 1 4 Ait) e j h Eley lobhy FL 2 / i 2/ Shot 71't eiekl .19e/ 3 Xao 4ys 144 /2Pc4// 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 TRUF UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 1//7/ l // Print Name:_ ' iA11#s /if y`'/' 74' Date: Vai/S". Day Telephone: .2 e'l 7.34/9- 6832 Plan Permit App.doc 8/22/14 TFD FP Form 8 CITY OF TUIKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION 2� 1 5r mad Site Address;; -24e fvGrisIle(dUrrAt Tenant Name:IJZJN� EyI �• King Co. Assessor's Tax No.: Suite Number. /O Floor: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: LTi✓ l/i!—IrgaTI/77/2 Day Telephone: ZS 3' 002 - 745- Company Name: 14 7 ! 2 F /1,414 S iry PVC . Mailing Address: 30/ 3 ,3 i2 " u C }JO. -171777j 4i7: -9P/0? pCity State Zip E-mail Address: 37:%UC e -A,(4 67/2 �'. erten Fax Number. _/U/A? Contractor's City of Tukwila Business License number: /g CZ —0 ? ?-3 / 2 Total number of new/relocated devices or sprinkler heads: 1/ Nb Z Z/ C S Valuation of Project (contractor's bid price): $ "3:400 Scope of Work (please provide detailed information): C".0117 10/ Z / -E /Ji$ / 4 / Adt)5 U C. - ‘/O L{ //O.) #601, - s&) ,c)/OJ y- 3/0.0 •-"Sr g 1 e PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print N Plan Permit App.doc Date: s- 2 7' / Day Telephone: /6-3 202 -7 2..5- 8/22/14 TFD FP Form 8 IKEMar 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 No.: 92022470010 Site Address: 2351 SOUTHCENTER MALL Suite Number: 1800 Tenant Name: ROUND ONE BOWLING & AMUSEMENT New Tenant? 3 -Yes ❑ - No Property Owner's Name: WESTFIELD PROPERTIES Mailing Address: 2800 SOUTHCENTER MALL WAY CONTACT PERSON -if there are questions about the submittal. Name: MARTIN TRAI CO F F Day Telephone: 206-438-3376 Company Name: COSCO FIRE PROTECTION 4308 S 131ST PL TUKWILA ,WA 98168 Floor: 2 City State Zip Mailing Address: MTRAICOFF@COSCOFIRE . COM City State Zip E-mail Address: Fax Number: Valuation of Project (contractor's bid price): $ 350.00 Scope of Work (please provide detailed information): ADDING 10 PENDENT ON FLEX DROP SPRINKLERS TO AN EXISTING WET LOOP SPRINKLER SYSTEM. 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 AUT D AGENT: Signature: /�Date: 5-26-15 .ice Print Name: �' 'TIN T' CO Day Telephone: 206-438-3376 Plan Pennit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Round One 2351 Southcenter Mall Permit No.: 14-S-259 Date: November 10, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • 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'h 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • 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 loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Round One Bowling 2351 Southcenter Mall Permit No.: 15-S-048 Date: April 8, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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'/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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • 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 sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Round One 2351 Southcenter Mall Permit No.: 15-H-101 Date: June 5, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust system whenever cooking operations occur. The activation of the exhaust system shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • A minimum 110 candela horn/strobe shall be installed above the kitchen hood suppression system manual pull station at a height of 80 inches above the floor. • A separate fire alarm permit from the Tukwila Fire Department is required for all fire alarm work. • The suppression system manual pull station shall be located no closer than 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Round One 2351 Southcenter Mall Permit No.: 15-S-096 Date: June 3, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • 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 sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. * COSCO FIRE PROTECTION, INC. 4308 S. 131ST PLACE TUKWILA,WA 98168 HYDRAULIC CALCULATIONS FOR DRAWING NUMBER:FP-1 DATE: MAR 2, 2015 -DESIGN DATA - REMOTE AREA NUMBER:GRID REMOTE AREA LOCATION:GRID OVER CENTER OCCUPANCY CLASSIFICATION:HAZARD CATORGORY 2 (HC2) DENSITY:.2 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER:130 (MAX) sq. ft. TYPE OF SPRINKLERS CALCULATED:1/2" UPRIGHT NUMBER OF SPRINKLERS CALCULATED:16 HOSE -STREAM DEMAND:250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE):701 gpm FLOW AND PRESSURE (AT BASE OF RISER):457gpm Q 63.59 psi TYPE OF SYSTEM:WET GRID * HASS PEAKED CALCULATION * WATER SUPPLY Source: 10" LOOP Test Date: NA Test By:TWD Location: 10" LOOP AROUND MALL Static:120 psi Residual:20 psi Flow:8000 gpm Source Elevation Relative to Finished Flow Leve1:0 ft. INSTALLING CONTRACTOR Name:COSCO FIRE PROTECTION INC. Address:4308 S 131ST PL TUKWILA, WA 98168 Phone:206-438-3360 Certification number:COSCOFP110NM NAME OF DESIGNER:MARTIN TRAICOFF AUTHORITY HAVING JURISDICTION:TUKWILA FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 4903012830, granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) II ▪ RNIiaurnetarlifill RROTiO7OR�• O rvaTrlll 11 O 1 = COSOO P110NM ■ 1 ^--.-- T 4N1 -01a44 L$vd3 Al Smith ▪ Cosoo.Fln Pro soyati Ino. ■ • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALL'S\GRID ORDINARY GP2 PEAKED.SDP JOB TITLE: GRID 1.25 .2-1500 8000.0 gpm ..W H a 0 0 0 N V 0 M o H O M • 5a+ o Q � a m 0.w a w E o 0 n mo m r 014 P -.-1a ® CO A A 0 it 4 � a W RC lml O 0 0 0 co g O1 11 r1 0 N a) o w o H �f E 0 l.4 4-1 m a) o —o (14 (i) r1 °aof w$.4 4-4K 0 (I) 0 co a) 14 rt 0 0 o _ o 0 o 0 d' rl a) O i _o N M A 0 0 0 0 0 o N d1 up 0o V H CD in N 0fcC 0 C Cl, awcncnIX [z1 --wco•�-, 0 0 O 0 N a) 1•) 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NFPA WATER SUPPLY DATA SOURCE NODE TAG SRCE STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) REQ'D PRESS. (PSI) 120.0 20.0 8000.0 118.9 707.0 63.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) H01 H2 H3 H4 H5 H6 H7 H8 H9 H10 H11 H12 H13 H14 H15 H16 H17 H18 H2O H21 H22 H23 H24 H25 H26 H27 H28 H29 H30 H31 H32 H33 H34 H35 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 707.0 GPM 250.0 GPM 0.0 GPM 457.0 GPM PRESSURE (PSI) 26.5 25.2 22.4 21.9 21.7 21.7 22.0 24.3 34.1 31.7 29.3 25.2 24.0 23.4 23.3 23.3 25.2 25.5 33.4 30.8 28.2 23.9 22.5 21.8 21.6 21.6 21.7 23.8 24.4 25.0 41.0 40.4 39.4 38.4 DISCHARGE NOTES (GPM). 26.5 26.2 26.1 26.1 26.3 28.1 27.4 27.1 27.0 27.1 27.4 26.5 26.1 26.0 26.0 26.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) H36 37.0 37.4 H37 37.0 36.4 H38 37.0 35.5 H39 37.0 34.5 H40 37.0 - - - - 33.5 - - - H41 37.0 K= 5.60 30.5 30.9 H42 37.0 32.2 - - - H43 37.0 - 31.9 H44 37.0 31.6 - H45 37.0 31.4 H46 37.0 31.1 1 35.2 37.5 2 35.2 26.0 3 35.2 24.7 4 35.2 24.2 5 35.2 - 24.0 6 35.2 24.0 7 35.2 24.3 8 35.2 25.1 9 35.2 34.9 10 35.2 32.5 11 35.2 30.1 12 35.2 27.7 13 35.2 - 26.4 14 35.2 - - 25.8 15 35.2 - - 25.7 16 35.2 - - 25.7 17 35.2 - - 26.0 18 35.2 - - 26.3 20 35.2 - - 34.2 - 21 35.2 - 31.6 22 35.2 - - 29.0 23 35.2 - - 26.3 - 24 35.2 24.8 - 25 35.2 - - 24.1 26 35.2 - - 23.8 27 35.2 - - 23.8 - 28 35.2 - - 24.0 29 35.2 - - 24.6 30 35.2 - - 25.2 31 35.2 - - 25.8 32 35.2 - - 41.8 33 35.2 - - 41.2 34 35.2 - - - 40.2 35 35.2 - - - - 39.2 - - - 36 35.2 - - 38.2 - 37 35.2 - - - - 37.2 38 35.2 - - - - 36.3 - 39 35.2 - - - 35.3 - 40 35.2 - - - 34.3 - 41 35.2 - - - - 33.3 - 42 35.2 - - - - 33.0 - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 43 35.2 - - 32.7 44 35.2 - - 32.4 45 35.2 - - 32.1 46 35.2 - - 31.9 200 35.2 - - 55.5 201 35.2 - - 55.5 202 35.2 - - 55.5 203 35.2 - - 55.6 204 35.2 55.6 205 35.2 55.7 206 35.2 55.7 207 35.2 54.4 208 35.2 53.5 209 35.2 52.3 210 35.2 51.0 211 35.2 50.1 212 35.2 48.6 213 35.2 47.0 214 35.2 45.7 215 35.2 44.2 216 35.2 43.1 217 35.2 40.6 218 35.2 40.2 219 35.2 40.1 220 35.2 26.9 221 35.2 27.1 222 35.2 - - 27.4 223 35.2 29.7 224 35.2 29.9 225 35.2 30.0 226 35.2 52.2 227 35.2 52.3 228 35.2 52.4 229 35.2 52.5 230 35.2 52.7 231 35.2 54.3 231A 35.2 53.0 232 35.2 54.5 233 35.2 54.6 234 35.2 54.7 235 35.2 54.8 236 35.2 55.2 237 35.2 55.2 238 35.2 55.2 TOR 35.2 57.5 BOR 2.0 - - 73.7 BFO 2.0 73.7 BFI 2.0 77.7 UG 35.2 - - - - 63.4 - - - SRCE 35.2 SOURCE 63.6 457.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 1 35.2 37.5 73.7 2 HO1 37.0 26.5 73.7 Pipe: 2 0.0 0.0 2 35.2 26.0 0.0 H2 37.0 25.2 0.0 Pipe: 3 5.60 26.5 Disch 3 35.2 24.7 0.0 H3 37.0 22.4 26.5 Pipe: 4 5.60 26.2 Disch 4 35.2 24.2 0.0 H4 37.0 21.9 26.2 Pipe: 5 5.60 26.1 Disch 5 35.2 24.0 0.0 H5 37.0 21.7 26.1 Pipe: 6 5.60 26.1 Disch 6 35.2 24.0 0.0 H6 37.0 21.7 26.1 Pipe: 7 5.60 26.3 Disch 7 35.2 24.3 0.0 H7 37.0 22.0 26.3 Pipe: 8 0.0 0.0 8 35.2 25.1 0.0 H8 37.0 24.3 0.0 Pipe: 9 0.0 0.0 9 35.2 34.9 0.0 H9 37.0 34.1 0.0 Pipe: 10 0.0 0.0 10 35.2 32.5 0.0 H10 37.0 31.7 0.0 Pipe: 11 0.0 0.0 11 35.2 30.1 0.0 H11 37.0 29.3 0.0 Pipe: 12 5.60 28.1 Disch 12 35.2 27.7 0.0 H12 37.0 25.2 28.1 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 2.33 120 5.80 8.13 1.261 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.190 2.33 120 5.80 8.13 0.186 2.33 120 5.80 8.13 0.185 2.33 120 5.80 8.13 0.185 2.33 120 5.80 8.13 0.187 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.212 11.0 - 0.8 10.3 0.8 - 0.8 0.0 2.3 - 0.8 1.5 2.3 -0.8 1.5 2.3 - 0.8 1.5 2.3 -0.8 1.5 2.3 - 0.8 1.5 0.8 -0.8 0.0 0.8 - 0.8 0.0 0.8 -0.8 0.0 0.8 - 0.8 0.0 2.5 -0.8 1.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALL'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 5.60 27.4 Disch 13 35.2 26.4 0.0 H13 37.0 24.0 27.4 Pipe: 14 5.60 27.1 Disch 14 35.2 25.8 0.0 H14 37.0 23.4 27.1 Pipe: 15 5.60 27.0 Disch 15 35.2 25.7 0.0 H15 37.0 23.3 27.0 Pipe: 16 5.60 27.1 Disch 16 35.2 25.7 0.0 H16 37.0 23.3 27.1 Pipe: 17 0.0 0.0 17 35.2 26.0 0.0 H17 37.0 25.2 0.0 Pipe: 18 0.0 0.0 H18 37.0 25.5 0.0 18 35.2 26.3 0.0 Pipe: 20 0.0 0.0 H2O 37.0 33.4 0.0 20 35.2 34.2 0.0 Pipe: 21 0.0 0.0 21 35.2 31.6 0.0 H21 37.0 30.8 0.0 Pipe: 22 0.0 0.0 22 35.2 29.0 0.0 H22 37.0 28.2 0.0 Pipe: 23 5.60 27.4 Disch 23 35.2 26.3 0.0 H23 37.0 23.9 27.4 Pipe: 24 5.60 26.5 Disch 24 35.2 24.8 0.0 H24 37.0 22.5 26.5 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 31.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 Pipe: 25 5.60 26.1 Disch 25 35.2 24.1 0.0 J1.000 T: 5.8 H25 37.0 21.8 26.1 1.080 Pipe: 26 5.60 26.0 Disch 26 35.2 23.8 0.0 H26 37.0 21.6 26.0 J1.000 T: 5.8 1.080 2.33 120 5.80 8.13 0.202 2.33 120 5.80 8.13 0.198 2.33 120 5.80 8.13 0.197 2.33 120 5.80 8.13 0.197 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.000 2.33 120 5.80 8.13 0.202 2.33 120 5.80 8.13 0.191 2.33 120 5.80 8.13 0.185 2.33 120 5.80 8.13 0.183 2.4 - 0.8 1.6 2.4 - 0.8 1.6 2.4 -0.8 1.6 2.4 - 0.8 1.6 0.8 -0.8 0.0 0.8 0.8 0.0 0.8 0.8 0.0 0.8 - 0.8 0.0 0.8 - 0.8 0.0 2.4 -0.8 1.6 2.3 - 0.8 1.5 2.3 - 0.8 1.5 2.3 - 0.8 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 5.60 26.0 Disch 27 35.2 23.8 0.0 J1.000 T: 5.8 H27 37.0 21.6 26.0 1.080 Pipe: 28 5.60 26.1 Disch 28 35.2 24.0 0.0 H28 37.0 21.7 26.1 Pipe: 29 0.0 0.0 29 35.2 24.6 0.0 H29 37.0 23.8 0.0 Pipe: 30 0.0 0.0 30 35.2 25.2 0.0 H30 37.0 24.4 0.0 Pipe: 31 0.0 0.0 31 35.2 25.8 0.0 H31 37.0 25.0 0.0 Pipe: 32 0.0 0.0 32 35.2 41.8 0.0 H32 37.0 41.0 0.0 Pipe: 33 0.0 0.0 33 35.2 41.2 0.0 H33 37.0 40.4 0.0 Pipe: 34 0.0 0.0 34 35.2 40.2 0.0 H34 37.0 39.4 0.0 Pipe: 35 0.0 0.0 35 35.2 39.2 0.0 H35 37.0 38.4 0.0 Pipe: 36 0.0 0.0 36 35.2 38.2 0.0 H36 37.0 37.4 0.0 Pipe: 37 0.0 0.0 37 35.2 37.2 0.0 H37 37.0 36.4 0.0 Pipe: 38 0.0 0.0 38 35.2 36.3 0.0 H38 37.0 35.5 0.0 Pipe: 39 0.0 0.0 39 35.2 35.3 0.0 H39 37.0 34.5 0.0 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 J1.000 T: 5.8 1.080 2.33 120 2.3 5.80 -0.8 8.13 0.183 1.5 2.33 120 2.3 5.80 -0.8 8.13 0.185 1.5 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 2.33 120 0.8 5.80 -0.8 8.13 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 40 0.0 0.0 2.33 120 0.8 40 35.2 34.3 0.0 J1.000 T: 5.8 5.80 -0.8 H40 37.0 33.5 0.0 1.080 8.13 0.000 0.0 Pipe: 41 5.60 30.9 Disch 2.33 120 2.8 41 35.2 33.3 0.0 J1.000 T: 5.8 5.80 -0.8 H41 37.0 30.5 30.9 1.080 8.13 0.253 2.1 Pipe: 42 0.0 0.0 2.33 120 0.8 42 35.2 33.0 0.0 J1.000 T: 5.8 5.80 -0.8 H42 37.0 32.2 0.0 1.080 8.13 0.000 0.0 Pipe: 43 0.0 0.0 2.33 120 0.8 43 35.2 32.7 0.0 J1.000 T: 5.8 5.80 -0.8 H43 37.0 31.9 0.0 1.080 8.13 0.000 0.0 Pipe: 44 0.0 0.0 2.33 120 0.8 44 35.2 32.4 0.0 J1.000 T: 5.8 5.80 -0.8 H44 37.0 31.6 0.0 1.080 8.13 0.000 0.0 Pipe: 45 0.0 0.0 2.33 120 0.8 45 35.2 32.1 0.0 J1.000 T: 5.8 5.80 -0.8 H45 37.0 31.4 0.0 1.080 8.13 0.000 0.0 Pipe: 46 0.0 0.0 2.33 120 0.8 46 35.2 31.9 0.0 J1.000 T: 5.8 5.80 -0.8 H46 37.0 31.1 0.0 1.080 8.13 0.000 0.0 Pipe: 132 0.0 0.0 6.04 120 2.6 219 35.2 40.1 73.7 H01 H1.500 T:11.3 14.10 0.0 1 35.2 37.5 73.7 1.728 F: 2.8 20.14 0.128 2.6 Pipe: 133 0.0 73.7 3 10.00 120 0.5 HO1 37.0 26.5 0.0 H2 H1.500 - - 0.00 0.8 2 35.2 26.0 73.7 1.728 10.00 0.128 1.3 Pipe: 134 0.0 47.2 4 10.00 120 1.3 2 35.2 26.0 26.5 H3 H1.500 - - 0.00 0.0 3 35.2 24.7 73.7 1.728 10.00 0.128 1.3 Pipe: 135 0.0 21.0 5 10.00 120 0.6 3 35.2 24.7 26.2 H4 H1.500 - - 0.00 0.0 4 35.2 24.2 47.2 1.728 10.00 0.056 0.6 Pipe: 136 0.0 0.0 10.00 120 0.1 4 35.2 24.2 21.0 H1.500 - - 0.00 0.0 5 35.2 24.0 21.0 1.728 10.00 0.013 0.1 Pipe: 137 0.0 0.0 10.00 120 0.0 6 35.2 24.0 5.1 H1.500 - 0.00 0.0 5 35.2 24.0 5.1 1.728 10.00 0.001 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 138 0.0 5.1 5 10.00 120 0.3 7 35.2 24.3 26.1 H6 H1.500 0.00 0.0 6 35.2 24.0 31.2 1.728 10.00 0.026 0.3 Pipe: 139 0.0 31.2 6 10.00 120 0.8 8 35.2 25.1 26.3 H7 H1.500 -- 0.00 0.0 7 35.2 24.3 57.4 1.728 10.00 0.081 0.8 Pipe: 140 0.0 57.4 7 8.38 120 1.8 220 35.2 26.9 0.0 H8 H1.500 T:11.3 14.10 0.0 8 35.2 25.1 57.4 1.728 F: 2.8 22.48 0.081 1.8 Pipe: 141 0.0 103.0 10 8.38 120 5.3 218 35.2 40.2 0.0 H9 H1.500 T:11.3 14.10 0.0 9 35.2 34.9 103.0 1.728 F: 2.8 22.48 0.238 5.3 Pipe: 142 0.0 103.0 11 10.00 120 2.4 9 35.2 34.9 0.0 H10 H1.500 -- 0.00 0.0 10 35.2 32.5 103.0 1.728 10.00 0.238 2.4 Pipe: 143 0.0 103.0 12 10.00 120 2.4 10 35.2 32.5 0.0 H11 H1.500 0.00 0.0 11 35.2 30.1 103.0 1.728 10.00 0.238 2.4 Pipe: 144 0.0 74.9 13 10.00 120 2.4 11 35.2 30.1 28.1 H12 H1.500 0.00 0.0 12 35.2 27.7 103.0 1.728 10.00 0.238 2.4 Pipe: 145 0.0 47.5 14 10.00 120 1.3 12 35.2 27.7 27.4 H13 H1.500 0.00 0.0 13 35.2 26.4 74.9 1.728 10.00 0.132 1.3 Pipe: 146 0.0 20.4 15 10.00 120 0.6 13 35.2 26.4 27.1 H14 H1.500 - 0.00 0.0 14 35.2 25.8 47.5 1.728 10.00 0.057 0.6 Pipe: 147 0.0 0.0 10.00 120 0.1 14 35.2 25.8 20.4 H1.500 - 0.00 0.0 15 35.2 25.7 20.4 1.728 10.00 0.012 0.1 Pipe: 148 0.0 0.0 10.00 120 0.0 16 35.2 25.7 6.7 H1.500 - 0.00 0.0 15 35.2 25.7 6.7 1.728 10.00 0.001 0.0 Pipe: 149 0.0 6.7 15 10.00 120 0.3 17 35.2 26.0 27.1 H16 H1.500 0.00 0.0 16 35.2 25.7 33.7 1.728 10.00 0.030 0.3 Pipe: 150 0.0 33.7 16 8.50 120 0.3 18 35.2 26.3 0.0 H17 H1.500 - 0.00 0.0 17 35.2 26.0 33.7 1.728 8.50 0.030 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 151 0.0 0.0 11.96 120 0.8 221 35.2 27.1 33.7 17 H1.500 T:11.3 14.10 0.0 18 35.2 26.3 33.7 1.728 F: 2.8 26.06 0.030 0.8 Pipe: 152 217 35.2 20 35.2 Pipe: 153 20 35.2 21 35.2 0.0 0.0 10.38 120 6.4 40.6 108.7 21 H1.500 T:11.3 14.10 0.0 34.2 108.7 1.728 F: 2.8 24.48 0.262 6.4 0.0 108.7 22 10.00 120 2.6 34.2 0.0 H21 H1.500 - 0.00 0.0 31.6 108.7 1.728 10.00 0.262 2.6 Pipe: 154 0.0 108.7 23 10.00 120 2.6 21 35.2 31.6 0.0 H22 H1.500 - 0.00 0.0 22 35.2 29.0 108.7 1.728 10.00 0.262 2.6 Pipe: 155 0.0 81.3 24 10.00 120 2.6 22 35.2 29.0 27.4 H23 H1.500 - 0.00 0.0 23 35.2 26.3 108.7 1.728 10.00 0.262 2.6 Pipe: 156 0.0 54.8 25 10.00 120 1.5 23 35.2 26.3 26.5 H24 H1.500 - 0.00 0.0 24 35.2 24.8 81.3 1.728 10.00 0.153 1.5 Pipe: 157 0.0 28.6 26 10.00 120 0.7 24 35.2 24.8 26.1 H25 H1.500 0.00 0.0 25 35.2 24.1 54.8 1.728 10.00 0.074 0.7 Pipe: 158 0.0 2.6 27 10.00 120 0.2 25 35.2 24.1 26.0 H26 H1.500 - 0.00 0.0 26 35.2 23.8 28.6 1.728 10.00 Q.022 0.2 Pipe: 159 26 35.2 27 35.2 Pipe: 160 28 35.2 27 35.2 Pipe: 161 29 35.2 28 35.2 Pipe: 162 30 35.2 29 35.2 Pipe: 163 31 35.2 30 35.2 0.0 0.0 10.00 120 0.0 23.8 2.6 H1.500 - 0.00 0.0 23.8 2.6 1.728 10.00 0.000 0.0 0.0 0.0 10.00 120 0.2 24.0 23.4 H1.500 - - 0.00 0.0 23.8 23.4 1.728 10.00 0.015 0.2 0.0 23.4 27 10.00 120 0.6 24.6 26.1 H28 H1.500 - - 0.00 0.0 24.0 49.5 1.728 10.00 0.061 0.6 0.0 49.5 28 10.00 120 0.6 25.2 0.0 H29 H1.500 ---- 0.00 0.0 24.6 49.5 1.728 10.00 0.061 0.6 0.0 49.5 29 10.00 120 0.6 25.8 0.0 H30 H1.500 - 0.00 0.0 25.2 49.5 1.728 10.00 0.061 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 164 222 35.2 31 35.2 0.0 27.4 25.8 49.5 30 0.0 H31 49.5 H1.500 T:11.3 1.728 F: 2.8 12.38 120 14.10 26.48 0.061 1.6 0.0 1.6 Pipe: 165 0.0 64.0 33 2.38 120 1.3 216 35.2 43.1 0.0 H32 H1.500 T:11.3 11.30 0.0 32 35.2 41.8 64.0 1.728 13.68 0.098 1.3 Pipe: 166 32 35.2 33 35.2 Pipe: 167 33 35.2 34 35.2 Pipe: 168 34 35.2 35 35.2 Pipe: 169 35 35.2 36 35.2 Pipe: 170 36 35.2 37 35.2 Pipe: 171 37 35.2 38 35.2 Pipe: 172 38 35.2 39 35.2 Pipe: 173 39 35.2 40 35.2 Pipe: 174 40 35.2 41 35.2 Pipe: 175 41 35.2 42 35.2 Pipe: 176 42 35.2 43 35.2 0.0 41.8 41.2 0.0 41.2 40.2 0.0 40.2 39.2 0.0 39.2 38.2 0.0 38.2 37.2 0.0 37.2 36.3 0.0 36.3 35.3 0.0 35.3 34.3 0.0 34.3 33.3 0.0 33.3 33.0 0.0 33.0 32.7 64.0 34 0.0 H33 64.0 64.0 35 0.0 H34 64.0 64.0 36 0.0 H35 64.0 64.0 37 0.0 H36 64.0 64.0 38 0.0 H37 64.0 64.0 39 0.0 H38 64.0 64.0 40 0.0 H39 64.0 64.0 41 0.0 H40 64.0 33.0 42 30.9 H41 64.0 33.0 43 0.0 H42 33.0 33.0 44 0.0 H43 33.0 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 H1.500 1.728 6.00 120 0.00 6.00 0.098 10.00 120 0.00 10.00 0.098 10.00 120 0.00 10.00 0.098 10.00 120 - 0.00 10.00 0.098 10.00 120 0.00 10.00 0.098 0.6 0.0 0.6 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 10.00 120 1.0 - 0.00 0.0 10.00 0.098 1.0 10.00 120 - - 0.00 10.00 0.098 10.00 120 - - 0.00 10.00 0.098 10.00 120 0.00 10.00 0.098 10.00 120 - 0.00 10.00 0.029 10.00 120 0.00 10.00 0.029 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 0.3 0.0 0.3 0.3 0.0 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 177 0.0 33.0 45 10.00 120 0.3 43 35.2 32.7 0.0 H44 H1.500 - 0.00 0.0 44 35.2 32.4 33.0 1.728 10.00 0.029 0.3 Pipe: 178 0.0 33.0 46 10.00 120 0.3 44 35.2 32.4 0.0 H45 H1.500 - 0.00 0.0 45 35.2 32.1 33.0 1.728 10.00 0.029 0.3 Pipe: 179 45 35.2 46 35.2 0.0 32.1 31.9 33.0 223 0.0 H46 33.0 Pipe: 180 0.0 140.6 222 46 35.2 31.9 -107.5 224 223 35.2 29.7 33.0 H1.500 1.728 H1.500 6E:33.6 1.728 T:11.3 10.00 120 0.00 10.00 0.029 29.46 120 44.90 74.36 0.029 0.3 0.0 0.3 2.2 0.0 2.2 Pipe: 263 0.0 107.5 223 178.00 120 14.3 215 35.2 44.2 -55.3 225 H1.500 2E:11.2 33.80 0.0 224 35.2 29.9 52.3 1.728 2T:22.6 211.80 0.068 14.3 Pipe: 264 0.0 0.0 175.50 120 15.7 214 35.2 45.7 55.3 224 H1.500 2E:11.2 33.80 0.0 225 35.2 30.0 55.3 1.728 2T:22.6 209.30 0.075 15.7 Pipe: 265 0.0 456.9 214 184.00 120 5.3 226 35.2 52.2 -427.8 212 H1.500 4E:22.4 45.00 0.0 213 35.2 47.0 29.1 1.728 2T:22.6 229.00 0.023 5.3 Pipe: 266 0.0 427.8 213 175.00 120 3.6 227 35.2 52.3 -402.0 211 H1.500 2T:22.6 22.60 0.0 212 35.2 48.6 25.8 1.728 197.60 0.018 3.6 Pipe: 267 0.0 402.0 212 187.00 120 2.2 228 35.2 52.4 -383.8 210 H1.500 4E:22.4 45.00 0.0 211 35.2 50.1 18.2 1.728 2T:22.6 232.00 0.010 2.2 Pipe: 268 0.0 383.8 211 208.38 120 1.5 229 35.2 52.5 -369.9 209 H1.500 4E:22.4 45.00 0.0 210 35.2 51.0 14.0 1.728 2T:22.6 253.38 0.006 1.5 Pipe: 269 230 35.2 209 35.2 Pipe: 270 208 35.2 231A 35.2 Pipe: 271 207 35.2 231 35.2 0.0 369.9 210 52.7 -363.2 208 52.3 6.7 0.0 53.5 53.0 0.0 54.4 54.3 93.7 230 - 85.2 231 8.5 85.2 231A - 81.0 232 4.2 H1.500 4E:22.4 1.728 2T:22.6 208.38 120 45.00 253.38 0.001 211.38 120 H1.500 2E:11.2 33.80 1.728 2T:22.6 245.18 0.002 H1.500 2T:22.6 1.728 205.38 120 22.60 227.98 0.001 0.4 0.0 0.4 0.6 0.0 0.6 0.1 0.0 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 272 0.0 81.0 231 206 35.2 55.7 -67.6 233 232 35.2 54.5 13.4 Pipe: 273 0.0 67.6 232 205 35.2 55.7 -55.3 234 233 35.2 54.6 12.2 Pipe: 274 0.0 55.3 233 204 35.2 55.6 -44.5 235 234 35.2 54.7 10.8 Pipe: 275 0.0 44.5 234 203 35.2 55.6 -35.0 23.6 235 35.2 54.8 9.5 Pipe: 276 0.0 35.0 235 202 35.2 55.5 -23.8 237 236 35.2 55.2 11.3 Pipe: 277 0.0 23.8 236 201 35.2 55.5 -12.2 238 237 35.2 55.2 11.5 Pipe: 278 0.0 0.0 200 35.2 55.5 12.2 237 238 35.2 55.2 12.2 Pipe: 279 0.0 0.0 221 35.2 27.1 57.4 8 220 35.2 26.9 57.4 Pipe: 280 0.0 57.4 220 222 35.2 27.4 33.7 18 221 35.2 27.1 91.1 Pipe: 281 0.0 91.1 221 223 35.2 29.7 49.5 31 222 35.2 27.4 140.6 Pipe: 282 0.0 140.6 222 224 35.2 29.9 -33.0 46 223 35.2 29.7 107.5 Pipe: 283 0.0 107.5 223 225 35.2 30.0 -52.3 215 224 35.2 29.9 55.3 Pipe: 284 0.0 0.0 227 35.2 52.3 29.1 213 226 35.2 52.2 29.1 H1.500 2T:22.6 1.728 H1.500 2T:22.6 1.728 205.38 120 1.3 22.60 0.0 227.98 0.005 1.3 205.38 120 1.0 22.60 0.0 227.98 0.005 1.0 208.88 120 0.9 H1.500 2E:11.2 33.80 0.0 1.728 2T:22.6 242.68 0.004 0.9 H1.500 6E:33.6 1.728 2T:22.6 225.00 120 0.8 56.20 0.0 281.20 0.003 0.8 66.71 120 0.4 H1.500 2T:22.6 25.40 0.0 1.728 F: 2.8 92.11 0.004 0.4 H1.500 2T:22.6 1.728 F: 2.8 54.71 120 0.3 25.40 0.0 80.11 0.004 0.3 45.21 120 0.3 H1.500 2T:22.6 25.40 0.0 1.728 F: 2.8 70.61 0.005 0.3 H2.500 2.703 H2.500 2.703 17.71 120 0.2 0.00 0.0 17.71 0.009 0.2 16.96 120 0.4 0.00 0.0 16.96 0.021 0.4 33.25 120 2.3 H2.500 E: 9.3 14.00 0.0 2.703 F: 4.7 47.25 0.048 2.3 H2.500 2.703 H2.500 2.703 H2.500 2.703 7.42 120 0.2 0.00 0.0 7.42 0.029 0.2 11.79 120 0.1 0.00 0.0 11.79 0.008 0.1 7.13 120 0.0 0.00 0.0 7.13 0.003 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 285 0.0 29.1 226 12.00 120 0.1 228 35.2 52.4 25.8 212 H2.500 0.00 0.0 227 35.2 52.3 54.9 2.703 12.00 0.008 0.1 Pipe: 286 0.0 54.9 227 12.00 120 0.2 229 35.2 52.5 18.2 211 H2.500 0.00 0.0 228 35.2 52.4 73.1 2.703 12.00 0.014 0.2 Pipe: 287 0.0 73.1 228 8.00 120 0.2 230 35.2 52.7 14.0 210 H2.500 0.00 0.0 229 35.2 52.5 87.1 2.703 8.00 0.020 0.2 Pipe: 288 0.0 87.1 229 12.00 120 0.3 231A 35.2 53.0 6.7 209 H2.500 0.00 0.0 230 35.2 52.7 93.7 2.703 12.00 0.023 0.3 Pipe: 289 0.0 93.7 230 31.00 120 1.3 231 35.2 54.3 -8.5 208 H2.500 4E:37.2 37.20 0.0 231A 35.2 53.0 85.2 2.703 68.20 0.019 1.3 Pipe: 291 0.0 85.2 231A 12.00 120 0.2 232 35.2 54.5 -4.2 207 H2.500 0.00 0.0 231 35.2 54.3 81.0 2.703 12.00 0.017 0.2 Pipe: 292 0.0 81.0 231 12.00 120 0.1 233 35.2 54.6 -13.4 206 H2.500 - 0.00 0.0 232 35.2 54.5 67.6 2.703 12.00 0.012 0.1 Pipe: 293 0.0 67.6 232 14.00 120 0.1 234 35.2 54.7 -12.2 205 H2.500 - 0.00 0.0 233 35.2 54.6 55.3 2.703 14.00 0.009 0.1 Pipe: 294 0.0 55.3 233 9.50 120 0.1 235 35.2 54.8 -10.8 204 H2.500 0.00 0.0 234 35.2 54.7 44.5 2.703 9.50 0.006 0.1 Pipe: 295 0.0 44.5 234 84.71 120 0.4 236 35.2 55.2 -9.5 203 H2.500 2E:18.6 18.60 0.0 235 35.2 54.8 35.0 2.703 103.31 0.004 0.4 Pipe: 296 0.0 35.0 235 12.00 120 0.0 237 35.2 55.2 -11.3 202 H2.500 0.00 0.0 236 35.2 55.2 23.8 2.703 12.00 0.002 0.0 Pipe: 297 0.0 23.8 236 9.60 120 0.0 238 35.2 55.2 -11.5 201 H2.500 0.00 0.0 237 35.2 55.2 12.2 2.703 9.60 0.001 0.0 Pipe: 298 0.0 0.0 16.96 120 0.1 218 35.2 40.2 73.7 1 H3.000 0.00 0.0 219 35.2 40.1 73.7 3.314 16.96 0.005 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 299 217 35.2 218 35.2 Pipe: 300 216 35.2 217 35.2 0.0 73.7 219 15.63 120 0.4 40.6 103.0 9 H3.000 - - 0.00 0.0 40.2 176.8 3.314 15.63 0.027 0.4 0.0 176.8 218 43.1 108.7 20 40.6 285.4 H3.000 E:10.2 3.314 F: 5.1 22.54 120 2.5 15.30 0.0 37.84 0.066 2.5 Pipe: 301 0.0 285.4 217 12.00 120 1.1 215 35.2 44.2 64.0 32 H3.000 - - 0.00 0.0 216 35.2 43.1 349.4 3.314 12.00 0.095 1.1 Pipe: 302 214 35.2 215 35.2 Pipe: 303 213 35.2 214 35.2 Pipe: 304 212 35.2 213 35.2 Pipe: 305 211 35.2 212 35.2 Pipe: 306 210 35.2 211 35.2 Pipe: 307 209 35.2 210 35.2 Pipe: 308 208 35.2 209 35.2 Pipe: 309 207 35.2 208 35.2 Pipe: 310 206 35.2 207 35.2 Pipe: 311 206 35.2 205 35.2 0.0 349.4 216 12.00 120 1.5 45.7 52.3 224 H3.000 - - 0.00 0.0 44.2 401.7 3.314 12.00 0.123 1.5 0.0 401.7 215 47.0 55.3 225 H3.000 45.7 456.9 3.314 0.0 456.9 214 48.6 -29.1 226 H3.000 47.0 427.8 3.314 0.0 427.8 213 50.1 -25.8 227 H3.000 48.6 402.0 3.314 0.0 402.0 212 51.0 -18.2 228 H3.000 50.1 383.8 3.314 0.0 383.8 211 52.3 -14.0 229 H3.000 51.0 369.9 3.314 0.0 369.9 210 53.5 -6.7 230 H3.000 52.3 363.2 3.314 0.0 363.2 209 54.4 8.5 231A H3.000 53.5 371.7 3.314 0.0 371.7 208 55.7 4.2 231 H3.000 54.4 375.9 3.314 0.0 55.3 204 55.7 12.2 233 H3.000 55.7 67.6 3.314 8.00 120 1.3 0.00 0.0 8.00 0.157 1.3 12.00 120 1.7 - 0.00 0.0 12.00 0.139 1.7 12.00 120 1.5 - - 0.00 0.0 12.00 0.124 1.5 8.00 120 0.9 0.00 0.0 8.00 0.114 0.9 12.00 120 1.3 - - 0.00 0.0 12.00 0.106 1.3 12.00 120 1.2 - 0.00 0.0 12.00 0.102 1.2 8.00 120 0.9 0.00 0.0 8.00 0.107 0.9 12.00 120 1.3 - 0.00 0.0 12.00 0.109 1.3 12.00 120 0.1 - 0.00 0.0 12.00 0.005 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 312 0.0 44.5 203 12.00 120 0.0 205 35.2 55.7 10.8 234 H3.000 -- 0.00 0.0 204 35.2 55.6 55.3 3.314 12.00 0.003 0.0 Pipe: 313 204 35.2 203 35.2 Pipe: 314 203 35.2 202 35.2 0.0 55.6 55.6 0.0 55.6 55.5 35.0 202 9.5 235 44.5 23.8 201 11.3 236 35.0 H3.000 3.314 H3.000 E:10.2 3.314 F: 5.1 12.00 120 0.00 12.00 0.002 37.38 120 15.30 52.68 0.001 0.0 0.0 0.0 0.1 0.0 0.1 Pipe: 315 0.0 12.2 200 15.63 120 0.0 202 35.2 55.5 11.5 237 H3.000 0.00 0.0 201 35.2 55.5 23.8 3.314 15.63 0.001 0.0 Pipe: 316 201 35.2 200 35.2 0.0 55.5 55.5 0.0 12.2 238 12.2 H3.000 3.314 11.92 120 0.00 11.92 0.000 0.0 0.0 0.0 Pipe: 317 0.0 67.6 205 27.13 120 1.8 TOR 35.2 57.5 13.4 232 H4.000 E:13.9 13.90 0.0 206 35.2 55.7 456.9 4.310 41.03 0.044 1.8 Pipe: 318 BOR TOR 2.0 35.2 0.0 73.7 57.5 0.0 456.9 206 456.9 B5.000 5.295 TBGA 33.17 120 16.2 83.20 -14.4 116.37 0.016 1.9 Pipe: 319 0.0 0.0 1.00 120 0.0 BFO 2.0 73.7 456.9 TOR B6.000 0.00 0.0 BOR 2.0 73.7 456.9 6.357 1.00 0.007 0.0 Pipe: 320 0.0 Fixed Pressure Loss Device BFI 2.0 77.7 456.9 BOR 4.0 psi, 456.9 gpm BFO 2.0 73.7 456.9 Pipe: 321 0.0 0.0 UG 35.2 63.4 456.9 BFO BFI 2.0 77.7 456.9 Pipe: 322 Source 0.0 SRCE 35.2 63.6 456.9 BFI UG 35.2 63.4 457.0 D8.000 2E:53.8 8.265 3.00 140 53.80 56.80 0.001 50.00 140 D8.000 T:52.3 58.30 8.265 G: 6.0 108.30 0.001 14.3 14.4 0.1 0.1 0.0 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 4903012830 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.156 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.8 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: B MATERIAL: SCH.10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 5.295 15.20 31.60 10.10 34.10 11.40 2.50 0.00 0.00 7.60 3.80 1.90 1.30 20.20 12.60 36.60 0.00 6.357 17.60 37.70 11.30 40.20 12.60 3.80 37.70 41.50 8.80 4.40 2.20 1.30 22.60 13.80 42.70 0.00 PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11 H Q 22/Ell 11gE11 8.265 26.90 52.30 19.40 67.20 17.90 6.00 61.20 0.00 13.40 6.70 3.40 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 3/2/2015\CALCULATIONS\HYDRAULIC CALC'S\GRID ORDINARY GP2 PEAKED.SDF JOB TITLE: GRID 1.25 .2-1500 PAGE: H Diameter (in) 1.728 2.703 3.314 4.310 PAGE: J Diameter (in) MATERIAL: DYNFLO HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk D F DPV1v 45E11 H Q 22/Ell 1lgE11 5.60 11.30 1.40 0.70 9.30 18.70 2.30 1.20 10.20 21.80 2.50 1.30 13.90 27.90 3.50 1.70 I S U V W Couplg FM90E1 FM45E1 FMTee FMRunT 2.80 12.70 0.00 0.00 0.00 1.40 11.30 8.50 16.90 0.00 6.20 21.80 10.90 1.60 26.40 1.60 15.50 10.90 24.90 0.00 7.30 23.30 14.60 1.50 24.80 1.50 16.00 10.90 27.70 0.00 8.40 30.70 16.70 2.80 39.00 1.40 19.50 12.50 33.40 0.00 MATERIAL: DynaTh HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk 0.00 35.70 42.20 41.80 2.80 4.70 5.10 7.00 D F DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 1.080 2.30 5.80 2.30 5.80 0.00 0.00 0.00 0.00 1.20 0.60 0.30 1.20 6.90 5.80 10.40 0.00 ToI-Brace Seismic Calculations Project Address: Round One Bowling COSCO FIRE PROTECTION IN( 3308 S 131ST PLACE B -Line TUI(WILA,WA 98168 ..�� 206-438-3360 by ,' IT•N COSCOFP110NM on 2013 NFPA Pamphlet #13 2800 South Center Mall Tukwila, Wa Job # 25506160 Calculations based Brace Information Tolco Brace Components Maximum Spacing 27' 0" (8.23 m) ToIco Component Fig. Number Adjusted Load Fig 1001 Clamp 1470 lbs (667 kg) Fig 980 Universal Swivel 1616 lbs (733 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 60° Min. 9 Least Rad. of Gyration 0.42" (11 mm) TOLCO Assembly TOLCO FIG. UNIVERSAL SWAY ATTACHMENT STEEL Detail 981 BRACE PIPE f. LIR Value 200 Max Horizontal Load 1604 lbs (728 kg) Force Factor (Cp) 0.5 Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type C MaximumLoad 1860 lbs844 kg)�* t FIG. 1001 FAST CLAMP Diameter N/A Length N/A TyPe Fig.825 Across Beam Brace Identification on Plans 3" Lateral Orientation of Brace Lateral Braced Pipe: 3" Sch.7 steel Pipe Load INformation Size and Type of Pipe Total Length Total CalculatedLoad 3" Sch.7 Steel Pipe (76.2 mm) 27ft (8.2 m) 97 lbs (44 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 236ft (71.9 m) 337 lbs (153 kg) 1" Threadable Thinwall (25.4 mm) oft.. eeINUP!• Ill��� 27ft `.2 m� w� 24 lbs (11 kg) MN PIRG PRoTECT/0N�iP11RNtt.%R il II AlSmith i 40614194.0 Level 3 1 Cosoo.Flr. Protection, ire. = C0800rP11owM 1 1111111=1111 Percentage added for Fittings and S =' 3 -I 69 lbs (31.3 kg) Total Adjusted Load of all enrt0lfliiltZb"f1t#'tlMItelnt l�•��• 528 lbs (240 kg) fTol-Brace Verizon 8i ToI-Brace Seismic Calculations Round One Bowling Job # 25SD6160 2800 South Center Mall Brace Identification 3" Lateral Brace Type (Per NFPA#13) NFPA Type C Braced Pipe 3" Sch.7 Steel Pipe Spacing of Brace 27' 0" (8.23 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 60° Type of Fastener Fig.825 Across Beam (75-90 Degrees) Length of Fastener Summary of Pipe within Zone of Influence N/A B -Line by CITA 3" Sch.7 Steel Pipe (76.2 mm) 27ft (8.2 m) 1.5" Sch.7 Steel Pipe (38.1 mm) 236ft (71.9 m) 1" Threadable Thinwall (25.4 mm) 27ft (8.2 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 528 lbs (240 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1860 lbs (844 kg) Fig 1001 Clamp 1470 lbs (667 kg) Fig 980 Universal Swivel 1616 lbs (733 kg) Structural Member Open Web Steel Joist 15% Calculations prepared by Martin Traicoff * The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with ToI-Brace 8 Visit us at www.toko.com Tol-Brace Seismic Calculations Project Address: Round One Bowling COSCO FIRE 3308 S 131ST TUKWILA,WA 206-438-3360 COSCOFP110NM on 2013 PROTECTION IN( PLACE B -Line 98168 by EIT•N NFPA Pamphlet #13 2800 South Center Mall Tukwila, Wa Job # 25SD6160 Calculations based Brace Information Tolco Brace Components Maximum Spacing 25' 0" (7.62 m) Tolco Component Fig 1001 Fig 980 Universal "Please other components Fig. Number Adjusted Load Clamp 1380 lbs (626 kg) Swivel 1616 lbs (733 kg) 'Calculation Based on CONCENTRIC Loading Note: These calculations are for Tolco components only. Use of any 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 60° Min. Least Rad. of Gyration 0.42" (11 mm) TOLCO Assembly TOLCO FIG. UNIVERSAL SWAY ATTACHMENT STEEL Detail 981 BRACE PIPE + V UR Value 200 Max Horizontal Load 1604 lbs (728 kg) Force Factor (Cp) 0.5 Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type C MaximumLoad 1860 lbs (844 kg) FIG. 1001 J. FAST CLAMP �� Diameter N/A Length N/A Type Fi.9.825 Across Beam Brace Identification on Plans 2-1/2" Lateral Orientation of Brace Lateral C Braced Pipe: 2.5" Sch.7 Steel Pipe Load INformation Size and Type of Pipe Total Length Total CalculatedLoad 2.5" Sch.7 Steel Pipe (63.5 mm) 25ft (7.6 m) 66 lbs (30 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 236ft (71.9 m) 337 lbs (153 kg) 1" Threadable Thinwall (25.4 mm) 27ft (8.2 m) 24 lbs (11 kg) Percentage added for Fittings and Sprinklers 115% 64 lbs (29.03 kg) Total Adjusted Load of all pipe within Zone of Influence 492 lbs (223 kg) lTol-Brace Verizon BI ToI-Brace Seismic Calculations Round One Bowling 2800 South Center Mall 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 # 25SD6160 2-1/2" Lateral NFPA Type C 2.5" Sch.7 Steel Pipe 25' 0" (7.62 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 60° Fig.825 Across Beam (75-90 Degrees) N/A Summary of Pipe within Zone of Influence B -Line by 6:T•111 2.5" Sch.7 Steel Pipe (63.5 mm) 25ft (7.6 m) 1.5" Sch.7 Steel Pipe (38.1 mm) 236ft (71.9 m) 1' Threadabte Thinwall (25.4 mm) 27ft (8.2 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 492 lbs (223 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1860 lbs (844 kg) Fig 1001 Clamp 1380 lbs (626 kg) Fig 980 Universal Swivel 1616 lbs (733 kg) Structural Member Open Web Steel Joist 15% Calculations prepared by Martin Traicoff " The description of the Structural 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 8 Visit us at www.tolco.com Tol-Brace Seismic Calculations COSCO FIRE PROTECTION IN( Project Address: Round One Bowling 3308 S 131ST PLACE B -Line TUKWILA,WA 98168 1, 2800 South Center Mall by EIT•N 206-438-3360 Tukwila, Wa COSCOFP110NM Job # 25SD6160 Calculations based on 2013 NFPA Pamphlet 013 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig 4L Clamp 890 lbs (404 kg) Bracing Material 1" Sch.40 Fig 980 Universal Swivel 1616 lbs (733 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading 'Please Note: These for Tolco components only. Use of any calculations are other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) UR Value 200 Assembly Detail Max Horizontal Load 1604 lbs (728 kg) TOLCO FIG. 981 UNIVERSAL SWAY BRACE ATTACHMENT Force Factor (Cp) 0.5 ,.•, STEEL PIPE Other Requirements - FM Approved Loads Fastener Information'�,: ,�' ;o Fastener Orientation NFPA Type Cft MaximumLoad 860 lbs (390 kg) TOLCO FIG. 4LPIPE CLAMP F _ SWAY BRACING f w Diameter N/A , ti Length N/A __ J TYPe f .825 Brace Identification on Plans 3" Longitudinal Orientation of Brace Longitudinal Braced Pipe: 3" Sch.7 Steel Pipe Load INformation L Size and Type of Pipe Total Length Total CalculatedLoad 3" Sch.7 Steel Pipe (76.2 mm) 30ft (9.1 m) 1108 lbs (49 kg) Percentage added for Fittings and Sprinklers 15% 16 lbs (7.26 kg) Total Adjusted Load of all pipe within Zone of Influence 124 lbs (56 kg) 1701 -Brace Verizon 8t ToI-Brace Seismic Calculations Round One Bowling 2800 South Center Mall 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 # 25SD6160 3" Longitudinal NFPA Type C 3" Sch.7 Steel Pipe 30' 0" (9.14 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 60° Fig.825 Along Beam (75-90 Degrees) N/A Summary of Pipe within Zone of Influence B -Line by EwT•N 3' Sch.7 Steel Pipe (76.2 mm) 1 30ft (9.1 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 124 lbs (56 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 860 lbs (390 kg) Fig 4L Clamp 890 lbs (404 kg) Fig 980 Universal Swivel 1616 lbs (733 kg) Structural Member Open Web Steel Joist 15% Calculations prepared by Martin Traicoff The description of the Structural Member is for informational purposes only. ToI-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tot -Brace 8 Visit us at www.tolco.com ToI-Brace Seismic Calculations COSCO FIRE PROTECTION IN( Project Address: Round One Bowling 3308 S 131ST PLACE B-. L' ne TUKWILAWA 98168 2800 South Center Mall by EIT•N 206-438-3360 Tukwila, Wa COSCOFP110NM Job # 25SD6160 Calculations based on 2013 NFPA Pamphlet 013 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig 4L Clamp 1420 lbs (644 kg) Bracing Material 1" Sch.40 Fig 980 Universal Swivel 1616 lbs (733 kg) Angle from Vertical 60° Min. "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. Least Rad. of Gyration 0.42" (11 mm) 200 Assembly Detail UR Value Max Horizontal Load 1604 lbs (728 kg) TOLCO FIG. 981 UNIVERSAL SWAY BRACE .0 ATTACHMENT Force Factor (Cp) 0.5 STEEL PIPE Other Requirements - FM Approved Loads Fastener Information j Fastener Orientation NFPA Type C lo, TOLCO FIG. 4L PIPE CLAMP FOR MaximumLoad 860 lbs (390 kg) ___ SWAY BRACING i Diameter N/A 1 Length N/A ------ -- j1 ' i 1Y139 TYPe Fig.825 Brace Identification on Plans 2-1/2" Longitudinal Orientation of Brace Longitudinal Braced Pipe: 2.5' Sch.7 Steel Pipe Load INformation Size and Type of PipeLength Total Total CalculatedLoad 2.5" Sch.7 Steel Pipe (63.5 mm) 30ft (9.1 m) 179 lbs (36 kg) Percentage added for Fittings and Sprinklers 15% 12 lbs (5.44 kg) Total Adjusted Load of all pipe within Zone of Influence 91 lbs (41 kg) (Toa -Brace Verizon 81 ToI-Brace Seismic Calculations Round One Bowling 2800 South Center Mall 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 Summary of Pipe within Zone of Influence Job # 25SD6160 2-1/2" Longitudinal NFPA Type C 2.5" Sch.7 Steel Pipe 30' 0" (9.14 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 60° Fig.825 Along Beam (75-90 Degrees) N/A B -Line by E t'N 2.5• Sch.7 Steel Pipe (63.5 mm) 130ft (9.1 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 91 lbs (41 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 860 lbs (390 kg) Fig 4L Clamp 1420 lbs (644 kg) Fig 980 Universal Swivel 1616 lbs (733 kg) Structural Member Open Web Steel Joist 15% Calculations prepared by Martin Traicoff • The description of the Structural 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 8 Visit us at www.totco.com LlERNUL. Install Date: [date missing] Round One 2800 South Center Mall Suite 1800 Tukilla , WA 98188 Richard 816-564-5716 Ansul 6.0 gallon coolkJine AAA Fire and Safety Inc 3013 3rd Ave N Seattle , WA 98109 Steve 253-202-7259 steve@aaafire.com AAAFIS1140DS —.30- 3 a 17 %17n 0 0.3; 1-41 J 77I‘417' 7x 17 n. 119.5 829 in. 40P.„ With ayhn rect 14 23 iv kem table Fry rx 14x 14 in. dipEaad: 14 x 2 ♦ t i�Vidi Fiisaeled Nen reit. stsd (no han azatd)d) 36:zz8- Flow Summary: Coverage Hood: Statile Bank Hood Sug.e Bank Duct Square Duct: Square Misc/Non listed tem Gnddle Fryer 1 vat, dnpboard Fryer. 1 vat. dripboard Total Flow Points 1.iscRion-Lisled Nem hid mew 48 %24 in. NrsoNo -Limed ixn Freezer (no hazed) Overall Dimensions I Nozzle I Flows I Nozzle Location 119.5 x 48 in. 1N 1 2-4 in- from finer face, center of height dimension, aimed down filter length. 119.5 x 48 in- 1N 1 2-4 in. from finer face, center of height dimension, aimed down finer length. 17x 17 in- 2W 2 2-8 in. into center of duct opening, aimed up 17 x 17 in. 2W 2 2-8 in. into center of dud opening, aimed up 48 x 24 in. 245 x4 8 NIA 36 x 24 in. 260 2 30-50 in., 0-2 iL inside perimeter, aimed at center 3N 3 21-34 i1., (34 rL diagonal dist to hazard center) along/within perimeter, aimed at center 3N 3 25-35 in., FRONT HALF of perimeter, aimed at center 22 /'ori /0' 20' 7 c o fr.-7 HAf Zif/21? i� r -/os .77:D ,4.Uo eA/A/2,.1 &y 07II,2 f .(" C/ASS 'Rocro L� ot'i tens 1013 dovi �q-�c�►, �retd v.e,; 5t �vfi.w 0�'11•�e►s�bhf 01,14 - Co i Yfc.i- 00ILIPSDtruf 10.4",.'- . PAID Utiill il_�': z,5err ,`..za% SYSTEM DESIGN The ANSUL R-102 Restaurant Fire Suppression System may be used on a number of different types of restaurant cooking appli- ances and hood and duct configurations. The design information listed in this section deals with the limitations and parameters of this pre-engineered system. Those individuals responsible for the design of the R-102 system must be trained and hold a current ANSUL certificate in an R-102 training program. The R-102 and the PIRANHA systems use compatible agents and components, therefore, they may be used together for cooking appliance, hood, and duct protection. The primary ANSUL AUTOMAN Release can be either an R-102 or a PIRANHA ANSUL AUTOMAN Release and can actuate up to two additional R-102 or PIRANHA Regulated Actuators. In systems utilizing a 101 remote release, any combination of the maximum number of regulated actuators can be used. • Both systems must actuate simultaneously. • Each system must be designed and installed per its appropri- ate manual. • Adjacent appliances requiring protection must be protected with the same type of system, either R-102 or PIRANHA, unless the center -to -center spacing between the adjacent R-102 and PIRANHA nozzles is no less than 36 in. (91.4 cm). • When appliances are protected with R-102 nozzles, the hood and connecting duct above those appliances cannot be pro- tected with PIRANHA nozzles. • Mixing systems in a common plenum is not allowed. One of the key elements for restaurant fire protection is a correct system design. This section is divided into ten sub -sections: Noz- zle Placement Requirements, Tank Quantity Requirements, Actu- ation and Expellant Gas Line Requirements, Distribution Piping Requirements, Detection System Requirements, Manual Pull Sta- tion Requirements, Mechanical Gas Valve Requirements, Electri- cal Gas Valve Requirements, Electrical Switch Requirements, and Pressure Switch Requirements. Each of these sections must be completed before attempting any installation. System design sketches should be made of all aspects of design for reference during installation. NOZZLE PLACEMENT REQUIREMENTS This section gives guidelines for nozzle type, positioning, and quantity for duct, plenum, and individual appliance protection. This section must be completed before determining tank quantity and piping requirements. Duct Protection — Single Nozzle All duct protection is UL listed without limitation of maximum duct length (unlimited length). This includes all varieties of ductworks both horizontal and vertical including ducts that run at angles to the horizontal and ducts with directional bends. The R-102 system uses different duct nozzles depending on the size of duct being protected. SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-1 7-1-09 REV.8 GENERAL INFORMATION 1. Nozzles must be located 2-8 in. (5-20 cm) into the center of the duct opening, discharging up. See Figure 1. 2 — 8 IN. (5-20cm) FIGURE 1 000,73 2. In installations where a UL listed damper assembly is employed, the duct nozzle can be installed beyond the 8 in. (20 cm) maximum, to a point just beyond the damper assem- bly that will not interfere with the damper. Exceeding the maxi- mum of 8 in. (20 cm) in this way will not void the UL listing of the system. 3. Previously listed 3 flow number and 5 flow number duct pro- tection detailed in earlier published manual, Part No. 418087- 06, can also still by utilized. DUCT SIZES UP TO 50 IN. (127 cm) PERIMETER/ 16 IN. (41 cm) DIAMETER One 1W nozzle (Part No. 419336) = one flow number 50 in. (127 cm) perimeter maximum • 16 in. (41 cm) diameter maximum DUCT SIZES UP TO 100 IN. (254 cm) PERIMETER/ 32 IN. (81.3 cm) DIAMETER One 2W Nozzle (Part No. 419337) = two flow numbers 100 in. (254 cm) perimeter maximum • 32 in. (81.3 cm) diameter maximum The chart below shows the maximum protection available from each duct nozzle. Part Description No. 2W Nozzle 419337 1W Nozzle 419336 3.0 Gallon System Maximum 100 in. (254 cm) Perimeter Maximum 50 in. (127 cm) Perimeter 1.5 Gallon System Maximum 100 in. (254 cm) Perimeter Maximum 50 in. (127 cm) Perimeter SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-6 REV. 7 7-1-09 Plenum Protection (Continued) HORIZONTAL PROTECTION — OPTION 2 1W NOZZLE — PART NO. 419336 — "V" BANK PROTECTION One 1W nozzle will protect 6 linear feet (1.8 m) of "V" bank plenum. The nozzle must be mounted horizontally, positioned 1/3 the filter height down from the top of the fitter. Nozzles can be located at 6 ft (1.8 m) spacings on longer plenums. The nozzle must be positioned 0-6 in. (0-15 cm) from the end of the hood to the tip of the nozzle. See Figure 10. 1W NOZZLE 1/3 (H) f HEIGHT OF FILTER (H) k 4 F j (1.2 m) MAXIMUM 006624 ► TWO (2) 1N NOZZLES — PART NO. 419335 — "V" BANK PRO- TECTION Two 1N nozzles will protect 10 linear feet (3.1 m) by 4 ft (1.2 m) wide of "V" bank plenum. The nozzles must be mounted in the plenum, 2 to 4 in. (5 to 10 cm) from the face of the filter, centered between the filter height dimension, and aimed down the length. The nozzle must be positioned 0-6 in. (0-15 cm) from the end of the hood to the tip of the nozzle. See Figure 11. For a plenum, either single or "V" bank, with a linear extension longer than 10 ft (3.1 m), each bank may be protected using one 1N nozzle every 10 ft (3.1 m) or less depending on the overall length of the plenum. See Figure 12. The nozzles may point in the opposite directions as long as the entire plenum area is protected, and the 10 ft (3.1 m) limitation is not exceeded. See Figure 13. The nozzle positioning shown in Figure 14 is not an acceptable method of protection because the plenum area directly under the tee is not within the discharge pattern of either nozzle. 10 FT (3.1 m) MAXIMUM 10FT(3.1m) MAXIMUM 10 FT (3.1 m) MAXIMUM 10FT(3.1m) MAXIMUM 30 FT (9.1 m) 10 FT (3.1 m) MAXIMUM FIGURE 12 000266 10FT(3.1 m)/ MAXIMUM 30 FT (9.1 m) FIGURE 13 000207 FIGURE 14 000206 in ^ N, R1 CN VD in t°' 133 L E ) C) M E E L J SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-9 4-1-06 REV. 8 Fryer — Single Nozzle Protection (Continued) Maximum Area Dimensions — Single Nozzle Fryer Protection (Continued) Max. Size Max. Size Overall Type of Nozzle Height Nozzle Frypot Only With Dripboard Nozzle Above Top of Fryer Location See Figure 17 See Figure 18 19.5 in. x 19 in. (50 cm x 48 cm) 19.5 in. x 19 in. (50 cm x 48 cm) •18in. x18in. ► (46 cm x 46 cm) 19.5 in. x 25 3/8 in. 290 (50 cm x 65 cm) 19.5 in. x 25 3/8 in. 3N (50 cm x 65 cm) 18 in. x 27 3/4 in. (46 cm x 70.5 cm) 13 in. to 16 in. (33 to 41 cm) See Figure 18 3N 25 in. to 35 in. (64 cm to 89 cm) FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD 290 NOZZLE TIP POSITIONED OVER THE MIDPOINT OF THE HAZARD AREA ± 3 IN. (7.6 cm) FROM THE MIDPOINT ALONG THE LONGEST SIDE OF THE HAZARD AND ± 1 IN. (2.5 an) FROM THE MIDPOINT ALONG THE SHORTEST SIDE OF THE HAZARD AND AIMED AT THE MIDPOINT OF THE COOKING AREA 34 IN. (86 cm) MAXIMUM DIAGONAL DISTANCE BETWEEN NOZZLE AND CENTER OF HAZARD AREA i 21 in. (53 cm) 1 MINIMUM VERTICAL NO771 F HEIGHT FIGURE 17 FRYER WITHOUT DRIPBOARD FRYER WITHDRIPBOARD 3N NOZZLE TIP POSITIONED ANYWHERE ALONG OR WITHIN PERIMETER OF COOKING SURFACE AND AIMED TO THE CENTER OF THE COOKING AREA. FIGURE 18 002287 See Figure 19 a000io _ RIGHT-TO-LEFT CENTERLINE FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD NOTE: 3N N0771 F TIP MUST BE LOCATED WITHIN THE PERIMETER OF THE SURFACE AREA WITHIN THE FRONT HALF OF THE FRY POT AND AIMED AT THE CENTER. FIGURE 19 ► Griddle Protection 260 (2 -Flow) Nozzle — High Proximity ► Application Option 2 — Nozzle Perimeter Located ► 30 in. to 50 in. (76 cm to 127 cm) above the cooking surface. This high proximity application uses the 260 nozzle, Part No. 419341. The nozzle tip is stamped with 260 indicating this is a two -flow nozzle and must be counted as two flow numbers. ► One 260 nozzle will protect a maximum cooking area of 1440 in.2 ► (9290 cm2) with a maximum dimension of 48 in. (122 cm). When using this nozzle for griddle protection, the nozzle must be positioned along the cooking surface perimeter to 2 in. (5.1 cm) inside perimeter, and aimed at the center of the cooking ► surface. See Figure 43 and 44. 1 N0771 F LOCATION 1 t 0-21N.(0-5 cm) 1 INSIDE PERIMETER �1 V— OF COOKING SURFACE 1 1 } 1 1 1 EDGE 11 OF —+1 COOKING 1 1 SURFACE 1 50 I . (127 cm) MAXIMUM HEIGHT OF 260 NOZZLE TIP 301N. (76 an) MINIMUM HEIGHT OF 260 N0771 F TIP 000249 FIGURE 43 000249 COOKING AREA ► MIDPOINT OF 1 COOKING SURFACE I -+-/ AIM POINT 1 I -- L-------- J COOKING AREA 1 260 NOZZLE LOCATED ALONG ANY SIDE OF GRIDDLE SURFACE WITHIN 0 — 2 IN. (0 — 5 cm) OF COOKING SURFACE EDGE. NOZZLE MUST BE AIMED AT MIDPOINT OF COOKING SURFACE. f COOKING SURFACE EDGE FIGURE 44 000241 SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-19 7-1-09 REV.4 *Griddle Protection 290 (2 -Flow) Nozzle — Medium Proximity Application Option 2a — Nozzle Perimeter Located (Continued) 20 in. to 30 in. (51 cm to 76 cm) above the cooking surface. The medium proximity application uses the 290 nozzle, Part No. 419342. The nozzle tip is stamped with 290 indicating this is a two -flow nozzle and must be counted as two flow numbers. One 290 nozzle will protect a maximum cooking area of 1440 in.2 (9290 cm2) with a maximum dimension of 48 in. (122 cm). When using this nozzle for griddle protection, the nozzle must be positioned along the perimeter to 2 in. (5.1 cm) inside perimeter, and aimed at the center of the cooking surface. See Figure 45 and 46. COOKING AREA —04 CENTER OF 1 COOKINGSURFACE I i I AIM POINT COOKING AREA l 290 N0771 F LOCATED ALONG ANY SIDE OF GRIDDLE SURFACE WITHIN 0 — 2 IN. (0 — 5 cm) OF COOKING SURFACE EDGE. N0771 F MUST BE AIMED AT CENTER OF COOKING SURFACE. 1 1 NOZZLE LOCATION 1 1 0 — 2 IN. (0 — 5 cm) 1 1 INSIDE PERIMETER —►1 L OF COOKING SURFACE 11 /' 1 COOKING SURFACE EDGE FIGURE 45 000241 1 20 IN. (51 an) MINIMUM HEIGHT OF 290 NOZZLE TIP t 30 IN. (76 cm) MAXIMUM HEIGHT OF 290 NOZZLE TIP EDGE OF COOKING SURFACE FIGURE 46 000243 • DISTRIBUTION PIPING REQUIREMENTS (Continued) Distribution Piping Requirements — 6.0 Gallon Manifolded System (Continued) This configuration consists of two 3 gallon tanks. Both tanks are connected to a common manifold tee and are pressurized from a single double tank (Part No. 73022) nitrogen cartridge in the regu- ▪ lated release assembly. See Figure 115. Note: A tank mounting bracket can be utilized instead of the tank/enclosure assembly. ► See Figure 117. 10. USE HOSE/ GROMMET PACKAGE (PART NO. 418511) SEE NOTE —� NO. 1 3/8 IN. SUPPLY 3/8 IN. SUPPLY 3/8 IN. BRANCH I f 3/8 IN BRANCH IN-LINE BURST DISC ASSEMBLY – SEE NOTE NO. 4 30 GALLON TANK 3.0 GALLON REGULATED RELEASE ASSEMBLY OR 3.0 GALLON REGULATED ACTUATOR ASSEMBLY TANK/ENCLOSURE ASSEMBLY REMOVE BURST DISC – SEE NOTE NO. 3 DOUBLE TANK NITROGEN CARTRIDGE OR (LT -A-101-30 CARTRIDGE – REGULATED ACTUATOR ONLY) NOTE 1: THE PIPE CONNECTION FROM TANK CENTER TO TANK CENTER CANNOT EXCEED 8-1/2 IN. (21.5 cm). ALSO, OEM RELEASE/BRACKET ASSEMBLY CAN BE UTILIZED WHEN MANIFOLDING 3.0 GALLON TANK NOTE 2: ONLY 3 GALLON TANKS CAN BE MANIFOLDED. NOTE 3: THE BURST DISC THAT IS PART OF THE TANK ADAPTOR/BURST DISC ASSEMBLY MUST BE REMOVED AND MODIFIED. SEPARATE THE ALUMINUM DISC MATERIAL FROM THE PLASTIC GASKET. DISCARD THE ALUMINUM DISC MATERIAL AND REINSTALL THE PLASTIC GASKET BACK INTO THE TANK ADAPTOR/BURST DISC ASSEMBLY. NOTE 4: THE IN-LINE BURST DISC ASSEMBLY, PART NO. 416790, IS TO BE MOUNTED AS CLOSE TO THE TANK OUTLET AS POSSIBLE. AFTER SYSTEM DISCHARGE, THE ASSEMBLY MUST BE DISASSEMBLED AND A NEW BURST DISC INSTALLED. FIGURE 115 SECTION IV — SYSTEM DESIGN UL EX3470 ULC EX3470 Page 4-55 7-1-09 REV.4 ► Distribution Piping Requirements —With Independent Pipe Runs Independent pipe runs can also be used with the regulated ► release assembly and the tank/enclosure assembly or tank mount- ► ing brackets. See Figure 116. When manifolding is not used, each of the two (2) 3 gallon tanks utilize the piping limitations of a single tank system. ► HOSE/ GROMMET PACKAGE (PART NO. 418511) r &� REGULATED RELEASE ASSEMBLY OR REGULATED ACTUATOR ASSEMBLY TANK/ENCLOSURE ASSEMBLY DOUBLE TANK NITROGEN CARTRIDGE OR 101-30 CO2 CARTRIDGE (LT -A-101-30 CARTRIDGE – REGULATED ACTUATOR ONLY) ► FIGURE 116 000786 ► Note: If an expellant gas hose is to be used for a second tank in an adjacent tank enclosure or tank bracket assembly, the second tank will need to be installed on the left side of the ANSUL AUTOMAN Regulated Release, with the outlets a maximum of 8 1/2 in. (21.6 cm) from center to center, similar to the manifolded system in Figure 115. Otherwise, the second tank will require 1/4 ► in. NPT pipe instead of expellant gas hose. p Withoilt Comments ( As Notec Re fa' Per The AL-tact-led Letter se plans have been reviewed by The Tukwi'N --,ention Bureau for conformance with current .` ,uaards. Acceptance is subject to errors and :.ions which do not authorize violations of ac,,, „-kc,a'ds ano ordinances. The responstflity for +_ _Zlequacy of dCia, rests totally wkth the 1esicne „t dtions, deletions C r revisions to mese d'raw'l? $ r -" I this oate wii, vo,1 '_nth acceptance anc 419 recr iir' resubmitie: of ,,sX.for 5 'uctpt.4e;,4 a ,; Final accetr ,rc, '1"r t.' Field test and Inspect:-_ The Tukvriia Date: (P -S-1 ':(114:111; aka -P; i a'• :'_F.7* 2C6 -57S-1.<07 End �sv ; th.,; Fire Permit Ko. /S -/-I- /01 •:xc^ct -.#‘4.1.3s £o shut- ...r..Ci cr ND 1 WLIN FIR ALAR Si EM TUKWILA, WASHINGTON SHEET \UV 3E SHEET TITLE FA -01 SYSTE v I\FOV ATI O \ FA -02 TYPICAL W RI\G A\3 v0J\T \G DETAILS & CALCULATIO\S FA -03 FI RST FLOG FRE ALAR V LA\ FA -04 SECO\D FLOOR FRE ALAR v PLA\ FA -05 RISER DIAGRAV SHEET INDEX QUANTITY 2 8 7 7 7 11 45 5 3 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT BPS REMOTE BOOSTER PAD -3 POWER SUPPLY SIEMENS PAD-3-ENCL 66" A.F.F. TO TOP SMOKE DETECTOR HFP-11 W/ (PHOTO -ADDRESSABLE) DB -11 BASE SIEMENS 4S DEEP W/ 1G RING CEILING ® DUCT SMOKE D DETECTOR FDBZ492-HR W/ SIEMENS HFP-11 DET. DUCT HOUSING DUCT WORKS TSM DUCT DETECTOR TSM -1 TEST SWITCH SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -M SINGLE INPUT HTRI-M INTERFACE MINIMODULE SIEMENS 4S BOX VERIFY IN FIELD HT -R INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S BOX VERIFY IN FIELD FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP W/ CEILING 1-1/2" EXTN FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM ® STROBE (CEILING MOUNT) SET -MC -W SIEMENS 4S DEEP W/ 1-1/2" EXTN 80" A.F.F. TO BOTTOM ZR -MC -CW SIEMENS 4S BOX CEILING END OF LINE RESISTOR (" JUNCTION BOX x 08") F.B.O. F.B.O. N/A VERIFY IN FIELD JUNCTION BOX ( 4S DEEP TYPE ) F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A EX EXISTING DEVICE N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A Without Comments ❑ As Noted In Re4 ❑ Per The Attached Letter plans have been reviewed by The Tukwila Fire -, ention Bureau for conformance with current City ::;cards. Acceptance is subject to errors and ..;;; sIons which do not authorize violations of adopted :.:::cards and ordinances. The responsibility for the :,. uacy of design rests totally -with the designer. deletions or revisions to these drawings after date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. = nal acceptance is subject to field test and inspection by Tne Tukwila Fire Prevention Bureau. Date: s - (5 By: LA FIRE �EPAR a -171 266-575-4407 0/% an d this Fire -0� tea: t dc . s for shut C.,yr, -ice "Val 1 NOTICE completed, signed, Tukwila Fire Department Pre -teat Certificate must presented to the Inspector prior to comnen cer; lent of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE 0\ ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL 3E OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE \ATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (LE. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE vIOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8.. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED 3RANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE V10UNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER \FPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARv4 RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS vUST BE RATED FOR TEMPERATURE IN THE E\VIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING 3ETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FI3ER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSE\ABLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED macys 4 LEVELS 250, 407s f ROUND 1 BOWLING & AMUSEMENT #633 NORDSTROM ii y 3 LEVELS 171,275si ESS �fAfi-t- -YTL� .t � ff ,v s C INE R RMR u(LJr i ? > P C -A" u4 AS$ DEESIO" .'g SR:COAST MORON • PICTURE J MDTNEPFOOD MATE WA.JEN&;fi(S VER;;_. ON WIRELESS MADE IN WASH.NOTO! ABERCROMBIE • • I 3 LEVELS 276.468sf MAR.4E S TEAM $AOP SEARS tion MHS LEN].Svnu I�i.Bi]a/ PATIO PATO PATO .ATO KEY PLAN WIRE SC EDJLE A\3 CO\DUIT FILL CHAT WIRE DESIGNATION REV. BY: SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE C STROBE SYNC - FEED TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) C' STROBE SYNC - RETURN TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) S' STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) V' SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) CONDUIT FILL CHAT NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/8" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED SYMBOLS LEGEND GENERAL NOTES AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH PAI D FEF 1 . M5 T U+KAilLA FIR Cc#327,5-71 TAPE AND TAPED AT END LLi et4 z r) co SO., SEATTLE, WASHINGTON Q FAX (206) 628-4990 TEL. (206) 622-6545 9 ) ) 5 J f W Q J J J f REV. BY: 0 0 DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: lCD MIIIADCD. 1 t1QG-1 i DESCRIPTION SHOP DRAWINGS DATE Lo to N 0 2 <<<<< 111 VLLEL T D Z 0 1 w z w U 2 0 D J W LL W w co >- cc w LL .. .41 • III • 40 S V) z 'JUALL: NUI I U JC.;ALt_ DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: lCD MIIIADCD. 1 t1QG-1 i 1 SHEET FA -01 Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved SINGLE LINE DIAGRAM Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total HFP-11 0.0022 0.0022 0.0023 0.018 FDBZ492-HR 7 0.0635 0.0635 0.064 0.448 HTRI MODULE 18 0.009600 0.0096 0.021 0.378 0.0731 Amps 0.826 Amps FIRE ALARM BOOSTER POWER SUPPLY BATTERY CALCULATION Project: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #1 PAD -3 BOOSTER POWER SUPPLY Date: February 18, 2015 Module/Device Qty Standby Total Standby Alarm (mA) (mA) (mA) Total Alarm (mA) Power Module 1 30 30 0 30 30 0 A TOTAL FIRE ALARM POWER SUPPLY 30 30 B Auxiliary Device Current 0 0 C Notification Appliance Load (Max. Total / mA) D E F G H J K 3721 Total(A)= 30 Total(B)= CALCULATION 3751 Total current ratings of all devices in system (line A + line B + line C) 30 3751 Total current ratings converted to amperes (line D x .001) 0.03 3.751 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 0.72 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.3124583 Add lines G and I Total Standby and Alarm AH 1.0324583 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 1.23894996 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #1 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3721.00 2 SET -MC -CW @15cd 69: 138 SET -MC -CW @30cd • ' 111 222 SET -MC -CW @75cd 200 0 . . SET -MC -CW @95od 264 - - 0 1 SET -MC -CW @15cd 64 64 2R-MC:W @30Cd. : - : - 111 ' 0-: , DEVICES 5 ' TOTAL mA= 424 14 306 23.33 424 .... . .„ .• . . • ' • Total Wire Resistance ( R) ( WL * 2 )* (R/ft) 1.58 Total Device Load Amps (I) (Total Cct Load) 0.42 Voltage Drop ( E) 1 (E= 1* R) 0.67 23.33 SET -MC -CW @15cd ; 69: 207 SET-IVICLOW @3gocl' : 111 222 1 SET -MC -CW @75cd 200 SET-Mo7CW @95od, r 264 r, 200: 3 ; ZR -MC -CW ©15cd • 69 207 DEVICES 9 TOTAL mA= 836: 14 286 22.77; 836 • Ftotai Wire Resistance (R) :(WL * 2 )* (R/ft) L1.48 Totat Devtce Load, Amps (1) (Total Cct Load) 084 1* R) 1.23 Voltage Drop (E) 2;77 SET -MC -CW @15cd ; 69 1381 SET -MC -CW @,30cd --- ---- 11 . 111 ; - -------- - 3 SET -MC -CW @75cd 200 600' 1 SET -MC -CW @95cd 264 264,„ .,, ..; _,. 1 SET -PAC -W @110cd 233 233 ZR -MC -CW 3Ocd 111 DEVICES • 8 TOTAL mA=; 1346', 14 = 328 1346 • Total Wire Resistance ( R ) (WL*2)*(R/ft)1 1.69 TOOL Device Load, Amps (1) . - , (Total Cct Loaf!) 1.35 Voltage Drop ( E) (E= 1 * R) 2.28 2 SET -MC -CW @15cd 69 138 ISET-MC-CW cg30cd 111 111 rr - - - • • ;SET -MC -CW @75cd 200, 400: SET,IVICCW;I:'@95cd, '264 SET -MC -W @1113cd 2 233 466 ZR -MC -CW; Occi :111 Q 1,11 DEVICES 1115! 14 : TOTALmA 177 22.981 1115 Total Wire Resistance ( R ) •( WL * 2)* (Rift) ; 0.91 Total Device Load, Amps (1) (Total ca Load) 1 12 ;Voltage Drop ( E ) .(E= 1* R) 7-r . , „ - r •ni 1.02 22.98 CALCULATIONS Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #2 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3777.00 2 SET -MC -CW @15cd69 138 . . ......... ,...., .. ,...., . 1 . •.' - SET -MC -CW .@30cd - 3 SET -MC -CW @75cd - 200 600 2-;--' - - SETAC7CW _495od:- : -- -- -:- 264 -- - -.'5*6.-: . -' - r : ' - . ' • • ' ''' - . ' -. • - . - ' : ' '' - . , ' . . ' MAIC -CW @15cd , 69 0 111 . -.. - - .- -. 0 ..-. - - " .....„..... .., ,•., , ........„-,___,-_,......- .. .„. ,,,...„..._______..„ ......,........._ DEVICES 8 TOTALmA: 1377 14 368 21.39 1377 111 Total Wire Resistance ( R ) ( WL * 2 )* (Rift) 1.90 Total Device Load; Amps (1): ;' ::::;;;;;2, „ „: -;.; ; -, -., ;; := . : _,(Total Cot, Load) ::- - , i 1.35 Voltage Drop ( E) , (E= 1 * R) 2.61 EOL Voltage, -..24--E)':.:::- :::,,,:: r , -.:': 21'.39 SET -MC -CW @l5cd 1 690 SET-MCCW-'-'@30cd:.:. ..- --. -.-.'• r, 111:-: _ , : - -- :', --G. . 6 ,SET -MC -CW @75cd 1 200 1200 ET4tio---cii.v-: .gaicci7.7.1:-...r;-:•.''_...1'..':.0-4-:, .., . 1 -Et-iVtcLW @iiocd • 233' 233; -.: : - • ----- :-:;'r.. - 4c.icw.:•.43qd-.:-,,.- 7----..1.,..1i1,--- .:-_- • DEVICES 7 - TOTAL nA=. 1:4.33 14 332 21.55; 1433 Total Wire Resistance (R) (WL*2 )*(Rift): 1.71 Total Device Load Amps (1) otat Cct Load) 1 43 - Voltage Drop ( E)• (E= 1 * R) 2.45 21.55 EOL Voltage 111; 222 2;SET--M-C--aW @75cd ' 200, . 400SET-MC-CW 95cd - 264. „ „, • .. _'• ZR-MC-CW@I5cd 69; 0: DEVICES TOTAL-- mA= 967 14 265 22.68; 967 - _ rTotal Wire Resistance ( R ) • ( WL* 2 ) * (R/ ft) 1.37 Total Device Load, Amps (1) (Totat Cct Load) 097Voltage Drop ( E ) (E= 1* R) 1.32 EOL Voltage7 1- 22.68 Notification Appliance Circuit Detail - VOICE PROJECT: ROUND 1 BOWLING & AMUSEMENT - - - - - Panel: NEW SPEAKER CIRCUIT •Wire Resistance 2.58 Date: February 18, 2015 CURRENT TOTAL= 354.00 ,SET -MC @IA -WATT 3.54; 0 SET -MC @112 -WATT 708 354 SET @1/4 -WATT 14.14 DEVICES ;50 , • TOTAL mA=i 354 14 1032 • 22.11 354 „ . ;Total Wire Resistance ( R ) ' : ( WL* 2 )* (Rift)1 --- 5.33 - - (Total Cct Load) --; - - -- 0.35 VoltageTotaiDevDrcoepL(oEad) Amps (1) ; .• (E= 1 * R) 1.89 - EOL Voltage: . ... 22.11 - - . 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 1 I... I 1 \ V 1 N..,1 1 fl.J [NO DATE DESCRIPTION REV. BY: FIRE ALARM BOOSTER Project' ROUND 1 BOWLING & Panel: BPS#2 PAD -3 BOOSTER Date: February 18, 2015 POWER AMUSEMENT POWER Qty SUPPLY SUPPLY Standby (mA) BATTERY Total Standby (mA) CALCULATION Alarm (mA) Total Alarm (mA) Module/Device , . Power Module 1 30 30 0 30 30 0 A TOTAL FIRE ALARM POWER SUPPLY 30 30 B Auxiliary Device Current 0 0 C Notification Appliance Load (Max. Total / mA) 0 3777 D Total(A)=30 .Total(B)= 1 3807 CALCULATION , Total current ratings of all devices in system (line A + line B + line C) 30 3807 E Total current ratings converted to amperes (line D x .001) 0.03 3.807 F G Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 0.72 H 1 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H , Total Alarm AH 0.3171231 J K Add lines G and 1 . Total Standby and Alarm AH 1.0371231 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 1.24454772 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #1 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3721.00 2 SET -MC -CW @15cd 69: 138 SET -MC -CW @30cd • ' 111 222 SET -MC -CW @75cd 200 0 . . SET -MC -CW @95od 264 - - 0 1 SET -MC -CW @15cd 64 64 2R-MC:W @30Cd. : - : - 111 ' 0-: , DEVICES 5 ' TOTAL mA= 424 14 306 23.33 424 .... . .„ .• . . • ' • Total Wire Resistance ( R) ( WL * 2 )* (R/ft) 1.58 Total Device Load Amps (I) (Total Cct Load) 0.42 Voltage Drop ( E) 1 (E= 1* R) 0.67 23.33 SET -MC -CW @15cd ; 69: 207 SET-IVICLOW @3gocl' : 111 222 1 SET -MC -CW @75cd 200 SET-Mo7CW @95od, r 264 r, 200: 3 ; ZR -MC -CW ©15cd • 69 207 DEVICES 9 TOTAL mA= 836: 14 286 22.77; 836 • Ftotai Wire Resistance (R) :(WL * 2 )* (R/ft) L1.48 Totat Devtce Load, Amps (1) (Total Cct Load) 084 1* R) 1.23 Voltage Drop (E) 2;77 SET -MC -CW @15cd ; 69 1381 SET -MC -CW @,30cd --- ---- 11 . 111 ; - -------- - 3 SET -MC -CW @75cd 200 600' 1 SET -MC -CW @95cd 264 264,„ .,, ..; _,. 1 SET -PAC -W @110cd 233 233 ZR -MC -CW 3Ocd 111 DEVICES • 8 TOTAL mA=; 1346', 14 = 328 1346 • Total Wire Resistance ( R ) (WL*2)*(R/ft)1 1.69 TOOL Device Load, Amps (1) . - , (Total Cct Loaf!) 1.35 Voltage Drop ( E) (E= 1 * R) 2.28 2 SET -MC -CW @15cd 69 138 ISET-MC-CW cg30cd 111 111 rr - - - • • ;SET -MC -CW @75cd 200, 400: SET,IVICCW;I:'@95cd, '264 SET -MC -W @1113cd 2 233 466 ZR -MC -CW; Occi :111 Q 1,11 DEVICES 1115! 14 : TOTALmA 177 22.981 1115 Total Wire Resistance ( R ) •( WL * 2)* (Rift) ; 0.91 Total Device Load, Amps (1) (Total ca Load) 1 12 ;Voltage Drop ( E ) .(E= 1* R) 7-r . , „ - r •ni 1.02 22.98 CALCULATIONS Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #2 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3777.00 2 SET -MC -CW @15cd69 138 . . ......... ,...., .. ,...., . 1 . •.' - SET -MC -CW .@30cd - 3 SET -MC -CW @75cd - 200 600 2-;--' - - SETAC7CW _495od:- : -- -- -:- 264 -- - -.'5*6.-: . -' - r : ' - . ' • • ' ''' - . ' -. • - . - ' : ' '' - . , ' . . ' MAIC -CW @15cd , 69 0 111 . -.. - - .- -. 0 ..-. - - " .....„..... .., ,•., , ........„-,___,-_,......- .. .„. ,,,...„..._______..„ ......,........._ DEVICES 8 TOTALmA: 1377 14 368 21.39 1377 111 Total Wire Resistance ( R ) ( WL * 2 )* (Rift) 1.90 Total Device Load; Amps (1): ;' ::::;;;;;2, „ „: -;.; ; -, -., ;; := . : _,(Total Cot, Load) ::- - , i 1.35 Voltage Drop ( E) , (E= 1 * R) 2.61 EOL Voltage, -..24--E)':.:::- :::,,,:: r , -.:': 21'.39 SET -MC -CW @l5cd 1 690 SET-MCCW-'-'@30cd:.:. ..- --. -.-.'• r, 111:-: _ , : - -- :', --G. . 6 ,SET -MC -CW @75cd 1 200 1200 ET4tio---cii.v-: .gaicci7.7.1:-...r;-:•.''_...1'..':.0-4-:, .., . 1 -Et-iVtcLW @iiocd • 233' 233; -.: : - • ----- :-:;'r.. - 4c.icw.:•.43qd-.:-,,.- 7----..1.,..1i1,--- .:-_- • DEVICES 7 - TOTAL nA=. 1:4.33 14 332 21.55; 1433 Total Wire Resistance (R) (WL*2 )*(Rift): 1.71 Total Device Load Amps (1) otat Cct Load) 1 43 - Voltage Drop ( E)• (E= 1 * R) 2.45 21.55 EOL Voltage 111; 222 2;SET--M-C--aW @75cd ' 200, . 400SET-MC-CW 95cd - 264. „ „, • .. _'• ZR-MC-CW@I5cd 69; 0: DEVICES TOTAL-- mA= 967 14 265 22.68; 967 - _ rTotal Wire Resistance ( R ) • ( WL* 2 ) * (R/ ft) 1.37 Total Device Load, Amps (1) (Totat Cct Load) 097Voltage Drop ( E ) (E= 1* R) 1.32 EOL Voltage7 1- 22.68 Notification Appliance Circuit Detail - VOICE PROJECT: ROUND 1 BOWLING & AMUSEMENT - - - - - Panel: NEW SPEAKER CIRCUIT •Wire Resistance 2.58 Date: February 18, 2015 CURRENT TOTAL= 354.00 ,SET -MC @IA -WATT 3.54; 0 SET -MC @112 -WATT 708 354 SET @1/4 -WATT 14.14 DEVICES ;50 , • TOTAL mA=i 354 14 1032 • 22.11 354 „ . ;Total Wire Resistance ( R ) ' : ( WL* 2 )* (Rift)1 --- 5.33 - - (Total Cct Load) --; - - -- 0.35 VoltageTotaiDevDrcoepL(oEad) Amps (1) ; .• (E= 1 * R) 1.89 - EOL Voltage: . ... 22.11 - - . 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 1 I... I 1 \ V 1 N..,1 1 fl.J [NO DATE DESCRIPTION REV. BY: 0 M ci DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: Irmo 1.111kAIDCD. 1 rls:?a_1 .... SHOP DRAWINGS L() up ..-:. (NI 0 DE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE FOR ADDI11ONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. DUCK OVER 3' WIDE: SAMPLE TUBE MUST GO TI -IRU THE DUCT AND BE CAPPED. TUBE OUTLET SAMPLING TUBE INLET SAMPLING AT LEAST SIX DUCT WIDTHS FROM BEND DUCT DETECTOR MOUNTING DETAIL 120VAC-60HZ DEDICATED EMERGENCY" FROM EXISTING MAIN FACP C CABLE C' CABLE 0 N 00 00 0 PAD -3 00 17 INPUT INPUT TROUBLE NAC1NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - S S 113-1M 3.6k EOL 0 0 (-) (+) (-) (+) NAC S4 NAC S3 NAC S2 NAC S1 POWER SUPPLY WIRING DETAIL HARD LID CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE o o SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL FROM REMOTE POWER SUPPLY FEED FROM EXISTING VOICE CIRCUIT (V CABLE) RETURN TO EXISTING VOICE CIRCUIT (V' CABLE) Th H STROBE SPEAKER (-) 0 (+) STROBE STROBE SPEAKER (+) SPEAKER STROBES & STROBES ONLY WIRING DETAIL FROM PREVIOUS ADDRESSABLE DEVICE TO NEXT DEVICE OR END OF LINE TBI NO COM NC TO FAN SHUTDOWN EOLR 470 SWITCH + INPUT LED TSM -1 HTRI-M RED BLK NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERATING TEMPERA +32'F (0' C) TO 100' F 38' C) HUMIDITY: 0-93% RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR -›- FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE TO NEXT (Do 22 ADDRESSABLE DEVICE ORG ORG GRN NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL DUCT DETECTOR/HTRI-M MODULE/TSM-1 SWITCH WIRING DETAIL TYPICAL WIRING AND MOUNTING DETAILS DATA IN (-) > DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 „/ STANDARD SMOKE DETECTOR BASE (+) SMOKE DETECTOR WIRING DETAIL JUNCTION BOX MOUNTED ON CEILING FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT rif > TO NEXT ADDRESSABLE DEVICE 0 0 1 TO NEXT DEVICE 00 CADDY BAR SMOKE DETECTOR SUSPENDED ILLUMINATED CEILING SMOKE DETECTOR MOUNTING DETAIL TRIM 1 u_ cin uJ "SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: Irmo 1.111kAIDCD. 1 rls:?a_1 SHEET FA -02 Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved f ( 3 f1 AREA OF WORK D >IST, D-0 ES i1 1ULE • S1-2 30cd S,V,C,C ®a S1-1 15cd 12)_ o—S,V,C,C s STIR S1-3 15cd 1 )I t o—D HT -R 1(}HT-R HT -R ?XIS HT -R HT -R HT -R HT -R HT -R HT -R I .TO EXISTING "DATA CIRCUIT`" - !I TO EXISTING MAIN FACP (NEW ZAC-40 AMP MODULE) 2 Ir s,v.c,C-0 • r V,C6,C S1-4 30cd D- -s,v;c,C UP TO 2ND FLOOR ;._AREA-OEWORK ✓5 IL D AREXOFWOR1 s1is I' 15od / S1 MEM= NUN= v,c4,C Ij FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. t\EXIST. ELEVATOR FIRST FLOOR FIRE ALARM PLAN SCALE: 3/32" = 1'0" ft - f EX EX`ST, EXTERIOF ENTRANCE Ioi I; O l•.J a l=c Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved z LU a 40.4 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 1.LLLn\JL, 1 \L V IVI VI YV NO DATE DESCRIPTION REV. BY: (1 DESIGNED BY: T. QUAALE DATE: 02/1 6/15 BACKROUND PLAN PROVIDED BY: IfID MI I►ADCD. 1 1-i R_ 1 ISHOP DRAWINGS L92/16/15 <<<<< } T Z an O 2 cr i cc Q w a� 2 � Q CCQz W u) °-1-- LLI ›. =0 1-- (/) w z z 2 E-- = CC 0UJ cc z � a LL � CC 8CC 0 0 to CO Ip 0 w J LLLi:CDLU (/) CC ' SUALL: .S/ .51 =1 U DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/15 BACKROUND PLAN PROVIDED BY: IfID MI I►ADCD. 1 1-i R_ 1 • SHEET � FA -032 x.11 mo?f=t........ 4._.._.' 52-x_ ' 15cd ir cd a — S4-5 ,, K-, J^ -vi v S,V S4-6 15cd S2-4 15cd a Tt�01 V / 216 4 U 85-8 95cd S5 3 L A r-; x232 s,v -. r I :< _RVICE AISLE 6O L,[N . L ''.NES 1 S5-7 95cd ^FEN TO E-ELOW S3-5 75cd 13 00;0 o—S,V _J -J3 T LON TL. HT Lti,4i I ANE =EDGE S TO BPS2 (S6) S5-6 -3Ocd CM TO BPS2 (S7) S5-4 ' °°i75cd\ \,../ S5-5 15cd • • SV V V S6-5 75cd © S5-3 75cd IS 1 T. • r TO BPS2 (S5) S5-1 75cd S7-9 EL: ; �,.F SECOND FLOOR FIRE ALARM PLAN SCALE: 3/32" = 1'0" FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved r) 00 0\ 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RFI FACT/RF\/ICICNC 1 \L 1 -Lam/ -,.J L, 1 .L V 1../1.-,1 '1 NO DATE DESCRIPTION REV. BY: DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: it r 11111,/DCD. 1 t-Ipa —1 IDMGSHOP DRAWINGS (0 N 0 aaa < < 1 D Z 0 Ct 1 J J CC W Z W U 2 0 O J W LL W 1! z1 am= w cc 0 0 J LL D Z 0 U w co 'SCALE: .5/ .52 =1 U DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: it r 11111,/DCD. 1 t-Ipa —1 rSHEET FA-042 FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. 2ND FLOOR TO EXISTING DATA CIRCUIT 1ST FLOOR ELEV #3 ALT PRIM FIREMAN'S ELEV #3 ELEV #3 HAT RECALL RECALL ELEV #2 ALT FIREMAN'S ELEV #2 HAT RECALL PRIM ELEV #2 RECALL HT -R ELEV #1 ALT PRIM FIREMAN'S ELEV #1 ELEV #1 HAT RECALL RECALL TO EXISTING MAIN FACP TO EXISTING MAIN FACP EOL V S7-1 75cd S7-2 15cd S7-3 S7-4 15cd 30cd S7-5 15cd S7-6 15cd S6-1 S6-2 S6-3 S6-4 75cd 75cd 75cd 75cd S6-5 S6-6 75cd 75cd C,C --D BPS2 D C,C'— v l S5-1 S5-2 S5-3 S5-4 S5-5 S5-6 yzyg Sb,V s,v S7-7 S7-8 15cd 75cd EOL S6 EOL S7 S7-9 30cd S6-7 110cd S,V S,V b b S5-7 75cd 15cd 75cd 75cd 15cd 30cd 95cd 120VAC, DEDICATED (BY OTHERS) S4-1 S4-2 S4-3 S4-4 75cd 15cd 30cd 110cd S4-5 S4-6 s,v b EOL S4 EOL S5 S4-7 75cd 15cd 110cd S5-8 95cd EOL S3 S3-1 15cd 30cd 15cd S3-4 S3-5 75cd 75cd S3-6 S3-7 S3-8 95cd 110cd 75cd BPS1 S2-1 S2-2 S2-3 S2-4 S2-5 S2-6 S2-7 v6 s,b v S s b S2-8 15cd 15cd 15cd 15cd 30cd 75cd 15cd 15cd 120VAC, DEDICATED (BY OTHERS) S1-1 S1-2 s,b s v s,v S1-3 S1-4 15cd 30cd 15cd 30cd EOL S1 S1-5 15cd EOL S2 S2-9 30cd RISER DIAGRAM Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved L4, 614 z 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 7 55 )_ J J J REV. BY: DMG DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: If1D K111k4DCD. 1 (14a _ 1 i DESCRIPTION SHOP DRAWINGS DATE N O2 <<<<< 2 1 TIMM O Z 0 CC1J w z w U 2 O D J W LL W >728 co a0 F— >" wz z= °C w Ci) Q Q =� LLJ CC og M 0 LL W (SCALE: NOT 10 SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: If1D K111k4DCD. 1 (14a _ 1 i SHEET FA -05 LI F'IRE AL,;,R TLTKWIL,A, WAIHINGTON r SH -ET \,,V3 S EET TITLE FA -01 SYSTEV I \F0 VATIO\ FA -02 TY.9ICAL W I\G A\D VO„\ TI\G DETAILS & CALCULATIO\S FA -03 FIST FLOG F R E ALA V PLA\ FA -04 SECO\ D FLOO F R E ALAN PLA\ FA -05 SES DIAGAV SHEET INDEX . QUANTITY 2 8 7 7 7 11 45 5 3 SYMBOL -DESCRIPTION MODEL MAN U FAC w L • 1/ • G HEIGHT BPS REMOTE BOOSTER POWER SUPPLY PAD -3 SIEMENS PAD-3-ENCL 66" A.F.F. TO TOP SMOKE DETECTOR HFP-11 W/ (PHOTO -ADDRESSABLE) DB -11 BASE SIEMENS 4S DEEP W/ 10 RING CEILING ® DUCT SMOKE D DETECTOR FDBZ492-HR W/ SIEMENS HFP-11 DET. DUCT HOUSING DUCT WORKS TSM DUCT DETECTOR TEST SWITCH TSM -1 SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -M SINGLE INPUT INTERFACE MINIMODULE HTRI-M SIEMENS 4S BOX VERIFY IN FIELD F11711 INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S BOX VERIFY IN FIELD FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP W/ CEILING 1-1/2" EXTN FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP W/ 1-1/2" EXTN 80" A.F.F. TO BOTTOM FIRE ALARM ® STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX CEILING END OF LINE RESISTOR (" JUNCTION 084") F.B.O. F.B.O. N/A VERIFY IN FIELD O JUNCTION BOX ( 4S DEEP TYPE ) F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A EX EXISTING DEVICE N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A fl without Comments p As Noted in Re4 - I:3 i Per The Attached Letter reviewed by The TukwilaF ire `fid plans have been mewith ,-� Prevention Bureau for conformance with cur. es ; City nce is subject to errors and girds. Acceptance adopted omissions which do not authorize violations of .adopw ndards and ordinances. The responsibility or the adNuacy of design rests totally with the designer. ns or revisions to these dra 'ings after Mations, d 9 is acceptance and will reo,Jre a this date will void tri >�-t` approval. resibrn ittal of revised drawings for subsae ue p� Final acceptance is subject to field test and Inspection by R• re.au. r FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACE\T TO DEVICE SYMBOL DE\OTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD 3E THE SECO\D DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JU 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CA3LE, FITTI\GS, AND ASSOCIATED EQUIPM ARE NOT SUPPLIED 3Y SIEMENS CERBERUS DIVISION. RISDICTION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 ENT) 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CA3LE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. . g FOR ADDff-ONAL INSTALLATION INSTRUCT i NS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, \.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED 3RANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STRODE AND STRODE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" 3ELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13_ ALL PANEI_ NUMBERS AND CIRCUITS WII_I_ RE ON THE RECORD PRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT 3E INSTALLED U\TIL AFTER THE CONSTRUCTIO\ CLEAN-UP OF ALL TRADES IS COMPLETE AND FI\AL. EXCEPTION: WHERE REQUIRED 3Y THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE SEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEA\ED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL 30XES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE NARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT ASD DEBRIS FROM THE OUTSIDE AND I\SIDE OF THE FIRE ALARM SACK BOXES AND JUNCTION BOXES AFTER COMPLETIO\ OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL 3E LOCATED IN CONDUIT. 22. 23. \FPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USI\G PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL 3E INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEv1BLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOvIMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED LL ROUND 1 BOWLING & AMUSEMENT #633 P macys 4 LEVELS 50,-07sr NORDSTROM LEVELS3 771 2'Se* L-5?FESSP1'�iT T_-� GOC V A RUBIw ,FRE R FKC a'AhK SttniaLASI CESIGN EEN DGE 'IRS UYNA F:Cr/FE PECRL EIAG0 ••E?�ON WRELESS MADE IN WC*NGTCN S ENCER lFTS _L,SRGMEIE PETAL J sTARi:CGs 'CAM :,.v s..GF L EM.YEAw as ,:IFIVt7-4 v1-' 0. RETAL L s:sz ME 1:1% S.!CF .$, MEG � ER:'U}IE s.,IRTZ -0 _ • � = _I . 1rNAe •"�GC�IS CG Y CCLD REP:'S jetiLS - L•.AI he hSTAhD PA,LESS1 SPGESOUPCE 1 •hCP,. F_A4 1M -ESS CT C0- 2« NI -S 0 1 CAMERA FA CDA FAG•.0• L.DS EXISTING JCPenney 3 LE ',ELS 3 LEVELS 276.465sf I-hk r GT•.' PETAL w° w • REAL. SEARS PET?JL TIO O RETAIL FAP Alt KEY PLAN WIC SCHEDa_.- ANl3 CO\3U T FILL CHAT PAID P 22 2010 MLA EIRP ee /-D - SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END K7 CO 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 7 5 J J Q J J J IREV. BY: 0 m D WIRE IESIGNATII\ BACKROUND PLAN PROVIDED BY: SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE C C' D P S S' V V' I STROBE SYNC - FEED TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) STROBE SYNC - RETURN TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) LL REVISION CONDUIT FILL CHATT NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.0. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.0. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.0. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/8" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH -- 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. `,sE I UK PAID P 22 2010 MLA EIRP ee /-D - SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END K7 CO 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 7 5 J J Q J J J IREV. BY: 0 m D DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: ICD kIIIAADCD. 1 noG1 I DESCRIPTION LL REVISION • SHOP DRAWINC ELEVATOR REC DATE 10 10 N 0) O O <<<<< 1 TIMM O Z O 1 J J W H Z W 0 I H 0 O J W LL W 0 >=28 < c17)' Na� 0 co ccWCi) Q CC og CI)(i) MCO W9(Th >- 'UALI:.: NUT 10 SUALL DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: ICD kIIIAADCD. 1 noG1 I SYMBOLS LEGEND GENERAL NOTES SINGLE LINE DIAGRAM Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved SHEET FA -012 Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total HFP-11 8 0.0022 0.0022 0.0023 0.018 FDBZ492-HR 7 0.0635 0.0635 0.064 0.448 HTRI MODULE 18 0.009600 0.0096 0:021 0.378 0.0731 Amps 0.826 Amps • A B C D E F G H I J K FIRE ALARM BOOSTER Project: ROUND 1 BOWLING & Panel: BPS #1 PAD -3 BOOSTER Date: February 18, 2015 Module/Device POWER AMUSEMENT POWER Qty SUPPLY SUPPLY Standby (mA) BATTERY Total Standby (mA) CALCULATION Alarm (mA) Total Alarm (mA) Power Module 1 30 30 0 30 30 0 TOTAL FIRE ALARM POWER SUPPLY 30 30 Auxiliary Device Current 0 0 Notification Appliance Load (Max Total / mA) 0 3721 Total(A)= 30 Total(B)= 3751 CALCULATION Total current ratings of all devices in system (line A + line B + line C) 30 3751 Total current ratings converted to amperes (line D x .001) 0.03 3.751 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 0.72 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.3124583 Add lines G and I Total Standby and Alarm AH 1.0324583 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 1.23894996 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 FIRE ALARM BOOSTER POWER SUPPLY BATTERY CALCULATION Project: ROUND 1 BOWLING & AMUSEMENT Panel: BPS#2 PAD -3 BOOSTER POWER SUPPLY Date: February 18, 2015 Module/Device Qty Standby Total Standby ......... .... (mA) (mA) Power Module Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #1 PAD -3 POWER SUPPLY Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 3721.00 2 SET -M C -CW @15cd SET -MC -CW @30cd SET -MC -CW @75cd SET -MC -CW @95cd_ SET -MC -CW @15cd ZR -MC -CW @30cd DEVICES 69 111 200 264 64 111 TOTAL mA= Total Wire Resistance (R ) Total Device Load, Arn s I Voltage Drop ( E ) EOL Voltage 138 222 0 0 64 0 424 14 306 23.33 (WL*2)*(Rift). (Total Cct Load) =1*R) 4'-E)= 424 1.58 0.42 0.67 3 SET -MC -CW @15cd SEF -MC -CW SET7M@30cd.: s c=c @75cd 95cd ZR -MC -CW @15cd 30cd''` DEVICES 69 836 14 286 Total Wire Resistance (R Total Device LoadNAmpsW(1) Voltage Drop ( E )i EOL. Voltage 22.77 WL*._2 )* (RIft)_. total CctLoad)_ T- .l_. *._R) 836 1.48 0.84 1.23 22.77 2 SET -MC -CW @15cd SET -MC -CW. @30cd SET -M C -CW @75cd . S.ET-MC-CW @95cd SET -MC -W @110cd • ZR-MC=CVIF3acd . Alarm (mA) Total Alarm (mA) DEVICES 69 111 200 264 233 1.11 .:.. TOTAL mA= 138 111- '660: 264 233 1346- 14 328 21.72 1346 A TOTAL FIRE ALARM POWER SUPPLY 30 B Auxiliary Device Current Total Wire Resistance (R ) Total Device.Load, Amps (1).. Voltage Drop ( E ) EOL, Voltage ( Wt. *2)*(Rift).. (Total Gct Load) : (E_'* R).. 1.69 1.35 2.28 21.72 C Notification Appliance Load (Max. Total / mA 2 SET -MC -CW @l 5cd Total(A)=. 30 Total(B)= CALCULATION SET -MC -CW @3Ocd SET -MC -CW @75cd SET -MC -CW . c95cd S ET -M C -W @110cd Total current ratings of all devices in system (line A + line B + line C) Total current ratings converted to amperes (line D x .001) DEVICES Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). Multiply lines E and F Total Standby AH Multiply lines E and H Add lines G and I Total Alarm AH Total Standby and Alarm AH Multiply line J by 1.2 (20% extra insurance to meet desired performance) 0.0833 0.3171231 1.0371231 1.24454772 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 69 111 200 233 TOTAL mA= Total Wire Resistance (R ) Total Device Load, Amps (1) Voltage Drop ( E ) EOL Voltage_ 138 400: 0 466 1115. CALCULATIONS 14 177 22.98 1115 (WL*2)*(R/ft) (Total. Cct Load) (E=I*R) • 24 E): 0.91 1.12 1.02 22:98 Notification Appliance Circuit Detail PROJECT: ROUND 1 BOWLING & AMUSEMENT Panel: BPS #2 PAD -3 POWER SUPPLY Date: February 18, 2015 DEVICES SET -MC -CW 05cd 69 SET -MC -CW @30cd.:. 111 SET -MC -CW @75cd . 200 SET -MC -CW 95cd 264 ZR -MC -CW @15cd 69 ZR -MC -CW @30cd 111 8 TOTAL mA= Wire Resistance 2.58 CURRENT TOTAL= 3777.00 138 111 600 528 0 0 1377 14 368 21.39 Total Wire Resistance(R) (WL * 2 ) * (R/ft) Total .Device Load, Amps (l)..(Total Cct. Load) Voltage Drop ( E) (E= I * R) EOL Voltage _SET -MC -CW @15cd SET -MC -CV!/ '©30cd 6 SET -MC -CW @75cd SET -MC -CW. @95cd 1 .SET -MC W @110cd DEVICES 1.90 1.38 2.61 1433 14 332 Total Wire Resistance (R . -Total DevIce Load,,Amp6 (t 'Voltage Drop ( E) EOL Voltage (WL*2)*(Rift) ...................._....._... To!al CctLoad) 1.43 (E=1*R) 2.45 24 .- E) 21.55 DEVICES SET -MC -CW @15cd SET -MC -CW. ` @30cdN SET -MC -CW @75cd SET -MC -CW_ _@95cd ZR -MC -CW @15cd ZR -MC -CW @30cd 691, 345: 111 222;. 200; 400 264 69: 111 TOTAL mA= 0 0 0 967 14 265 22.68 967 Total Wire Resistance (R ) .Total Device Load:Amps (t) Voltage Drop ( E ) EOL Voltage (WL* 2 )* (R/f)...._...__..... (Total Cct Load) (E=I*R) 24-E) 1.37 0.97 1.32 22.68 Notification Appliance Circuit Detail - VOICE PROJECT: ROUND 1 BOWLING & AMUSEMENT • Panel: NEW SPEAKER CIRCUIT Date: February 18, 2015 Wire Resistance 2.58 CURRENT TOTAL= 354.00 • SET -MC @1/4 WATT 50 SET -MC 1i2 -WATT SET @1/4 WATT SET @1/2 -WATT DEVICES 50 3.54 7.08, 14.14 28.29 TOTAL mA= 0 Total Wire Resistance (R ) Total Device Load, Amps:(t) Voltage Drop_( E ) EOL Voltage 354 14 1032 22.11 354 (WL*2)*(Rift). (Total : Cct Load} (E=1*R) 24-E). 5.33 0.35 1.89 • • !:: ci3 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO4614 W 1 z 0 F- 0 c U w 0 0 0 N 0 a w -J w w F- 0 u7 CO N 0 Ln 0 0) 0 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. DUCK OVER 3' WIDE: SAMPLE TUBE MUST GO THRU THE DUCT AND.BE CAPPED. TUBE OUTLET--\ SAMPLING TUBE INLET SAMPLING AT LEAST SIX DUCT WIDTHS FROM BEND DUCT DETECTOR MOUNTING DETAIL 120VAC-60HZ DEDIC"lED EitERGINCY-( FROM EXISTING MAIN FACP C CABLE C' CABLE O r L 0 O PAD -3 00 INPUT INPUr TROUBLE NAC1 NAC2 NAC3 NNC4 AUX +1- 1 2+2- 2 NC C NO + - + - + - + - + - O Lm a a. 3.6k EOL 0 0 (-) (+) (-) (+) NAC S4 NAC S3 NAC S2 2 NAC S1 POWER SUPPLY WIRING DETAIL HARD LID CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSI❑N CEILING MOUNTED SPEAKER/STROBE Nr SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL FROM REMOTE POWER SUPPLY FEED FROM EXISTING VOICE CIRCUIT (V CABLE) RETURN TO EXISTING VOICE CIRCUIT (V' CABLE) STROBE SPEAKER CD CD (+) (-) STROBE 6) STROBE SPEAKER SPEAKER STROBES & STROBES ONLY WIRING DETAIL FROM PREVIOUS ADDRESSABLE DEVICE TO NEXT DEVICE OR END OF LINE cp NO COM NC 2 TO FAN SHUTDOWN EOLR 470 SWITCH + INPUT LED TSM -1 HTRI-M RED BLK NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. HUMIDITY: 0-93% RELATIVE HUMIDITY, HFP-11 SMOKE DETECTOR --\ FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE 2 TO NEXT 00 2 ADDRESSABLE DEVICE ORG ORG GRN NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL DUCT DETECTOR/HTRI-M MODULE/TSM-1 SWITCH WIRING DETAIL TYPICAL WIRING AND MOUNTING DETAILS DEVICE IS LISTED FOR AIR VOLOCITY APPUCATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW (+) SMOKE DETECTOR WIRING DETAIL JUNCTION BOX MOUNTED ON CEILING FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT > TO NEXT ADDRESSABLE DEVICE TO NEXT DEVICE --CADDY BAR SMOKE DETECTOR \\- SUSPENDED ILLUMINATED CEILING SMOKE DETECTOR MOUNTING DETAIL Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved 0 1 >--88 co 2 2 cc IT- c<E, Efi 1- CC 8n D LT - 0 0 LLI Lll 0 LU CI CC CL SHEET FA -02 DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE BACKROUND PLAN PROVIDED BY: SHEET FA -02 4 1•-• AREA OF WORK D—cD •!1' I '77) ; L___,±1 LI/ D • S,V,C,C S1-1 15cd S1-2 S,v,C,C 30cd 1111111111i; . , . 7171-717 1 , 1!,•!1.IlliI;;;;IIi ! cD— E/151.: !! ! I i I ! 5T4IR i I ; S1-3 15ed i 1 1 i Ji D HT -R - HT -R HT -R HT -R I HT -R HT -R HT -R HT -R HT -R TO EXISTING MAIN FACP (NEW ZAC-40 AMP MODULE) 11 •00101111 TO EXISTING DATA CIRCUIT ! i I ] ! 1 I 1 1 • : • ., ,1 S,V,C,C —c=,, S1-4 z -vi 30cd UP TO 2ND FLOOR D —c? AREA—OEWOR D .• - ID_FWGRK:_: :• • 11 IIHIi S15 15dd I F J@4 I // .S4 , S1 r.^ / 11 • V,C,C EXiST. FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70—VOLTS 1/2—WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI—R RELAY MODULES FOR 3 ELEVATOR RECALLS. • • T- r FIRST FLOOR FIRE ALARM PLAN SCALE: 3/32" = 1'0" • / C ENTNCE </ C',) C)!-....111,-1 , 1— E i , I : f I I I i I 1 1 II \ 1 , 1 I 1 in 1 „...2.1 '...1-111.j I 1 :-.1•71 7 , , . i ] ] I I 1 I 1 i 1 1 1 I I 1 , 1 ! 1 ] : , • i Li ....., , '1\ I \ 1 , . , • • I r• ! : • roprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved N) 00 0\ SO., SEATTLE, WASHINGTON 1743 IST AVE FAX (206) 628-4990 TEL. (206) 622-6545 rNO DATE I DESCRIPTION REV. BY: 1 DMG DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: ..\ SHOP DRAWINS ELEVATOR RECALL REVISION L.r) L() •t— T.— ',..... .',...... (0 ,--- 0 CNI 0) 0 0 'CALL: 3/ 32—= 1 "0— ' DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: inn KII 11/DrO. 1 floc 1 SHEET FA -03 F1 — 1 , - ;1— >,—/ f _ ,r1 ."' 1 • ":"."': • 5 , 1 ' 1 : : • : .. 1 ; 1 1\ ,1 ! • • r: • ___/....../.:_,...." __. 3 „ . 1 E , ! NX." • ‘ ! i S,"..... : .• : : ' ..• i t F.:F.' (IS 17.5). ..\(.2)I.II",: ///:/if,./ ,,./..cti,.„..,„,,,,, ._....,...k:•!.......sys:_.; / / • , . , , 1 , , I i . , F4tYi / z/ ; :.. : : ' S4-2 41 i 0 i // / / ., __,,,:.g.7 '. 7.-',:t. • / / S----Q4r- r-1 / ;11'14' / I / fi ' • • ,, •rn /.'' ..V.,t / / H •• SA., c./1 .. S2.2:77. - 0. ‘., • E--- ; H , n' S2-4 . If .. 15cd I ' $: : I / 1 ONTO \ I 1 g 17 _44 IT -TO BPgli I r -Y40 "(S2)1 V I! 1 I COMMI •7-1 At. I 1 D S,C,C' ; • / S2-5 30cd- - - - 0(1 .17.1 ,/ S2-.3 15cd TO BPS11/7 _($4) fel - --I.-I, ..„ , /,-., -<-- 30cd ,,' ',.. 7 : - ,......--- . -Ai • !, . 1 1 : t----.; ,...A t::-..: -..,:;..---.'21\)4•sc G. t',-------..1 S V S,V 75cd I ; - - • D El 6 BPS1 BPS2 IMO MEI @4 S2-8 15cd .1 • es, —..— ;-ftzfI-1 D • ; 11 I ,-,i----%••=1\1 TO 8EL OW ,11 @A SA, V-c=,S I At.dji @4 S3-4 75cd T. HT -R ',..,!: , .' . •11 : ' : st • t : 11--; -11 •I' --,- , „1,1-:-.:1---.14.- 1.• t1t- rti: ! ; • • • • • • ..--s 04 S _ 111- / 21tKIT • S,V • ;12, , I • 11 S3-5 TSM SIV ! 1 I S3-31 15cd @A 07—V • • • • • • • -..-... . I ! • • I S4-5. ;II 1 0 1 Sf.) fi I I I !II‘ i /7 ) ;0. I r 84-4 41.0Cd !! I 140cd- S4-6 15cd .75-7,TTh 11 ; o 1 1 II o 11 1 17'111 li1.1 ;r1 0 i -H-..- 1 1 -1-----;,, : I\ .• • • t " „ ,1 11 11 11 0001 0 1 .• .• _ .• .• 1 4:1 <: S5-8 95cd 11 11 11 o 1 S3-6 95cd 111,111,111 4 • t' 1 1 ,1 1 I 1 1 I 11 1 11 I I D I • • , -------------, i i 1 "ff5! P' !HI! S2-9 30cd EOL S2 • "I 11 ii11:: 11'1 I 1 . • 14 ..../ I I ' 1 1 1 • I I '-- 1 I 1 1 1 • I I '11 111 i 1 I tt- , • .„.,....,....t.___, i • . != .” ::,-, / . i ; 1,1 c.,.,-1- .37;;-.3 , I , I -,, ,....,--, '7 --c..1---, 1 .. i ; ! .."-` 1 • :,1 : • . I; .-' ---. 11 —1 41---4--.--.4 i : 1 :4 . ......,—..j i 1 ill . I i 71-7 ! 1 1 i t : EOL V ! I I 1 I 1/1 1 1 .1; I i -I 15cdb 41 I 1 • , • I I 1 1 • KR,,,-,A\0647i. 2 ; -01 KtY)C,K.S.s. S7-3 15cd S V \ S V <AIR GKEs 15dd- 31Ks \scd5- \ ,••• \ 114D v6 HT -M TSM • e, D7c:>-A-1 :11 • I I ;79 • 111 . 11 11 1Ocd..- TO BPS2 (S6) @A 75cd1 s"" c›-S,V • S7- 1 \\; t=r1-1 12 S7-9 30cd EOL S7 01 O<1 S7-8 ''!"="rs4 75cd E I ti EOL S3 :i i: • 1 I 1 ., : , I , 1 1 . S3-8 75cd 01 S6-4 75cd ::„1ti 1 --e : 1 : 1 : 01 1111 1111 1 till I I 1 I I 11 31 01 14 ('WL:iNtr • , I 07)1 01 _1.71 0 -1 13 EOL L. I 11 11 I 1 11 01 i 11 11 11 14 S6 I III - 0 • 03) • iloCd t 75cd L-1 1 1 —3" TA.L 11..;4! I 42.OkGLANE EE ri S6-6 75cd 01 ID HT -MI V ----ii . i t..___....__ • 1_ S5 1 A. S5-7 95cd . • -sar'ss's-mrn1s.: S V S5-4 75cd, • FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 /00 S,V S5-5 15cd siv S5-3 75cd SECOND FLOOR FIRE ALARM PLAN SCALE: 3/32" = 110" [NO DATE DESCRIPTION REV. BY: 1 DMG DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: Inn All morn. 1 rNoc• 1 .....\\ SHOP DRAWINGS ELEVATOR RECALL REVISION in ul -....,.. --..„.. (0 ,- .-- -..„, 0 ......, CNI 01 0 0 <<<<< } TM= 0 1 '3UAL: .5/62 =1 U DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/1 6/1 5 BACKROUND PLAN PROVIDED BY: Inn All morn. 1 rNoc• 1 SHEET FA -04 Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved FIRE ALARM NOTE: ALL SPEAKERS TAP TO 70 -VOLTS 1/2 -WATT. FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, MONITOR MINIMODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. FIELD LOCATE MONITOR MODULE TO MONITOR KITCHEN HOOD. 9 HTRI-R RELAY MODULES FOR 3 ELEVATOR RECALLS. • 2ND FLOOR D HT -R EOL V S7-1 75cd S7-2 15cd S7-3 S7-4 S7-5 S7-6 bs b s S7-7 S7-8 15cd 30cd 15cd 15cd 15cd 75cd EOL S7 V V r S6-1 S6-2 S6-3 S7-9 30cd s S6-4 75cd 75cd 75cd 75cd V b s,v s b s s,v b EOL S6 S6-5 S6-6 S6-7 75cd 75cd 110cd BPS2 l • S5-1 S5-2 S5-3 S5-4 S5-5 s,bv s,b v � S5-6 S5-7 75cd 15cd 75cd 75cd 15cd 30cd 95cd 120VAC, DEDICATED (BY OTHERS) HT -R HT -R C,C' -o S4-1 S4-2 75cd 15cd 30cd 110cd S4-3 • S4-4 S3-1 S3-2 S4-5 S4-6 s,v b EOL S4 EOL S5 S5-8 95cd S4-7 75cd 15cd 110cd S3-3 15cd 30cd 15cd BPS1 l S2-1 S2-2 v S2-3 S3-4 S3-5 75cd 75cd S2-4 15cd 15cd 15cd 15cd 120VAC, DEDICATED (BY OTHERS) EOL S3 �js b s v6 S3-6 S3-7 S3-8 95cd 110cd 75cd S2-5 S2-6 s,v s,v s,v b s b s b S2-7 S2-8 30cd 75cd 15cd 15cd EOL S2 S2-9 30cd TO EXISTING 1 DATA CIRCUIT ( b HT -R 1ST FLOOR D ELEV #3 ALT PRIM FIREMAN'S ELEV #3 ELEV #3 HAT RECALL RECALL ELEV #2 ALT PRIM FIREMAN'S ELEV #2 ELEV #2 HAT RECALL RECALL D D D D ELEV #1 ALT PRIM FIREMAN'S ELEV #1 ELEV #1 HAT RECALL RECALL TO EXISTING MAIN FACP TO EXISTING MAIN FACP cbc' v D -o D C,C' -0 S1-1 S1-2 b b S1-3 S1-4 15cd 30cd 15cd 30cd EOL S1 S1-5 15cd RISER DIAGRAM Lu ca tfA4 Q N) CO SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 NO DATE 1. DESCRIPTION v REV. BY: I DMG DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: t Ir1D All I►/DCD. 1 floc 1 i PLL REVISION SHOP DRAWING ELEVATOR REC ,- 02/16/15 `L-) 0 0 <<<<<.} TIMM 0 LL VJ 'JUALL: NUI I U SUALE ' DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/16/15 BACKROUND PLAN PROVIDED BY: t Ir1D All I►/DCD. 1 floc 1 i SHEET FA -05 Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved } RECONNECT INTO EXISTIING HEAD PIPIN EXISTING 401 CANOPY STYLE' SPRINKLERS " DRAIN 1 7 1" DRAIN! a� FA BEST v ILY 3- 23.2 6-10 R#05 R#04 5-6 24.9 8-7 ADACAP: 24.16 !tiIii x'25.133Y ! �`� ...:ry .� i�tia,I Ili ' : Q ;. • . . o �, 1111k10111111•111/4111111 IliWIIIIIVC111111lialMirt tl� : aji 134 U 5 3 ft !alb. inill _111 6.2a711 Bialailhal:,- 61 MEM 5. i1.1 I 4...r141=1114L-IMN It'a-MbitilM MI EIIM�ir��1! i�� 26.1 1 �i 4 ll 26.10 ® � li � 26.9 I i 1 .o• • 1-�IN - mm_ imei �1 I PRO lii ��-- ..ry��m'��1 1� a1i 4-0 - Sal. --IF MilliallF11101.40111111MMIIVAMIUMILIMICr ma4-0 1 : liYi•1•�l•1 Y �• �rpaump dwAlwir471) 1117,�1��I PMIEY L'ia��` iii i ails;_ Fird t ...ate Allill1 0 .. iii it �„ 1' i all 8-07114. Qi•�"Ailli n �:►''=11l %� �V � � a,-9 _ ai�01•11 5-3 ll ' 2■■■11I'11�■ 27.10 .�� I♦� "� 27.9 �1 27.8 i 28.15 �ats��u���� cciN 111111111111111111111Plia11 11 5-1131 24.3 Ali• t■ �. Vis, `.■� rt =NW •��E79�ii`i►1� ilitl �- r�iEl t; �A�� ��//II ,.!-■■� 28.13 • •28.12Er VIIIVIRIE'i �Ii>[f■ll� MIrrAIPC �1��Iaaafaaaalaaaalaaaaral����L�l��l��� -+ ►�11�. ■tl : ra---. ---��I r 28.10 .EI M C� irl��tl isinuriumm-di■■ N IIII 1..1 29.13 _ 1 i N . ®1116, fMill itinaiiiiamrzfir OMNigliiri Mi. j____Iiigifi_ t= =ice -,.1 �,.••AMMI ..r t .r,IP, " L- 0 r- I1BC4 10- 0 ADACAP 1134 25.3 gm IiUiUPIFAiI 1 134• 1�1-e .A 8-6 �V.)�..,..V�11 B#o2 ]� 11,�� �« B#03 VA 5-611111210 -�i I INN NM 11.��H1IM�I�MIll Air I ALJ ��/fiV11111111111 111$111 11 IIININ ,.1 � .2 it lila 1111 1114111111111111111111111 Ili Kiim �iIO�IL MINIIIMENIMIP , Lit y., I El 10.2 IIII 3" LONGITUDINAL Z01 momI _ 0. 11. ijgtIi�ti 10 ;10.2 //� © ilinitien111111 1liFIE �"s#rl ,M �-sai�.!rr•»a '�� 6 0 ''' �� 12.2 ,. I�'if-7Iumm� -.1'i(i1� Ikiww dlL ► tile 13.2 111/ Iwo I 0on lig 2.1 6 1 27.2 WL NG LA 141111.43111 uuIIIWs=>•111111aaauff 151111111� 15-6] U4' 10-0 X4" CONCENTRIC REDUCER To ADACAP ADACAP (TYP) / �o F� o-�� ,- ,L ••::'�pT#•.. ''�"• io 30.12 '�I 30.11 � 0- _____: 30.13' �ci 111111_11116fililligniallanaS111101. . _ .......:-.....___ .. - idi Tar IIMIIIIIMP ..naZall.alliard.:101111,111111111112411b re, 1111211 MEI II ?14.11251111INIIMINIIINNI I rArklirli II 1 11611M0,,X .1. r role 1 gi 30 8 +t�r 11 3'� LATERAL Z01 4-01¢ kk 31.3 I�, .+! ••••••.' oar--.__ : s .s. ►c a :r s .__ Itm-Iff ___ NIV, ABOVE D 0 3 3 EXIST. ELEC. 211 LONGITUDINAL ZOI 134 1 6-2 3 32.6 0 ADACAP `v1 5- 115-6] 1h. 10-6 10-0 33.9 10-0 33.3 2 J ADACAP 1J4 0 1 6-3 9 v' 33.6 CD ADACAP EXISTING HEAD OCATION. CHANGED OUT TO QR HEAT [15-6] `11 1110.1111111111. ornmuummorm N 34.12 01 11 pall eSh ° ■■EI.._o ,M■I.ppm �L >•+ / ,� 35.1 1 15- o 0-1114 0-9 t_ .E•; i --31f 34.5 0 SWING LFNE TO BE ABOVE DUCT/UNDER RAIN LEADER NOT MORE THAN 12'-0 FROM OTHER HEADS BOTTOM ELBOW. DRAIN ELBOW 1" DRAIN & PLUG 10-0 35.4 Uf 10-0 35.3 ECONN CT TO EXISTIN P PING FOR EXI TING 401 PENDEN HEADS (TYP) 5-11+ 36.6 36.5 6-1 36.3 34" 1134 Off ,I 36.2 1 114" 6 114 O 3-014 10-0 37.1 @ 1 -0 38.4 4 16-01 EXIST. HLIG- T ADACAP -0 39.4 y•. w•111111 1 REMOTE HYDRAULIC DESIGN AREA FM HAZARD CATEGORY 2 (PEEKED) .2/2500 SQ. FT. (HC 2) K=5.6 130 SQ. FT. MAX. PER HEAD • 25 SPRINKLERS DISCHARGING IN REMOTE AREA STEM DEMANDS 939.4 G.P.M, @ 95.97 P.S.I. @SOURC J 1 l - - i www www i 2ND FLOOR FIRE SPRINKLER LAYOUT 01 234 5 10 20 / SYMBOLS/ABREVIATIONS: ®®® ®® DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. - HANGER - EXISTING COUPLING cA) - LINE RESTRAINT (EVERY 41' AND END OF LINES) - NEW COUPLING (VIC009 TYP) -C - PLUG yc - 1" DRAIN VALVE (ON MAIN TYP) ®F t - FLEX COUPLING (VIC 75 TYP) - LATERAL EQ BRACE - LONGITUDINAL EQ BRACE [15-61 - CENTERLINE PIPE ELEVATION FIG. 65 BEAM CLAMP FIG. 69 RETAINING STRAP 7 A .JA 4 LOCK NUT REQ'D VIEW A -A ALL THREAD ROD ADJUSTABLE RING HANGER REVERSE TOP BEAM CLAMP, ROD, AND RING HANGER DETAIL (TYP) NO SCALE NORTH ROUN ONE BOWLING 2ND FLOOR 1 SOUTH CENTER MALL Without Comments As Noted in Reid Per The Attached Letter -KEY PLAN These plans have been reviewed by The Tukwila Fire 'revention Bureau Cor cvnforrnance with current City tandards. AccepairicP is sub�e`t to errors and omissions which do nnr autrbnrze violations of adopted standards ano c."s- = The responsibility for the adequacy of o:`1ai$ r-s:s Totally with the designer. Additions, delesoi tsrr revisions to these drawings after this date wiil vo d tn1- eptance and will require a resubmittal e r-visei. orawinys for s+uosequent approval. Final acceptance iS subject to field test and inspection by The Tukwila Fire Prevention Bureau. PAID Date: Aa 615 TUKWILA FIRE TUKWILA DEPR"ra.s 7 P "a"w`'se call 2O6- i5 -"s eon 'd sib this Fir: Permit: No. n' -_,..Z, - E. roval. ��... r or L'�c° � "� -� Is pssseRsow HY+aa =oese D ON AMII CERTIFICATENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 0 a a a it Smith • 41924 Level 3 CO80OfP11 Protection, Mac. �� It •ll,P wwwwwwwwwwwwwwwwwwwwwwwwwww�ia REVISION 2 SUBMITTAL PLANS 5-26-15 Z a IA W W m v 0 SHEET NO. FP -1 TOTAL SPRINKLERS = 489 THIS SHEET Sid 1- UJCLo Q 0 r 5-26-15 o N z DESCRIPTION PER FMGLOBAL RESUBMIT HYDRAULIC & SEISMIC CALCULATIONS ADD PENDENT HEADS IN FIRST FLOOR LOBBY NOT DONE BY LL CONTRACTOR HEAD FINISH BRASS HROM 0 z r- N bi Y ti Lri 16 O 0 o 0 0000 0 000 € 000 00a O 0 © 0 a s s (I1 N -1 0 w a. N 1- w LL N w Li J 0 z z 0 1.7 w 0 a ct w LL W U I 0 z 0 Z_ License No: 4308 South 131st Place COSCOFP110NM co 0' o. c o 6) 00 3M 1.0 CV co E 0 0 Ei 0 0 0 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE DRAWING TITLE FIRE SPRINKLER PLAN DATE : 2-16-15 -0 v 0 SHEET NO. FP -1 TOTAL SPRINKLERS = 489 THIS SHEET Sid 1- - n - u-, - o N z CHROME WHITE CHROME HEAD FINISH BRASS HROM BRASS HROM bi Y ti Lri 16 Lri z - APPROVALS BY: TUKWILA FIRE DEPARTMENT U oc O N oz c, IL Y > o > � 1L > N. Y > - 0 SPRINKLER HEAD LEGEND : VIKING QUICK RESPONSE UPRIGHT VIKING QUICK RESPONSE SEM RESESSED PENDENT VIKING CONCEALED PENDENT VIKING QR DRY PENDENT A=24" EXISTING 401 PENDENT (TO BE CHANGED OUT TO QR) O 0 o 0 0000 0 000 € 000 00a O 0 © 0 a s s (I1 N -1 0 w a. N 1- w LL N w Li J 0 z z 0 1.7 w 0 a ct w LL W U I 0 z 0 Z_ License No: 4308 South 131st Place COSCOFP110NM co 0' o. c o 6) 00 3M 1.0 CV co E 0 0 Ei 0 0 0 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE DRAWING TITLE FIRE SPRINKLER PLAN DATE : 2-16-15 SCALE: 1/8"=1'-0" DRAWN BY : MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -1 EXISTING A.S. NOT IN SCOPE EXIST. EXISTING A.S. NOT IN SCOPE 2ND FLOOR ROOF TO�AG� EXISTING A.S. NOT IN SCOPE EXISTING PIPE TO BE DEMO'D 5X4" CONCENTRIC REDUCER EXISTING 5" GROOVE 90 TURNED 90 DEGREES *NOTES* 1. INSTALLATION SHALL CONFORM TO N.F.P.A. PHAMPHLET-13 (201 3), AND TUKWILA FIRE DEPARTMENT REQUIREMENTS. 2. ALL ADDED MATERIALS TO BE NEW AND U.L./F.M. APPROVED. 3. PIPE: ALL PIPE 1-1/2" Th RU 4" GROOVED LIGHT WALL DYNAFLOW OR EQUAL, 1" TO BE Th READABLE Th I NWALL DYNATh READ OR EQUAL 4. FITTINGS: ALL FITTINGS TO BE THREADED 1" * GROOVED I -1/2" Th RU 4". 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. 6. ALL NEW HEAD SPACING TO BE ORDINARY HAZARD GROUP 2 (MERCANTILE) MAX SPACING 130 SQ. FT. MAX. 7. ALL ELECTRICAL WIRING AND CONDUIT IS BY OTHERS. 8. ALL NEW HEADS ARE TO BE QUICK RESPONSE UPRIGHT k- PENDENTS. O. ALL HANGERS TO HANG TO STEEL OPEN WEB JOISTS. 10. COSCO FIRE PROTECTION ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION. 1 1 . BUILDING OWNER AND TENANT ARE RESPONSIBLE FOR PROVIDING 40 DEGREE NEAT OR GREATER AT ALL TIMES WHERE WET TYPE FIRE PROTECTION SYSTEMS HAVE BEEN INSTALLED. 1 2. IN TILE CEILINGS HEADS TO BE CHROME RECESSED PENDENT AND IN GYP CEILINGS WHITE CONCEALED PENDENT. BRASS UPRIGHT SPRINKLERS TO BE USED IN ALL OPEN TO STRUCTURE AREAS. 13. ADACAPS USED AT THE END OF GROOVED BRANCH LINES MARKED OUT. 14. A NEW DRAIN 15 BEING INSTALLED ABOVE THE EXISTING 5" TAMPERED CONTROL VALVE, AND IS TO BE CONNECTED TO THE EXISTING 2" DRAIN ON THE FIRST FLOOR RISER ROOM. 1 5. NEW 3" CORE NEEDS TO BE MADE TO ACCOMMODATE THE NEW 2" DRAIN TO THE FIRST FLOOR PER 9.3.4 1 6. LINE RESTRAINT TO BE USED EVERY 41' AND AT THE END OF ALL BRANCH LINES. PER 9.3.6.3 AND 9.3.6.6 1 7. TYPICAL CENTERLINE OF THE NEW SYSTEM 15 TO BE 15'-6". OTHER ELEVATIONS MARKED ON PLAN. 18. TYPICAL SPRIG -UP IS 3'-O" AND TYPICAL DROP IS 4'-O". SCOPE: COSCO FIRE PROTECTION IS ADDING A NEW GRIDDED WET SYSTEM AND DEMOING OUT THE EXISTING WET SYSTEM ON THE SECOND FLOOR ABOVE SEA FOOD CITY FOR A NEW BOWLING ALLEY. >- m W a 0 Z 0 W DESCRIPTION z PER FMGLOBAL RESUBMIT HYDRAULIC & SEISMIC CALCULATIONS ADD PENDENT FIRST FLOOR LOBBY NOT DONE BY LL CONTRACTOR CV EXIST. EXISTING A.S. NOT IN SCOPE IIIfIIIi1111 OPEN TO ABOVE 111111111111 • EXIST STAI OPEN_ TO ABOVE® EXISTING 5" CONTROL VALVE W/TAMPER EXISTING 5" FLEX COUPLINGS EXISTING 5" RISER CUT DOWN FOR NEW 15'-6" CENTER LINE NEW 5X2" MECHANICAL TEE SYMBOLS/ABREVIATIONS: / / / / / / 2ND FLOOR FIG. • BEAM CLAMP EXISTING 6X5" WELD REDUCER NEW 2" THREADED ANGLE DRAIN VALVE NEW 2" DRAIN NEW 2" FLEX COUPLING (TYP) EXISTING 4" 1ST FLOOR SYSTEM W/CONTROL VALVE ®® DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. — HANGER EXISTING A.S. NOT IN SCOPE EXISTING A.S. NOT IN SCOPE ALL THREAD ROD ADJUSTABLE RING HANGER EXISTING 6" ALARM VALVE — EXISTING COUPLING — LINE RESTRAINT (EVERY 41' AND END OF LINES) — NEW COUPLING (VIC009 TYP) CONNECT INTO EXISTING 2" DRAIN REVERSE TOP BEAM CLAMP, ROD, AND RING FLOOR EXISTING 6" BACK FLOW — 1" DRAIN VALVE (ON MAIN TYP) — FLEX COUPLING (VIC 75 TYP) 1ST FLOOR PLAN 1/8"=1'=0" 012345 10 — LATERAL EQ BRACE — LONGITUDINAL EQ BRACE RISER NO SCALE HANGER DETAI [15-6 ] — CENTERLINE PIPE ELEVATION NO SCALE EXPOSLD STRUC-. (PAINT) KNOB _ NI . 1. LL LANE NMI CONCRETE SLAB c CUR FLOOR ABOVE G.C. AIN WALL DUC (REF. MECHA TO ROOF OOD SERVI ICAL) P EQUIPMENT E SHEETS AND SNACK BAR FURR DOWN/ SOFFIT (REFER RCP) TAIN OF WALL TO BACK PINSETTER — OFFICE — � I ADDITIONAL UPR GHT COVERAGE 15 -0" AROUND MECH 215 W/0 CEILIN -. VENDOR TYP. NO UPRIGIdT COVERAGE IN NOt1 COMBUSTIBLE BLIND SPACE. CEILING "CLOUDS", REFER REFLECTED CEIUNG PLANS TYPCCAL DROPS 4'-0" HAND RAILS B TYPICAL DROPS HAVE FLEX DROP OVERHEAD MONITORS BY . VENDOR (SUPPORT BY -Si G.C.) it) SMIC FIX RE BY VENDOR ( PPORT B TYPICAL SPRIG -UPS OR II N POWERED PROJECTOR SCREEN PROVIDED & INSTALLED BY VENDOR VERIFY DISTANCE REQUIRED WITH VENDOR ELEV. + 107'-5" HOT. OF CURTAIN WALL BOX (RE.: FI FC) INTERSTITIAL SPACE FILLED COMPLETELY WITH INSULATION AS SOUND ABSORBING MATERIAL 1 BASE AS SCHEDULED T.O. BOWLING LANES EXHAUST HOOD (REFER M AND STRUCTURAL) MILLWOR BY VENDOR (G.C. TO COORDINATE) ALUMINUM FLOOR TRANSITION (RE.: FLOOR FINISH PLAN) ELEV. + 100'-0 EXIST. CONCRETE FLOOR BUILDkG SECTION AT 2ND FLOOR SCALE: 3/16"=1'-0" z a g 0 SCALE : 1 /8"=1'-0" DRAWN BY: MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -2 TOTAL SPRINKLERS _ THIS SHEET a I PLATE I FINISH G= wZ Sira 1- a. z APPROVALS BY: TUKWILA FIRE DEPARTMENT W U rg 0 z H O m N SPRINKLER HEAD LEGEND : 0 17- • • • • • W 0000 0 g o o f) rx 0000 a 0000 Et 0 o o 0 • . • 0 W 0 z 0 1- z Vf 4308 South 131st Place n n co cV -43 co C'0 N C 'W 0) 0 C t • '' O OO 3 � s I- N v 0 0 E 0 0 0 0 0 0 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE ROUNI ONE BOWLING 2ND FLOOR SECTION AA 1/8"=1'=0" �Lf I 012345 10 SOUTH CENTER MALL NORTH HANGER PROVIDED ARMOVERS OVER 2'—O" 4'-0" VICFLEX '440141W,i, ►T.i .LNIPP"-.. ` ►TACITA. l'�►1��I►�►' i► �r 0"'" . �'"11WA1T��'1,�1►�i�1'11T,�T�'I,�'!�/'�'""'��T1l�ll►Tl'1'��LT1T1jT,�T�T/'WA A. EXPOSED o� �oninDl 7 STRUCT. (PAINT) ANY UNSUPPORTED 1" ARMOVER 2'-0" AND OVER TO HAVE A HANGER. ELEV. (+) 107'-5" BOT. OF CURTAIN WALL POWERED PROJECTOR SCREEN (PROVIDE POWER, RE. ELEC.) 4'—O" VICFLEX PAINT TRANSITION LINE SPRINKLER HEAD CONCEALED SPRINKLER HEAD GYP. BD. CLOUD (RE. RCP) 1 ESCUTCHEON KEY PLAN ELEV. (+) 1O1'-5" T.O. BOWUNG LANES INTERSTITIAL SPACE FILLED COMPLETELY WITH INSULATION AS SOUND ABSORBING MATERIAL #,1.1#.#.x./ • OMB 1##,.# , OMB #,##.#.W ., ISM ,.,a., , ass,... i rr.. #.i �.� i.#,� t# 0.0 11.4 I.. MAW_tlll� L J',111111111111 FINISHED CEILING ELEVATION i lr s, „,/ ‘,, / lr Npv lgirde Arm ,AmmirAry•\Nipr ', ,/ 1 / \s / 's, /1 /•\, / \ •Nrr,AL/11(V,,,/ lrAI / ,,, ir,,, /1r- , , , , ,, , „ , , , NivrArk., . ,,,_____...„ . _ . .....,,, ,„„, ,‘„ir ,,,, ,,, ,r s,„ lir ,m. ,,,,..„, p, . / , ,.,,, \ / lie \ / ', ELEV. (+) 10O'-0" BLACK CURTAIN AND - 2 -INFILL JOIST FRAMING & FLOOR BLACK CURTAIN AND BOWLING LANE SURFACE AND 1 EXIST. CONCRETE CURTAIN ROD BY G.C. DECK BY BOWUNG VENDOR. CURTAIN ROD BY G.C. TRUSS FRAMING SYSTEM FLOOR FLOOR FINISH BY G.C. SUPPLIED AND INSTAI I FD BY BOWLING VENDOR ARMOVER DROP DETAIL NO SCALE FLEX DROP DETAIL NO SCALE F— oes z_ J 0 ca LU z 0 0 0 i= W 0 tY '0 4 co ULU LTJ N _ z Z 0 0 H U 0'43 CNILLI 0 V''_ Z UOQ O ZZ ce Q oo m z a F z 0 U DRAWING TITLE FIRE SPRINKLER PLAN SECTION BB 1/8"=1'=0" 012345 10 REVISION 2 SUBMITTAL PLANS 5-26-15 DATE : 2-16-15 SCALE : 1 /8"=1'-0" DRAWN BY: MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -2 �i RECONNECT INTO EXISTIING HEAD PIPING EXISTING 401 CANOPY STYLES SPRINKLERS ST0 AGE FAMILY ESTOOv " DRAIN r 1" DRAIN 8- [ 15-6 B#06 -434 7-0 42.1 ■ a 11iC2Pria R#07 4-1114 24.4 1,4' 5-1114 24.3 8-7 ADACAP 5-6] ® 1' 1 6-0 25.11 COOLE o14 1 25.7 11 25.3 114' 10-0 t1 " 6- 25.2 [15-6]114' 10-0 11¢" 114' �a�i•,'�• Irrii 1 -11' 3-8Ye r�t1Q =O�rs5 in ` 3r 26.10 E& -30 / i BA 114" 014 '� 10-0 ' 6 1114 26.2 SII ,! !! !a!!!!!!!!I!UI KIl1115Ilr!:A!!!!Al11, 232-ti4- 5-3 0 278 CON 28.13" 10-0 28.2 r- 6- 29.2 - 29.1 L< U 1 0 ADACAP C 227 ADAC ADACA EXIST. ELEC. ADACAP u � �' lye• , 30.12 A 30.13' ..!o .1I1 I AI" 8-6 LAM8-0 1V�11 111111111111111 5P 4X3"C 4 I B#03 5-6 1. v 66 0 ■■ 8.2 ��!l1111M �l1!!!! IIMINIII1111111111111 1iII' ��6 ] IIIlNP, '-9 10, 0 6 0 11111,111111 � 9.2 lin ! _ !! 1! ! 171.:11:10.immiliiiik11:12■ -:lo sto 2-s Au, X4" CONCENTRIC REDUCER Herz■ ����,�stae�l►�it�t�a�u>as���, 2 LOAIGITUDINALZ01 ��� NIIIIIIi gii,Ii��i I1IkIIIHlI tee - -o 30.4 ill 0 m 3 3 1 3 3" LATERAL ZOI OikIii IIIIIII 1111TH Et -•b Tliiiir moo arroimir: !n.la'.■■IvWll erim11_ ._._ D JNOPIIMIr - - NIMMIMMIliril =L.' saammimmoneMIKIZZ,... miltr-meatz1111110"-ort--,,i+ ! _' ` 15-6] 114" PIII��II��� Cs= a. 16 �'�1 r i F 6-11 7NM "�p ''3: f32 11. -1f132 10ail i ' - 1 1 1 .. 32.9 �. 5-104-2 0��r� N (1,---) 32.8 b.- 1 11 111101601111114 [.mo MINIS -..-71,:; limEALUNINEFilaniffl 1 ,.-ic 31.51 0-534 5- ABOVE D 15-111 6-2 3 `' 4-8 32.6 0 114 3-014 32.2 0 15-& 114" ,14' -1014 33.10 7-10 33.6 10-0 33.3 t15-6] 114' 10-6 J ADACAP t OF -PC 16.3 ADACAP 114" ° 1 6-3 9 33.6. HriB 10-10 33.3 ADACAP: aj M iiilIIU 134.12ingsumpipm gilli 34.10 8 4-g I 1 TLP ° !! RR MIMENEEM 35.11 \\ao w �° s_>fo��14. 111111=e7M3 I I !immomulimmo z. l M!!!■!IIII!!III I! ° II RIIiminiatarmi_l�I.. ! r ��� :36 14 r 242 :�N 0.36.12 1311 IIMIIIIIII , a R#20 ° I lie 9lwisilok 3-414"x'' . 8- 1-7 5-1 " 3-1 O 0-9 1-'0 *-7 � 1 34.5 0 SWING LNE TO BE ABOVE DUCT/UNDER RAIN LEADER NOT MORE THAN 12'-0 FROM OTHER HEADS 10-0 34.3 BOTTOM ELBOW DRAIN ELBOW 1"DRAIN& .. PLUG [5-111/] 114" 10-0 35.4 ECONN CT TO EXISTIN P PING FOR EXI TING 401 PENDEN HEADS (TYP) 0 6i).536.2 114' 1 114' 0 36.10 37:8 12-714 B#21 , AI7t'3 0��� x +, 7-714 O 37.7. 9-1 37.6 10-0 37.4 10-0 37.1: 0[5-11 3J 114' 6-6 38.2 EXIST. HEIG' (L ADACAP 1 1 1- 1 1- 1 REMOTE HYDRAULIC DESIGN AREA. ORDINARY HAZARD GROUP 2 (PEEKED) .2/1500 SQ. FT. (MERCANTILE) K=5.6 130 SQ, FT. MAX. PER . HEAD. - 16 SPRINKLERS DISCHARGING IN REMOTE AREA �YSTEM DEMAND! 707.0 G.P.M. @ 63,6 P.S.I. @SOURC� 2ND FLOOR FIRE SPRINKLER LAYOUT 1/8"=1'=0" 01 234 5 10 20 SYMBOLS/ABREVIATIONS: ®®® ®® DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. HANGER - EXISTING COUPLING - LINE RESTRAINT (EVERY 41' AND END OF LINES) - NEW COUPLING (VIC009 -YP) - [ - PLUG A 1" DRAIN VALVE (ON MAIN TYP) ErF - FLEX COUPLING (VIC 75 TYP) LATERAL EQ BRACE (25' MAX) LONGITUDINAL EQ BRACE (AT EVERY 30' MAX) [15-61 - CENTERLINE PIPE ELEVATION FIG. 65 BEAM CLAMP -IA FIG. 69 RETAINING STRAP LOCK NUT REQ'D VIEW A -A ALL THREAD ROD ADJUSTABLE RING HANGER REVERSE TOP BEAM CLAMP, ROD, AND RING HANGER DETAIL (TYP) NO SCALE NORTH ROUND ONE BOWLING 2ND FLOOR SOUTH CENTER MALL ❑ Without Comments a As Noted F.n to Per The Attache ti Letter Thi ¢ plans have been reviewed D' The Tukwila Fire Bureau for conformance with current City s3__ r arae. Accepcance is subject. to errors and oil -ions which CO rOt authorize vioiations of adopted s a;a uno ordinances The responsibility for the cc. des on i>} totally with the designer. Adc dc{Fs. '1eletiony, revisions to these drawings after void this .scceptarice and will require a revised drawings for subsequent approval. Fina: acceptance is subject to field test and Inspection by T �:e Tukwila Fire Prevention Bureau. ©ate:y-g- I By: ThK WI "'► FIRE DEPARTMENT Pl 3e cal 206-575- ;O7 and give this Fire Permit. No. /S -S -o `(g - and exact=':L":.t'.;_ f;'.' shut- down or re.-.-fJ)i-Tail- dI KEY PLAN PAID R -3 2015 :--- --..�' 'U �`2'e/ 2 FIRE COMPETENCY FIRE PROCERT�SPRINKKLER SYSTEMS Al Smith 4851-0192-C Level Cosco.Fhe Protection, kw. 0O8COFP'110NIA ■ ■ 1 ma a FIRE SPRINKLER SUBMITTAL PLAN 3-2-15 w Z 0 W DESCRIPTION z z O 314 TOTAL SPRINKLERS = 474 THIS SHEET .: W 0 2 0 2 0 00 ujX - aL� Z CHROME WHITE CHROME QN_ WZ xr.: t23 m wwC Q' 0 m w< 2 0 1- U (+" v% • =t) -0 v) '0 vi z Z . '-- APPROVALS BY: TUKWILA FIRE DEPARTMENT W 0 Z tN NL ]L 0 M NL > `7 > Y > > 1/23 N otic'`% SPRINKLER HEAD LEGEND: VIKING QUICK RESPONSE UPRIGHT VIKING QUICK RESPONSE SEMI RESESSED PENDENT VIKING CONCEALED PENDENT VIKING QR DRY PENDENT A=24" EXISTING 401 PENDENT (TO BE CHANGED OUT TO QR) SIONIA 0 y O O O O £�00 f3 O 000 0 O 000 000 O O O • W 0 rL 0 0 0 z License No: 4308 South 131st Place COSCOFP 110NM co N 0'� o� c 0)• 0 1E • • " 0 0 D N 0 0 0 U Ei 0 0 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE z W z J 0 -<11 LLl w co Q z0Lu =3 � =g O � \ ,4•. � �OC L U z 0 HARD LINSMEIER 816-564-5716 L) 1 N •'O V) w0 li o z z ca m zz 1- F z 0 U DRAWING TITLE FIRE SPRINKLER PLAN DATE: 2-16-15 SCALE: 1 /8"=1'-0" DRAWN BY: MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -1 r =o i EXIST. 100 ) EXISTING A.S. ALL NEW WORK FOR THE FIRST. FLOOR TO BE DINE BY THE LANDLORD ..CONTRACTOR: CROWN FIRE. PROTECTION. IIIIIIllIIiiiIthtiIIlIIIIIIIIIIIIP1 AMMEMMiliEWIMMEN 06 11111111111 OIL T 1 1ST FLOOR PLAN 1/8"=1'=0" 012345 10 O 20 0 L__. / / / / EXISTING A.S. ALL NEW WORK FOR THE FIRST FLOOR TO BE DONE BY THE LANDLORD CONTRACTOR CROWN FIRE PROTECTION. it I II EXIST— — - ELEVATOR L033`r ( 106 ) ELEVATOR 106 PLAN 1 /8"=1'=0" 012345 FIG. 65 BEAM CLAMP FIG. 69 RETAINING STRAP A JA 10 LOCK NUT REQ'D VIEW A -A ALL THREAD ROD ADJUSTABLE RING HANGER REVERSE TOP BEAM CLAMP, ROD, AND RING 20 HANGER DETAIL (TYP) NO SCALE 2ND FLOOR ROOF EXISTING 'IPE TO BE DEMO'D ®® s EXISTING 5" CONTROL, VALVE W/TAMPER EXISTING 5" FLEX COUPLINGS 2ND FLOOR 5X4" CONCENTRIC REDUCER ISI ®—EXISTING 5" GROOVE 90 TURNED 90 DEGREES EXISTING 6X5" WELD REDUCER S. EXISTING 6" ALARIv VALVE 1ST FLOOR EXISTING 5" RISER CUT DOWN FOR NEW 15'-6" CENTER LINE NEW 5X2" MECHANICAL TEE oo N NEW 2" THREADED ANGLE DRAIN VALVE NEW 2" FLEX COUPLING (TYP) EXISTING 4" 1ST FLOOR SYSTEM W/CONTROL VALVE Ln IN CONNECT INTO EXISTING 2" DRAIN o� EXISTING 6" BACK FLOW RISER DEATIL NO SCALE 0 CONCRETE SLAB G.F. FLOOR ABOVE CURTAIN WALL G.C. Y *NOTES* I . INSTALLATION SHALL CONFORM TO N.F.P.A. PhAMPhLET- 13 (2013), AND TUKWILA MRE DEPARTMENT REQUIREMENTS. 2. ALL ADDED MATERIALS .TO BE NEW AND U.L./F.M. APPROVED. 3. PIPE: ALL PIPE 1-1/2" THRU 4" GROOVED LIGHT WALL DYNAFLOW OR EQUAL, 1" TO BE II -READABLE ThINWALL DYNAThREAD OR EQUAL 4. FITTINGS: ALL FITTINGS TO BE THREADED 1" S GROOVED 1-1/2" ThRU 4"._ 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. G. ALL NEW HEAD SPACING TO BE ORDINARY HAZARD GROUP 2 (MERCANTILE) MAX SPACING 130 SQ. FT. MAX. 7. ALL ELECTRICAL WIRING AND CONDUIT IS BY OTHERS. 8. ALL NEW HEADS ARE TO BE QUICK RESPONSE UPRIGHT $ PENDENTS. 9. ALL HANGERS TO HANG TO STEEL OPEN WEB JOISTS. 10. COSCO FIRE PROTECTION ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY EXISTING MRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION. I 1. BUILDING OWNER AND TENANT ARE RESPONSIBLE FOR PROVIDING 40 DEGREE NEAT OR GREATER AT ALL TIMES WHERE WET TYPE FIRE PROTECTION SYSTEMS HAVE BEEN INSTALLED. 1 2. IN TILE CEILINGS HEADS TO BE CHROME RECESSED PENDENT AND IN GYP CEILINGS WHITE CONCEALED PENDENT. BRASS UPRIGHT SPRINKLERS TO BE USED IN ALL OPEN TO STRUCTURE AREAS. 13. ADACAPS USED AT THE END OF GROOVED BRANCH LINES MARKED OUT. 14. A NEW DRAIN IS BEING INSTALLED ABOVE THE EXISTING 5" TAMPERED CONTROL VALVE, AND IS TO BE CONNECTED TO THE EXISTING 2" DRAIN ON THE FIRST FLOOR RISER ROOM. 1 5. NEW 3" CORE NEEDS TO BE MADE TO ACCOMMODATE THE NEW 2" DRAIN TO THE FIRST FLOOR PER 9.3.4 1 6. LINE RESTRAINT TO BE USED EVERY 41' AND AT THE END OF ALL BRANCH LINES. PER 9.3.6.3 AND 9.3.6.6 17. TYPICAL CENTERLINE OF THE NEW SYSTEM IS TO BE 15'-6". OTHER ELEVATIONS MARKED ON PLAN. 18. TYPICAL SPRIG -UP IS 3'-0" AND TYPICAL DROP I5 4'-0". SCOPE: COSCO FIRE PROTECTION 15 ADDING A NEW GRIDDED WET SYSTEM AND DEMOING OUT THE EXISTING WET SYSTEM ON THE SECOND FLOOR ABOVE SEA FOOD CITY FOR A NEW BOWLING ALLEY. — OFFICE — r 9r 1 ISPRENEW.Nnato SNACK BAR FURR DOWN/ SOFFIT (REFER RCP) CEIUNG "CLOUDS", REFER REFLECTED CEIUNG PLANS TYPICAL DROPS 4'-0" EI HAND RAILS B ADDITIONAL UPR GHT COVERAGE 15 =0" AROUND MECH 215 W/0 CEILING. VENDOR TYP. NO UPRIGHT COVERAGE IN NON COMBUSTIBLE BLIND SPACE. BASE AS SCHEDULED TYPICAL DROPS HAVE FLEX DROP BUILDING SECTION AT 2ND FLOOR SCALE: 3/16"=1'-0" EXHAUST HOOD (REFER M AND STRUCTURAL) MILLWORK BY VENDOR- (C.C. TO COORDINATE) SECTION AA 1 /8"=1'=0" ALUMINUM FLOOR TRANSITION (RE.: FLOOR FINISH PLAN) 012345 10 20 AMMO 19 I 6'-5" aim 1111111111111111111111111111111111-1111111111111111111111111111-111I1111�-���1��������� ������ o � , __ ELEV. + 100'-0 EXIST. CONCRETE FLOOR • EXPOSED STRUC-. (PAINT) 11111Astr0.11p1 OVERHEAD MONITORS BY VENDOR (SUPPORT BY o G.C.) VIP ( LL LANE err-TAIN OF 2'-10" WALL TO BACK PINSETTER OSMIC FIX RE BY VENDOR PPORT B b.IC.) TYPICAL SPRIG -UPS 3'-0" JDOR N A" Pi • 1,0` INTERSTITIAL SPACE FILLED COMPLETELY WIT INSULATION POWERED PROJECTOR SCREEN PROVIDED & INSTALLED BY VENDOR VERIFY DISTANCE REQUIRED WITH VENDOR ELEV. + 107'-5" BOT. OF CURTAIN WALL "J" BOX (RE.: ELEC) S SOUND ABSORBING MATERIA Ti. N N i / ANY UNSUPPORTED 1." ARMOVER 2'-0" AND OVER TO HAVE A . HANGER. EXPOSED STRUCT. (PAINT) POWERED PROJECTOR SCREEN PROVIDE POWER RE. ELEC. PAINT TRANSITION UNE ELEV. + 107'-5" BOT. OF CURTAIN WALL ELEV. (+) 101'-5" T.O. BOWUNG LANES \ a `` '1'1'1•.1 INTERSTITIAL SPACE FILLED COMPLETELY WITH INSULATION AS SOUND ABSORBING MATERIALI AMU tOM ELEV. EXIST. CONCRETE FLOOR 100'-0" BLACK CURTAIN AND CURTAIN ROD BY G.C. INFILL JOIST FRAMING & FLOOR DECK BY BOWLING VENDOR. FLOOR FINISH BY G.C. SECTION BB 1 /8"=1'=0" 012345 10 20 UMW ILIIMU UMW UAW BLACK CURTAIN AND CURTAIN ROD BY G.C. BOWLING LANE SURFACE AND TRUSS FRAMING SYSTEM SUPPLIED AND INSTALLED BY BOWUNG VENDOR O w a w x U 0 3- a a -BALL RETURN (BY BOWLING VENDOR) w J -J 1 i PER PLAN — 0 O 0 HANGER PROVIDED ARMOVERS OVER 2'—O" 4'—O" VICFLEX CONCEALED SPRINKLER HEAD FINISHED CEILING ELEVATION ARMOVER DROP DETAIL NO SCALE ANL Ci(e) C:) 4,-0" VICFLEX SPRINKLER HEAD 1 ESCUTCHEON FLEX DROP DETAIL NO SCALE SYMBOLS/ABREVIATIONS: CIO =211 C=I DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. — HANGER — EXISTING COUPLING c)) — LINE RESTRAINT (EVERY 41' AND END OF LINES) — NEW COUPLING (VIC009 TYP) -C — PLUG — 1" DRAIN VALVE (ON MAIN TYP) — FLEX COUPLING (VIC 75 TYP) — LATERAL EQ BRACE (25' MAX) — LONGITUDINAL EQ BRACE (AT EVERY 30' MAX) [15-61 — CENTERLINE PIPE ELEVATION NORTH ROUND ONE BOWLING 2ND FLOOR SOUTH CENTER MALL KEY PLAN prmos agile _La GEi2T'issiGAaorTasa sLos rLamm at cK�sTENaY FIRE PROTECTION SPRINKLER SYSTEMS AI Smith 49614192-C Leve13 Coeoo.FWe ktta. = CO8OOFP11 signature FIRE SPRINKLER SUBMITTAL PLAN 3-2-15 Z 0 F W DESCRIPTION z z sLL z W U LT- O z O H SPRINKLER HEAD LEGEND: APPROVALS BY: TUKWILA FIRE DEPARTMENT N U a in} LIJ Li. 0] Ii! Lt. 7.71 Z 0 • • • • 0000 -0000 00 0000 Q 0 0 0 3 0 0 0 • • • • W 0 a W LL W L1 0 z 0 0 z co 0. d. C .0 D o g v) • co - O M• 1- 0 U r co N • D O cO0 'Y) -45 co sou) a 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE Z CW Lu 0 es 0 Z —7 O Lu Z O 0 O O c: o. '0 4 '0 0 uJ so O W w Z N z J Z O < 2 I— O Fs v) W o Z?< O Z� U 1Q c� O Zz 1- 1 3c 2z 1- z O U DRAWING TITLE FIRE SPRINKLER PLAN DATE: 2-16-15 SCALE: 1/8"=11-0" DRAWN BY: MARTIN TRAICOFF JOB NO. 25S D 6160 SHEET NO. FP -2 FL 11uY TOLCO #1000 'FAST CLAMP' SWAY SWAY BRACE ATTACHMENT Fig. 65 Steel Reversible '!CC Pe Beam Clamp with Lock Nut TYPICAL HANGERS VICINITY MAP Fig. 4A - Longitudinal Brace Fig. 4A - Lateral Brace. TOLCO #4A PIPE CLAMP FOR SWAY BRACING Fig. 25 Surge Restrainier til OJECT TOLCO #980 UNIVERSAL SWIVEL SWAY BRACE ATTACHEMENT SEISMIC ATTACHMENTS rib%kt P%ill ' IIY,. �141rI.T,:K Irx�,SeIlle `,t�. S�{ t'hr':11u11 ��11!7 °aktritttl, r:1 . I'17i•�1 (3r it,l7ltwrr:^�ixl.Kd, ri I:".,• "; I Ilti��ni-Ie�t.iatil .ij rMi by`o LagbI Mnii nrirrlali(,l1 NORDSTROM 0 "tt--47, D J O ma y5___Jr 'MOP! I= NEM BillI Nomdlhar'D ❑ ❑ o o MIE111011111 - fi 111 111 .1. a o o ❑ ❑ u 1 ■ Penney NORDSTROM 00 u u Ji' E L macyt O 0 0 0 0 O 00 O 0 0 O 0 0 0 O 0 O 0• O 0 ' O 0 O 0 O 0 Flg. 828 VFffil/� Beam, truss or &dor Show, with Fig. 936 SIDE VIEW "A" Beam, Wad or girder i 4 E— 4. 928 May pivot in May pivot in -f arty�directlon any dtrectlon `' }3'f J \\ / J /j / Shown with /' Fig. 986 �/ N.– ' SIDE VIEW "B" TOLCO #828 STEEL JOISTS SWAY ATTACHMENT AREA OF WORK r.. 0 - Existing Seafood City (level 1) Future Round 1 (level 2) u II II tr 7 KEY PLAN NO SCALE SCOPE OF WORK RE—ROUTE SRFINKLER PIPING, RELOCATE/ADD SPRINKLERS FOR LANDLORD WORK FOR FUTURE TENANT GENERAL NOTES SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 — 2010 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 1"-2" THREADED PIPING TO BE 'DYNA—THREAD'2/2,GROOVED PIPING TO BE DYNA-FLOW GENERAL LEGEND -M- -D 0 BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. $ E/C c/c C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL -THREAD ROD 6tL 0' Without Comments CI . . As Noted in Red Per The Attached Letter 'hese plans have been reviewed by The Tukwila Fire e vention Bureau- for conformance with current City :dards: Acceptance is subject to errors and 'issions which do not authorize violations of adopted _:n -dards and ordinances. The responsibility for the :.;aequacy of design rests totally with the designer. .,:iditions, deletions or revisions to these drawings after is date will void this ; cce#tance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to'field test and Inspection by The Tukwila Fire Prevention Bureau. Date: /t-io ` I By: TUKWILA FIRE DEPARTMENT Pie :;o. call 206-575-4407 and vP thitfire Permit No. a s� and exact adcin ss for shut- down or restoration approval. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTE John J. Abel 9760.0591 -CG Level 3 rown Fire Protection, Inc. C " • "� P044LL 7 1. tur Expires 1 12/31/14 CROWN FIRE PROTECTION INCORPORA TED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Landlord Work For Future Tenant: 3s-- i ROUND 1 SOUTH CEN TER BLVD. FORMER MERVYN'S BUILDING TUKWILA, WA 98188 DATE: 11/14 DRAWN: C.O. SCALE: NOTED 1 OF 2 15'-2" 18'-1112" t> ; ' 3" is ) 1'-3" SECOND RWfl PENDENT SPRINKLER UPRIGHT AT ELEVATOR MgTOR�" W.DRAI A ON-ACCESSABLE SPAC 001 .nwnas.ronn FIRST FLOOR N I ii I�j I I I ° 1 v4 1y4 e- 1 I® r r I I<�) r Id NE21/2". TEE Ni 1 I 1 LEV i I 14 I ( 1v4 ( 1I4tr TOR [IT Sl RINKLER I d : I Rli-R0 ED 2-1/2 CROLSMA N 1 1 1Y4 / KEY PLAN RECONNECT EXISµ G SPRINKLERS TO MAINTAIN Copt! COVERAGE 4.4 / (;24---L W14 1ix4 NON IRON • EL'ATOR ACHRMCON Elevator Control Room WF I BEAM 0- 0 0 UP Stair 1 /'\ E.1 -ice --i rF4 Existing Service Area Service Elevator RE-ROUTE SPRINKLER IPIPING AS REQUIRED TO CLEAR NEWLEVATOR FE -SPACE SPRINKLERS. / ADD PIT SPRINKLER PER N PARTIAL FIRST FLOOR SPRINKLER PIPING PLAN SCALE: 1/8" = 1'—O" I I I I I I I 1 0 4' 8' NOTE: SCOPE OF WORK Fobil THIS PROJECT IS PREPARATION OF SPACE FOR FUTURE TENANT 'ROUND 1'. ALL TENANT WORK INCLUDINGDROP CEILING SPRINKLERS, ESCALATOR WATER CURTAIN, IF REQUIRED, TO BE PROVIDED ON rUTURE SUBMITTAL, NOT IN THIS CONTRACT PARTIAL FIRST FLOOR SPRINKLER PIPING PLAN ,1J SCALE: 1/8" = 1'-0" 1 1 1 1 1 1 1 1 0 4' 8' 16' 24' SPRINKLERS - PROJECT TOTALS 16' 24' SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE NPT K -FACT. HEAD FINISH PLATE FINISH TEMP. QUAN. RELIABLE QUICK RESP UPRIGHT F1FR56 0 0 R1425 1/2" 1/2" 5.6 BRASS N.A. 155° 8 RELIABLE QUICK RESP SIDEWALL F1FR56 N R1435 1/2" 1/2" 5.6 BRASS N.A. 155° 2 RELIABLE QUICK RESP RECESSED PENDENT F1FR56 o R1414 1/2" 1/2" 5.6 CHR CHR 155° 1 TOTAL SPRINKLERS = 1 1 PA #13 \l RAN.CMLINE FOR EI}EVATOR Passe ger of Elev for 1 Qin U. to below 114 ®---- 1Y4 H *h- 11) H 1 - VIII 1 I III I II I III III III IIL DN. DN. L1 SECOND FLOOR SPRINKLER PIPING PLAN SCALE: 1/8" = 1'—O" 0 4' 8' 16' 24' H DN. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTE John J. Abel 9760 -0591 -CG Level 3 Crown Fire Protection, Inc. 0.O FP144L .gneture 1.,'w -la n. 'w, rmm=m-A IN M ---->w•. °. la .C.1 ,. CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Landlord Work For Future Tenant: ROUND 1 2331 -+ SOU TH CEN TER BLVD. FORMER MERVYN'S BUILDING TUKWILA, WA 98188 PAID Noir f; 2014 TUKWILA FIRE �2�3f6 igfv U DATE: 11/14 DRAWN: C.O. SCALE: NOTED 2 OF 2