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PP - 301 STRANDER BLVD - TARGET - PERMITS AND PLANS
301 STRANDER BLVD ASSOCIATED PERMITS 11-5-187 2000-22 11-5-178 91-223 18-F-012 15-F-157 15-F-134 12-F-234 11-F-120 03-F-066 91-F-332 18-S-013 11-5-100 07-5-109 03-5-199 03-5-012 99-5-163 94-S-225 91-5-302 91-205 900032 889-203 D17-0277 D17-0245 D15-0222 M17-0125 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 max. pauel,r 60 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.: Site Address: q % 57--/2/94:1#W gL'' Suite Number: Floor: "ti -t- r Tenant Name: Z4/Z, c /J New Tenant? ❑ - Yes El- No Property Owner's Name: /AI ZG 67-7— Mailing !Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Company Name: F(1 -2.S t- -' w : �► — Mailing Address: -r-&vn (LI t' Se VVdA' ,55a,41 City State Zip E-mail Address: c-re-i.i-• cam. ct,eos-.c Fax Number: (21- 1.3 S : 1'3 Name: Day Telephone: (2- f3 ) S"4 3 — V2-4. b Valuation of Project (contractor's bid price): $/C31 Scope of Work (please provide detailed information): d' k v‘"‘ o 3S S P 11-41V-kt. 461= -112511.42 - 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: .4009."°° Date: '&-'7V/ Print Name: / C/ZA�G, �' /-1/' - Day Telephone: es -3- Zo2. 70 f 3 Plan Permit App.doc 5/14/10 TFD FP Form 8 • Date: 1/3/18 Tukwila Fire Department OPERATIONAL PERMIT 1-18 By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Skanska USA located at 301 Strander Blvd. having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To conduct hot work per Chapter 35 of International Fire Code 105.6.23. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Life of the Project - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of nremises shall require a new nermit Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 /-3-R- TUKWILA FIRE DEPARTMENT OPERATIONAL PERMIT APPLICATION PER INTERNATIONAL FIRE CODE, SECTION 105, OPERATIONAL PERMIT(S) ARE REQUIRED FOR ANY PERSON, FIRE OR CORPORATION TO USE A BUILDING OR PREMISE OR ENGAGE IN ANY ACTIVITIES FOR ANY OF THE FOLLOWING PURPOSES LISTED BELOW: O O O O () O O () To use, store or handle flammable or combustible liquids. (I.F.C. 105.6.16, Ch. 57) To store, transport on site, dispense, use or handle hazardous materials. (I.F.C. 105.6.20, table #105.6.20, Ch. 50) To store and use LP -gas and operate cargo tankers that transport LP -gas. (IFC 105.6.27, Ch. 61) To operate repair garages and automotive, marine and fleet motor fuel -dispensing facilities. (I.F.C. 105.6.39, Ch. 23) To operate a place of assembly. (I.F.C. 105.6.34, Ch. 10)) To conduct hot work. (I.F.C. 105.6.23, Ch. 35) To conduct a spraying or dipping operation utilizing flammable or combustible liquids or the application of combustible powders. (I.F.C. 105.6.41, Ch. 24) To use any building or portion thereof exceeding 500 sq. ft. for high -piled combustible storage. (I.F.C. 105.6.22, Ch: 32) To store, transport on site, dispense, use or handle at normal temperatures and pressures compressed gases in excess of the amounts listed in Table #105.6.8. (I.F.C. 105.6.8, Ch. 53) ( ) To erect or operate a tent or air -supported temporary membrane structure having an area in excess of 400 square feet, or any canopy in excess of 700 square feet. (I.F.C. 105.6.43, Ch. 24) ( ) .J/47e//e h/,. i'P q� 2-660- 5/9 2 - 4')' 9`' 9%d°/Piu titan/ /0// 266) P 37 - 4W5— APPLICATION IS HEREBY MADE BY THE UNDERSIGNED FOR A PERMIT TO (USE, INSTALL, CONDUCT) IN OR ON THE FOLLOWING PREMISES: Business Name: tri -47,4 a, LAI? Address: o/ (h7-4 9 c P 'p WITHIN 30 DAYS, THIS APPLICATION AND YOUR CHECK PAYABLE TO THE TUKWILA FIRE DEPARTMENT IN THE AMOUNT OF $ /s n 'p0, MUST BE RETURNED TO THE TUKWILA FIRE MARSHAL'S OFFICE, 6300 SOUTHCENTER BLVD., #209, TUKWILA, WASHINGTON, 98188. 4/it i# Operational Permit App.doc Rev. 3/7/14 T.F.D. FORM F.P. 6 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �� 67—/24ile— Type of Inspection: 21frjr___ Address:,_,Contact Suite #: 6 ( %(1..4-*JP---12- Person: SpecialInstructions: Monitor: --ri 6-7- Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Fi lam- f... rijp citO �:�i�2�/cc�s (� - wr 7 !� •9�-!J Needs Shift Inspection: YE' ? Date: 5723/r r Sprinklers: y e ¶ Fire Alarm: lle3 Hood & Duct: `-' Monitor: --ri 6-7- f5-ifavt/?1 2.- Pre -Fire: n/ -t%S Permits: Occupancy Type: Inspector: ,FM c Date: 5723/r r firs.: j $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.IF.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Ull--- /TW Type of Inspection: Address:_� Suite #: l $77219i..)bi Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. .) _orrections required prior to approval. COMMENTS: Sprinklers: e -e5 Fire Alarm: \-,(,eS /DO f itt7Q6 Foo f �WOdQ ,q��� 7e �✓�iZ` 70SrllY.1 p2�'vYtE �77�i - 7),NA-PppgAm.vr- Permits: Occupancy Type: G" kf ts am s t v-- Needs Shift Inspection:.. -e- Sprinklers: e -e5 Fire Alarm: \-,(,eS Hood & Duct: ,-- Monitor: 7 S piA.A4 Pre -Fire: t Lc c) S Permits: Occupancy Type: G" Inspector: 1-74,15-4-- Date: 57Z3/,' Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECOR[O Retain a copy with permit INSPECTION NUMBER `)n- OZ -21 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type / /17,2- of Inspection: ZAte-- Address: Suite #: J/ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: li►� �r.G� /�.'i- ��!►���`'`J /wc r`2"."1-“? ✓ ktO gAc,-45 e. -A/ Cieh) WO7 tzirs /A4 _e4-17 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:` »73 Date: o wl Hrs.: /16 i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 v 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: -- / -'7' Type of Iffspection: PM Address: Suite #: (V/ S' Contact Person: Special Instructions: Phone No.: [Approved per applicable codes. COMMENTS: riCorrections required prior to approval. frr-- 141'4- /jvl fa-,.,4-puedieri /A' ,'* fe/ 2- ic-o-At)/7I,(S w/ //t-4G'a,e4---f i firs Needs Shift Inspection: ya Sprinklers: iM Fire Alarm: .e( Hood & Duct: y.,4Monitor: —�Pre-Fire: Permits: Occupancy Type: ftf i Inspector: / q Date: f%i/6//g IHrs.: VOA,-; /Ltrev- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.IF. D. Form F.P. 113 INSPECTION RECOR Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:, I tscTI-efr— Type of Inspection: /1/4 Address. Suite #: �-65 r Contact a son: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7277( ,ET-( /z- _5r)cotc'� ,9zC—.a..yd11eai4e‘f S/>ryL down ��G15 �it�.�l �.t.�ccoz-t_ No&vp 647z 40-7 d/.erice Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors 1L- 5 Date: 7/7% 8 Hrs.: *) itivAJ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i- INSPECTION RECOR Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,---- Sprinklers: Type of It,er � pect�on: Address: Suite #: 'O ( 5772 jv `�Z_ Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. vrc' /Ars, c -717 --os ��`o� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: IZ, fr").1 l Date: wbp g Hrs.: Mfr( M« $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD / -S - e13 Retain a copy with permit Digi— a2VS— PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project„---- Y Type of Inspectioni� Address:,..),.,Contact Suite #: 3oi Der Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Y Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Ra/eb AteD / /0.41re, a 7'=t'r1 /ze ,,i74,1-- ..._____ __. /.¢-1-a �/ X.4-11 w 5/ori��� ec - /Ve •i2� Clo Are- , ,W%( kro /1/e79125- 70 4tvve. G(oe,e o "'a.4- - Ar_ /7 _ - A % %ti Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / / Inspector: `%y i 61? Date: f71// g Hrs.: 7 7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD %g Retain a copy with permit D►1-o 2-V5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project— �r Sprinklers: Inspe i Type of on: /2 gid Address: Suite #: 37( 6.77 .O( Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Oeice- i ei4 /11144/ o %ate 7 ae/j,. 7 A✓,,`z moireATS - PATS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: i_ //1_7 Date: f/311 g Hrs.: /. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 /___,-/9(11j Project:Type Sprinklers: Fire Alarm: of Inspection: Address: Suite #: Jo / -. S-� „d a'r Contact Person: Special Instructions: Phone No.: ji,ek per applicable codes. Corrections required prior to approval. COMMENTS: L f r -C /ivy QeAi / '?teeSd 4d4 e61-1,,&€,/ —Pis Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ' , n5--,3 Date: 3/Z 7 /( Hrs.: 'Z.. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR[ Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project�A ( UlV"/L%,Q Sprinklers: Yr S Type of Inspection: .4- Address:,,,,II Suite #: � � � ��W't'✓ Contact Person: R- Arv,v1 sp-2g- Drvt � c Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Yr S /9 a /7 UPI Z-- bt-V1 6 6.-S (' 7y7,e186-s) /4913-eve-- /VE1-1) f) p 33S/f'J aez-yiA a ceive r? -eq -07 C & Duct: v .1)4 /5 Pei) ,,c7- etv s• I-6-- w/ R- Arv,v1 sp-2g- Drvt � c Monitor: 67 ' P% DW( a'us/7r Pri-/a4-- 73 /.•/fl -- Permits: Needs Shift Inspection: \f Sprinklers: Yr S Hrs.: I Fire Alarm: & Duct: �j; C7 (/AJ/f1l&)Hood Monitor: Pre -Fire: Permits: Occupancy Type: 44 7 Inspector:j-y 571- Date: �i2g4/ g Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER /8P-5 -o1 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /977 et- Type of Inspection: Address:-,/ Suite #: J ,5772A -v' , Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 6/L Govt th- At T 110, /4.G r Permits: Occupancy Type: /f/E'j 4ctir'4) CA,i{u,- - fOriori , iee- -- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ' Mis--3? Date: 8/2,..7//s Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 02- /8 -5-- 0/3 2/8-$-c/3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,e, Type of Inspection: COVar Address: Suite #: 33 I 5-71(143-r.bar' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. orrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: .— (a'&'- - i/i*5 APG-Yevs t Pre -Fire: Cove -,e- /. ,- ' 4.0 G✓,iS /wr)6/W pry vc -fa C v a.%- / 6)ec--,01/4, -{,% -. tie 4E. CA � A C k) 9-7(-6-77.o /tteih* c2.19 CO )9 (a- 04.2 - — yam- ( e7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ‘73 Date: 3/2.,.z.4 a Hrs.: /. a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with per 't INSPECTION NUMBER \ C.) /5", PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: f /i41,04- Type of Inspe .on: r 4 Address: Suite #: 30/ 7eab'd v Contact Pe son: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. /ext, toid 2_ wee4) //A Fi /474./a( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ----.04K__,`� f,,s7 Date: /b/ //$ Hrs.: /. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.,D. Form F.P. 113 'INSPECTION RECORD Retain a copy with permit '1 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: IctiLer...* Type of Inspection: S QA V -e_. Address: 36 1 '1"if-era.ti -Cl Suite #: Con act Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5p coV� - a« Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (g,.._ Date: qh441 1c, ---T Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 December 4, 1989 Mr. Steve Adamson Cosco Fire Protection Division Zurn Industries, Inc. 10910 - 117th Place Northeast Kirkland, Washington 98033 Re: Dear Mr. Adamson: DISTRICT OFFICE 200 First Avenue, West Seattle, Wash. 98119 Tel. (206) 282-4141 DAYTON HUDSON CORPORATION Target Store Tukwila, Washington Loc. I. D.: 806479/921117 Sprinkler Plans This is to confirm receipt and review of the sprinkler plans pages 1 through 6 of 6, and hydraulic calculations, dated November 10, 1989, your Job No. SW 362. It is understood that this project is a standard Target in that it is broken down into three areas, these being the Sales Area, Stock Room and Snack Bar/Customer Service Area. The following is a breakdown of the density and water demand for each of these areas: Sales Area Designed with a density of .16 gpm/ft2 (6.5 L/Min/m2) over an area of application of 3000 ft2 (279 m2) . The water demand for this area is 799.4 gpm (3022 L/Min) at 109.9 psi (7.6 bars) with a hose allowance of 250 gpm (945 L/Min). Stock Room Designed with a density of .33 gpm/ft2 (13.4 L/Min/m2) over an area of application of 4000 ft2 (372 m2). The water demand for this system is 1987.8 gpm (7514 L/Min) at 115.1 psi (7.9 bars) with a hose allowance of 500 gpm (1890 L/Min). Snack Bar/Customer Service Designed with a density of .10 gpm/ft2 (4.1 L/Min/m2) over an area of application of 3000 ft2 (279 m2). The water demand for this area is 975.7 gpm (3688 L/Min) at 38.5 psi (2.7 bars) with a hose allowance of 250 gpm (945 L/Min). This review was made for property insurance purposes only. The information contained herein is not meant to imply that every possible hazard has been identified, or that no other hazards exist. IRI specifically disclaims any warranty, or representation that compliance with any advice contained herein will make any premises or operations safe or heakhful, or in compliance with any law, rule, or regulation. N-366 Rev. 6/81 Mr. Steve Adamson Page Two December 4, 1989 All of these systems are designed on a wet pipe sprinkler system. We find these plans acceptable to this Association for our insurance purposes subject to the provision of placards on all sprinkler risers indicating the hydraulic design criteria, receipt of the completed hydrostatic test certificate and field review by one of our representatives. Per your request, we are returning to you four stamped copies of the drawings and one stamped copy of the hydraulic calculations. Best regards, INDUSTRIAL RISK INSURERS Gam- 50A44,1)1, Brian K. Goodman Supervisor -District Loss Prevention BKG:sc cc: Ms. Karen Doolittle Dayton Hudson Corp. 777 Nicollet Mall Minneapolis, MN 55402 Mr. Tim L. Brown Rollins Burdick Hunter of MN., Inc. 45 South 7th Street Minneapolis, MN 55402 Mr. Mark Anderson Target Stores 33 South 6th Street Minneapolis, MN 55440-1392 SPRINKLER SYSTEM HYDRAULIC ANALYSIS. v.'16, _.1989 _E: SALES AREA GRID - REMOTE AREA "SUFPLY DATA STATIC PRESS. (PSI) REBID. PRESS. (PSI) 147.0 17;0.0 FLOW (CPM) AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 767.0 146.0 AGGREGATE FLOW Ai•!AL...YS I S TOTAL TOTAL OTHER TOTAL. RECD ' D PRESS. (PSI) 771.6 104.3 NOTICE SUBJECT TO FIELD INSPECTION OF THE COM- PLETED INSTALLATION, AND CONTRACTOR'S SUBMISSION OF CERTIFICATION OF REQUIRED FLUSHING AND HYDROSTATIC TESTS. FLOW AT SOURCE HOSE STREAM ALLOWANCE AT SOURCE HOSE STREAM ALLOWANCES •. DISCHARGE FROG ACTIVE SPRINKLERS NODE ANALYSIS DATA 18 19 20 21 22 23 • 24 25 26 27 28 • 29 30 31 .3? 34 ELEVATION (FT) 14.r. if i L.. 0 14.0 14.0 14.0 14.0 14.8 14.8 14.0 14.0 14.0 14.0 14..0 14.0 1.4.0 14.8 14.6 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.8 14.8 14.0 14.0 14.0 14.0 14.8 14.8 nAm flid Is t _TION SHOWN AND T) ( TO COMMENTS NODE TYPE PR 771.6 GPM 150.0 GPM 100.0 GPM 521.6 GPM ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON __ __ ❑IgREPN, 15.. DATE - 5.47 F(= 5.47 V= 5.47 F•::= 5.47 I= 5.47 I.= 5.47 k:= 5.47 P= 5.47 f= 5.47 V= 5.47 K= 5.47 F= 5.47 I= 5.47 I.= 5.47 5.47 K= 5.47 K= 5.47 K= 5.47 k= 5.47 I'= 5.47 = 5.47 F'= 5.47 12 ..1 12._ 12.4 12.9 14.5 26.4 33.0 15.2 13.3 12.6 12.4 12.5 13.1 14.6 26.8 33.3 15.5 13.6 12.9 12.7 12.8 13.4 15.0 27.7 34.0 21.7 20.9 20.8 21.0 29.3 34.9 LETTER OF DEC 4 . Y t � (!< 19.. 19.E 19.2 19.7 20.8 21.4 20.0 19.4 19.- 19.3 • 19.8 20.9 21.5 20.2 19.6 19.5 19.6 20.0 21.2 25.5 25.0 24.9 25.1 SPR I NK.:LER.YSTEM HYDRAULIC ANALYSTS Date: Nov 36. 1989 JOB 1:TLF�: SALES AREA GRID - REMOTE AREA WATER 'SUPPLY DATA SOURCE' STATIC RES I O . • FLOW: AVAR:L... TOTAL. F EC:!' t) NODE PRESS. PRESS . @ F'E;ES;S . DEMAND' ••• TAG tF5L (;:.ST... (CPi1) (PSI) iSF'f1) (P51). o -147.0 130 0 3667.0 146,0 771.6. AGGREGATE FLOW FNAL..Y.31 S TOTAL..: FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL._ DISCHARGE FROM ACTIVE SF'RTNKLE ESS NOTE 4.NALYSIS DATA NODE TAG ELEVATION (FT) 14.8 J4-0 4 1.4.0 14.0 6 14.0 7 14.0 8 14.0 9 1.4.8 10 1.4,8 11 14.0 12 14..0 13 14.0 14 14.0 15 14.0 16 14.0 17 14.0 1.8 14.8 19 14.8 20 14.0 21 14.0 22 14.0 23 1.4.0 24 14.0 25 14.0 26 14.0 27 14.8 28 14.8 29 14.0 30 14.0 31 14.0 3, 7 14.0 �_+ 14.8 14.8 NODE TYPE ...4 7 ,' 1......, 5. 4 7 • K= 5.47 K= 5.47 • K:== 5.47 1- 5.47 K= 5.47 t= 5.47 k:- 5.47 5.47 KK:= 5.47 k= 5.47 771.6 CPM 150.0 GPM 100.0 GFtl 521.6 GPM PRESSURE DISCHARGE. (PSTJ. (GPM) ',5 19. 12.3 19.Y 12.4 19.2 12.9 19.7 14.5 20.8 26,4 - - %3.0 - - 15.2 21.4 13.3 20.0 1.7.6 19.4 12.4 19.7 ).2.5 19. 1.3.1 19.8 1.4.6 20.9 26.8 K= 5.47 15.5 21.5 F= 5.47 K= 5.47 f= 5.47 K= 5.47 I..= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 1<= .5.47 13.6 20.2 12.9 19.6 12.7 1.9.5 19.6 13.4 20.0 15.0 21.2 27.7 - - 34.0 - - '1.7 25.5 20.9 25.0 2a.8 24.9. 1..( 25.1 29.3 - _.. - 34.9 - .SP. NK:LER :SYSTEM HYDRAULIC .ANALYSIS-:.: JOB TITLE: SALES AREA 'GRID REMOTE AREA NODE ANALYSIS DATA (cont. ` d ) NODE TA(3 EL_EVA T I ON (ET) PRESSURE (PSI) 4.B 37 14.8 38 14.8 14.8 40 14.8 41 14.8 42 14.8 43 14.8 44 14.8 45 14.8 46 14.8 47 14.8 48 14.8 49 14.8 50 14.8 51 14.8 14.8 it. .8 57 14.8 .8 14.8 59 14.8 60 14.8 61 14.8 62 14.8 63 14.8 64 14.8 65 14.8 66 14.8 67 14.8 68 14.8 69 14.8 70 1.0 71 1.0 72 1.0 74 -3.0 A 14.8 14.8 0 -3.0 31.4 35.9 37 35.0 38.1 36.6 39.4 38.1 40.6 39.4 42.0 40.7 41.8 44.8 42.9 46.3 43.8 4y 4 7 4 5' ' , 6 49.7 45.3 51.5 45.9 53.6 46.3 55.8 46.5 58.2 46.7 60.9 46.7 61.9 84.8 95.3 95.3 100.3 102.1. 103.8 26.4 32.8 104.3 HOSE STREAM. HOSE STREAM SOURCE SPR I NKLEf SYSTEM HYDRAULIC A 1 LVS 1S" JOB TITLE.: SALES AREA GRID - REMOTE AREA F•IPE: DATA PIPE TAG END ELEV. NODES (FT) Pipe: 1 14.8 14,0 Pi. ).et. Q(eF`=1) DiA(IN) PT DI&;. VES.:(FPS) HW(C) (PST) (GPM) .iFT 14.0 1.4.0 Pipe: 3 14.0 14.0 5. 0 .0 45.1. 1 „3' Page 3 LENGTH PRFSS. (.FT);..: SUM. (PSI) 72.7 1 n 442 PL 54.00 PF 14.3 120 FTG T PE 0.301 TL 60.00 PV 51.4. 1.442 Ft.. 1:5_4 1: 3 10.1. 120 FTG 13.2 1.9.9 0.158 TL• Pi f;e 4 14.0 14.0 18.0 0.3 1.4 2.00 PF 1:.9 - - PE 0.0 12.00 PV 0.7 31.5 1.442 PL 12.00 5.5 17.2 19.9 6.2 120 FTG r- 5.5 12.5 19.3 0.064 Tl... 10 1 10 1.1 Pipe: 5 14.0 1.4 . { 14 e 12.3 1.2 . <, 1i, .. M. n 19.2 1.92 12.2 1.442 Pt... •2.4 120 FTG PF 0,8 PE 0.0 PV 0.3 12.00 PF" 0.1 PE 0.0 12.00 PV 0,0 • -7.0 1...442 PL 2,0( PF 1.4: 1.2_:} F T� - PE 0. i,t•`)4. 1 L• 1 2.01') P l 0.0 0.0 ;7.0 6 -"`ice.2 1.442 -.PL. • t2=:00..F'i 0.5 14.0'5.`'i 12r4 19.2 5,2 120- FTG 14.0 5.S 12.9 19.7 0.046 TL 12,00- PV 0.2 Pipe: 7 -45.9 1.442 PL 1.x.00 PF 1.5 14.0 S . 5 1.2.9 15.7 9.0 120 FTG -4- - - PE 0.0 14.0 5.5 14.5 20.8 0.128 TL 12.00 PV 0.5 Pipe: 8 14.0 14.8 Pipe: 9 14.8 14.8 5 . 5 0.0 -66.7 1.447' PL 42.00 PF 1.2.3 14.5 20.8 13.1. 120 FTS T PE 0.3 26.4 0.0 0.256 TL 48.00 PV 1.2 0.0 3.3.0 0.0 32.8 122.7 3.260 PL 10.00 PF > 0,1 0.0 4.7 120 FTG --=--,-- PE 0.0 0.0 0.015 TL 10.00 PV 0.1 P i pe : 10 72.8 1.442 PL 54.00 PF 18.1 14.8 0.0 33.0 0.0 14.3 120 FTEi T PE 0.3 14.0 5.5 15.2 21.4 0.301 TL.' 60.00 PV 1.4 Pipe: 11 11 14.0 5.5 12 14.0 5.5 51.4 1.442 PL 12.00 PF 1.9 15.2 21.4 10.1 120 FTG ----- PE 0.0 13.3 20.0 0.158 TL 12.00 PV 0.7 Pipe: 12 31.4 1.442 PL 12.00 PF 0.8 12 14.0 5.5 13.3 20.0 6.2 120 FTG PE 0.0 13 14.0 5.5 12.6 19.4 0.064 TL. 12.00 PV . 0.3 Pipe: 1 13 14.0 14 14.0 5.5 12.0 1.442 PL 12.00 PF 0.1 12.6 1 9.4 2.4 J .0 FIG ----- PE 0.0 12.4 19.3 0.011 TL :.52.00 PV 0.0 SPRINKLER NKLER SYSTEM HYt)RAUL I C ANA 3013 TITLE: SALES AREA GRID PIPE DATA (cont'd) P1.PF ; TAB; END • ELEV. N0Z NODE'S. (FT) (K 14 15 16 16 17 17 16 P i p 14 14.0 14.0 Pipe: 15 14.0 1.4.0 Pipe: REMOTE AREA \ss' Zs.:. O(GPM) DIA(IN) PT_ 1):(SC. VEL(FPS) HW(C) (PSI) (GPM) F.L./FT LENGTH tFr) 5 .'5 12.4 1. 9 . ' :1 . 4 120 -FTG • -19,3• 0 , 004 TL 5.5 0.0 Pae 4 PRESS -SUM. ( I). 12.00 PF 0.1 PE 0.0 PV 0.0 .. -26.6 1.442 PL. :2.00 F'F 12.5 19.3 5.2 120 FTE. - .F'E 1:.1 19.8 0.047 TL. 12.00 PV. 16 -46.4 1.442 PL 14.0 5.5 13.1 19.8 9.1 120 FTC 14.0 5.5 14.6 20.9 0.131 Th 0.6 .0 0.2 12.00 PF 1.6 PE 0.0 12.00 PV 0.6 2e:; 17 -67.7J. 1.442 Pi.... 47.2.0<: 14.0 5.5 14.6 20.9 13.2 120 FTG 7 14.8 0.0 26.8 0.0 0.261 TL. 48.00 Pipe: 1.16.7 14.8 0.0 26.8 0.0 t.5 14.S 0.0 6 tt 0.0 PL 120 .FTG. ;-' ] u€ :` IT 195.4 ..r: tat„) 1-'1...: 19 14.8 0.0 33.7.0.0 7.5 120 FTG 1.t) 14.8 0.0 33.0 0.0 0.035 TL 11.00 10.00 PF PE PV F'F PE PV 0.4 0.0 0.4 Pipe: 20 72.9 1.442 F'L 54.00 `' PF 18.2 19 14.8 00 33.3 0.0 14.E 120 FTG T PE 0.3 70 14.0 5.5 15.5 21.5 0.7.03 TL &0.00 PV 1.4 Pipe: 21 20 14.0 21 14.0 5.0 5.5 51.4 1.442 PL 12.00 PF 1.9 15.5 21.5 10.1 120 FTG . - PE 0.0 13.6 20.2 0.156 II ._ 12.00 PV 0.7 Pipe: 2^ 31.2 1 .442 PL 12.00 FF 0.8 21 14.0 5 . r 13.6 20.2 6.1 1.20 FTG " PE 0.0 22 14.0 5.5 12.9 19.6 0.063 TL 12.00 PV0.3 Pipe: 2 11.6 1.442 F'L. 12.00 PF 22 14.0 5.5, 12.9 19.6 2.3 120 FTG _-- PE 23 14.0 5.5 12.7 19.5 0.010 TL 12.00 PV Pipe: 24 23 14.0 5.5 12.7 19.5 24 14.0 5.5 12.8 19.6 24 •11Cr •...I 26 Pipe: 25 14 14.0 Pipe: 26 14.0 14.0 5, 5 5..k.J 0,0 -7.9 1.442 PL 12.00 PF 1.6 120 ;F'T8 -- PE 0.005 TL 12.00 PV -27.5 1.442 PL. 12.00 PF 12.8 19.6 5.4 120 FTG ---- PE 13.4 20.0 0.050 TL 12.00 PV 0.6 0.0 0.2 -47.5 1.442 PL 12.00 PF 1.6 13.4 ' 0.0 9.7, 120 FTG PE 0.0 15.0 21.'2 0.1:37 TL 12.00 PV t'3.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS SALES AREA GRID - REMOTE AREA (cont' d) PIPE TAG CI(GPM) DIA(IN) END ELEV. NOL. . PT ` DISC. VEL (FPS) HW(C) NODES (FT) (K) (P81) (GPM) F L ,. /FT Pipe. 28 27 14.8 18 14.8, 0.0 27.7 0.0 26.8 Pipe: 29 28 14.8 0.0 19 14.8 0.0 F sped 28 14.8 29 14.0 29 30 30 31 3.1 • 1.4.0. 1.4.0 Pier. 32 14.0 1.84.0 0.) 10.13 0.0 ENGTH (FT) PRESS. (PSI) PL 42.00 PF FTG T PE TL 48 .'00 PV 2.635 P1.. 120 FTG 0.089 TL 10..00 PF. ...�. PE f0.00 PV 268.4 3.260 PL 10.00 34.0 0.0 10.3 120 FTG 33.3 (r1n0 0.063 TL 10,00 0.0 'ti4.0 5.5 21.7 5. 21.7 .. 20„9 i 5.5 0.5 59.7 .1;442 PL.• 54.00 0.'0 11.' 120 FTG T 25.5. 0.209 TL 60.00 ,�., `:r : PF PE PV 17.0 0.3 1 .:. 0.9 4) 8 0.6 0.0 0.7 PF 12.6 PE 0.3 PV 0.9 34.2. 1.442 P€ 20 F T8 ___-. 'F 25.0 • ().4i7 i • t._ 1 rt)(,). PV. 9 . 1.442 F: L. 12.00 PF 20.9 25.0 1.8 120 FTG PE 20.8 '24.9 0.007 TL 12.00 PV Pipe: 33 31 14.0 5.5 20.8 32 14.0 5.5 21.0 Fiipe: 34 3 14.0 L' 14.8 33 27 35 35 36 . F'i pe : 000 0.6 14.8 ' 0.0. 14.8 0.0 Pipet 36 14.8 14.8 Pipe: 37 14.8 14.8 Pipe: 38 14.8 14.8 Pipe: `,9 14.8 14.8 21.0 29.3 0.9 0.0 O 1 0■0. 0.0 15.7 ' 1.442 PL :.12.00 PF 0.2 24.9 3.1 120 FTG - PE 0.0 75.1 0.01.8 TL 12.00 .PV 0.1 --40.7 1.442 PL .1 8.0 120 FTG 0.0 .,0.103 TL 252.7 29.3 0.0 14.9 27.7 0.0 0.0 34.9 0.0 34. ) 2.635 120 0.160 78.00 PF T PE 84.00 PV PL 10.00 FTG -�--- TL 10.00 328.1 .. 260 PL 10.00 0.0 _ 12.6 120 FTG 0.0 0.092 TL 10.00 16.5 1.442 PL 168.00 0.0 34.9 0.0 3.2 120 FTG 2T 0.0 31.4 0.0 0.019 TL 180.00 0.0 31.4 0.0 :9.7 0.0 0.c; 35.9 34.9 PF PE PV 8.7 0.3 0,4 1.6 0.0 1.5 293 .4 2.635 PL 10.00 ' PF 0.0 . 17 120 FTG - PE 0.0 0.211 TL 10.00 PV 0.0 0.0 344.6 3.260 PL. 10.00 13.2 120 FTG 0.101 TL 10..00 PF PE PV 1.0 0.0 1.2 JOB TITLE: PIPE DATA PIPE TAG ENI? ELEV.,", ;Noz . NODES (FT) (fe) fP I NKLEf SVT `M HYi)RA1LIC A ALES :°AREA RID - REMOTE AREA (cont' d) 40 14.8 0.0 :14.8 7.t Pipe: 41 14.8 14.8 Pipe: 42 14.8 14.8, 39 37 ALYSI c(8PM) DiAf TIii) LENPF ESS- PT iia ,SC- VEL. (FPS) HW(C) (P81 t 8FM' F L r'F'i ..(p81) 1 Rib. 0.•... 1.442 PL .16$, ••00.:....-....T17.-.. . 26 t'r.0i• f::s 120 FTG T. 2.,FF0.t :0.,,,0-... 0.014 •TL. i. 0..00 •PV •, `0. 1 276..9 2.635 PL.'• .10.00 PF 1.9.. . 0 33..3 0.0 46.3. •1..'0 FTG .,, -- PES 0.0 °0.0• 31-4 0...0 0.190 'TL 1o.00 F::V "1 .8 358.6 7.260 PL $0.00 PF 0.0 37.0 0.0 13.8 120 FTG .... - PE 0.0 0.0 35.9 0.0 0.108 TL 1 .00 PV : " 1.:'_. 12.:1 442 P1,; 16E41,00 PF 1.9 1.4 .8 _ ,0 7.0 0.0 2.4 120 FIG 2T PE 0.0 14 8 0.0 35.0 0.0 0.011 TL 180.00 PV 0.0 44 14.8 14.8 45 14.8 14.3 Pi pe: 46 14.8 14.8 Pipe. 47 14.8 14.8 Pipe= 48. 42 14.8 40 14.8 'ipe: 49 14.8 14.8 Pipe: 50 14.8 14.8 Pipes 51 44 14.8 42 14.8 Pipe: 52 44 14.8 45 14.8 262.9 2.635 P3_. 10,00 PF 1.7•' !).0••• • i t'r•�:r." 15 .5• • 1:2.0 F.7$ .:,,w_ PF ::r.tis 33.3-• 0.0 0.172 TL 1.0.00 "PY 1.. c, 0. 3-.260 PL.. 0..0 38.1 0.0 14. .120 FTG:. - PE 0.0 0.0 37.0 0.0 0.115 •TL. 10.00 PV 1. 10. b 1'. 442PL .1 $.00 PF • t) . 0 38.1 .120 FT�a cT PE 0.0 0.0 6.6 0.0 0.008 TI_ 1.8 .00 - • 0.0 36.6 0.0 0.0 . 35 0 250.8 2.635 PL . .0.00 PF . 1.6 14.8 120 •FTG ---- PE 0.0 0.158 TL 10.-00" ' PV 1.5 381.2 3.260 PL 10.00 w ;PF : 1,2 0.0 39.4 0.0 14.7 120 FTG PE 0.0 0.0 38.1 0.0 0.121 TL 10 00 PV 1.4 9.6 1.442 PL =168.00 PF.: 1.3 0.0 39.4 0.0 1.9 12(1 FTS' . 21 PE , . 0.0 0.0 38..1 0.0 0.007 TL 181.00 PV 0.0 240.3 2.635 PL 1.0.00 PF 1. r 0.0 38.1 0.0 14.1 120 FTS - PE 0.0 '0.0 36.6 0.0 0.146 TL 10.00 PV 390.8 3.2b PL 10.10 PF . 1. 0.0 40. b 0.0 15.0 120 FTG ---- PE 0.0 0.0 39.4 0.0, 0.127 TL 10.00 PV 1.5 0.0 40.6 0.0 39.4 0 . 0 0.0 1.8 1.442 PL 163.00 PF .... 1 .2 120 FTG 2T PE 0.0 0.007 TL 1 F3 :.00 PV 0.0 SPRINKLER LER SYSTEM HYDRAULIC ANALYSI .' JOB TITLE.: SALES AREA GF,ID - REMOTE PIPE DATA (cont'd) PIPE 'l A13 O(GPM) DIA(IN) END E.LEV, N0Z. PT ISC. VEL(FPS) HW(C) NrYDES (FT) (K) (PSI) (GPM) •F.L./PT 44 Pipe: 53 • 14.8 Pipet 54 14.8 14.8 Pipe: 55 46 14.8 47 14.8 P i oe: '36 47 14.9 0.0 45 14.8 0.0 0 , 0 0.0 >9.4, 39.1 0.0 0,0 • 1.3.6 .•-......120.FTG 0.135 TLS: 400.1. 3.260 PL 42.0 0.0 15.4 120 FTG 40.6 0.0 0.133 TL 00 PF 1 . 4 PE..; 0.0 0.00 PV 1.2 10.00 10.00 9.6 1 .442 PL 168.00 42.0 0.0. /.9 120 FTR 2T 40.7 0.0 0.007 TL 180.00 40.7 39.4, PF 1.3 PE 0.0 PV 1.6 221.4 2.675 a PL 10.00 F'F 1.7 0.0 17.0 120 FTG ---- PE 0.0 0.0 0 1.25 TL 10.00 PV 1 . 1 Pipe : 5 4159.7 3.260 F'4_- • )0.00 '9 • .14.T;8 0 o 0 43.3 0.:0 17.7 '120. FT9 -- 46 14 9 r' 4`", 0 C). 11 7TL ,•1'0,00 1.4 r E R 10.5 1.442 PL. 168.00. PF 49 14.8 0.0 4:.3 0.0 2.1 120 FTG 2T PE 49 14.8 0.0 41.8 0.0 0.008 TL 130.00 PV 1.5 0 . 0 0.0 Pipe: 59 211.8 2.635 P1. 10.00 PF 1.2 49 14.8 0.0 41.8 0.0 12.5 120 FIG ----- PE 0.0 47 14.8 0.0 40.7 0.0 0.115 TL 10.00 PV 1.0 Pipe: 60 4:0.2 3.26 5 PL 10.00 PF 1,5 50 14,8 0.0 44.8 0.0 16.2 120 FTG ---- PE 0.0 48 14.8 0.0 43.3 0.0 0.145 TL 10.00 PV 1.8 Pipes 61.. 50 14.8 51 14.8 11.9 1.442 PL 168.00 PF_" 1.9 0.0 44.8 0.0 2.3 120 FTS 2T PE n-0 0.0 42.9 0.0 0.011 TL 1E0.00 PV 0.0 P i pe r 62 201.3 2.635 PL 10.00 PF 1.1 51 14.8 0.0 42.9 0.0 11.8 120 FTG .;.-- PE 0.0 49 14.8 0.0 41.8 0.0 0.105 TL 10.00 ' PV 0.9 Pipe: 63 52 14.8 0.0 46.3 0.0 16.6 50 14.8. 0.0 44.8 0.0 432.1 52 53 3.260 PL ', .10.00 120 FTG - 0.153 TL 10.00 Pipe: 64 1.3.8 1.442 PL °168.00 PF 2.5 14.8 0.0 46.3 0.0 2.7 120 PT'S 2T PE 0.0 14.8 0.0 43.8 0.0 0.014 TL 1 E0 . oo PV 0.0 Pipe. 65 57- 14.8 51 14.8 0.0 0.0 43.8 42.9 0.0 0.0 1.89.4. 2.635 PL 10.00 120 FTG 0.094 TL 10.00 11.1 PF 0.9 PE 0.0 0.8 PV SPRINKLER SYSTEM HYDRAULIC A ,JOB TITLE : SALES AREA GRID -- REMOTE AREA PIPE DATA (cont'd) PIPE TAG END ELEV. NODES (FT) 54 52 Pipe: 66 14.8 0.0 14.8 0.0 04CPM) DIA=t INS VEL(FPS) HW(C) F.L. / FT 47.9 46.3 445.9 (.).(:j 17. 0.0 LENGTH PRESS. (FT) Sufi. 3.260. • PL 1.2.:0 FTG ..• 04,16271_ F' 1. pe : 67 16.1 1 442 PL 168.00 54 14.8 0.0 _ 47.9 0.0 2 120 FTG 2T 55 14.8 0.0 44.6 0.0 0.018 TL. ' 180.00 Pipe: 68 175.6 2.635 PL 10.00 PF 0.8 55 14.8 0.0 44.6 0.0 10.3 1.20 FTG --- _ PE 0.0 5 14.8 0.0 43.8 0,0 0.082 TL 10.00 PV 0.7 56 54 le:: 69 14.8 14.8 0.0 0.0 462.0 PL: 70.00 PF 1.7 49.7 0.0 17.8 120 FTG; ---- PE 0.0 47.9 0.0 0.173 TL 10.00 PV 2.1 F':.,:.t $: 70 18.6 1...442 PLi68..t;(':) PF 4.4 56 14.8 0.0. .49,7 0. .0 3.7 120 FTS.. ..2T i.) . ;", 0.024 TL F' V 159.5 ... 6_ 5 PL - 57. L...57 14.8 ().() 45.3 0.0. 9.4 120 FT(-.; PE 0.0 50 1.4.8 0.0 44.6 i) . (.} •0.068 Fife: 71 58 Pipe: 72 480.6 7;.260 PL 10.00 PF 1.9 14.8 0.0 51.5 0.0 18.5 120 FTC - 'PE 0.0 56 14.8 0.0 49.7 0.0 0.186 TL 10.00 PV 2.3 Pipe: 7 S 14.8 14.8 59 Pipe: 74 59 14.8 57 14.8 21.5 1.442 PL 1.68.00 PF 0.0 51.5 0.0 4.2 120 FTG 2T PE 0.0 45.9 0.0 0.032 TL 1P0.00 PV 5.7 0.0 0.1 140.9 2.635 P1.:.' 10.00 PF 0.5 0.0 45.9 0.0 8.: 120 FTG PE 0.0 0.0 45.3 0.0 0 .054 TL10.00 PV 0.5 Pipe: 75 502.1 3.260 PL 10.00) PF 2:.0 60 14.8 0.0 53.6 0.0 19.3 120 FTG PE 0.0 58 14.8 0.0 51.5 0.0 0.202 TL . 10.00 .PV 2.5 Pipe: 76 24.6 1.442 PL 168.00 F'F 60 14.8 0.0 53.6 0.0 4.8 120 FTG 2T PE 61 14.8 0.0 46.3 0.0 0.041 TL 1°S0.00 PV Pipe: 77 119.4 2.635 PL 1000 PF 61 14.8 0.0 46.3 0.0 7.0 120 FTS ---- PE 59 14.8 0.0 45.9 0.0 0.040 TL. 10.00 PV Pipe: 78 52.6.7 3.260 PL 10.00 PF 2.2 62 14.8 . 0.0 55.8 0.0 20.2 120 FTG - PE 0.0 60 14.8 0.0 51.6. 0.0 0.221. TL 10.00 PV 2.8 :SPRINKLER 30B T I TLE t: SALgS .AREA GRID PIPE DATA (cdrtt.'d) PIPE TAG END NODES SYSTEM HYDRAUL` REMOTE AREA ELEV. NCZ. P'T DISC. (FT) (K:) 79 1.4.8 0.0 14.8 0.0 Pine: 80 14.8 14.8 Pipe. 81 14.8 14.8 Pale; iT32 64 14.8 0.0 58 . 2 65 14.8 0.0 .0 0.0 (PRI) (CPM) 0 465 46.3 58.2 55,8 65 ANALYST' 0(GPM) i)CA(Its3 1,# MGT} VEL .(Ff S) HW(C ( Tk A4_ . /FT 0 .0 0 , 0 0.0 0.0 228.0 1 .44 2 PL 168.00 5. a 1.2 0 FTG 2T 0.051 11. 180.00 94.8. 5.6 6.:5 PL 0 c0 120 FTG 0.026 TL 10.00 554.7 3.260 PL 10.00 0.0 21.3 120 FTG 0.0 ().2:a , TL 10.00 0.0 6.2 0.0 PRE (P` PE 0.0 PV 0.2 PF PE PV PF. PE pV 0.3 0.0 0.2 2.4- 0.0 3.1 1..442 FL. 1.68.00 PF 11.5 120 FTG 2T PE 0.0 0.064 TL.. 1E0.00 PV 0.3 ww,..._ 0 FT t.., Pf~ 0.:044. `I` i... J0.00.• P V 7.260 .P,-.. 10.00 120 FTG 0.269 TL 1.0 00 35.3 1.442 6.9 120 0.079 2.635 1220 0.004 4.260 120 0.082 4.260 120 0.082 0.1 0.0 0 F _1 PF 2.7 PE 0.0 PV 3.4 FL, 1b�.�- PF 14.2 FTS 2T PE °0.0 TL 180.00FV. 0,3 PL.10.00 PF 0.0 FTG y --. --. PE 0.0 TL 1(0.'00 PV. 0..0 PL 2.50 PF 1.0 FTS- E .0 TL 12.50 PV 1.3 PL. 270.50 PF FTG : E PE TL 290.50 PV -621.5 4.260 PL 1 $ 0.0 14.0 120 FTG 0.0 0.082 TL -x)21 .5 8.07 1 PL 0.0 3.9 120 FTG 0.0 0.004 TL 0 . 0.0 22.9 0.0 .1 .3 0 PF.- 4.5 TGA FE 6.0 °9 8�� PV 1.3 1.00 PF 0.0 PE 0.0 1.00 PV t.1 FIXED PRESSURE LOSS DEVICE 5.0 psi, 624.5 t xm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Mme Pa 0' JOB TITLE: SALES AREA GRID - REMOTE AREA • PIPE DATA (c.ont't) PIPE, TAG END ' ELEV. NODES (FT) NO2. PT (K) (PSI) a(GPM) DIA(IN) DISC. VEL(FPS) HW(C) (SPM) F{..../F`L. LENGTH-. PRESS (FT) ' SUM (PST) Pipet '9f' -621.5 8.071 ' PL 1.00 PF 0.1 72 1.0 0.0 100.3 0.0 3.9 120 FTG -F PE 1.7 7 w .0 0.0 102.1 0.0 0.004 TL 19.00 PV 0.1 Piper 93 -621.5 8.140 PL 515.00 PF > " 1.7 73 -3.0 0.0 102.1 0.0 3.8 140 FTS E2 T3G PE 0.0 74 -3.0 0.0 103.8 0. 0 0.003 TL 649.00 PV 0.1 Pipe: 94 -621.6 8.140 PL 12s .O0 PF. 0.5 74 -3.0 0.0 103.8 0.0 3.8 140 FTG FT PE 0.0 O -3.0 SRCF 104.3 (N/A) 0.003 T1... 195.49 PV 0.1 Pipe n 95 50.,0 3,260 i. 14.8 0.0 32.9 0.0 1.9 120 FTG ---- < PE 0.0 H 14.8 H.S. 2.8 50.0 0.003 TL 2.00 , PV 0.0 Pipet 96 c;; i '1 _ b:4 , r i..J 26.4 0.0 14.8 H.E.,' •.26,4 NOTES (1) Calculations were performed by the HASS 5. 3.0 under license no. 4 C1287C granted by HRS Systems, Inc. 2193 'Ranchwood`, Dr. , : N. E . Atlanta, GA 30345 50:0 . W•:5 PL• 2,0 0. FF 0.0 120 FTL• (2). The system has been balanced to provide an imbalance at each node of 0.008 gpm and a imbalance at any node of . 0.518 gpm. (3) Velocity pressures are printed for information only x and are- not used in balancing the system. Maximum water velocity in any pipe is 22.5 ft/sec. iYSTEM HYDRALLI AREA JOB TITLE: SALES AREA PIPE FITTINGS TABLE Pipe Table Name: Nominal Diameter (in) STANDARD.PIR Equivalent Fitting Lengt 1.00 :2 00 5.00 '.00 5.00 1 97..00 h.00 2.00 7.00 1.50 4.00 8.00 2.00 9.00 2.00 5.00 10.00 3.00 11,00 6.010 12.00 4.00 14.00 7.0c: 1ci.t..: 5.of..} 16.00 3.50 8.00 17.00 5.00 19.00 4.00 10.00 20.00 6.00 22.00 5.00 12.00 25.00 8.00 27.00 6.00 14.00, 30.00 9.00 3.00 18.0'") 75.00 1 .3 ., c"};:f 45.00 10.06 '27.60 rtlet^}t'} Co ,`.;`_"..6('1 12.00 2 7.00 60.00 18.00 65.00 16.00 35.00 70.00 28.00 86.00 18.00 79.00 85.60 '7%00 98.00 6.t_ii} 6.00 6.00 6.00' 7.00 10.00 11.00 12.00 9.00 10.00 12,00 22.00 39.00 1.00 10.00 Y d1.00 . 10.00 1 .. 0t_} 1 0 . cit"} 1..0010.00 1.00 , 10.00 1.00 13.00 1.00 14.00 2.00 a 20.00 2.00 21.00 3.00 28.00 4.00 ,.:5.00 ci. C"0 LO.00 6.00 49 , 00 7.00 63.00 ... 8.00 70.00 • Fittingt.;flde }_.F.: tE:?rt : tlg,tee :r f • C --,,check but.ter't ) V valve G=q tE vale VE •Ih. r.f .1. ,"d F. r ; . i ; i_. v» �:. V C:! }. �' $ � 1), -,dry pipe :.-7 : .; t'.. 10.00 10.00 10.00 10.00" 10.00 10;00 10.00 10.00 15.00 19.00 27.00 29.00 35.00 45.00 50.00 SPRINKLER SYSTEM HYDRAULIC ANALYS S` E`agO4 `< JOB TIT!. E: SALES AREA GRID WATER SUPPLY CURVE. 150+ \\0\\\\\\\\\\ 135+ P120+ �t 5105+ E 90+ 60+ 45+ 30+ 15+ 1 0 = Available Water Supply 146.05`Psi '@ 771,6 gpm y++-+-_ -+"----+ 8001200 1600 2000 2400 2800 3200 3600 FLOW (GPM - REMOTE AREA \\\\\\\\\\\\\\ \\\\\\\\\\\\\\ \\\\\\\\\'\\\\ 130.0 psi @ 3667 gpm-> * Flow Test Point:. LEGEND = Required Water Supply 104.31 psi @ 771.6 gpm H + 4000 SPRINKLER ate: Nov 16, 1989 3Oil TITLE: SALES AREA GRID :WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) SYSTEM HYDRAULIC ANALYSIS -.PEAK WEST RES I D . FLOW PRESS. @ (PSI) (GFM) 370.0 7667.0 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) REQ D PRESS. (PSI) 147.0 772.9 104 . 0 .: T;CE .;...;LCT TO FIELD INSPECTION OF IHE COM- PLETED INSTALLATION, AND CONTRACTCR S SUBMISSION OF AGGREGATE. FLOW ANAI_Y .. t: ��' CERTIFICATION OF REQUIRED FLUSHING AND HYDROSTATIC TESTS. TOTAL TOTAL OTHER TOTAL_ 146.0 FLOW AT SOURCE HOSE STREAM ALLOWANCE AT SOURCE HOSE STREAM ALLOWANCES DISCHARGE FROM ACTIVE Cr,RINKLERS IK�il.Sfl•81 .NODE ANALYSIS 'SI:S. DATA :.NODE TAG 4 '17 ie 19 .20 21 22 . 23 24 25 26 28 29 30 31 32 33 34 ELEVATION (FT) 14.F 14.:, ;4,C, 14;0 14.0 14.0 14.0 14.0 14.8 1.4.8 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.8 14.3 14.0 14.0 14.0 14-0 14.0 14.0 14.0 14.8 14.8 14.0 14.0 14.0 14.0 14.8 14.8 NODE TYPE K= 5.47 7 K= 5.47 K= 5.47 K= 5.47 5.47 K= 5.47 1= 5.47 K= 5.47 K= 5.47 t.:•_ E.47 V= 5.47 K= 5.47 `:_x.47 I:::. 5.47 V= 5.47 K= 5.47 F= 5.47 V= 5.47 K= 5.117 F'= 5.47 K= 5.4.7 I= c.47 I sk • E-IF•SI) 0 HEREON,.. 15.7 772.9 GP 150;0 GPM 1 bO.0 GP 522.9 GPM ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON INFORMATION SHOWN AND DSUBDIEera0 COMMENTS (GPM) DEC 4 1989 13 LETTER OF DATE BY:, 12.6 12.7 12.3 12.7 14.0 27.1. 31.9 15.9 13.6 12.7 12.4 12.4 12.9 14.2 27.5 32.2 16.1 17.9 1.2.9 12.7 12.7 13.1 14.5 28.3 33.0 22.2 21.2 21.1. 21..,_ 29.7 34,;; 1.9.4 19.2 19.2 19.5 20.5 21.6 20.2 19.5 15... 19.-. 19.E 20.6 19.7 19.5 19.5 19.8 20.8 25.6 nc 25.1 r SPRINKLER SYSTEM HYDRAULIC -ANALYSIS .Ra to 1 'Dtate t Nov 16 , 1989 TRGT 2 JOE TITLE: SALES AREA GRID - PEAK WEST ,WATER SUPPLY DATA SOURCE STATIC NODE PRESS. TAG (PSI) 0 147.0 AC E;RE:GATE FLOW ANAi._''t :+ TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE. SPRINKLERS AVAIL PRESS, . .(PSI) 146,0 *: t _w NOD) TALC ELEVATION NODE TYPE t=RE ,CURE (FT) (PSI) 14rP, __ .1-7 i _,. �i.i.. 14.0 }.:.= 5.47 12.6 ' `i.47 _ A ,; 14.0 K= 5.47 12.3 7 14.0 K= '5.47 12.7 8 14.0 K= 5.47 14..E 9 14.8 27.1 10 14.8 -- 31.9 11 14.0 K= 5.47 15.9 12 14.0 K.= 5.47 13.6 13 14.0 K= 5.47 12.7 14 14.0 K= 5.47 12.4 1.5 14.0 K= 5.47 12.4 36 14.0 k:= 5.47 12.9 17 14.0 K= 5.47 14.2 18 14.8 - - - 27.5 1, 14.8 - - - 32.2 20 14.0 . ' K= 5.47 16.1 71 14.0. K 5.47 13.9 ... 14.0 K= 5.47 12.9 23 14.0 K= 5.47 12.7 24. 14.0 K= 5.47 12.7 25 .14.0 K= 5.47 13.1 26 14.0 K= 5.47 14.5 27 14.8-- - - - 28.3 28 14.8 - 4 33.0 29 14.0 K= 5.47 22.2 30 14.0 K= 5.47 21.2 31 14.0 K 5.47 21.1. 32 14.0 K= 5.47 21.2 .,: 14.8 - - 29.7 34 14.8 ' - - 34.0 T lT► ( REO'1) EMAND PRESS. (aPM ) ,.... (PSI) 104.0 772.9 GPM 150.0 GPM 100.0 GPM 522.9 GPM (08M ): 21./ 1 ^l f 4 192 19.2' 19.5, 20.5 21.E 20.2 19.5 19.3 19.6 '.0.6. aolo 22.0 20.4 19.7 19.5 19.5 191.8 20.8'° 25.8 25.2 25. 1 25.2 SPR I NKL_E-R SYSTEM F Y!W`ALJLI AtfALYS ?a T I TLE e SALES «AREA GRI D -- PEAS: WEST:- NODE. EST= NODE ANALYSIS DATA . `(.cont ` d ) NODE TAG ELEVATION EIDE TYPE PRESSURE In * a (FT). f S1) 14aS ,36 14., g .. 14.8 38 14.8, 39 1.4.8., 40 14.8 41 14.8 4214.8` -43 14.8 44 14.8 .,: 45 14.8 46 14.8 47 14.8 48 14.8 49 14..8 50 14.8 51 14.8 14.8 14.8 `.J 14.8 58 14.8 59 14.8', 80 14.6 61 14.8 62 14.8, 63 14.8 64 14.8' 65 14.6 66 14.8 .. 67 3.4.8 68 14.8 69 14;8 70 1.0 71 1.0 72 1.0 73 -3.0 74 .0 A 14.8 Fl 14.$' D -3.0 . 1:' . 6 35.1 33.3 '► 1 -- 34.9 37.4` 36.4 38-.7 8 40.0 39.1 41.5' 443. 42.8 41.4 44.2 42.5 45.x? 4{.3.4 4 ! 1 44,2 49.2 44.9 ... 51.0 '^ 45.4 5'3. 1 45.9 55.3 41.1 - :57..7 - 46.2 60.4. 46.3 61.4 --»- 84..4 94.9 94.9 999 101.7 - 103.4 HOSE STREAM 27.1 HOSE STREAM 31.7 SOURCE 104.0 44. ono 50,0 822,E •SPRINKLER SYSTEM•HYDRAULIC ANAL VS I S JOB • TITLE: SALES AREA: GRID - PEAK -WEST:. F`IPE' DATA P3PE. TAG U.(GF M) t I A.( IN) LENGTH END VEI... (FPS) HW (C) t T ) - NODES (FT). (F:.) (PST) -(t PMJ d• 14.8 F.ne: 2 14.x:) 5 14.0 5 Pip : 3 14.0 4 14.0 1 .7 5.5 15.7 nt •r .r...F . Pa PRESS. SUM. (PS3 ) 77.6, PL. 42. L:)0 PF 1 1.2�{_. FTG: T PE• 0 .339.:TI_ 48.00 •V 55.9 1. ,. 442 PL. . 1.2..00 PF 21.7 11..0 120 FTG --- FE 20.1 0.185 TL_. 1.2.00 PV Pipet 5.5 13.5 12.6 20.1 19.4 �6„: 0.3 1. ., 6 (.0 0.,8 35.8 1.442 PL 12.00 PF ' 1.0 7.0 120 FTC PE 0.0 0.081 i..L_ 1.200 PV O..' 1'6-4 1. "•':. 00 P 4 • 14.0 12.6 19x4 1 ".) FTC PE 0.01 9•TL.. 1 2 .:C_K.i -.. PV 5 14.0 5.5 5Y 1. Pine: 4 -. 6 14.0 7 y 14..0 P3 pts : 7 14.0 5. 12.7 14.0 5.•5 14.0 6 6 12.3 19.2. ? _ : 1:.442 PL:.. 1200 k.,..,- 19.2 0.6 120 {TPP • _ ..1. 12. Y.2 �: cti),I. T._ 12.3 19.2 5.5 12.7 19.5 20.5 ..(-) 4.3 -41 .5 8.2 1.442 120 0.033 1.442 1.20 0.107 0.2 0.0 0,1 PF 0«i) PE. 0 , ('): PV 0 . EL 12.00 PF 0.4 FTS PE 0.0 TL 12.00. V. 0.1 PL 12.00 PF 1.3 FTG PE 0.0 TI. 12.00 PV 0.4 Pipe: 8 -62.0 I .442 Pi .. f4.00 PF 13 , 4 14,0 5.5 14.0 20.5 12.2 120 FTC; T PE 0.3 14.8 0.0 27.1 0.0 0.224 TL 60.00 PV .1 .0' Pipe: 9 127.6 3.260 PL 10.00 PF 0.2 10 14.8 0.0 31.9 0.0 4.9 120 FTG - PE 0.0 1 14.8 0.0 31.7 0.0 0.016 TL 10.00 PV 0.2 10 11 Picea 10 77.7 1.442 PL 42.00 PF 16.3 14.8 0.0 31 .9 0.0 15.-2, 120 FTG T PE 0.3 14.0 5.5 15.9 21.8 0.340 TI._ 48.00 PV 1.6 F'ipe: 11 55.9 11 14.0 5.5 15.9 71.8 11.0 12 14.0 5.5 13.6 20.2 Pipe: 12 1.2 14.0 13 14.0 1.:'• 1 4 14.0 14.0 0.0' 5.5 5.5 1.442 PL 120:) FTC 185 TL 35.7 1.447 PL. . 12.00 PF 1.0 13.6. 20.2 7.0 120 FTG ---- PE 0.0 12.7 19.5 0.081 11_ 12.00 PV 16.3 1.442 PL. 12.00 PF 0.2 12.7 19.5 « 2 120 FTG PE 0.0 12.4 19.3 0.019 TL 12.00 PV 0.1. SPRINKLER SYSTEM HYDRAU JOB TITLE: SALES AREA GRID - PEAK WEST PIPE DATA (cont' d ) IC 'ANALYSIS: Parte 4 PIPE TAG G(GPM) DIA(IN) LENGTH' END ELEV. NO2 . PT DISC. VEL(FPS) HW(C) ''(FT)- NODES (FT):NODES (FT) (K) (PSI) (GPM) F.„1../FT Pipe: 14 14 14.0 15 14.0 15 16 16 17 1. 'r 18 Pipe: 14.0 14.0 18 14.0 14.0 5.5 c c:- 5 . 5 5,5 5.5 .5 12.4 12.4 19.3 19. -3,0 u.6 12.4 19.3 4.4 12.9 19.6 PRESS. SUM. (P81) 1.442 PL 12.00 PF 0.0 120 FTS . . PE 0.0 0.001 TL 12.00 PV 0.0 1.442 PL 12.00 PF 0.4 120 FIG - PE 0.0. 0.034 TL 1 e.. 00 PV 0.1 -41.9 1.442 PL 12.00 ..PF 12.9 19.6 8.2 120 FTG ----- PE 0.0 14.2 20.6 0.109 " TL. 12.00 PV 0.5 1. F 17 -62.5 14.0 `i .:i 14.2 20.6 12 . 14.3 0.0 27.5 0.0 Pipe: 18. • 14.8 14.8- 1.44? .8 1.44 PL. 54.(>0 PF 13.6 120 FTG T PE 0.3 0.227 227 TL 60.00 PV 1 .0 1 12.0 2.635 't.:, t l . f lt) PF 0.4 27.5 t` Rc,, f;.h 120 PIG 0.0 - .':L Instr 19 :''.{_75 260 PL =0,00 PF 0.4 19 14.8 0.0.2.2 0.0 7.9 120 FTt PE 0.0 10 14.8 0.0 31.9 0.0 0.0.9 TL 10.00 PV 0.4 Pipe: 20 78.0 1.442 PL 42.00 PF 19 14.8 0.0 32.2 0.0 15.3 , 120 FTG T PE 2° 14,0 . ,.5 16.1 22.0 0.34.3 TL 4 3.00 PV F: i. pe : 21 56.1 1.442 Pt.. ]. < .00 PF 4 . .. 20 14.0 5.5 16.1 22.0 11.0 1.70 FTG ---- PE - 0.0 21 14.0 5.5 13.9 20.4 0.186 TI:.. 12.00 PV 0.8 21 44 22 Pipe: 22 14.0 14.0 pipet 23 14.0 14.0 5, . 55 5.5 5.5 5 35.7 1.442 PL 12.00 PF 1.0 13.9 20.4 7.0 120 FTC PE 0.0 12.9 19.7 0.081 TL 1 2.00 PV 0.3 16.0 1.442 PL 12.00 PF 12.9. 19.7 `y.1 120 FTC PE 12.7 19.5 0.018 TL 12.00 PV Pipe: 24 -:3.5 1.442 PL - 12.00 PF 23 14.0 5.5 12.7 19.5 0.7 120 FTG -.,-- PE 24 14.0 5.5 12.7 19.5 0.001 TL 12.00 PV Pipe: 25 -23.0 1.442 PL . 12.00 PF 0.4 24 14.0 5.5 12.7 19.5 4.5 120 FTG -- PE 0.0 '5 14.0 5.5 13.1 19.8 0.0.36 TL 12.00 PV 0.1 Pipe: 26 25 14.0 26 14.0 5.5 -42.8 1.442 PL 12.00 PF 1.4 13.1 19.8 8.4 120 FTG PE 0.0 14.5 20.8 0.113 TL 12.00 PV 0.5 • -3c3E4 TITLE: SPRINKLER SYSTEM. HYDRAULIC ANALYSIS.,. SALES. AREA GRID - PEAK WEST PIPE DATA (r_ont`d)' PIPE TAG END ELEV. NOZ. NODES Pipe: 27 26 14.0 27 14.8 f• 18 Pipe: 28 14.8 0.0 14.8 0.0 (1(CGP`M) DIA(IN) LENGTH. P1`. DISC. VEL(FPS) HW(C) (Fry (PSI) (Cpm) F.L./FT 5.5 14.5 0.0 28.3 Pipe: 29 28 14.8 0.0 19 14.8 0.0 Pip_. 30 .i. __.r,J 14.8 l 14.0 29 29 317) Pine:.31. 14:0 14.0 PiDez 32 0 14.0 31 14.0 31 32 33 Pipet 33 14.0 14.0 0.0 5.5 ,r7.5. 5 5. 5 0.5 5.5 -63.6 1.442 PL 54.00 PF 14.1 ' 20.8 12.5 120 FTG T PE 0.. 0.0 0.2.5 IL. :6Q.00 . PV 1 . 1 174.5 0.0 1.0..: 2.635 PL 10.00 PF 120 FTG. -- -- PE 0.081 TL 10.00 PV 283.3 3.260 PL 10,00 PF .0' 0.0 10.9 120 FTG PE 32 0.0 0.070 TL. 10.00 PV 7,7.0 a2 2 :.4,. 21.2 21 ..4 21.1 0.0- .25.8 .025.8 62.9 'l 442 PL 4 , t'7t'i PP 1 1 . 1 1.4 120 FTG T PE 0.3 0.2.0 TL 48.00 PV 1.0 37.1 .._.8 7... 252 25.1 I :, 2.11. -13.1 21.1 25.1 2.6 21.2 25.2 Pipe: 34 14.0 5.5 21.2 14.8 0.0 29.7 Pipe: 35 33 14.8 27 14.8 Pipe: 36 34 14.8 28 14.8 34 Pipe: 37 1.4.8 35 14.8 .35 Pipe: 38 1.4.8 00 14.8. 0.0 29.7 0.0 28.3 0.0 0.0 34.0 330 -38.3 25,E 7.5 0.0 238.2 0.0 14.0 0.0 346.2 0.0 13.3 0.0 0.0 34.0 0.0 0.0 31.6 0.0 0.0 0.0 31.6 29.7 1.442 F•L •: 2.00 120 F 13 - (`n. .{1.. 12.00 PF PF F'V 1,0 0.0 0.4 1..442 PL 12.0o PF 0.1 120 FTG - F'E 0.0, 0.011 TL 12.00 PV 0.0 1.442 PL 12.00 PF 0.2 120 FTG -- PE 0.0 0.013 TL 12.00 .<PV 0.0 1.442 120 0.092 2.635 120 0.143 . 260 120 0.102 PL 90.00 FTG T TL. 6.0C PL 10.00 FTG �... TL 10.00 PL 10.00 FTG TL 10.00 PF PE PV PF PE PV PF PE PV 13.4 1.442 PL 168.00 PF, 2.6 120 FTG 2T PE 0.013 TL 180.00 : PV 276.5 0.0 16.3 0.0 Pij: 7.6 :1.4.8. 0.0 35.1 0.0 13.8 34 14.8 0.0 34.0 0.0 2.635 PL 120 FTG 0.189 TL. 3.260 PL.. 120 FT:r` 0.1.09 T 16.00 10.00 1 O. 00 10.00 8.8 0,3 0.4 1.4 0.0 1,3 1.0 0.0 1.2 2.4 0.0 0.0 PF. 1.9 PE 0.0 PV 1.8 PF PE PV. 1.1 0.0 1.3 'SPRINKLER SYSTEM HYDRAUL. JO{ TITLE: SALES AREA GRID PEAK WEST •FIPE DATA (cont.d) PIPE TACT END NODES ELEV.; NOZ. PT DISC. (FT)(K) (F'SI) (GPM) Pipe: 40 14.8 14.8 ae : 41 14.5 14..8 Pipe: 42 14.8 14.8 0. 0.0 0.0 0.0 35.1 • 3t.6 • 0.0 36.2 0.0 35.1 0„0 0,0 C LYSI 0(GPM) DIA(IN) LFIISTH VEL(FPS) HW(C) %FT). F.L./FT 1.442 PL 1'68.00 2.2 120 FTG 2T 0.010 T.l. 263.1 2.63PL. 1� . 120 FTG 0.172 TL 0.0 e 6 RESS. SUM (FST) PF 1.7 PF' 0 . 0 PV . 0.0 10.00 '< PF 1..7 --. PE 0,0 10. C)!_) PV . 1.6 370:9 3 . 260 , P1 ICS .00 PF Cr.O 14.3 120 FTG ---- PE 0.0 0.115 TL 10.00 PV` Pipet 4 ::, 9.6 1.442 38 14.8 0.0 .. 36.2 0.0 1.9 120 39 14.8 0.0 34.9 0.0 0.007 1.2 0.0 1,4 PF.. 168..00 PF 1.3 FTG :T F'E 0.0 TL.. Pipe: 44 253..9 2.635 PL. 10.00 PF 1 .6 14.F n.0 74.9 0,.0 14.8 120 FTG - FF: 0.0 .,..� J4,8 C; ,.) . 0 ^ . 3 0.,-) 0159 TL 10.00 PV 1.5 P1 n w 45 .1.e0.5 3.266 FI.:. 10.00 40 14.8 0.0 37.4 0.6 14.6 126 FTG 38 14.8 0.0 36.2 0.0 0.121 TL 10.00 1.2 0.0 1.4 Pipe: 46 8,5 1.442 FL. ,168.00 PF 1.0 40 14.8 0.0 37.4 0.0 1.7 120 FTG 2T PE 0.0 41 14.8 0.0 36.4 0.0 0.006 TL 180.00 PV 0.0 Pipe; 47 242.E 2.635 PL 10.00 PF 1.5 41 14.8 0.0 36.4 0.0 14.3 120 FTC ----- PE 0.0 39 14.8 0.0 34.9 . 0.0 0.148 TL. 10.00 PV 1.4 Pipe: 48 389.0 3.260 PL 110.00 PF 1.3 42 14.8 0.0 38.7 0.0 15.0 120 FTG --- PE 0.0 40 14.8 0.0 37.4 0.0 0.126 TL . 10.00 PV 1.5 Pipe: 49 7.9 1.442 PL 168.00 PF 0.9 42 14.8 0.0 38.7 0.0 1.6 120 "FTG 2T PE 0.0 43 1.4.8 0.0 37.8 0.0 0.005 TL. 1EO.00 PV 0.0 Pipe: ' 50 233.8 2.635 PL 10.00 PF 1.4 43 14.8 0.0 37.8 0.0 13.8 120 FTC ---_ PE 0.0 41 14.8 0.0 36.4 0.0 0.139 TL i0.'00 ' PV 1.3 Pip: 51 396.9 7.260 PL 10.00 PF 1.3 44 14.8 0.0 40.0 0.0 15.3 120 FTG *---•-_ PE 0.0 42 14.8 0.0 38.7 0.0 0.131 TL 10.00 FV 1.6 Pipe: 52 7.9 1.442 PL 168.00 PF 0.9 44 _ 14.8 0.0 400.0 0.0 1.6 1.20 FTG 2T PE 0.0 45 14.8 0.0 39. 1 0.0 0.005 TL. 180.00 PV 0.0 SPRINKLER NKL.ER SYSSTEM HYAUL I C ANAL JOB T I TLE : SAi, ES AREA t3R I D a_ PEAK WEST PIPE IATA (r_ rink ` d ) .,-- PIPE PI `E TA ry 0(GPM) DIA(IN) 'LENt3THi' PRF i8. END ELEV. N07. PT:. DISC. VEL (FPS',) Htll(C) # FT) SUM; NODES. (FT) (K) (PSI) (GPM) F.t...;!FT ' (PSI) Pipe.: 53 225.9 2.635 PL i&.00„ PF 1 .•r 45 14.8 0.0,- 39.1 0.0.0 13.3' 120 FTG - PF ` 0 43 14.8 0.0 37.8 0.0 - 0.1.30 TL. r}0 00 -PV .;2 Pipe: 54 404.8. 260:) PL 10.00 PF 1.4 46 14.8 0.0' . 41.3 0.0 15.6 120 FTG ~'E 0.0 44 14.8 0.0 40.0 0.0 0.136 TL - x10.00 PV'- : 1.6 Pipe: 55 .. 8.6 1.442'P .00 PF. 1;0 46 14.8 0.0 41.3 0.0 1.7 120 FTfi 2T PE 0.0 47 14.8 0.0 40„3 0.0 {,3.006 TL:180.00 PV 0.0 P.ip 56 47 14.8 0.0 45 14.8 0.0 40., 39.1. 0,0- 217.9 ,0 .217.9 2; 635 P1.. 1...00, PF 4.04 12.8 120 PIG PE 0.6 0.122 TL 10.00 PV 1 1 Pip $}/ [� 4813.4. 3.260 t�L .•10.:00 • 46 14.8 0.0 4a:.;' 0,tx 0.141 Ti:.,` Pi -: Fr,R 5'.8 1.442 PL 168.ord PF 1.3 48 14.8 0.0 42.8 ter. 0. 1.9 12x, FTC :` 'T. PE 0.0 49. 14.8 0.0 41.4 0.0 . 0.007 TL ' 180.00 PV 0.0 Pipe: 59 ' ':. 09.3 2.635 Pt,: 1$ O0 PF 1.1 49 14.8 0.0 41.4 0.0 12.3 120 FTG E 0.0 47 14.8 ;0.0 40.3 0.0 0.113 Ti. 10.00 "V 1.0 Pipe: 60 423.2 3.260 PL. 10.00 I' 1. 5t) 14.8 ().0 44.2 0.0 16.3 120 FTG ---- PE 0.0 48 14.8 _. 0.0 42.8 0.0 0.147 TL ' .1 c .00 . P`V 1.8 Pipe: 61: 11.4 1.442 PL168.0Q PF ° 1.8 5f, 14.8 0.0 44.:x. 0.0 2.2 120 FTG 2T, 'E 0.0 t i.: 14.8 0.0 ` 42.5 0.0 0.010 TL. 180,.-00 PV 0.0 P i. pe: 62 199.6 2.635 Pt.. 1 + .;(S0 PF 1.0 51 14.8 0.° ':. 42.5 0.0 1 1 .7 120 FTG ». - - PE 0.0 49 14.8 0.0 ` 41.4 0.0 0.103 Tt.. 10.00 '`` 'V 0.9 Pipe: 63 434.6 3.260 PL 1- ,'00 PF 1.5 . 52 14.8 0.0 : 45.8 0.0, 16.7 .1 20 FTS PE 0.0 50 14.8 0.0 ; 44.2 0.0t 0.155 TL 10.00 PV 1, Pipe a 64 11.4 1 .442 PL 168.00 PF 2.4 52 14.8 0.0 `. 45.8 0.0 2.6 120 FTG 2T PE 0.C� S3 14.8 . . 0.0 43.4 0.0 0.013 TL 180.00 1?v 0.0 P i Eye :. 65 188.1 2.6.4; PL 1 :. 00 'F ::Gs'. 9' 53 14.8 '0.0:. 43.4 0.0 1 1 . i. 120 FTG PE-...a].O..,.... 51 14.8 0.0 42.5 0.0 0.093 TL. # .09 SPRINKLER SYSTEM HYDRAULIC J08 TITLE: SAL.ES AREA -GRID - PEAK WEST PIPE DATA (cont'd) PIPF TAG Q(GPM) DIA(IN) END FL_.E'V. N07.. PT DISC. VEL(FPS) HW(C) NODES (FT) (F:) (P I) .(`OPM)F.1:../FT Pipe: 66 440.0 .^60 PL 10.0 c; PP 1.6 4 14.8 n.0 47.4 0.0 17.2 1.20 FTN -1 ___._. PE 0.0 14.8 0.0 45.8 0.0 0.164 TL, 10.00 PV 2.0 Pip: 67 15.8 1.442 PL. 168.00 PF 3.2 14.8 0.0 47.4 0.0 3.1 120 FTS 2T PE 0.0 14.8 0.0 44.2 0.0 0.018 TL 180.00 PV 0.1 Pipe: 68 174.7 2.635 PL 10.00 PF 0.8 14.8 0.0 44,2 0.0 1.0.... 120 FTG - PE 0.0 14.8 0, 0 4"' . 4 0.0 0.001 TL 10.00 PV 0.7 Pipe: 69 56 14.8 54 14.8 6) 57 57 55 0.0 0.0 463.8 7,260 PL 10.00 P.P. 1 Y' 49.2 0.0 "" 17.8 120 FT8 -- PE 0,0 47.4 0.0 0.175 TL 10.00 PV 2.1 Pipe : 70 10.4. 1.442 [P� L: ;16 •1.4.8 0.0 4 9 « .y + 7.0 . . 6 .� `•: i j f_` i • j4.: 0.0.. • 44..9•0.0 0.02.4 TL...i. F.0, 00 ' PV 0. 1 Pipe: 7i. 14.8 . 0.0 • 4.4.9 0.6 9.4. 120 FTG - •PEr : 0.0- 14.,•8•. .014.•8 0.0 44.2 0. 0 0,.068 TL 1 0.00 PV t.6 Piper 72 482.2 58 14.8 0.0 51.0 0.0 18.5 56 14.8 0.0 49.2 0,0 260 PL 10.00 120 FTG ,. 0.188 TL 10.00 PF 1.9 PE 0.0 PV' Pipe: 73 21.4 .1.442 PL 108.00 PF 5.6 58 14.8 0.0 51.0 0.0 4.2 120 FTG. 2T PE 0.0 59 14.8 0.0 45.4 0.0 0.011 Ti.... 180.00FV 0.1 Pipe: 74 140.5 2.635 PL 10.00 PF 0.5 59 14.8 0.0 45.4 0.0 8.3 120 FTG PE 0.0 57 14.8 0.0 44.9 0.0 G.054 TL 10.00 PV " 0.5 Pipet 75 507.6 3.260 FL 10,00 PF 2.0 60 14.8 0.0 53.1 0.0 19.4 120 FTG PE 0.0 58 14.8 0.0 51.0 0.0 0.203 TL 10.00 PV 2.5 Pipe: 76 24.5 1.442 PL 168.00 PF 7.2 60 14.8 0.0 53.1 0.0 4.8 120 FTG 2T PE 0.0 61 14.8 0.0 45.8 0.0 0.040 TL 180.00 PV 0.2. P i p " : 77 61 14.8 0.0 45.8 59 14.8 0.0 45.4 t ';F (.(r Pipe: 70 1A.8 14.8 0.0 0.0 53.1 0,0 0.0 119.1 2.635 PL 10.00 PF 0.4 7.0 120 FTG - FE 0.0 0.040 TL 1.0.00 PV 0.3 528.1. 3.260 PL. 10.00 PF 2.2 0.0. 20.3 1.2.0 FIG PE 0,0 0.0 t x.222 T L_. 10.00 PV 2.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS OB TITLE: SALES AREA GRID - PEAK WEST -IPE DATA (cont' d ) PIPE TAG 0(GPM) DIA(IN) LE\1 TH END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) ('TY NODES z - I ? (`F:;) (P81) (GPM) F.L./FT Pi C?P : 79 21.9 1.442 PL 168.00 PF 9.2 67 14.8 0.0 55.7 0.0 5.5 120 FTG .2 T PE 0.0 67. 14.8 0.0 46.1 0.0 0.051: Ti.: 190.00 p'v 0.2 Pipe: 80 91.6 2.675 PL. 10.00 PF 0.3 63. 14.8 0.0 46.1 0.0 5.6 120 FTG PE 0.0 61 14.8 0.0 45.8 0.0 0.026 TL 10.00 PV 0.2 Pipe: 81 556.0 3.260 PL 10.00 PF 2.4 64 14.8 0.0 57.7 0.0 21.4 120 FTG PE 0.0 62 14.8 0.0 55.3 0.0 0.244 TL 10.00 PV F'ipe: 71.5 1.442 PL 168.00 64 14.8 0.0 57.7 0.0 6.2 120 FTG 2T 65 14.8 0.0 46.2 0.0 0.064 TL 180.00 Pipe: 83 1..ti. 14.8 66.7 .:.6'7,5 FL 10.00 PF 0,1 0.0 46.2 0.0 1:0 FTC;; _.: __ P. 0.0 0.0 46.1 0.0 0,014 .1..1:. 10.00 P'V 6.1 P1 pe 84 587.5 " .260 PL 10.00 PP.. 66 1.4.8 0.0 60.4 0.0 22.6 120 FTG PE 0.0' 64 14.8 0.0 57.7 0.0 0.270 TL 10.00 PV 3.4 Pipe: 85 35.2 1.442 PL. 168.0: PF 14.2 66 14.8 0.0 60.4 0.0 6.9 120 FTG 2T PE 0.0 67 14.8 0.0 46. 0.0 0.079 TL 180.00 PV 0.3 Pipe: 86 X5.2 .2 .635 PL 10.00 PF 0.0 67 14.8 0.0 46.3 0.0 2.1 120 FTG PE 0.0 65 14.8 0.0 46.2 0.0 0.004 ' TL 10.00 PFJ 0.0 Pipe: 87 -622.7 4.260 PL 2.50 PF 1.0 66 14.8 0.0. 60.4 0.0 1.4,0 120 FTG E PE : 0.0 68 14.8 0.0 61.4 0.0 0.082 TL 12.50 PV 1.3 Pipe: 88 -622.7 4.260 PL - 270.50 PF 68 14.8 0.0 61.4 0.0 14.0 120 FTG . E PE 69 14.8 0.0 84.4 0.0 0.082 TL 260.50 PV Pipe: 89 -622.7 4.260 PL 13.80 .PF' 69 14.8 0.0 84.4 0.0 14.0 120 FTG TGA PE 70 1.0 0.0 94.9 0.0 0.082 TL . 55.80 PV 22.9 0.0 1.3 4.6 6.0 1.3 Pipe: 90 -622.7 8.071 PL 1,00 PF 0.0. 70 1.0 0.0 94.9 0.0 3.9 120 FTG PE 0.0 71 1.0 0.0 94.9 0.0 0.004 TL 1.00 PV. ,, 0.1 71 72 Pipe: 91 1.0 1.0 0.0 0.0 94.9 99.9 0.0 0.6 FIXED PRESSURE LOSS DEVICE 5.0 psi, 622.7 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS 3d£ T flLE: SALES AREA GRID `'- PEAK WEST PIPE DATA (cortt'd ) PIPE TAf .t�(GPM) DIA(IN) LEND END ELEV. NO2. PT DISC VEL(FPS) Ht4(C) (F1"):. NODES (FT) (V) (PSI) WPM) F.L./FT (P I 10 Pipe: 9^ -622.7 8.071 F'L 1 00 PF :.st. 1 " 72 1.0 0.0 99.9_ 0.0 3.9 120 FTC,: t `E 1..7 73 3.0 0.0 10t-7 0.0 0.004 Ti_ 19 .00 PV, 0.1 Pipe: 93 _ -622.7 8.140 PL 515--;,-00 F - 1.7 73-3.0 0.0 .101.7 0.0 3.8 40 FT.t, . 3 G F` - 0.0 74 -3.0 C.t . 0 103.4 .0-.0 0.003 TL... t 48..,G0 PV 0.1 ;.a Pipe » 94 :622.9 8.140 PL 1 5.00 P . , 0.5' 74 -3.0 0.0 103.4 0.0 3.8 140 FTG - ET PE ` t)-.0 0 -3.0 SRCE 104.0 (N/A) 0.003 T(,, 195.49' fel 9 A Pipe: 95 50.0 3,2f..10 PL... 2 04»»; PF 0.0 14.8 0 .0 31.7 0.0 1.9 120 FT6 PE 0.0 14.8 H.S. 31 .7 50.() . 0.003 TL 2, ."00 PV 0.0 Pipet 9f:, 50.0 2.635 PL, 7.00' PF .0 14.8 0.0 27. 1 0.0 0 2.9 120 FTG FE: 0.0 14.8 H:l . S . 27.1 50.0 0.008 TL 2.00 PV: 0.1 WOFE (1) Calcuiati.onis were performed by the HASS 5.3.0 comp Ater program under license no. ` 4' C1287C granted by HRHIPSSystems. Trac. 2193 Rt` nthwoOd' - Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at eaCh`' nodes Of 0.008. gpm and , a Mai;a num.. imbalance at any node of 0.525 gpm. (3) Velocity pressures are printed for information on]y, and.; are notused in balancing the system. Maximum water velocity in any pipe is 22.6 ft/sec. SPRINKLER YSTEM HYDRAULIC ANALYSIS JOB TITLE: SALES AREA PIPE FITTINGS TAELE PEAK WEST ipo Table Name: STANDARD.PIP Nominal Equivalent Fitting Length. Diameter (irr, 1.00 2.00 5.00 2 . 00 5,00 _ 6.00 .2n ""..00 6.00 , . 00_ I.00 6.00 .50 4.00 8.00 2.00 9.00 6. ti0 2.00 5.00 10.00 3.00 11.00 6.00 1.00 10.00 2.50 6.00 12.00 4.00 0 14.00 7.00 1.00 10 00 3.00 7.00 15.00 5.00 16.00 10.00 1.00 13.00 3.50 8.00 17.00 5.00 19.00 11.00 1.00 14.00 4.00 10.00 120.00 6.00 22.00 12.00 2.00 70.00. 5.00 12.00 25.00 8.00 27.00 9.00 2.00 21..00. 6.00 14.00 30.00 9.00 32.00 10.00 X.00 7,. 00 8.P0 18.00 35.00 13.00 43.00 12.00 4.00 7,5.00 1.0.u0 .4.2.00 50.00 1i,.t:)c 5`1.00 19.00 :,.00 40.00 12.00 27.00 60.00 18.00 69.00 :1.00 . 00 A9.()0 16.00 70.00 28.00 86.00 22.00 7.00 3.00 18.00 39.00 85.00 33.00 98.00 39.00 8.00 70.00 1.00 1 0.00 1.00 10.00 •00 X10.00 It.tmr)e t:.od I..:t~stt.er i E standar'di •':t 1. C=rt,pck valy B.:h+.ttter41;f �:t:t t<:c tk 4 :►��t •check va.1ve D rir4••,n•t rlam.."elv :, 10.00 1.0.00 10.00. 10.f:0 10.00 10.'00 10.00 10.00 15.00 19.000' 27.00 29.00 35.00 45.00 50.00 �► > SPRINKLER SYSTEM 1 "IAF; RIJG- I L rage J. JOB ' T rTLE : SALES AREA GRID - PEAK WEST WATERSUPPLY CURVE 180+ 165+ 150+ \\0\\\ 135+ P120+ F 8 Si05+ u 1 90+ \\\\\\\\\\\\\\ \\\\\\\\\\\\\\ 45+. 30+ LEGEND X;= Required Water Supply 103.95 psi @ 772.9 gpm 15+ 0 = Available Water Supply 146.05 psi E 772.9 gpm .11 11 I. i1. \\\\\\\\\\\\\ 1:30.0 psi @ 3667 _qpm--` * Flow Test Faint, B001200 1600 20.00 2400 2800 FLOW (GPM) '' ' LSPRINKLER"SYSTEM HYDRAULIC ANALYSIS • ti Nov ;16, " 1989 4 � -. JOH:TI_TLE:•SALES AREA GRID - PEAK EAST f WATER SUF•PLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REO 'D NODE PRESS. PRESS. C PRESS. @ DEMAND PRESS. TAG (PSI) (PS1) (GPM) (PSI) (GPM) (PSI) 0 147.0 130.0 3667.0 146.1 770.7 104.1 ._1_° TO Fc • l.(Ut AGGREGATE FLOW ANALYSIS: PLETED INSTA«fiI;;;N, AND C'.:.....:_.' . .:.:- ..t.•:tON C CERTIFICATION OF REQUIRED FLUSHING AND HYDROSTATIC TEST TOTAL FLOW AT SOURCE 770.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES ' 100.0 GPM TOTAL DISCHARGE FROM ACTIVE 520.7 GPM ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON : , INFORMATION SHOWN AND NODE TAG ELEVATION COMMENTS (FT) tPSI) (GPM) 1 1.4.8 0 HERFON,4 0 LETTER OF DEC 4 1989 2 14.0 F= 5.47 14 . ^i , g � 14.0 K= 5.47 DATE BY1,.. 1' 4 14.0 f= 5.47 12.4 19.2 5 14.0 K= 5.47 12.3 19.2 6 14.0 K= 5.47 12.4 19.3. 7 14.0 K= 5.47 13.1 19.8 8 14.0 K= 5.47 15.0 21.2 9 14.8 25.1 10 14.8 33.5 11 14.0 K= 5.47 14.7 21.0 12 14.0 K= 5.47 13.1 19.8 13 14.0 K= 5.47 12.5 19.4 14 14.0 K= 5.47 12.5 19.3 15 14.0 K= 5.47 12.6 19.4 16 14.0 K= 5.47 13.3 20.0 17 14.0 K= 5.47 15,2 21.3 18 14.8 - - - - 25 tJ . J 19 14.8 33.9 - - - 20 14.0 K:= 5.47 15.0 21.2 21 14.0 K= 5.47 17.4 20.0 22 14.0 K= 5.47 12.8 19.6 23 14.0 K= 5.47 12.8 19.6 24 14.0 K= 5.47 12.9 19.7 25 14.0 K= 5.47 13.7 20.3 26 14.0 K= 5.47 15.7 21.6 27 14.8 26.5 - - - 28 14.8 34.4 29 14.0 K= 5.47 21.1 25.1 30 14.0 K= 5.47 20.3 24.7 31 14.0 K= 5.47 20.3 24.6 32 14.0 K= 5.47 20.5 24.8 33 14.8 - - - - 28.3 - - - 34 14.8 35.3 NODE ANALYSIS DATA I NKLERS nduthid isk NODE TYPE SPRINKLER SYSTEM HYDRAULIC ANALYSIS ' - �Paae Nov 16� 1989 � ' .-.TRGT-2A� JOB TITLE: SALES AREA GRID - PEAK EAST WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. ^ TOTAL '}D- NODE PRESS. PRESS. @ PRESS. @ PRESS. TAG (PSi) (PS}) (GPM) (PSI)' (GPM)(PS%) 0 147~0 130.0 , 3667.0 146.1 770.7 104.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL'HOSE STREAM ALLOWANCE AT SOURCE OTHER SE STREAM •ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NGDF ANALYSIS DATA 770.7 GPM 150.0 GPM 100.0 GPM 520.7 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 ' 14.8 33.4 2 14.0 K= 5.47 • 14.6 3 14,0 K= n.47 13,0 4 •' 14.0 • K= 5.47 12.4 5 14.0 K= 5.47 12,3 6. • 14,0 K= 5.47 12.4 7 14.0 K=-5.47 13.1 8 14.0 K= 5.47 15.0 9 14.8 25.1 10 14.8 ' - - - - 33.5 1.1 14.0 K= 5.47 14.7 21.0 • 12 14.0 K=.5.47 13.1 4.9~8 13 14.0 K= 5.47 12.5 ' .19'.4. 14 14.0 K= 5.47 •12,5 19.3 15 14.0 K= 5.47 12.6 .4 16 14.0 0= 5.47 13.3 20.0 17 14.0 ` � K=• 5.47 15.2 .21.3- 18 � 21,318 14.8 • - - - - 25.5 '- ~- - 19 14.8 _ - - - 33.9 - -- 20. -20 14.0 K= 5.47 15.0 .21"2 21• 14.0 K= 5.47 13.4 2040 22 14.0 K= 5.47 12.8 `19/.4 23 14.0 K= 5.47 12.8 • 19~8 24 4 K= 54� 1 ,0 � . 12.9 ��. 7 25 � �4~()� -^ K= ��.47� 1��.7 ��.3 26 14.0 - K= 5.'4715.7 �21.6 27 1 .8 �� - _ - - 26.5 -_ ~ - 28 14~8 - - - • - •34.4 -' - 29 14.0 K= 5.47 21.1 25.1 30 14.0 ' K= 5.47 20.3. 24.7 31 14.0 K= 5.47 20.3 ' 24,6 32 14.0 • K= 5.47 20.5 24"8 • 33 14.8 28.3 ' - -.•7.... 34 14.8 35.3 -.- - 20,9 19.7 19.2 19.2 19.3 19.8 21.2 :FR]NKt. FR SYSTEM HYDRAUL..IB ANAL.:YSIS F'ce JO8 - T I TLE t SALES AREA - CRR I ) - PEAK: EAST BODE . ANALYS I S DATA (c c: n t ' ;: ) • r, ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) . c 14.8 36 1.4 . t '7 14.E <� 8 14.8 C. 39 40 14.6 41 14.8 42 14.8 43 14.8 44 14.8 45 14.8 46 14.8 47 14.8 48 1.4.8 49 14.8 no 14.8 I=4 14.8 ..R 14.8 14.8 54 14.8 14.8 56 14.E.; 57 14.8 58 14.8 59 14.8 60 14-8 61 14.8 62 14.8 63 14.8 64 14.8 65 14.8 66 - 14.8 67 14.6 68 14.8 69 14.8 70 1.0 71 1.0 7 1..0 73 74 -3.0 A 14.8 8 14.8 0 -3.0 HOSE STREAM HOSE STREAM SOURCE 30.6 32.7 i 3,r..,. 34.5 38.3 36.2 39.5 37.8 40.7 39.2 42.0 40.5 •1•• _.. 4 44.6 42.7 46.3 4_,.7 4/_=r 44.5 4r .6 45 51.5 45.7 5_.5 46.1 55.7 46.4 58.1 46.5 60.8 46.6 61.8 84.6 95.1 95.) 100.1 101.9 103.6 25.1 33.4 104.1 50.0 50.0 620.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS. JOP TITLE: SALES AREA GRID - PEAK EAST PIPE DATA PIPE TAG 0.(GPM) D I A.(I N LE:NGTi END ELEV . t5CJ7.. PT DISC. VE'L (FPS.) HW.t (2) NODES • (FT) (1')• (PS1) (GFt.” F.L./FT Pipe: 1 14.8 14.0 • Pipe: 2 1.4.0 14.0 Pipe: 3 � 14.0 4 14.0 68.0 1.442 •PL. 33.4• t) 0 13,4 120 FTG T. • 14.6 2t" . 9 0 66 .)..1...: 72A0 47.1 1.442 442 PL. 12.00 PF' 1.6 5.5 14.6 20.9 9.2_ 120 FTG - ..._ PE .0.0 5.5 13.0 19.7 t).135 TL 12.00 PV 0.6 5,5 a . 5 13.0 19.7 17.4 19.2 27.4 1.442 PL 12.00 PF 0.6 5.4 120 FTG - PF. . 0.0 0.049 TL 12.00 PV 0.2 Pipet 4 8.1 1:442 PL 12.00 PF 0.1 4 14.0 5.5 12.4 19.2 1.6 120 FTi. - PE 0.0 5 14.0 5 .0 12.3 19.2 0.005 TL 12.00 PV 0.0 Fine 5 _ -1.1.1. 1.442 PL. 1.2.00 p: E").1 14.0 5.5 12 ;. Lr . 2 2.2 12G FTG G PE 0.0 J4.0 5.5 12.4 a'."7.3 0,00g T.._ 12.00 PV 0.0 Pipe:; 6 -30.4 1.44..) Pt_.. 12.00 PF 0.7 14.0 5.5 12.4 19.3 6.0 120 FTG -- - PE 0.0 14.0 5.5 13.1 19.8 0.060 TL 12.00 PV 0.2 Pipe: 7 -50.2 1.442 PL 12.00 PF 1.8 7 14.0 5.5 13.1 19.8 9.9 1.20 FTG - PE 0.0 8 14.0 5.5 15.0 21.2 0.152 TL 12.00 PV 0.7 Pipe: 8 -71.4 1.442 PL 30.00 PF 10.5 14.0 5.5 15.0 21.2 14.0 120 FTG T PE 0.3 14.8 0.0 25.1 0.0 0.291 TL 36.00 PV 1.3 Pipe: 9 10 14.8 0.0 1 14.8 0.0 5 33.4 118.0 3.260 PL 10.00 PF 0.1 0.0 4.5 120 FTG - PE 0.0 0.0 0.014 TL 10.00 PV ,").1 Pipe: 10 68.0 1.442 PL 66.00 PF 1.9.1 10 14.8 0.0 33.5 0.0 17.4 120 FTG T PE 0.3 11. 14.0 5.5 14.7 21.0 0.266 TL 72.00 FV 1.2 Pape: 11 11 14.0 12 14.0 F'ipe: 12 1' 14.0 1.; 14.0 Pipe: 1. . 14.0 14 14.0 5.a 5.5 5.5 5.5 5, J • 47.0 1.442 PL 12.00 PF 1.6 14.7 21.0 9.2 120 FTG -.. --- PE 0.0 13.1. .19.8 0.1.34 TL 12.00 PV 0.6 27.2 1.442 F'L. 12.00 PF 0.6 13.1 19.8 5.3 120 FTG -•- PES: 0.0 12.5 19.4 0.049 TL 12.00 PV 0.2 7.9 1,442 PL 12.00.• PF 12.5 19.4 1.5 120 FTG -- PE 0.0 • 12.5 19.3. 0.005 •TL.. • 12.00 PY 0.0 SPRINKLER NKLE.R SYST .M HYDRAULIC ANALYSIS P`, g + 4 JOB TITLE: SALES AREA GRID - PEAK EAST PIPE DATA (cont' ci ) PIPE TAC 0(GPM) DIA(IN) LENGTH PRESS END ELEV. NOZ. PT DISC. VEL (FPS) HW (C_.) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Riper 14 -11.4 1 44 P1.. :t2.00 PF 0.1. 5.5 1 2 5 9 "T 2 2.. . 2i y ,..r 1. 4 14.0 3 .._ a .1 1 ': r ..... ,1 1: �_, FTG I.:7 .__....._.- F'k. 0.0 15 1.4.0 5.5 12.6 19.4 0.010 T1. 12.00 PV 0.0 Pipe: 15 -30.8 1.442 P1.... 12.00 PF 0.7 15 14.0 5.5 12.6 19.4 6.1 1.20 F Tt;=; ____ PF F'F. 0.C) 16 14.0 5.5 13.3 20.0 0.062 Ti.... 12.00 PV 0.2 Pipe: 16 16 14.0 5.5 37 14.0. 5,5 -50.8 1.442 PL 12.00 PF 1.9 13.3 20.0 10.0 120 FTG PE 0.0 15.2 21.3 0.155 TL 12.00 PV 0.7 Pipet 17 -72.1 1..442 Pi_.- :.t) a fit"i PF 17 14.0• 5.5- 15.2. 21.3 .3 1•'4..2 A20 FTG • T :PE 0 . 18 14.8 0.0 25.5 0.0 0.296. -TL 36„00 PV 1..? 1R : 1';i k' 18 14.8- 14.8 Pi t::)e t 19 19 14.8 10 14.8 19 20 0.0 0.0 '25.5 121.4 .,....635 F'1.- .i 0 a 08 .PF 0.4.. 0.0 7.1 120 FIG - _. PE 0.0- .0.o .00.t:) 0.041.. T1. 10.00 F'V t').0 0.0 3,2e;,0 PL.. 10.-00 F'F~ O . .120 FTG PE- •0.0 0.032 i'.L.. •1t?.00 PV t") Pipe: 20 68.1 1.442 PL. 66.00 PF 19.2 14.8 0.0 3 3.9 0.0 11,4 120 FTG T PF 0.3 14.0 15.0 21..2 0.266 TL 72.00 FV 1.2 Pipe: 2.1 20 14.0 21 14•.0 21 ary n., n^r• 24 Pipe: 22 14.0 14.0 Pipe: 23 14.0 14.0 .%.! .0 ;.5 5.5 5 5 5.5 5.k; 15.0 13.420.0 21.4. 46.9 1.442 PL.. 12.00 PF 1.6 9.2 120 FTG ---- PE 0.0 0.134 TL. 1.2.00 PV 0.6 26.8 1.442 PL 12.00 PF 0.6 13.4 20.0 5.3 120 FIG ---- PE 0.0 12.8 19.6 0.048 TL 12.00 PV 0.2 7.2 1.442 PL 12.00 PF 0.1 12.8 19.6 1.4 120 FTG -- - PE 0.0 12.8 19.6 0.004 TL. 12.00 PV 0.0 Pipe: 24 12.3 1.442 PL 12.00 PF 0.1 14.0 5.5 12.8 19.6 2.4 120 FTG ----- PE 0.0 14.0 5.5 12.9 19.7 0.011 TL 12.00 PV 0.0 Pipe: 25 -32.0 1.442 PL 12.00 PF 0.8 24 14.0 5.5 12.9 19.7 6.3 120 FTG PE 0.0 2c-- 14.0 5.5 . 13.7 - 20.-: 0.066 TL 12.00 F V 0.3 ripe: ''‘.'44 --52 .._ 1.442 PL 12.00 PF 2.0 4 =5 �. 7 -'0.-, 12 .. �� 14.0 � i.._.. 10.-L :.:_0 .FTC - PF 0.0 26 14.0 F.5 35.7 21. . 0.1.63 TL 12.00 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 TITLE SALES AREA GRID - PEAK EAST PIPE TAG' Q(GPM) DIA(IN) I FNGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) �GUM. NODES (FT) ` (.) (PSI) (GPM) F.L./FT (PSI)` Pipe: 27 ' -73.9 1.442 PL 30.00 PF 11.2 26 14.0 5.5 15.7 21.6 14.5 120 FTG ' T PE 0.3 27 14.8 0.0 26.5 0.0 0.310 TL PV 1.4 Pipe: 28 193.5 2.635 PL 10.00 PF 1.0 ~ 27 14.6 0.0 26.5 0.0 11.4 120 FTG ---- PE 0.0 18 ' 14.8 0.0 25.5 0.0 0.098 TL 10.00 PV 0.9 Pipe: 29 254.0 3.260 PL 10.00 PF 0.6 28 14.8 0,0 34.4 0.0 9.8 120 FTG ---_ PF 0.0 19 14.8 0.0 33.9 0.0 0.057 TL 10.00 PV 0.6 Pipe: 30 56.7 1.442 PL66.00 PF 13.7 28 14.8 0.0 34.4 0.0 11.1 120 FTG T PE 0.3 29 14.0 5.5 21.1 25.1 0.190 TL 72.00 PV 0.8 Pipe: 31 31.5 1.442 PL 12.00 PF 0.8 29 14.0 5.5 21.1 25.1 6.2 120 FTG ---- PE 0.0 30 14.0 5.5 20.3 24.7 ().064 TL J2°80 PV 0.3 Pipe: 32 6.9 1.442 PL 12.00 pi- 0.0 30 14.0 5.5 20.� 24.7 1.3 120 FTG ---- PE 0.0 31 14.0 5.5 20.3 24.6 0.004 TL 12.00 PV 0.0 Pipe: 33 -17.8 1.442 PL 12.00 PF 0.3 31 14.0 5.5 20.3 24.6 3.5 120 FTG -~--- PE 0.0 32 14.0 5.5 20.5 24.8 0.022 TL 12.00 PV 0.1 Pipe: 34 . -42.6 1.442 PL 66.00 PE 8.0 32 14.0 5.5 20.5 24.8 8.4 120 FTG T PE 0.3 33 14.8 0.0 ' 28.3 0.0 0.112 TL 72.00 PV 0.5 Pipe: 35 267.3 2.675 PL 10.00 PF 1.8 33 14.8 0.0 28,3 0.0 15.7 120 FTG ---- PE 0.0 27 14.8 0.0 26.5 0.0 0.178 TL 10.00 PV 1.7 Pipe: 36 310.7 3.260 PL 10.00 PF 0.8 34 14.8 0.0 35.3 0.0 11.9 120 FTG ---- PE 0.0 28 14.8 0.0 34.4 0.0 0.083 TL 10.00 PV 1.0 Pipe: 37 19.3 1.442 PL 168,00 PF 4.7 34 14.8' 0.0 35.3 0.0 3.8 120 FTG 2T PE 0.0 35 14.8 0.0 30.6 0.0 0.026 TL 180.00 PV 0.1 Pipe: 38 309.9 2.635 PL 10.00 PF 2.3 35 14.8 0.0 30.6 0.0 18.2 120 FTG ---- PE 0.0 33 14.8 0.0 28.3 0.0 0.233 TL 10.00 PV 2.2 Pipe: 39 330.0 3.260 PL 10.00 PF0.9 36 14.8 0.0 36.2 0.0 12.7 120 FTG ---- PE 0.0 34 14.8 0.0 35.3 0.0 0.093 Ti_ 10.00 PV 1.1 SPRi 1 NKL_EF. SYSTEh'1 HYDRAULIC JOB T I TI...F : SALES AREA• CF 1 D -•PEAF EAST PIPE DATA (cant'd) • PIPE l'°AG• fel (C.PM) T) l: A.(I N) LENGTH PRESS. END F I._.E V L NO! . PT DISC' , VI::L. (FF'r) -iW (C:) (FT) : ' S1.1M , .. _ DE .(FT) (K) (P31) (G FFII). F.L./FT F= i. p .:•4 c-) 36 1.4.8 0.0 36.2 3'7 14.3.0.0. 32.7. Ploet 41 37 1.4.8 0.0 7.2.7 M 14.8 0.0 30.6 Pipe: 42 :4.8 0.0 37.2 36 14.8 0.0 .} 6, f°•r.c n 43•. 38 1.4.8•.- • .0.0 37.2 9 14.8 0.0 34.5 44 39 14,8 ..,..' .. 1 x. 8 0,0 0.0 P; pe 45 • 40 14.8- 0.0 • 38 14.8 0.0 16.6 1 .44' FL 168.00 PF. _ .5. 0.0 0..02< TL.A80-.00 PV 0.1. 290.6 2.635 PL -10,00 PF... .1 0.0 17.1 120 FTG -- - PE 0.0. 0,0 0.207 TL 1. t . 0c) PV 2.0 346.6 3.260 F'L• 1.0.06 PF - ••1.0 0.0 13.3 120 FTG --__- PF 0.0 0.0 0. 102 TL 0 . c:)c") PV • 1.2. 1.4.3 1-.442 PL 1 68.00 PF • 2.7 0.0• 7.0 120 F'TG • 2T PE i.c") :a .:C 1.;; TL. 18 .'00 PV 0.1 2,4.0. 2,i`a.-,5 FL 1 . (tc.Z PF 1 . ?'. 32.7 0>0 0..106 7L., .1.0.00 PV • 1 . l 360.9'3'.260 PL 10.00 PF 1 . 1 38.3 0.0 13,9 1.20 FTG __-- •F'F 0.0 37,2 0.0 0.110 TL 10.00 PV Pipe: 46 4O 14.8 0.0 38.3 41 14.8 n.0 36,2 Pip€ 47 41 14.8 0.0 36.2 7,9 14.8 0.0 34.5 Pipe: 48 42 14.8 0.039.5 40 14,8 0.0 38.3 Pipe: 45 42 14.8 0.0 39.5 43 14.8 0.0 37.8 Pape: 50 43 14.8 0.0 37.8 41 14.8 0.0 36.2 Pape: 51 44 1.4.8 0.0 40.7 42 14.8 0.0 39, Pipe: 52 44 1.4.8 45 14.8 {),(3 (8.0 12.5 1 .442 PL._ 168.00 PF 0.0 2.5 -120 FTG .2T •PE 0.0 • • 0.-0. 0.012 TL 180.00 PV 259.7 2.635 PL 10.00 PF• 1,7 0.0 15,3 • 1.20 FTG• ----- PE 0.0 0.0• 0.A.68 TL 10.00 PV.- 1.6 373.4 3.260 PL •10.00 PF 1.2 0.0 - 14.4 120 FTG ---- PE 0.0 0.117 TL_.• '10,00 PV. 11.3 1.442 PL 168.00 PF 1,7 0..0 2.2 •120. FTG 2T PE- 0.0 0.0 0 ..010 TL 1 0.00 PV 247.2 2.635•PL. 10...00 PF 1.5 • 0.0 14.5 i..120 FTG 0.0 0.154 TL 1 0.00 PV 384.6 3.260 PL 10.00 PF 1.2. 0.0 14.8 120 FT( 0.0 0.123 TL 10.00 PV • 1.5. 10,6 1.442 PL 168.00 PF •.1,5 40.7 0.0 2.1 120 FTG 2T PE • 0.0 39.2. 0.0 0,009 TL 180:0.00 PV 0.0 SPRINKLER SYSTEM H DRALiL I C• ANALYSIS-. •••:+70P -.TITLE: SALES AREA- GRID- PEAK EAST PIPE DATA (cant.d) • PIPE TAG G(GPM) DIA(IN) LENGTH • END• ELEV. NOZ, PT DISC. VEL.(FPS) HW(.C). -(FT) ••: NOD -r=.: (FT). (K) •-.(PSI) (8PM) a) - F" . l.._ . / 1...,. PRESS. SUM. (PST) Pipe: 53 • 236.0 2.635 PL.. •1.0.00 PF 1.4 45 14.8 i,.ty ::� . '. 0.0..-13.9 •127 F._;8 43 14.8 0.0 •37.S 0.0 0.141 TL. 1.0..(x) PV •.. Pipe: 54. 46 14.8 44 14.8 -0.0 0-0 395.2 3.260 P1.. 10.00 PF 1.3 42.0 0.0 15.2 120 FTG - --- PE 0.0 40.7 0.0 0.1.30 TL 10.00 PV 1.6 Pipe: 55 10.6 1.442 PL 168.00 PF 1.5 46 14.8 0.0 42.0 0.0 2.1 120 FTG 2T PE 0.0 47 14.8 0.0 40.5 0.0 0.009 TL 180.00 F'V 0.0 Pipe: 56 -"""rf ,1L 2.635 : P1... 10.00 F F. 47 • 14.8 0.0 40.5 0.0 13.3 • 120 •FTG -- •PE • 45 14.8 0.0 39.2 • 0.0 0.1'.9 TL. 40.00 PV Pipe: 57 405.9.: 3.260 F'L. 40.-00 PF 1.4-• 48. 1.4.8 - 0.0 .4: . 4j. • 0.0 ' :::1 „ i', 120 FTG •_ __,._ F`E- 0 '; 4 �-.. i 8 o.c .Ca 0.00.5. 6 t.. 10.00 PV i ,n. P.1.;JC.: 58 11.:,, 1.442 n.'. i 48 14.8 0.0 4 3.4 0.0 2.2 120 FTG 2T PE 0.0 49 14.8 0.0 41.6 0.0 0.010 TL 180.00 PV 0.0 Pipe: 59 214.7 2.6:5 PL 10.00 PF 1.2 49 14.8 0.0 41.6 0.0 12.6 6 12 0 FTG --- PE 0.0 47 14.8 0.0 40.5 0.0 0.118 TL. 10.00 PV 1 . 1 Pine: 60 41.7.1. 3.260 PL 10.00 PF 1.4 50 14.8 0.0 44.8 0.0 16.0 120 FTG ---- PE 0.0 48 1.4.8 0.0 43.4 0.0 0.14.3 TL 10.00 PV 1.7 Pape: 61 50 14.8 0.0 44.8 0.0 51. 14.8 0.0 42.7 0.0 12.5 1.442 PL 168.00 PF 2.1 2.0 120 FTG 2T PE 0.0 0.012 TL 180.00 PV 0.0 Pipe: 62 203.5 2.635 PL. 10.00 PF 1.f 51 14.8 0.0 42.7 0.0 12.0 120 FTG - - PE 0.0 49 1.4.8 0.0 41.6 0.0 0.107 TL 10.00 PV 1.0 Pipe: 63 429.7 3.260 PL 10.00 PF 1.5 52 14.8 0.0 46.3 0.0 16.5 120 FTG ---- PE 0.0 50 14.8 0.0 44.8 0.0 0.152 TL 10.00 PV 1.8 Pipe: 64 14.2 1.442 PL 168.00 PF 2.6 52 14.8 0.0 46.3 0.0 2.8 120 FTG 2T PE 0.0 53 14.8 0.0 ....43.7 0.0 0,015 TL 180.00 PV 0.1 F i pt:: 65 190.9 2.1+35 PL 10.00 PF 1.0 14.8 0.0 43.7 0.0 11.Y 120 FTC; --_- PF 0.0 51. 1.4.8 0.0 42.7 0.0 0.095 TL 10.00 PV 0.8 SPRINKLER SYSTEM HYDRAULIC; ANALYSIS JOB TITLE: SALES AREA GRID - PEAK EAST PIPE DATA (cont`d) PIPE TAG 0 (GPM) DIA(IN) LENGTH PRESS. END EL.►=V. NOZ. PT DISC. VEL(FPS) HW(C) (FT). SUM. NODES (FT) (t') (PSI) (GPM) F.L../FT (PSI) C;4 5.. 54 5 5• 55 00 Pip r a 66 14.8 1.4.8 Pipe., 67 14.8 14.8 Pipe: 68 14.8 14.8 0.0 €.0 0.0 0.0 0.0'€ 47.9 46.7 47,9 44.5 443.9 0.0 17.1 0.0 0,0 0-0 0.0 ..260 PL. 10,00 PF 1.6 120 FTC PE 0.0 0.161 TL 10.00 PV 2.o 16.4 1.442 P1.... 1'68..00 PF 4 • 75'..2 • 420' FTG '`r F`F 0.0 0.019 TL: 110..00 PV 0.1: 176.7 2..635 PL - 10.00 PF 0. F 44.5 0.0 10.4 120 FTC, - P•E 0.0 47.7 0. C€ 0.083 TL 10 00 PV 0.7 .Pipe: 7..r 6946t., . 3.260 PL. 1000 F' ... '1 7 F' 56 14.9 0 0 49.6 0.0 17.7 •1. 20 FTG --- PF 0.0' 54 • 14..8. • 0.0 47.9 - 0.0 0 17'' TL 10.00 PV Pipe: : 70 18.9 1 .-442 P1_.• 1.6.9.60. PF 4.5 56 14,e.. 0.0 49.6. •0 t E 0,0 .. _.� 1,.... FTC; � Fri - 5•% 14.8 0.0 45.2 0.0 9. 4 120 FTG --_- PE 0,0 53 14.8 0.0 44.5 0.0 0.069 .1..L , 10.00 PV 0.6 Pipe. 72 479.1 3.260 PL 10.00 PF 1.9 58 14.8 0.0 51.5 0.0 18.4 1 20 FTG PE 0.0 56 14.8 0.0 49.6 0.0 0.185 TL 10.00 PV 2.3 Pipe: 7.`y 21.7 1.442 PL 168.00 PF 5.8 58 14.8 0.0 51.5 0.0 4.3 120 FTG 2T PE 0.0 59 14.8 0.0 45.7 0.0 0.012 TL 180.00 PV 0.1 Pl.pe: 74 59 14.8 57 14. 0.0 0.0 Pipe: 75 60 14.8 0.0 58 14.8 0.0 141. 2.635 PL 10.00 PF 0.5 45.7 0.0 8.3 120 FTG - - PE 0.0 45.2 0.0 0.055 TL 10.00 PV 0.5 50.5 500.8 3.260 PL 10.00 PF 2.0 0.0 19.2 120 FTG - PE 0.0 51.5 0.0 0.201 TL. 10.00 PV 7.5 Pipe: 76 24.8 1.442 PL 168.00 PF 7.4 60 14.8 0.0 53.5 0.0 4.9 120 FTG 2T PE 0.0 61 14.8 0.0 46.1 0.0 0.041. TL. 180.00 PV 0.2 Pipe: 77 119.8 2.635 PL 10.00 PF 0.4 61 14.8 0.0 46.1 0.0 7.0 120 FTG PE 0.0 59 1.4.8 0.0 45.7 0.0 0.040 TL 10.00 PV 0.3 Pipe. 78 62 14.8 60 14.9 0 0.0 55.7 00.5 529.6 7.260 P1._ 10.00 PF 2.2 0.0 20.2 120 FIG PE 0.0 0. 0 0.220 Ti:.. 10.00 PV 2.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 slop TITLE: SALES AREA GRID -- PEAK EAST PIPE DATA (c:cnt' d ) PIPE TAC; 0.(GPM) DIA (I N) LENGTH END ELEV n N07.. P`I• DISC. VF"►.... (FPS.) HW (C) (FT ) NODES (FT.) • (k) (PST) (GPM) F.L.iF.�. PRESS. SUM. (PST) Pipe: 79 28.1 1.442 F.... 1.68.00 PF i.0 62 14. S 0.0 55.7 . t 0. .0 5.5 1 2i FTG:: :21 F= :0..0 63 14.8 0.0 46.4 0.0 0.052 TL. 18000 PV 0.2 Pipe: 80 95.0 2.635 PL 10.00 PF 0.3 6:' 14.8 0.0 46.4 0.0 5.6 120 FTG-- PE 0 0 61 14.8 0.0 46.1 0.0 0.026 TL. 10.00 PV 0.2 Pipe: 81. 553.7 3.260 PL.. 10.00 PF 7%4 64 14.8 0.0 58.1 0.0 t 1..3 120 FTG ---- PE 0.0 62 14.8 0.0 L7.' 7 0.0 i r 4:7' TL. 10.00 PV 3.0 t"•`i' r,31.6 14442 PL._ E? .. 0t i PF 11.6 64 14.8 0.0 58.1 0.0 120 FTG 2T PE 0.0 65 14.8 0.0 46.5 0.0 0.064 Ti. 180.00 PV 0.3 i : c' _ 66.9 .fir r:. 10.00 P E 0.1 65 0.0 46, :' 0.0 120 FTG 63 1,4„8 j 4 -t , .4. 0„ 0 00, t..! . ..n � L 4 TL 10.00 PV 0.1 i -:!5r.,.. ..;..... . G!N � 54 :.lt.....! ._,..'. '• '..)e-.0 . r.r f:,t_T r•L.. 10.00 _ PP 2./ 66 :14.E 0,-.) 60.8 0.0 22.5 120 FTG -••--- PFS 0.0 64 14.8 0.0 58.1. 0.0 0.268 TL 10.00 PV 3.4 Pipe: 85 35.3 1.442 PL 168.00 PF 14.2 66 14.8 0.0 60.8 0.0 6.9 120 FTG 2T PE 0.0 67 14.8 0.0 46.6 0.0 0.079 TL 1E0.00 PV 0.- P] .3 f:'i. pp R 86 75.7 2.6`.5 PL. 10.00 PF 0.0 67 14.8 0.0 46.6 0.0 2.1 120 FTG ---- PE 0.0 65 14.8 0.0 46.5 0.0 0.004 TL 10.00 ', PV 0.0 Pipe: 87 -620.6 4.260 PL 2 . `.•0 PF 1.0 66 14.8 0.0 60.8 0.0 14.0 120 FTG E PE 0.0 68 14.8 0.0 61.8 0.0 0.081 TL 12.50 PV 1.3 Pape: 88 -620.6 4.260 PL 270.50 PF 2Y.8 68 14.8 0.0 61.8 0.0 14,0 120 FTG E PE '0.0 69 14.8 0.0 84.6 0.0 0.081. TL 2E0.50 PV 1.3 Pipe: 89 -620.6 4.260 PL 13.80 PF 4.5 69 14.8 0.0 84.6 0.0 14.0 120 FTG TGA PE 6.0 70 1.0 0.0 95.1 0.0 0.081 TL 55.80 PV 1.3 Pipe: 90 -620.6 8.071 PL. 1.00 PF 0.0 70 3.0 0. 0 95.1 0.0 7.9 120 FTG ---- PE 0.0 71 1.0 0.0 95.1 0.0 0.004 TL 1.00 PV Pipe: 91 FIXED PRESSURE LOSS DEVICE 1. 1.0 0.0 95.1 0.0 5.0 psi. 620.6 gpin 72 1.0 0.0 100.1 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYS JOB TITLE: SALES AREA GRID •- PEAK EAST PIPE DATA (cont'd) PIPE TAG 0(GPM) DIA(IN) LE GTH ENI) ELEV. NOZ. PT DISC. VEL (FPS) HU (C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT PRESS- SUM- (PST) RESS.SUM.(PSS) Pipe: 92 -620,6 P.071 PL 1.00 72 1.0 0.0 100.1 0.0 3.9 120 FIG F. PE. 73 --':.0 0.0 101.9 0.0 0.004 l..L 19.00 PSV Pipe: 9'. -3.0 0.0 101.9 0.0 103.6 -620.6 8.140 F'I._: 515.00 FF 1.7 0.0 7.8 140 FTG E2T3G PE 0.0 0.0 0.007. TL. 648.00 PV 0.1 Pipe: 94 -620.7 8.140 PL 125.00 PF 0.5 -7.0 0.0 107..6 0.0 7_... 8 140 FTG ET PE 0.0 3.0 SRCE 1.04.1. (N/A) TL 105.49 FV 0.1. P X Fie : 9 J 50.o 3.260 PL -2.00 PF 0.0 14.8 0.0 32.4 0.0 1.9 120 FTG ---- PE 0.0 14.8 H.S. T.'•.. 4 50.0 0.007 TL 2.00 PV 0.0 Pipe: 96 50.0 2.635 PL 2.00 PF 0.0 9 14,2 0,0 ^5.1 0.0 2.9' 120., FT G 0.0 F! 14..8 H.S. 25.1 50.0 0.008 TL 2.00 F='V 0.1 NOTES: (1) Calculations were performed by the HASS 5.:.0 computer program under license no. 4 C1287C granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been =balanced to provide an average imbalance at each node of 0.008 qpm and a maximm imbalance at any node bf 0.522 gpm. (3) Velocity pressures are printed for information can1y, and are not used in balancing the system. Maximum water velocity in any pipe is 22.5 ft/sec. SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SALES AREA GRID PEA}EAST PIPE F # T•7 I NCS TABLE Pipe Table lintel STANDARD.P'IP Nominal Equivalent Fitting Lengths Diameter in FeetC=1..s 0 ) 1.00 ,._.00 5.00 2.00 5.00 1,.00 1..00 1.0.00 10.00 1.25 7.00 f,.(:)C 2,.00 7.00 6.00 1.00 10.(H 10,O0 1.50 4.00 ? .: t)t 9.00 6.00 1.. t:)t:) 1. t:), t )t:) 10.00 2.06 5.00 J0.00 7.00 11.04:) h.00 1 .Y:)0 1.0.00 10.00 2.50 6.i)() 12.00 4.00 14.00 7.00 1.00 10.00 10.00 7.00 7.00 15.0r) ;.`, . (o 16.00 10.00 :1.00 1. 7. . 0t�) 10.00 3.50 8.00 17.00 5.00 19.00 11.00 1.00 14.00 10.00 4.00 10.00 20.00 6.01) 22.00 1 .00 2.00 20.00 10.00 5.00 1.2.00 25.00 8.00 2T7.00 9.00 2.00 21.00 15.00 6.t10 1.4.00) -.0,0)0 9,00 -z:..{?.tjt") 1.0.00 _.00 28.00 19,00 00 -,. .f)t) 1.•. .i`�t:t '�'t'i t')t) .1 -'„on '�H .i)t) . �.t.)t„) .r.?.(X S.t_fi)t" iS. ' 7 0.00 .:00 50.00 55.00 9.00 r.: t:)t") 40.00 12.0r) 7/.00 60.00 18.00 65.00 Ti.00 6.00 49.0)0 75.00 16.00 7.;:-..00 70.00 28.00 86 . 00 22 00 7.00 67.00 45.00 18.00 79.00 0t') 85. t:)t) ' . C)t') 98.o0 Ty'/ . )t i R.00 7(1.t:)f) 50.00 Fittng Code ... t_;;•rr.;. E: rc (1._c5 rd ell i c: ? L. .CJnq turn ell p t.. ' J hi•! C 1 1 =B"itt e?S,y valve ' t hvalve • ._ ..-: check ::a , n:,,,,d r ✓ p i.. I"ie• v& :I. 'e SPRINVLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SALES AREA GRID - PEAK: EAST WATER SUPPLY CURVE 190+ 1.657 150+ \\0\.\\\\\\\\\• - \\\\\\\\\\\\\\ • • \-\\\\\\\\.\\\\\ 1.35+ \\\\\\\\\\\\\ 130.0 psi (:+ 3667 gpm-:> Flow '►est Point -.P120+ R A >:� 1 • .';1.05+ z 60+ 45+ 30+ LEGEND X = Required Water Supply 104.14 psi @ 770.7 gpm 15+ 0 = Available Water Supply 146.05 psi @ 770.7 y pm 11 11 11 11 11 0++-+ + + -+ + + 8001200 1600 2000 2400 i , 8t. 0 .3200 3600. 4000. FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS ate: Nov 16, 1989 v� �'1 TITLE: TLE : STOCK ROOM OB • WATER SUPPLY DATA SOURCE NODE TAG 0 STATIC PRESS. (PSI) 147.0 TOTAL TOTAL OTHER TOTAL REBID. FLOW PRESS. (PSI) (GPM) 130.0 366 AVAIL. TOTAL PRESS. C DEMAND (PSI) (GPM) REO'D PRESS. (PSI) 7,(:; 14;..5 1987.8 11 5.1 NOTICE SUBJECT TO FIELD INSPECTION OF THE COM- PLETED INSTALLATION, AND CONTRACTCTS SUBMISSION OF CERTIFICATION OLF REQUIRED FLUSHING AND HYDROSTATIC TESTS. FLOW AT SOURCE HOSE STREAM ALLOWANCE AT SOURCE HOSE STREAM ALLOWANCES DISCHARGE FROM ACTIVE S ': NKLER :OFPNALYIS DC -TA NODE TAG ELEVATION (FT) NODE TYPE 1-4-0 '.:.. , i,, 1,'',.'., - i . _ ... / lg.(' F:.= 5.6G 7 19.0 K:= 5.60 11 19.0 F`= 5.60 12 19.0 K= 5.60 17 14.0 v= 5.60 14 19.0 -- - - - 15 19.0I= 5.60 16 19.0 I= 5.60 17 19.0• F:= 5.60 21 16.5 V= 5.60 19-5K= 5.60 23 18.5 K= 3.60 24 18.5 - - - - ▪ 5 18.5 I.__ 5:.60 26 18.5 Ei'= 5.60 18.5 I= 5.60 1 18,5 F:= 5.60 _' 2 18,5 V.- 5.60 33 18.5 I`.= 5.60 34 18.5 - - _ _ 35 18.5 V:= 5.60 36 1.6.5 F= 5.60 37 18.5 K= 5.60 41. 18.3 K= 5.60 42 16..3 F= 5.60 4- 18.3 .= F..611 44 1.8... - - - - t`-, iE.7 r= 5.60 46 16, .. 5.60 1987.8 GPM 400.0 GPM 100.0 GPM r, 1487.8 GPM nod vstrid ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON INFORMATION SHOWN AND D IS.BJECTETO COMMENTS (E,PM) isk SI) 0 HEREON, DATE ` b -�-.�- 74.b 27.2 '75.7 27.6 29.7 30-5 74.5 28.8 27.3 25.6 _.5.7 29.5 x'7.9 26.4 8.8 30.5 L2.2 36.7 30.0 26.4 26.9 -9.9 71.6 37.6 29.5 LETTER, OF 41989 76.4 29.4 31.1 29.: 28.4 29.8 30.7 71.5 70.4 29.6 26.8 30.1 30.9 31.8 30.7 29.9 29.0 30.6 31.5 37.7 31..._ 70.4 e Nov,;1 , "<1999 Jk B TITL.Ew 'STQck fOOM WATER" UPPLY DATA.. f�URCE STAT.1 C, RES TD .. FLOW AVAIL: TOTS NODE PIESS. PRESS. PRESS.'.@ ..;TA n I' (PSI) (GPM) . 1PS1 i t 1 t .0 3667.0 141.5 198' TATA FI..OW. AT SOURCE . Tt!TA STREAM ALLOWANCE AT SOURCE T # `STREAM ALLOWANCES TOTAL WAR SE FROM ACTIVE SPRINKLE NODE TA a ELEVATION NODE TYPE PRESSURE DI ST (FT)(RSI) (COM) 24 �?5 26 2 9.0 K 5.60 27.6 29.4 9.0 1' 5.60 29.2 9.0 }<= 5.60 30.8 3t4 19.0'" 34.8 19.0 := 5.60 28.7 3C?.0 19.0 fi-=56U 27.2 :. , 19.0 K:= 5.60 25.7 19.0 K. = 5.60 27.6 4 1-1.0 = 5.60 29.3 .: 19.0 h:= ,5.60 . 30.9 31,; 19.0 - 34.9 �. 1.9.7 K 5.60 29. $ . 19.0 K= 5.60 27.3 /9.0' K= 5.64 25.8 2 3,:4 .5 :, K.= 5.60 2.8...8.. ... K= 5.60 30.0 30.7 1 5 K 5.60 31.6 1.5 18.5 35.7 ;-a S.5 K= 5.60 29.5 >. 4 1.8.5 K= 5.60 27.9 29.6 1 3.5 K= 5.60 26.4 t.8 18.5 k'= 5.60 28.8 0.1 X 5.5 K=.- 5.60 30.5 3O9 18...5 h= . 5.6Q 32.2# 1 fit.5-� 363 +� O .5 R." 5.60 ,3O -. 0 r`.l 18.5 k:'= 5.60 28.4 2 .9 18.5 ice= 5.60 26.9 2 :0 1 . "'1 k:= 5.60 29.9 • 3t3.6 18.:, <= 5.60 31.6 31.5 8.3 ' K 5.60 33.3 2, 3 18.E 37.6 �. 18.3 K= 5.60 31.1 31.2 18.3 K= 5.60 29.5 30.4 sPRI h ;Yqx Y } 308 TITLE: ST0Ci� ROOM NODE ANALYSIS DATA .tc.ont'cti NODE ,TAG ELEVATION . > `NODE` `TYPE ; PRESSURE DISCHARGE (FT) t (PSI) ( P 47 18.3 K= 5.60 27.8 29.5 51 18.3 K= 5.60 31 ,4. ; 1.3 52 18.3 += 5.60 33.0 4 53 18.3.f.= 5.60 34.8..)„.. 54 18.3 39.2 2 55 18.3 K= 5.60 32.4 3:1.9 56 18.3 K= 5.60 30.8 ' 31.1 57 18.3 K= 5:60. 29.1 30* 61 ,, 18.0 K= 5.60 33.3 32.3 62 �. 18.0 K. 5.60 35.2 . ;3 *2 63 ' .. 18.0 ` K- 5.60 37.1 3 .1 64 18, - 41.8 65 18.0 1.= .8 .60 34.6 32.9 66 18.0 K= 5.60 32.8 3.2.1. 67 18.0 K= 5,60 31.0 31.2 71 18.0 K= 5.60 33.6 32.5 72 18.0 K= ' 5.60 35.6 33.4 73 18.0 k::= .5.60 37.5 34.3 74 18.0 42.3 - 75 18.0K: 5.60 75.0 33.1 76 18.0 K= 5.60 33.2 32.3 77 /8.0 ' K= 5.60 31.3 31.3 104 15.0 - - 45.3 114 15.0 - 45.5 124 15.0 _ _ 45,9 134 15.E - 46.7 144 15.0_ _ _ 48.E- 154 15.0 5 0.0 164 15.0 - - 52.8 174 15.0 „ - 53.3 - - -. 175 15.0 - 77.6 .. - 176 15.0 - - . -- 83.9 177 1.0 _ - _ 95.3 178 1.0 _ 95.4 1.79 1 .0 100.4 180 0.0 - 101.2 181 -3.0 112.2 A 0.0 HOSE STREAM 51.8 50.0 8 0.0 HOSE STREAM 61.1 50.0 0 -3.0 SOURCE 115.1 1587,8 eni N#C; G8 TITLE: STOCK ROCIM' IPE DATA PIPE 'TAG END ELEV. NODES (FT) 5 Pipe: 1 19.x:' 19.0 Pipe: 2 19 19 Pape: 0 R . EY.STE OU G(GPM) DIA(IN) ?3I VEL. (FPS) 4414(C) (CF` 1 ) F• /FT 5.6 27.6 29.4 5.6 29.2 , 30.3 5.6 29. 2 ' 30.3 F 5.6 30.8 31.1 19.0 '5.6 19.0 0.0 Pipe: .4 �* 1 9 .0 19.0 Pipe: 5 19.0 19.0 Pipe: 6 19.0 19.0 -29.4 1.104 PL; 7.90 PF 9 9 120 FTC -•r-- P3. t, 0,707. TL >. 7.`90 pv 0:7 -59.7., ''1.452 PL 11.6 120 FTG 0.202 TL'' 7 90' 0 0.9 -90.7 1 :452 PL 1 30.8 31.1 17.6 120 FTG`' D, 34.8 0.0 0.438 TL 9.1.0 PV 2.1 87.6 0.0 34:. # 0.0 17.0 5.6 28.7 30.0 .x,7.6 5.6 28.7 30.0 11.2 5.6 27.2 29.2 5.6 27.2 29.2 5,6 25.72 28.4 Pipe: 7 11 19.0 5.6 12 19.0 5.6 Pipet 8 12 19.0 13 19.0 13 14 Pipe: .9 19.0 19.E 1.452 ` FL 6:80 PF 6. 1 120 FTG T PE 0.0. �.. 9 0.410 TL_ : .4 . ,80 1.452 PL ' 7.90 PF ,. 1.5 120 FTG PE 0. 0.189 TL7.'90 FAV 0.8 28.4 1.104 PL 9.5 120 FTG 0.194 TL T.9 _29M4 27.6 . 29.4 9.9 29.3 30.3 y 159.7 5.6 29.3 30.3 11.6 5.6 30.9 . 31.1 -90.9 5.6 30.9 31.1 17.6 0.0 34.9 0.0 Pi.px 10 14 19.0 0.0 15 19.0 5.6 Pipe: 11 15 , 19.0 16 19.0 Pipe: 12 16 19.0 17 19.0 21 22, Pipe: 13 18 a 18.5 7.90 PF 1.104 PL. ' ``_. 7.90 120 FTG 0.207 TL 7..'90 PV 0.7 1.5. 0.0 0.6 .6 1.452 PL 7.90` PF 120 FTG ,,--. .PE.. 0.202 TL 7.90 PV 1.6 0.0 0.9 1.452 PL 1 , `10 PF 4.0 120 FTG T . PE 0.0 0.439 TL 9.10 PV,. 2.1 87.7 1.452 PL 6.80 ; PF 34.9 0.0 17.0 120 FTG 7". PE 28.8 30.0 0.412 Ti.: 14.80 PV 5.6 28.8 5.6 27.3 29.3 57.7 30.0 11,2. 28.4 5.6. 27.3 29.3 9.5 5.6 25.8 28.4 5.6 5.6 28.3 -29.8 29.8 10.0 30.. 7 6.1 0.0 1.9 1.452 PL 7.90 PF .1.5 120 FTG _:... . # 0.0 0.189 TL. 7, 90 PV 0.8 1.104 PL 120 FTG 0.194 TL 7.90 7.90 PF PE PV 1.5 0.0 0.6 1.104 PL 7.90 PF 1.7 120 FTG PE 0,0 0,212 TL 7.90 PV 0.7 SPRINkt t :SYSTEM :HVDRAUL.'IG AN 1LYSI JOB TITLE: ' STOC1, ROOM PIPE DATA (core t c9 ) PIPE. TAG Cl(GF'M) DJA( IN) LENtG END ELEV . ;. NO ,.. FT 3I'SC . VEL (FPS) 'Ht4 (C) ;SFT NODES (FT) (ice'..) {PSI) (GPM) F.L./FT PI S. Pipe: 16 -60.4 1.452 PL 7.90 PF 1'.6 22 18.5 5.6 30.0 30.7 ," 11.7 120 ' FTG :„. _ PE . .0.0 23 18.5 5.6 31.6 31.5 0 , 207 TL 7.90 PV 0.9 Pipe: 17 -91.9 1.452 PL 1.10 .PF 4.1 23 18.5 5.6 31.6 31.5 17,8 120 _.FTG T PE 0.0 24 18.5 0.0 35.7 0.0 0.449 TL 9.10 PV 2.^i Riipe: 1S 88.7 1.452 PL 6.80 PF X6.2 ',4 10.5 0.0 35.7 0.0 17.2 120' FTG T PE 0. -5 18.5 5.6 29.5. ' 30.4 0.421 TL 14.80 PV 2.0 Pipe: 1.9 58.3 1 .452 PL 7' .90 PF 1.5 25 18.5 5.6 29.5 30.4 11.3 120 FTG ---- , PE 0.0 26 18.5 5.6 27.9 29.6_ 0.194 TL 7.90 .. PV 0.9 ,. Pipe: 20 28.8 1 .104 PL 7.90 PF 1.6 26 18.5., 5.6 27.9 29.6 9.6 120 FTG PE 0.0 27 18.5 5.6 26.4 28.'8 0199 TL.. . 7.90 PV 0.6:. Pipe: 2 t„ 30.1 1.104 PL 7.90 PF 1.7 31 18.5 5.6 28.8 30.1 0.1 1 0.1 120 FTG ---- PE 0.0 32 18.5 5.6 30.a5.t 30.9 0.216 TL 7.90 PV 0•« 7 Pipe: 22 -61.0 1.452 PL 7.90 PF 1.7 32 18.5 5.6 30.5 30.9 11.8 120 FTG PE 0.0 33 18.5 5.6 32.2 31.8 0.210 TL 7.90 PV 0.9 Pipe: 23 -92.8 1.452 PL1.1 0 PF 4.2 33 18.5 5.6 32.2 31.8 18.0 120 FTG T PE 0.0 +4 18.5 . 0.0 36.3 0.0 0.457 TL 9.10 PV 2.2 Pipe: 24 89.6 1.452. PL. 6.80 PF 6.3 34 18.5 0.0 36.7 0.0 17.4 120 FTG T PE 5 18.5 5.6 30.0 30.7 0.428 TL 14.80 PV 2.0 Pipe: 25 58.9 1.452 PL, 7.90 PF 1.6 -r.5 18.5 5.6 30.0 30.7 11.4 120 FTC PE. 0.0 76 18.5 5.6 28.4 29.9 0.197 TL. 7.90 PV 0.9: Pipe: 26 29.0 1.104 PL. 7.90 : _ PF 1.6 36 18.5 5.6' 28.4 29.9 9.7 120 FTG ------ PE 0.0 37 18.5 ' 5.6 26.9 29.0 0.202 TL 7.90 PV 0.6 Pipe: 27 -30.6 1.104 PL 7.90 PF 1.8 41 18.3 5.6 29.9 30.6 10.3 120 FTG PE 0.0 42 18.3 5.6 31.6 31.5 0.223 TL 7.90 PV 0.7 Pipe: 28 -62.1 1.452 PL 7.90 PF 1.7 42 18.3 5.6 31.6 31 .5 12.0 120 FTG PF. 0,0 43 18.3 5.6 33.3 32.3 0.217 TL 7.90 PV 1.0 SPF 11 F ti Ef2.' BYilT f YDRAUL fC RNAI Y -S 1.G , J TITLE. STotirF OID1 s PIPE DATA (ci rit''d) P:/PE TAG 12( PM) »14(1nf) EVD ELE ©i, PT C U.EL(FPS) kWCt) FT1 NODES (FT) Et t ).. (GPM) F.L./FT i $1 Pipe - 29 x : 94.4 1.45 PL . 1.1 Q FF 4.3. 43 18 .3, 5 6 .3 .3 2.;� 18.3 120 FT{ 44 18 3 `0.0 37.6. 0.0 0.472 TL 9 10 P :.. 2.3 Pipe. 30. 4 18.3 1 18.3 °' 46 x 30p 18 18'. .6 91.2 " 1.452 PL «: ' 17.7 120 FTG 1.2 4:442 TL .1 31.2 9:5 . 30.4 59.9 11.6 .452 120 FTa- 0.204 TL, - w Pi.pe: ' 3.0B 29.5 1 . 104 F'L ' 7.90 PF 1 .6 46 18.3 . 8 35. 29. 30.4 9.9 12047 18P 5.6 27i8 29.5% 0.209 FTTG w00..U/ .,.,- Pipe: 31 51 18.3 52 18.3 -31.3 1 .104 PL .•6 31.2 ' 31.3 10.5 '1.20 FTG, 33.0 32.2 0.232 T1.. _7.90 PF. k1 * 8 0.0 `90 P 1 ' 0.7 ipe 32:..., -6:3.4 ' 1.452 PL :7r 90 52 18.3. 5.6 3" 3,0 32.2 12.3 ' 120 FTG *... 53 .18.3 5:6. 34.8 33.0 0.226 TL Pipes 33 18 � 4 18.3 ip+ : 34 54 : 18.- 5 8.5 ie.3 -96.5 1.452P'L 1' .b 34.8 "; 33.0 18.7' 120 FIG, ' .:. 39.2 0.0 0.491 .'TL; 93.1' ..:1..4152 PL .0 39.2 .0.0 18.0 ' 120 FTG . ► `: 32.4 31.9 . 0.460 TL d • Pipe m 35 55 18:.3 S.6 ;'2.4 31.9 56 18.3 5.6 30.8 31.1 61.2 11.9 1.452 PL' 120 FTG.: 0.212 TL •` 0 90 P.F.' "„404. .My 0 PV .0 1.0 '0,0 0,9 Pipe: 36 . 30.2 1.104 PL ' ..90 PF 1.7 56 18,3 "J.6 30.8 31.1 10.1 120 FTG 0.0 57 18.3 : .. 6 29.1 30.2 0.217 TL - 7.90 PV . .: t .7 ipe:' 61 62 37 -32.3 1.104 ' PL 18.0 , 5b 33.3 32.3. 10.8 '1.20.:F1 18.0 , 5w 35.2 33.2 0.246 T1 ,9 .0 .8 Pipe: 38 . -65.5 1.452 PL, 'x.:90 P i w'9 62 18.0 "5.6 35.2 33.2 12.7 120 FTG : ....:,... , pE ..0.0 b3 18.0 5.6 37 i 1 34.1 0.240 TL 7.90 . PV 1.1' Pipe:39 -99.6 . 1 .452 PL :- 't. 10 PF • 4.7 6> 18=0 5.6' 37.1 34..1 1.9.3 120 FTG T PE. 0.0 64 18.0 0.0 41.8 .. 0.0 0.521= TL , '9.' 1'0 PY' 2.5' SPP I NKLEP SYS'T'EM HYDRAULIC ANAL -VST Jots TITLE: STOCK , ROOM. PIPE DATA (ccint'd) PI PE TAG END ELEV. NOZ. NT LIES (FT) (K) Pipe: 4c 64 18.0'' 65 18.0 0.0 5.6 Pipe: 41 65 18.0 5.6 66 18.0 5.6 Pipe: 66 67 PT Disc.' PSI) (GPM) ITGPN3 DIA( IN) 4.01 + PRESS. VELCFPS)HW(C) :', 'W FT1 ,: :,,SUM. F.L./FT fPsi ) 96..2 41.8 0.0 18.6 34.6 32.9 1.452 PL 120 FTG 0.488 TL .14#80 6..`BO PF 63.3 1 .452 PL. 34.6 .3 2.9 12.3 120 FTG -2.1 7).225 TL. 32.8 42 31.2 18.0 5.6 32.8 32, i 10.5 18.0 5.6 31.0 31.2 Pipe: 43 71 18.0 .5.6 72 18.0 5.6 Pipe: 72 73 r a .90 PE Py1 . 0 'F 1,8 PE 0.0 1.0 1.104 PL :7.'90 •PF` , 1. 120 FTG -- PE 0.0 0.231. TL 7.90 PV " 0.7 -32.5 1.104 PL, " 7.90 9() P 2.0 33.6 32,5 10.9 120 FTG - PE. 0.0 35.6 33.4 0.249 TL 7.90 PV O. 44 -65.9 1.452 PL. 18.0 5.6 35.6 33.4 12,8 120 FTG 18.0 5.6 37.5 34.3 0.242 TL. F'ipe: 45 73 18.0 5.6 37.5 74 18.0 0.0 42.3 Pipe: 46 74 18.0 75 18.0 Pipe: 47 75 18.0 76 1E1.0 0.0 5.6 -100.1 34.3 19.4 0.0 96.7 42.3 0.0 18.7. 35.0 33.1 63.6 5.6 35.0 33.1 12.3 5.6 .6. 33.2 32.3 Pipe: 48 76 18.0 5.6 77 18.0 5.6. 104 Pipe: 49 15.0 :. 4 19.0 114 14 Pip 50 15.0 19.0 0.0 0.0 31.3 37x.2 32.3 10.5 31.3 7,1 .3 45.3 34.8 0.0 0.c) 7.90 PF. 1.9 PE 0.0 7.90 PV 1.1 1.452 PL -1.10 PF 4.8 120 FTG T PE0.0 0.526 TL 9.10 PV .. 2.5" 1.452 P1. 6.$0 PF 7.3 120 FTG T PE 0.0 0.493 TL 14.60 PV 2.4 1.452 PL 120 FT6 0.227 TL 1.104 PL. 120 FTG 0.233 TL 7.90 PF, 1.8 - PE 0.0 7.4+0 PV 1".0 7.90 7.90 PF PE PV 1.8 0.0 0.7 178.3 1.687 PL. 4.00 PF 8.8 25.6 120 FTG T PE 1.7' 0.737 TL 12.00 PV 4.4 178.6 0.0 45.5 0.0 25.6 0.0 34.9 0.0 Pipe: 51 124 15.0 0.0 24 18.5 0.0 1.687 Ft 4.00 120 FTG T 0.739 TL . 12.00 /80.7 1.687 PL 3.50 45,9 0.0 25.9 120 FTG 35.7 0.0 0.755 TL. . 11.,50 Pipe: 52 134 15.0 0.0 . 46.7 34 18.5 • 0.0 36.3 182.3 0.0 26.2 0.0 PF PE PV PF PE PV 1,687 PL 3.50 PF 1-20 FTG T' PE 0.768 TL 11.50 PV 8.9 1.7"'. 4.4 8.7 1.5 4.5 8.8. 1.5 4.6 . SPP IN L EFS , SYSTEM HYDRAULIC ANALYS 1013TITLE: STOCL ROOM 'PIPE DATA (cor►t.'t) --PIPE, TAG '01GPM) DIA(IN) END Et..EV . ' NOZ PT, DISC.'.. VEL {FPS):; HW (C) (1 T NODES (FT) (N') (P91), (GPM) ` f`FtESS. PSI) Pipe: 53_ 185.6 1.687 PL x.30 PF 9.0 144 15.0 0.4 48.0 0 C 26.6 120 FTG T PE 1.4 44 18.3 0.0 , 37.6 0.0 0.793 TL ':1 30 Py 4.8 Pipe; 54 : 189.6 1 .687 PL ; 3,,:30 PF 9.3 .` 154 ' 15.0 0.0 50.0 0.0 27.2 120 FTG T . PE 1.4 54 18.3 0.0 39.2 0,0 0,825 TL 1:1'!;30.. P'V 5.0 P. pe s 55 w 195.8 1.687 PL , 00 Pi 9.6 164 15.0 0.0 52.8 0.0 28.1 120 FTG T PE 1.3 64 18.0 0.0 4.1.8 0.0 0.876 TL `11.00 PV 5. Pipe. 56 196.9 1.687 PL 3.00 PF 9.7 174 15.0. 0.0 53.3. 0.0 28.3 120 FTG T PF >1.3 74 18.0 0.0 42.3 0.0 0.885 TL 11.00 ,PV . 5.4 Pipe: 56A -50.0 4.260 PL 2.00 PF 0.0 A 0.0 H.S. 51.8 50,0 1.1 120 FTG PE 6.5, 104 i5.0 0.0 45.3 0.0 10.001 T.L. 2.00 PV _0.0 Pipe: 57 -228.3 4.260 PL 10.40 PPF 0,1 104 . 15.0 0.0 45.3 0.0 5.1 120 FTG. ---- PE 0.0 114 15.0 - c.0` 45:5 0.0 0.013 TL ;10.40; PV: 0.2 Pipe : 58 -406.9 4 , 260 PL 10.70 P' 4.4 114 15.0 0.0 45.5 0.0 9.2 120 FTG ---- PE .;124 15.0 0.0 . 45.9 0.0 0.037 TL 10.70 PV 0.6 Pipe: 59 587.5 .4.260 PL 11.Q0. PF 0.0 124 15.0 0.0 ' 45.9 0.0 13.2 120 FTG -- PE 0.0 134 15.0 0.0 46.7 0.0 0.073 TL 11.00 PV 1.2 Pipe. 60 -769.9 4.260 Pt.11.00 PF 1.3 134 15.0 0.0 46.7 0.0 17.3 120 FTG --:--- 0.0 144 15.0 0.0 48.0 0.0 0.12. TL 11..90 PV 2.0 Pipe . 61 -955.4 4.260 PL 11.00 P 2..0 144. 15.0 0.0 48.0 0.0 21.5 120 FTS PE 154 15.0 0.0 50.0 0.0 0.181 ' TL 11,00 PV 3 .1 Pipes 62 -1145.0 .4,260 PL 11.00 F''E.; 2.$ 154 15.0 0.0 50.0 0.0 25.9 120 FTG .4-" F+ 0 , 164 15.0 0.a' 52.8 0.0 0.252 TL :: 11.00 PV 4.5 Pipe. 63 -1340.9 .6.260 PL'' 10.00 4.5 164 15.0 0.0 52.8 0.0 14.0 120 FT8 - PE .-0.0 174 15.0 0.0 53.3 0.0 0,052 TL 10.00 PV 1.3. Pipe: 630 -1537.7 6.260 PL 20.00 PF 1.3 174 15.0 _ 0.0 53.3 0.0 16.0 120 FTG ---- PE 6.5 14 0.0 H.S. 61.1 50.0 0.067 TL 20.00 PV 1."7 SPRINKLER SYSTEM HYDRAULIC ,.(‘NALYS I'. OR 'TITLE: STOCK ROOM `'118 DATA (scan t ` d ) PIPE TAC END ELEV. NODES (FT) 175 175 176 176 177 177 178 78 j 7 9 179 180 180 181 Pipe: 64 0.0 H.S. 15.0 0.0 Pipe: 65 15.0: 15E Pape 66 15.0 Pipe: 67 1.0 1.0 Pipe: P a.(GPM) 'DIA(IN) F`T DISC. 'VEL (FPS) 1-41A1(C) (PSI) (GPM) F.L./FT e PRESS (PS1)' -1587.7 6.260 PL 2q5.50 P'F 22.9 61.1 50.0 16.6 120 FT8 2E - 'E- . 6.5 77.6 0.0 0.071 TL 323.50" PV 1.8 -1587.7 6.260 PL 45.50 PF. b.ti 0.0 16.6 120 FTG. ET RE 0.0 0.0 0.071 TL ' .89.50 PV 1.8. -1587.7 6.260 PL 14.-00 PF 83.9 0.0 16.6 120 FTG TGA ' - ,^ PE 8. 95.3 0.0 0.071 TL 75.E PV 1. 0.0 77.6 0.0 .9 0.0 0.0 .c 0.0 0.0 95.3 95.4 68 1.0 0.0 95.4 1.0 '0.0 100.4 --15.87.7 0.0 10.0 0.0 0.0 0.0 8.071 PL 120 FTG 0.021 TL 5.50 PF 0.1 0.0 5.50 PV .0.7 ..,-•.fir-.,. FIXED PRESSURE LOSS DEVICE 5.0 psi! 1587.7 gpm: p : 69 -1587.7 1.0 0.0 100.4 0.0 10.0 0.0 0.0 101.2 0.0 Pipi 70 0.0 _;.0 8.071 PL- 1.00 PF 0.4 120 FTG' E FSE , 0.4 0 021 TL 19,00 PV ' 0,„7 .1587.7 8.140 PL .515.00 PF 0.0:_ 101.4 0.0 ' 9.8 140 FTC..1".'2i..T38 P . 0.0. 112.2 0.0 0.015 TL`648.00 PV Pipe: 71 181 --4.0 0.0 1. 12.2 0 -3.0 . SRCE. 115.1. 9.6 1.3 0.6'. -1587.8 8.140 PL 12.5.00 .:;PF 2.9 0.0 9.8 140 FTG ' ET PE' 0.0 (N/A) 0.015 TL ''95.49 PV; '0.6 NOTES: (1) .Calculations were performed by the HASS 5.3.(; under license no. 4 C1287C granted by }4R8 Systems, Inc. 2193 Ranchwood,.Dr-. , N.E. Atlanta, GA ' 30345 computer' program '2) The system has been balanced to provide an average imbalance at each node of 0.007 gpm and a maximum, `. imbalance at any node of 0.336 gpm. (3)-Velocity;'pressures are printed for information only, and are not used in balancing the system. Maximum water velocity - .n any pipe is 28.3 4t/sec. SP'R T NKL ER 5v'$'f I H RAbL I C, ANALYSIS:' TITLE t .STOCF. ` ROOM `FITTINGS TABLE PipO. Table NamE5 ST DAIRD.PIE' i taminal Equivalent Fitting Lengths. in Feet {C i20) Diameter (in) E f_ 1., C Et G F� e 1.00 2.00 . 5.0 4.'00 5.00 6..00 1.00 1 4.00 i c:?. 00 1.25 .00 6.00 2.00 7.00 6.00 1.00 1. . O 10.00- 1;50 0.001.50 4.00 8.00 2.00 9.00 6.00 1.00 1 ..°.CSO -10.00 2.00 5.00 10..01 3.00;..: 11.000 6.00 1.000) 10.()0 10.60 2.50 6.60 :12.00 4.00 14.00 7.00 1 .00 ` :1 P,00- 3''‘°0- 0:00 3 09. 7-0° '1 5.00 5-00- 16.00 10.00 1.00` , 1 0 .* 1 h 00 8.00. 17.00 X5.00 19.00 11.00 1.00'. 00 4.00,E 10.4)0 20.06 6.00 22.00 12.00 2.00 . <Q 4 0 10,`00 5.00' 12.00 25.00 6.00 27.00 9. ou 2.00 1°..00 15.00, 6.00 14.00 30.00 9.00 ' 32..00 10.00 3.00 28 .;00 19.00, 8.00 18.00 35.00 13,00 45.00 12.00 4.00 :56,00 27.00 10.00 22.00 50.00 16.00 55.00 19.00 5.00 40'.;,0,0 29.0°1 .00 27.00 60.00 18.00 65.00 21.00 6.00 4' . o0 35.00 16.00 35.00 70.00 28.00 86.00 22.00 7.00 63.00 45.00 18.00 39.00 85.00 33.00 98.00 39.00 8.00 70.00 50.00 Fitting Code Letters: E=standard ell. =tech L=long tcirn ell C=check valve 8=but.terfly valve G c2ato valve A=alarm check: valve 0=dry pipe valve SPRINKLER SYSTEM HYD RAUL I C ! LE e STbc:. ROOM A 'ER St.iPF LY iVE 1 0+ 165+ 4504- 11; 104 a I1;t 35+' P1: 0+ E , s1054- 90+ 105+ 90+ 60+ 45+ \\\\0\\\\\\\\\ 30+ LEGEND t Requir Water Suppi:y 115.06 psi @ 1917.8 gpm 5+ o _ Available Water Supply 141.52 psi 0 1987.8 gpt ANALYSIS` \\\\\\\\\•\\\ +t rr It +I tl \\\\\\\\\\\\\ 130.0 'psi. @ 3667" pcit--> Flow Test:F'cai.nt: 8001200 1600 2000 2 400 2800 3200 3600" 4000 FLOW (!3pm ) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: Nov 16, 1989 % esM JOB TITLE: SALES AREA GRID AND OUTBOARD LINES WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS, (PSI) 147.0 AGGREGATE TOTAL TOTAL OTHER TOTAL_ RESID. FLOW PRESS. @ (PSI) (GPM) AVAIL. TOTAL PRESS. @ DEMAND (FSI) (GPM) REQ'D PRESS. (PSI) 130.0 7667.0 146.0 799.4 109.9 NOTICE ..._..._. . . SUBJECT TO FIELD INSPECTION OF THE COM - FLOW ANALYSIS: PLETED INSTALLATION, AND CONTRACTOR'S SUBMISSION OF CERTIFICATION OF REQUIRED FLUSHING AND HYDROSTATIC TESTS. FLOW AT SOURCE HOSE STREAM ALLOWANCE AT SOURCE HOSE STREAM ALLOWANCES DISCHARGE FROM ACTIVE SPRINKLERS nduStrial isk NODE ANALYSIS DATA NODE TAG 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3_" 34 ELEVATION (FT) 14.E1 140. 1.4.0 14.0 14.0 14.0 14.0 14.0 14.8 14.8 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.8 14.8 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.8 14.8 14.0 14.0 14.0 14.0 14.8 14.8 NODE TYPE K=' 5,47 L:; _:: 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 I= 5.47 K= 5.47 F= 5.47 K= 5.47 K= 5.47 I= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 K= 5.47 V= 5.47 PST) ❑ HEREQN,,-, DATE 799.4 GPM 150.0 GPM 100.0 GPM 549.4 GPM ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON INFORMATION SHOWN AND r'St `C ' ; COMMENTS (GPM) ❑ LETTER..0F_ DEC 4 1989 15.9 16.1 14.6 13.4 12.3 16.8 37.1 17.1 16.4 16.4 16.6 15.1 13.9 12.8 17.4 37.4 18.2 17.6 17.6 17.9 16.4 15.1 13.9 18.9 37.7 22.4 19.0 17.5 16.1 21.9 38.3 BF -7: 21.8 22.0 20.9 20.1 19.2 22.6 22.2 22.2 22.3 21.3 20.4 19.5 23.3 22.9 22.9 23.1 22.2 21.3 20.4 25.9 23.8 22.9 21.9 SPRINKLER SY to Nov. 16, 1989 JOEL TITLE: SALES AREA WATER SUPPLY DATA SOURCE TAG STATIC PRESS. (PST) 147.0 GRIDS :? AND EE'1 HYDRAUE OUTBOARD IC ANALY LINES REBID. FLOW PRESS- (PSI) RESS.(PSI) (SPM) i. 0.0 3667.6 • r GiryRE.GATF•FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL ATSCHARGE FROM ACTIVE SPRINKLERS. AVAIL.. TOTAL REQ °: iD PRESS.. @ I EMAN?=' PRESS.. (PSI) ( PM) (PS'I) 146.0 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (P51) (CPM) 799.4 109.9 74 .4.GPM` 150,0 . t3PM: 400.0 tPM 549.4 Ski (FT) 14.8 _. 14.0:7'. K= 5,47 ` C- .47 14:.0 K= 5.47 5 1.4.0 K=,5..47 6 14.0 K= 5.47 7 14.0 K= 5.47 $. 14.0 ` K= 5.47 9 14.8, 10 14.8 11 14.0 #<.:_ _ 5.47 12 14.0 } _-5.47; 13. 14.0 K= 5.47 14 14.0 K= 5.47 15 14.0 E':M5.47 16 14-0 K= 5.47 17 14.0 K= 5.47' 18 14.8 - 19 14.8 -- 2 0 14.0 K= 5.47 21 14.0 K= 5.47 22 14.0 K= 5.47. 27 14.0 K= 5.47 24 14.0 K= 5.47 25 14.0 K= 5.47 26 14.0 K= 5.47 27 14.8 28 14.8 29 14.0 K= 5.47 30 14.0 K:= 5.47 31 14.0 Kr:- 5.47 32 14.0 K. 5.47 33 14.8 34 14.8 37.0 16.6 15,9 16.1 14.6 13.4 12.3 1.6.8 37.1 17.1 16.4 16.4 16.6 15.1 13.9 1.7.8 17.4 37.4 2 1.7.6 17.6 17.9 16.4 15.1 13.9 18.9 ., 37.7 22.4 19.0 17.5 16.1 21.9 38.3 21.8 22.0 220.9 7:0.1 19.:2 22.E 22.2, 22. 22.3 21.3 20.4 19.5 air 22.9_ 22.9 22.2 21.3 20.4 25.9 23,8 22.'9 21.9-.;. 8PRINKtERC SYSTEM HYDRAULIC AN41:YSI JOB TITLE: SALES AREA GRID AND OUTSDARD, LINES NODE ANALYSIS DATA (ccn#:' d ) NODETAi ELEVATION (FT) PRESSURE DISCHARGE (P81) (EPvt), 55 14.8 36 14.8 37 14.8 38 14..8 39 14.8 40 14.8 41 14.8 42 14.8 43 14.8 44 14.8 45 14.8 46 14.8 47 14.8 Ory 14.8 49 14.8 50 r 14.8 51 14.8 14.8 53 14.8 14 r.., 14.8 57 14.8 58 14.8 59 14.8 60 14.8 61 14.8 62 14.8 63 14.8 64 14.8 65 14.8 66 14.8 67 14.S 68 14.8 69 14.8 70 1.0 71 1.0 72 1.0 7- -3.0 74 - .0 .4 14.8 14.8 0 -3.0 25.8 :'£.9 79.2 79.7 9.7 40.6 34.6 41.6 36.8 42.8 38.7 44.0 40.4 45.4 41.9 46.8 43.3 48„.4. 44.4 50.1 45,4 51.(1 46.2. 5:x.9 46.8 56.0 47.3 58.4 47.6 61.0 47.8 63.9 47.8 65.0 89.8 100.7 100.7 105.7 107.5 109.4 16.8 37.0 109.9 HOSE STREAM HOSE STREAM SOURCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SALES AREA GF I D AND OUTBOARD LINES PIPE DATA PIPE TAS O(GPM) D.T.A(3N) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K)` (PSI) (GPM) F.f...,. ft= t 10 1 Pi 14.8 14.0 et 2 14.0 14.0 Pipe: 3 14.0 14.0 4 14.0 P.;. pe R 5 14.; Pip 14.0 14.0 Pipe. 7 14.0 14.0 0.0 5.5 5.5 5.5 5.5 5, 5 5.0 5 5 5, . 5.b Pile: 8 14.8 14.0 5.5 5. 5 0.0 5.5 37.0 16.6 1 2 1 .442 F'L 124.00 i . C} . 1. t"} . 1 1. i"> F' iC •T 22.3 0.157 TI_. 1' 2.00 28.9 1.442 P1.... 18.6 22.3 5.7 120 FIG 16.0 21.9 0.054 TL 12 00 2. oo Pas PRESS. SUM. (PSI) PF 20.7 PE 0.3 PV 0.7 PF=•0.7 F'V 0.2 7.0 1.442 PL 12.00 PF 16.0 21.9 1.4 120 .FTG FF 1.5.9 '.L .1~ 0.004 TL 1.2.00 PV -- 14 . H. 1,442 - FL.• 1120 FTG 16.1 22-.0 6 1.44'-_ P1_ 16,:1. 22.0 7 :.. 120 FTG •'. as 0.0 0.0 0.0 PF 0.:2 PE '0.0 .V 0.1 .T h1" 0.3 2 ,w. 00 PO 0.4 39.7. 1.442 PL 12.00 PF= 1.2 14.6 20.9 7.7 120 FTG - PE 0.0 13.4 20.1 0.096 TL 100 PV 0.4 19.2. 1.104 FL 1200 PF 13.4 20.1 6,4 120 FTG PE 1.2.3 19.2 0.094 TL.. 12.00 PV 16.8 14.6 60.2 0.0 11.8 20.9 Pipe: 9 101..2 1'.260 PL 10.00 PF 0.1. 14.8 0.0 Z.7.1 0.0 3.9 120 FTG - PE 0.0 14.8 0.0 37.0 0.0 0.010 TL 1000 PV 0.1 Pipe: 10 50.7 1.442 PL 1716.00 PF 20.4 10 14.8 0.0 37.1 0.0 10.0 120 FTG T PE 0.3 11 14.0 5.5 17.1 22.6 0.155 TL 13 2.00 PV 0.7 Pipe: 11 11 14.0 12 14.0 Pi &.': 12 12 1.4.0 13 14.0 8.2 1.442 PL 12.00 PF 0.6 . 5 17.1 22.6 5.5i 120 FTG PE 0.-0 0.052 TL 12.00 PV , 0.2 5.5 16.4 22.2 5.5 16.4 16.4 6.0 1.2. 1.442 PL 120 FTG 0.003 TL.. 12.00 12.00 PF PE PV 0.0 0.0. 0.0 Pipe: 13 16..2 1.442 PL 12.00 PF 0.2 13 14.0 5.5 16.4 22.2 3.2 120 FIG ---- PE 0.0. 14 141.0 5.5 16.6 .3 0.019 TL 42.00 PV 0.1 $PR I NV LER SYSTEM HYDRAULIC ANALYS I S JOB TITLE: SALES AREA GRID AND OUTBOARD LINES PIPE DATA (cont'd) FI'F'E TAC (GF'Pl) DIA(IN) END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) NODES (FT) (k:) (PSI) (SPM) F.L./FT 14 18 Pipe: 14 14,.0 14.8 Pipe: 15 15 14.0 5.5 1.4.0 5.5 0.0 738.5 PL 7..6 120 FTC .0.093 TL 15.1 13.9 E .EN/3171H (FTY 7,9.9 21.3 7.8 20.4 1.442 120 0.099 Pipe: 16 19.5 1.104 14.0 5.5 13.9 20.4 6.5 120 14.0 5.5 12.8 19.5 0.097 :foe: 17 18 14.8 0.0 15 14.0 5.5 4 ion CI pet 18 14.8• 14,8 17.4 61.2 4,442 •0.l3 12.i_) 120 rTC3 • 21.3. 6.219 .00FF 1 ..1 T‘ - PE 0.3 12.00 PV 0.4 F'1.. t .00 PF 1.2 FTG .,.: -:- PE 0.0 TL 1200 PV 0,4 PL 1"z. 00 PF 1 .2 FTG PE t .0 TL 12.00 PV 0.3 0,0 0.0 17. 4 16..8 0.0 0.0 19 14.8 0.0 10 14.8 0.0 19 20 Pi e: 20 14.8 14.0 Pipe: 21 20 14.0 21 14.0 6.00 PF 2,6 • PE 0.3 12.00 PV 1.0 1.47.0• :.'_' . 635. P 0.059 -TL. 151• Ci 3,260 0..0. µ5.8 1 r0 FTG 37,1 t . 0 • x .022 TL 0.0 37,4 5.5 18.2 0.0 '21 4 4, 4,n .43 27 24 25 Pape: 22 PE 0.6 =`E 0.0 PV 10.`A`:=, PF 0.2 PE 0.0 10.00 PV 0.2 49.6 1,442 PL 1: -6.00 9.7 120 FTG T 1.148 TL i 3Z•.00 26.' 1.442 Pi 5.2 120 FTG 0.046 TL. Pipe: 23 14. 14.0 Pipe: 24 14.0 14.8 PF 19.5 PE. 0.3 PV 0.6 12.00` PF.- : 0.5 PE 0. 12.00 PV 0.2 1.442 PL 12.00 PF ` 0.0 120 FTC -- PE 0.0 0.001 TL 1 .00 PV 0.0 -19.6 1.442 PL 1.2.00 PF 0 . 17.6 22.9 3.9. 120 FTC PE 0.0 17.9 23.1 0.027 TL 12.00 FV 0.1 -42.8 1.442 PL 23.1 8.4 120 FTG 0.0 0.113 TL 6.00 . PF 1.4 T PE 0. 12.00 PV 0.5 Pipe: 25 41.7 1.442 PL. 12.00 14.0 5.5 16.4 22.2 8.2 120 FTG -- 14. 0 5.5 15.1. 21-7 0.1.07 TL 12.00 PP 1 .3' PE 0.0 PV 0.5 Pipe: 2620.4 1.104 Pl... 12.00 PE 1..3 5 14.0 5,5 15.1 21...z. 6.8 120 FTC ---- PE 0.0 26 14.0 5.5 1:3.9 20.4 0.105 TL. 12.00. PV 0 ,' . . SPRINKLER SYSTEM HY ILiD T T TLE PIPE DATA P P 'TAG NODES 27 24 27 18 28 19 29 29 30 31 +1 32 37. 30 27 34 28 AULIC ANAL1 SALES AREA GRID AND : QLJTBOARD LINES (cont`d) (FT) PipeF 27 14.8 14.0 Pipe: 26 14.8 14.8 Pipe: 29 14.8 14.8' 14.8 14.0 Fad?r: 31 14.0. 14.0 -. 14.0; Pipe: 33 14.0 14.0 Pipe: 74 14.8 14.0 Pipe: 35 14.8 14.8 Pi, pe: 36 14.8 14.8 O(tiPM) DIA(Ittil.) LENt N07. F'T DISC,: VEL (FPS) HW(C) (F` (+e) (PSI) (8F'h`t) F l.,.IFT (1 , (,� 5.5 63.8 1.442 PL., 6.-00 18 S t�y.0 12..5 1.24) i=16 T fE 0.i 16.4 o•-) .2 i) 256 IL 246.6 2.635 PL -10.00 1.5': 0.0 18..5' 0.0 14.5 120 0 FTG PE 0.4. 0.0 1.7.4 0.0 0.153 TL 10.00 PV 1 .4 201.5 3.2.60 PL _ ' 10.00 P , 0.4 "2.0 37.7 0.0 7.7 120 FTG ,;,:- _FE 0.0 0.0 7.7.4 0.0 0.037 T.L. 10.00 PV-". 0.4 7.. .6 1..442 Pi 1.tt•-2.0() 15.7 0.0 37.7 0.0 7.6 120 FTG T FF 0 7.5 22.4 25.9 0.093 TL 1,68i; 00 P'4 0.4 12..7 1.442 PL. 6.00 PF• ,0.1 22,4 25.9 2.5 120 FTG T PE 0.3 21 .9 0.0 0.012 TL, 1 .' ,00 PV 0.0 ) . 5 ().t,} 44.8 11442 P. 1 .0 PF 1 e 5. .5 19.0 2:-.1;.8 8.8 120 FTG PE 0.0 .5 17.5 22.9 0.123 TL 12.00 PV 0.5 21.9 1 .104 PL 1 ;. `10 PF 1.4 5.5 17.5 22.9 7.4 120 FTG F`E 0.Cik 5.5 16.1 21.9 0.120 TL 12.00. 'FV 0.4 68.7 1.442 PL i 00 PF 3.2 0.0 21.9 0.0 1.7.5 120 FTG T PE O.3... 5.5 19.0 x:3.5 0.271 TL 1-2. 0 .PV 1.2 ' 353.7. 2.635 PL 1 i'. 10 PF 0.0 21.9 0.0 20.8 120 FTG PE 0.0 0.0 18.9 0.0 0 , 297 TL 10.00 PV 240.1 3.260 PL, 10:00 F. :0.5 0.0' 38.3 0.0 9.2 120 FTG a��' 'E 0.0 ti.0 �'/ 7 0.0 0.052 TL 1Y?.} 0 FY 0.6 Pipe: 37 : 32.8 1.442 PL 168.00 . PF • .22.4`: 34 14.8 0 , 0. 38.3 0.0 6.4 120 FTG , 2T .P E 0.0 35 14.8 0.0 25.8 0.0 0.069 TL i 0.3 Pipe: 38'; 35 14.8 33 14.8 Pipe: 39 14.8 14.8 409.2 2.635. PL 10.00 PF 3.9 0.0 25.8 0.0 24.1 120 FTG -,., _ PE 0.0 0.0 21.9 0.( 0.390 TL 10".00 PV 3.9 272.9 3.260 PL 10.00 F'F " ." 0.7 0 38.9 0.0 ',10.5 ' 120 FTG PE 0.0 0.0 A8.3 0.0 0.065 TL. 10.00 PV 0.7 SPRINKLER SYSTEM WYDkAULIC 'ANALVSIP. JCB TITLE SALES ;AREA GRID AND OUTBOARD LINES PIPE DATA (cont'd) PIPE TAG END NODES ELEV'NOZ. (FT) (K) Pipe: 40 1.4.6 1.4.8 0(GPM) DIA(IN) PT DISC. VEL(FPS) HtW(C) (PSI) ((7Pt 0.0 0.0 .38,9 2 9 i 28.8 0.0 .0 : 5 . 7 0.0 Pipe: 41 376.3 14.8 0.0 29.2 0.0 22.1 14.8 0.0 25.8. 0.0 Pipe: 42 14. 36 14. F i p 43 14.8 14.8 301.7 0.0 11.6 0 0 F i..pea 44• 39 14.8 0.0 37 14.8 0.0 0.0 39.7 0.0 0.0 2�.1..r 5.. 0 LENGTH t~ f ESS. (Fr tJM (FSI) 1.442 .-PL 168.00 PF 9.7 120 FTG 21 PE 0.cz ).054 TL . 180.00 PV 0.2 • 120 .F G 0.334 TL 10.00 10.00 PE 3.3 PE 0.0 FAV 3.3 . 2 60 PL. 10 . Ute PF , 8 12c`� FTG :: - PF 0. t 0.079 TL. •: 1 44.2 P'1... 1,68 4 0C F4 .7•7: .040- 635 .0- 635 P1... PF 2.9` 120 FTG EE 0.0 t,1 28 i t.. i O.00 F''' 2. 327.0..3.260 -PL. 40.6 - 0. t'1 12.6 120 FTG 39.7 0.0 0.091 TL F='i.pes 47 41 14.8 0.0 39 14.8 0.0 42. Pipe: 48 14.8 40 14.8 0 . o toi PV 0.9 PE 0.cD 10.00 PV 1.1 1.442 PL 168.00' PF 6.1 120 FTG 2T FE 0.0 0.034 TL 180.00 PV 0.1 322.3 2.635 PL -1.0.00 PF ..2.5 34.6 0.0 19.0 120 FTG - PE . > 0.0 0,0 0..{5.1: TL 10..00 PV 2.4 41,6 40.6 349.2 3.260 0.0 13.4 120 0.0 0.103 PL.. 10.00 PF1 .0 FTG F E ' 0:0 :. TL 10.00 PV 1.2 Pipe: 49 19.8 1.442 PL 168.00 PF 42 14.8 0.0 41.6 0.0 3.9 120 FTG 2T PE A-.; 14.8 0.0 36.8 0.0 0.027 TL 1E0.00 PV Pipe: 50 300.1 2.635 PL 10.00 PF 43 14.8 0.036.8 0.0 17.7 120 FTG PE 41 14.8 0.0 34.6 0.0 0.220 TL 10.-00 PV Pipe: : 51. 369.0 3.260 PL 10.00 PF 44 14.8 0.0 42.8 0.0 14.'7 . 120 FTC --- PE 42 14.8 0.0 41.6 0.0 0.114 TL 10.00 PV Pape: 52 1.8.0 1.442 Pt._ 168.00 PF 44 14.8 0.0 42.8 6.0 7.5 120 FTC 2T PE 45 14.8 0.0 .38..7 0.0 TL 180.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS .1[58 TITLE: SALES AREA GRID AND OUTBOARD LINES PIPE ' DATA (cvr►t' d ) PIPE TAG Q(GPM) DIA -(IN) END ELEV.: N0Z. PT DISC. VEL (FPS) HW(C) NODES- (FT). (K) (Pv 1) .(GPM) F L..../FT 45 Pipe: 53 14.2 14.8 280.-3 2.63 PL 0.0 16.F; 120 FT3, 0.0 0.194 TL LENGTH F EiS' (FT) SUM (PSI) Pape 34 14.8 0.0 44.0 0.0 14.9 14.8 0.0 4 2.8 0.0 Pipe: 5 14.8 14.8 44.0 40.4 1.: i. ...3 e . 56 .. •47 14.8 0.0. 45 •1.4.8 0.'0 Pipe: 57 48 14.8 46 14.8 O. 1.) 46.4 38.7 10.00 PF 1.9 PE 0.0 10.00 PV 1.8 3.260 P L' 10.00 PF 1.2 120 FTS PE 0.0 0.125 TL 10.00 PV 1..5 16.9 1.442 PL ,168.00. , ;PF 0.0 3.3 120 FTG 2T PE 0.0 0.020 TL 180.00 PV 1'..(725 ry 7.335 P(( . i� is . �• :S i. .. 1.20 FTC . a..6' 0•. 171 7'•L._ 1..0 00 10.00 0.6 M, 6 0.0 0.1 PF 1,7 PE 0.0 PV 1.6 • 40::.9. 3.260 F'L 10,90.. PF • 1.4 45.4 t_i.0• 0.0 44.0 0 0 0,17;5 • TL. 10.00 PV' z.P1.4.8 0.0 45.4 0.0 49 1.4.8 0.0 41.9 0.0 16., _1.2 1 442Pi... 1.20 FTG 2 PE..1.:-•• 00.019 TL •180.00 PV 0.1 Pipe. 59 245.4 2.635 PL 10.00 PF 49 14.8 0.0 41.9 0.0 14.4 120 FTG - PE 47 14.8 0.0 40.4 0.0 0.152 TL 10.00 PV Pape. 60 420.4 3.260 PL 10.00 PF 50 1.4.8. 0.0 46.8 0.0 16.2 120 FTG PE 42 , 14.8 0.0 45.4 0.0 0.146 TL. 10.00 PV Pipe: 61 16.8 1.442 PL 168.00 PF 3,6 5O• 14.8 0.0 46.8 0.0 3.3 120 FTC 2T PE 0,0 51 14.8 0.0 43.3 0.0 0.020 TL 180.00 PV 0.1 Pipe; 62 228.9 2.635 PL 10.00 PF 1.3 51 14.8 0.0 43.3 0.0 13.5 120 FTG PE 0.0 49 14.8 0.0 41.9 0.0 0.133 TL 10.00 PV 1.2 Pipe: 63 437.1 3.260 PL 10.00 . PF 1.6 14.8 0.0 48.4 0.0 16.8 120 FTG PE 0.0 5250 14.8 0.0 46.8 0.0 0.156 TL 10.00 PV 1.9 52 5.y 51 Pipe: 64 14.8 14.8. 0.00 0.0 48.4 0.0 44.4 0.0 17.8 1.442 PL 168.00 PF 4.0 3.5 120 FTG 2T PE 0.0 0.022 TL 180.00 PV 0.1 Pipe: 65 212..;. 2.635 PL 10.00 PF 1.2 14.8 o.0 44.4 0.0 12.5 120 FTG PE 0.0 14.8 0.0 43,3 0.0 0.116 TL 10.00 PV 1.0,, SPRINKLER. SYSTEM HYDRAULIC ANALYSIS Pa i 8 JOB TITLE: SALES AREA GRID AND > OUTBOARD LINES PIPE DATA (cont'd) PI,i-E TAc END ELEV e(GPM) 1)iA(IN) LENGTH NO7 PT DISC. VEL(FPS) HW(C) (FT)`'. (f:::) (P91)(GPM) .: L_. r=1" PRESS SUM. (PSI) Piper 66 454.9 3.260 PL 10.00 PF 1,7 14.8 t.'.0 5t:}.1 0.0 17.5 120 FTG -- PE: 0.0 14.8 0.0 48.4 0.0 0.168 TL. 10.00 .F'V '.1 54 52 54. 55 55 i'i11[. 67 14,8- 14..8 Pipe: 68 14.8 14.8 Pipe: 69 56 14.8 54 14.8 57 l5' 3 `•.i.:°:; : 70 1a 8 14.'8 0.0 50. 1. '0.0 0.0 45.4 0.0 19.4 1.442 PL 168.00 PF 4.7 3.8 120 FTG 2T PE 0.0 0.026 TL.160.00 PV 0.1 194.4 2.635 P_ , 10.00 PF 1.0 0.0 45.4 0.0 11.4 120 PTT -- t"'E - 0.0 0.0 44.4 0.0 0.098 TL /0.00 PV 0.9 •474.3 51.9 0.0 18.2 500.t o•0 0.(7 0.0 46,2 3260 -PL.- *0H...00 1.. PE •0:.1.02 TI...: 1 t:. 00• V 2., ,. 1.. 1.442 Ti._•1 E t„} >;0: ° . F-" 5.7 }'.0 0. 1 Pipe: 71 175.0 2.635 P1,.. 10 00 PF 0.8 14.8 0.0 46.2 0.0 1 0.7 120 FTG , PE ..).0 14.8 0.0 45.4 0.0 0.081 TL 10.00 PV 0.7 Pipe: 72 495.8. 3.260 PL 10.00 58 14.8 0.053.9 0.0 19.1 120. FTG - 06 14.8 0.0 51..9 0.0 0.198 TL 10.00 PF 2.0 PE 0.0 PV 2.4`_ Pipe: 73 24.1 1 .442 PL 168.00 PF /.0 58 14.8 0.0 . 53.9 0.0 4.7 120 FTG 2T PE 0.0 59 14.8 0.0 46.8 0.0 0.039 TL 160.00 'V Pipe: 74 153.5 2.635 PL 10.00 PF 59 14.8 0.0 46.8 . 0.0 9.0 120 FTG - - PE 57 14.8 0.0 46.2 0.0 0.064 TL 10.00 PV 0.6 0.0 0.5 Pipe: 75 520.0 3.260 P1._ 10.00 PF 2 , 2 60 14.8 0.0 56.0 0.0 20.0 120 FTG ---- PE 0.0 58 14.8 0.0 53.9 0.0 0.216 TL 10.00 ' PV 2.7 Pipe: 76 27.1 1.442 PL 168.00 PF 8.7 60 14.8 0.0 56.n 0.0 5.3 120 FTG 2T PE 0.0 :. 61 14.8 0.0 47.3 0.0 0.049 TL 180.00 PV 0.2 Pipe: 77 129.3 2.635 PL 10.00 PF 0.5 61 1.4.8 0.0 47.3 0.0 ' 7.6 120 FTG --_- PE 0.0 59 14.8 0.0 46.8 0.0 (3.046 TL 10.00 PV 0.4 Pipe: 78 62 1X1.8 0.0 08.4 60 14.8 0.0 56.0 547.1 3.260 P1.. 10.00 0.0 21,0 120 FTG 0,0 0.237 TL 10.00 PF PE PV 2.4 0.0 3.0 .0 OB TITLE: PIPE DATA PIPE TAG END ELEV. NODES (FT) SPRINKLER SYSTEM HYDRAULIC ANALYSIS;. SALES . AREA GRID (cont'd) AND 'OUTBOARD LINES Pape: 7Y 62 14.8 0.0, 67 :t 4.8 0.0 O(GPM) DIA(IN) PT Disc:- VEL(FPS) HW(C) .(PSI) (GPM) F.L./FT Pipe: 80 63 14.8 0.0. 47.6 61 14.8 0.0 47, ..0 0.0 LENGTH FBE$8." (FT?,,: Slim. PSI1 1.442•PL -.. 6.0 1.20 F Tii .060 36s t l`L. 68 .00 F" F' 3 X).8 2T PE 0.0 (30 {_00 PV 0.2 1)2.2 2.635 PL 10..00 0.0 6.0 120FTG :., 0.0 0.030 TL 10.00 Pipe: 81 577,„5:.260 PL :r.t .00 •••.64 14 ..8 • 0.0 61.0. 0.0 • 22.2 120 FTG 62 14 . G 0.0 ` 55.E 0.0r 0,262 TL.:14 .00 PF 0.3 PE 0.0 F'V 0.2 PF 2.6 PE 0.0 PV Pip* . 82 - - •34.0 r 2. n.i. .. 13....:3 ..64 14.8. 0.0 61 .0 0.0 6.7 120 F" i( ,2T ._� PE: 0.0. • 6:` G 4.8 0.0 •47.8 0.0._ 0.074 TL .1.80.,06.., PV • .-0....7,-- ., I-• i pe r t f: 71 .8 7,635 PL• 1 0,..00 PF- . 0.2 f 6 14.8..• :0.0 47..8. 0..0: 4.2 1: 'C F''i'6,-.......'..--.*-.PE....{•.y 0 :,7 • 14.8 0.o • '4',6 0.0 0.016 TL. 10.00 PV 0,•1. F i pe :.•E.5.s�. -''')11..5 _ 7..2 60 PL. i o.,.4:)i i P -2.,S).. 66 _ :14.'8' -040.. 6-" . 0.0 , 2 5 • :120 FTG......... _..e:......: .FE.... 0 . ��� .. -64 -14.8 0.0 •61..0 0.0 0.29i i"L • 10-.00 PV • ;3.7 85 37.8 1.442 PL 168.00 PF 16.1 66 14.8 0.0 63.9 0.0 7.4 120 FTG 2T PE 0.0 67 14.8 0.0 47.8 0.0 0.090 TL .160.00 PV 0.4 Pipe: 86 7.7.8 2.635 PL. 10.00 PF 0.0 67 14.8 0.0 47.8 0.0 2.2 120 FTG PE 0.0 65 14.8 0.0 47.8 0.0 0.005 TL 10.00 PV 0-(7) Pipe: 87 -649.3 4.260 PL 2 -50 PF 1 .1 66 14.8 0.0 63.9 0.0 14.6 120 FTG E PE 0.0 68 14.8 0.0 65.0 0.0 0.088 TL 12.50 PV 1.4 Pipe: Be -649.7 4.260 P{. 270.50 PF 24.8 68 14.8 0.0 65.0 0.0 ` 14.6 120 FTG E PE 0.0 69 14.8 0.0 89.8 0.0 0.088 TL 280.50 PV 1.4 Pipe: .89 -649. , 4.260 PL 13.80 PF 4.9 69 .14.8 0.0 89.8 0.0 14.6 120 FTG TGA PE 6.0 70 1.0 0.0 100.7 0.0 0.088 TL 55.80 PV 1.4 Pipe: 90 -649.3 8.071 PL. 1.00 PP 0.0 70 1.0 0.0 100.7 0.0 4.1 120 FTG ---- PE. 0.0 71 1.0 0.0 100.7 0.0 0.004 TL 1.00 PV 0.1 Pape: 91 71 1..0 0.0 100.7 0.0 72 1.0 0.0 105.7 0.0 FIXED PRESSURE LOSS DEVICE 5.0 psi, 649.3 qpm TITLE: E DATA IPE TAG END NODES SPRINKLER SALES, AREA GRID (ccht'd) ELEV'. (FT), (K); F'.iire: 92 72 1.0 -! r 73 74 74 0 NOTES ( 1) Calculations under 1icenSe Pi Pip Pi ri YSTEM HYDRAUL 1 C ANAL YS I AND ' OUTROARD LINES 0.0 . 30 .7 0.0 107.5 u 0 107.5 u 109.4 (GPM) DIA‘( IN) VEL(FPS) HW(C) F. L.. /FT i _ : _ PS. .v SUM. -649.3 8.071 FL .:. 1 «.tau ..RF 0.0 4.1 120 F ?'S E PE 0.0 0.004 TL. 1 '.0( i= t�« -649.3 8.140 Pi.. ; � . PF 1..E1 0.0 3 4. 0 140 FTG E2T3G PE 0.0 0,0 0.007 TL 'A4S. 1 ; PV.. 0.1 e 94 -649.4. 8.140 PL . 125.00 PF -3.0 ' 0.0 1.09.4 0.0 4.0 140 FTG ET PE - 0.0 SCE 109.9 (N/A) 0.003 TL '155.49 .' PV 0.1 Pi, r 95 14. 14.e . 0 „ t:'I ��. S it").0 3" .0 0.0 1.9 37.0 50.0 k 96+ 8 50.0 �k�.0 16.8 0.0 2.9 14.8 H.S. i 6.8 5;).0 .�'60 P'L.. 120 FTC 003 TL 2.6351 F'L. 120 FTt Ohre; perform !d by the HASS 5.3 no."4 012870 granted by HRS Systems, Inc. 2193 Ranchwood Dr.:. N.E. Atlanta, GA 30345 2.00 PF . 0 PE 0.0 .•00.-' PV 0. u, 2.00 PF 0.0 PE 0.0 00 PV , 0.1 ccimputer program The system ha been balanced to provide an veracre imbalance at each node of 0.007 gpm and a maxi'e. tr imbalance at any node of 0.459 gpm. (3) Velocity preA•sures not used in baianc any pi pe is 24. 1 are printed for information.' only.,, an- . ? ng the system. Maximum water velocity in t/sect SPRINKLER SYSTEM HYDRAULIC AC JOB T I TLE: SALES AREA GRID AND OUTBOARDLINES IPE FITTINGS TABLE Pipe Table Name: STANDARD.FIP Nominal Equivalent Fitting Lengths Diameter ter (in) 1 t.: { 8 1..00 1.50 2.00 2.50 3.00 3.50 4.00 5.00 6.00 8.00 10.00 12.00 16.00 1.8.00 2.00 5.00 2.00 5.0t) 6.00 3.00 6.00 ',.00 00 7.00 6.00 4.00 8.00 2.00 9.00 6.00 5.00 10.00 3.00 11.00 6.00 6.00 12.00 4.00 14,00 7.00 7.00 15.00 5.00 16.00 10.00 8.00 17.00 9.00 19.100 11.00 10.00 20.00 6.00 22.00 12.00 12.00 25.00 8.00 27.00 9 00 14.00 A0.00 9.00 32.00 10.00 18.00 35.00 13.00 49.00 12.00 22.00 50.00 16.00 95.00 19.00 27.00 60.00 18.00 65.00 21.00 35.00 70.00 28.00 86.00 22.00 39.00 85.00 33.00 98.00 39.00 Fitting Code. i..1: -'.t l er s a• E s tanr Ctrl ell #�` 4. i"i f? r" �:: t��a. t. v r••? Fi � =1: �x. f is 'i.k,� Y:. t a. u 'c+ r:� .� v ('� t:7:�. �{ ct 'C, r..= Fl= ca l �t Y'"r;I i l ir�r., : � ra.:1' �' C� 4 ✓ p . #ir., YSxS in Feet 12c_ G Page;: 1 .00 1 0.00 10.00 1.00 10.00 10,00 1.00 10.00 10.00 1.00 10.00 10.00 1.00 10.00 1.0.00 1.00 13.00 0 . `00 1..00 14.00 1.0.00 2.00 20.00 10.00 2.00 21.00 15.00 3.00 28.00 1.9.00 4.00 35;00 27.00 40.00 29.00 6.00 4/.00 - 35.00 7.00 63.00 45.00 8.00 70.';00 50.00 SPRINKLER SYSTEM .MFYLRAULIC 'ANALYBI ' , JOE ,TITLE: 'SALES 'AREA • WATER SUPPLY CURVE 150+ *\\u\\\\\\\\\\' 135+ \\\\\\\\i\\\\\ \\\\\\\\\\\\\\ \\\\\\\A\\\\\ 1.30.0 psi. @ 3 667 gpm-> .* Flow Test. Po .nt P120+ i S. R 90+ s 175+ 60+ 45+ 30+ LEGEND X= Required Water Supply 109.,93 psi @ 799.4 gpm 15+ c� = Available Water Supply 145.98 psi @ 799.4 gen +-^` + + +--- 80 01200 ri 200 1601 3 2600 2400 2800 3200 FLOW (GPM) SPR I NI;LER SYSTEh, {YDRAULI C ANALYSIS ate: Nov 211 1989 OB .,TITLE : SNAC1, BAR/ CUSTOMER SERVICE WATER SUPPLY DATA ,SOURCE NODE TAG 0 STATIC ' PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 147.0 130.0 3667.0 145.5 REQ'D PRESS. (PSI) 975.7 118.2 14.4.:T; CE SUBJECT TO FIELD INSPECTION OF THE COM - AGGREGATE FLOW ANALYSIS KITED INSTALLATION, AND CONTRACTCR'S SUBMISSION OF !CERTIFICATION OF REQUIRED FWSHING AND HYDROSTATIC TESTS. TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS mfindrial isk NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 14.t? 14.t 1.".8 5 14.8 6 14.8 7 14.8 8 14.8 9 14.8 10 14.8 11 14.8 12 14.8 13 14.8 14 14.8 15 14.8 16 14.8 17 14.8 18 14.8 19 14.8 20 14.8 21 14.8 22 14.8 2 1.4.8 24 14.8 25 14.8 26 14.8 27 14.8 28 14.8 29 14.8 30 14.8 31 14.8 2 1.( 3-: 1,0 1.0 NODE TYPE PR 975.7 GPM 150.0 GPM 100.0 GPM 725.7 GPM ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON I NFQR11AT ION SF!Ot!N AND I S F TO COMmEi.;5 (GPM) ❑ FEREON,At-LETTER OF DEC 4 1989 DATC } . I BY- '17.6 Y- 53.7 62.6 53.6 62.7 53.4 62.8 53.1 63.0 52.5 63.3 51.7 63.7 50.6 64.2 49.1 64.9 47.2 65.8 44.7 66.9 41.5 68.3 39.1 70.1 40.7 81.2 93.9 107.6 107.6 112.6 114.4 SPRINKLER SYSTEM HYDRAULIC ANALYSTS Nov 21 « 1989 JOS. TT TLE s SNACK BAR/ CUSTOMER SERV ICE WATER SUPPLY DATA STk1T I C •1.4T 0 • RE8'C (P8 I ) 130,0 0 FLOW (GPM) 3667.0 1.0W. ANAL.YSISa TOTAL FLOW AT SOURCE TOTAL HOSE STEAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL, D I SCHARCE FROM ACT I VE' SPP I N}KERS AVAIL . PRESS . (PS) 145.5 TOTAL. REO D @ DEMAND _ PRESS (CPM) (PSI) NODE•ANr LY,: . S DATA >. NODE. TAG 5 P-, '3 1( 11 13 14 15 16 17 18 19 20 21 24 25 26 27 28 :9 30 31 32 :34 rc 14.8 14.8 4.f3 14.8 14.8 14.8 1-4 .8 14.8 14 8 14.# 14.8 14.8 1.,8 14.8 14.8 14.8 14-8 14.8 14.8 14.E 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 1.0 1.0 1 y -3.0 975.7 (QPM 150.0 GPM 100 0 GPM /25.7 CPM` PRESSURE (PSI) 62.6 53.6 62.7 53.4 62.8 53. 1 63.0 52 7751. 67.7: 51. 63.7 50.6 64.2 49.1 64.9 47.2 65.8 44 . 'e 66.9 41.5 68.3 39.1 70.1 40.7 81.2 93.9 107.6 107.6 11. .6 SFR I Itit#;l_i R, YTEM HYD,AI JL..I C.' ANAL.MYSI'S ` Pac e OB T I TLE a SNACK . BAR/ - CUSTOIYIER SERV ICE ODE ' ANALYE I S t -DATA ( c 9n; t ' d ) I?E TAG ELV'ATTON. NODE TYPE "RESgt_IRE IfI'CHARGE . (FT) (Pc I ) t M 36 . i - -- 117 .:.'� 40 14.8 HOSE. S'r.RE:`AM 70 .:' ,t; R (C::: 41 14.E HOSE ' STRFAM 40.8 0.0 A 14.E f: -i.1&.95 :38.5 r' .7 TITLE: -SNACK PE DATA PE TAG END EL.V. NODES (F' l ) 1 14.8 0.t- 14.8 t:r 0 SPP I NKL. BAR/ CU 14Y1 tRALIt, TOillER tERV I CE NO2. PT (K) (P81> 4 14.8 0.0 14.8 0.0 0.0 0.0 Pipe: `.7 14.8 0.0 14.8 0.0 re: • 6 14; (7).0 t3,0 53.8 62.6 62.5 62.6 5.3.7 53.7 62,6 0(GPtI) DIA(IN) 13I5C.- VEL(FPS) HW(C) (Wm) F.L./FT 0.0 0.0 0.0 0„0 0.0 0.0 0.0 0.0 t:r.t3. 0„0 29.8 1.452 PL. 160.00 5.6 120 FTG T 0.052 TL 1b9.00 28.8 3.260 P1:. 10.00 PF 0.0 420 FTG PE 0.: 0 0.001 TL, ':10.00 PV 0.0 1.1 28.1 1.452 PL 160.00 5.4 120 FTG 2T 0.050 TL 176.00 -28.R .?,635.P1:..... 10,'00.• P 1 7 120 FTt?-- 0.003 T1-: 0.0t •PV 56,9 P'1.-_ 0.00 PF 1-1;7, ._d.. PE. r r 23c_r4 1'L 1,0.00 PV F.i pc -28.3 1 452 PL 160,00- pr.. 14.9 0.0 . 62.6 0.0 :1 „ `1 1 <r FTG 21' PE:: 14.8 0.0 53.6 •0 . c 0.051 •TL ..176..00• FV 0.'2 10 8 10 11 1:1 Pipes 8 -56.9 2. 635 P1:.. 0.00 PF ; 0.1 14.1 0.0 53.6 0.0 3.3 120 FTC PE 0.0 14.8 0.0 53.7 0.0 0.010 ' TL 10.00 PV 0.1 Pipe 9 14.8 0.0 62.7 0.0 14.9 0.0 62.6 0.0 P i. pe : 1 t"r 14.8 14.8 Pine: 11 14.8 14.8 0.0 0.0 62.7 5.3.4 0.0 53.4 0.053.6 0.0 0.0 85.2 3.260 PL. 120 FTG 0.008 TL. 10.00 1.0,00:x. PF PE PV 0.1 0.0 0.1 28.8 1.452 P1.: 160.00 PF 9.2 5.6 120 FTG 2T . PE 0.0 0.057 11_. 176.00 PV 0.2 -85.2 2.635 PL. 10.00 F'F 0.:2 0.0 „0 120 FTG -- PF 0.0. 0.0 tx.t:r21 TL_. 10.00 PV 0.2 Pipes 12 114.0 3.260 PL 10.00 PF 0.1 14.8 ` 0.0 62.8 0.0 4.4 120 FTG --- PE 0.0 14.8 0.0 62.7 0.0 0.013 TL. 10.00 PV 0.1 Pipe: 1 29.7 1.452 PL 160.00 PF 9.7 14.8 0.0 62.8 0.0 5.7 120 FTG 2T F'E 0.0 14.8 0.0 53.1 0.0 0.055 TL. ; 176.00 PV 0.2 Pi.pe - 14 14.9 '0,0 -114.0 2.635 PL 10.00 F'F 53.1 0.0 6.7 120 F16 53.4 0.0 0.07, 7 II.- 1.0.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SNACK >BAR! CUSTOMER SERVICE PIPE DATA (cor►t' ci ) E TAG O(GPM) EJA(I.N) END ELEV. N07. PT DISC. VEL(FPS) HW(C) tdi:JDFS (FT) (i':;) (PRI) (GPM) F.L./FT Pipe: 1 I 14. .7 260 PL_ 1.4.83 t:).t:i 63.0 0.0 :.:,.,: 120. FTC• ' 0 .'t:) 0.„.020 12 13: Pipe: 16 14.8 14.8 52.5.0.0 '4",(:.9 1.452 PL 160.00 F'F 10.5 6.0 120 FTG 2T PE 0.0 0.060 TL 176.00 PV 0.2 Pipe: 17 -143.7 2.635 PL 10.00 PF 0.6 13 14.8 0.0 0.0 8.5 120 FTG - PE 0.0 11 14.8 0.0 ` 53.1 0.0 0.056 TL 1.0.00 PV' 0.5 PiC)e" 18 - - 174.6 --260 EL 1.0..00 Pr t, 14 14.8 0.0 63.3 0.0 6:.7 120 ,F" 1 is--_- 0.0 1. ? 14.8 t . t"� 6 :?:. 0 0.0 0.0`29 TL 1.0.00 PV 0.3 F i prf: 1. 9 14 14.8 0.0 63,3 r 1 Li ,. 0.0 51,7 1:. . h 1;...452 .PL.160.0t'i F'1' 11.6'. 0.0 t),C) 20 --174.6 2.635 PL PF 51,7 • t") 0 i0.3 .120 FTG _-___ PE -0.0• 14.8 0.0 52.5 0 « 0 0.081 TL. Pirie: '1. 207.2 3.260 PL 10.00 PF 0.4 1-6 14.8 0.0 6:1..7 0.0 8.0 120 FTG F'E 0.0 14 14.8 0.0 63.3 0.0 0.039 TL 10.00 PV 0.4 Pipe_" 22 16 14.8 17 14.8 0.0 0.0 .3,4.8 1.452 PL 160.00 PF- 13.1 63.7 0.0 6.7 120 FTG 2T PE 0.0 50.6 0.0 0.074 IL 176.00 PV Pipe: 23 207.2 2.635 PL 1.0.00 PF 1 . 1 1. t 14.8 0.0 50.6 0.0 12.2 120 FTG PE 0.0 15 14.8 0.0 51.7 0.0 0.111 TL 10.00 . PV 1 .0 Pipe: 24 18 14.8' 16 14.8 0.0 0.0 :242.0•3..260) P1 • 120 FTG _'PE . 63.7 0.0 0.'052 TL 10--00 •P V • 0,6:- Ripe: .it, - Pipe: 25 1..8 14.8 0.0 64.2 19 14.8 0.0 49. 1 0.0 0.0 37.6 1.452 PL 160.00 PF. 15.1 7.7 120 FTG T PE 0.0 0.086 TL 174.00 PV 0.4 Pipe: 26 --242. 0..• 2..435 PL. 10.00 PF 1.5- • 19 14.8 , 0.0 49 1. 0.0 1.4 2 ..1 20 FTG _w_ -.. PF ••:.•.0..0.-. 17.. 14.8 0.0.• 50.6- 0.0 0.148 TL 10.'00. PV . •1,4••••.- Pipe: 1.4Pi.pe: 27 279.6 .260 PL -1000 PF 0.7 20 : 14.8-... 0.0 64.9 0.0 10-.7 120 FTG _----- • PE 0.0 .18. 1.4.8 0.0 64 .2 0 . t") 0,068 TL. 10.00 PV• 0.8 SPRINKLE t BYSTEP1 -HYDRAULIC ANALYB i s< JOEL TITLE: SNACK BARS CUSTOMER'` SERVICE PIPE DATA (cont' d ) PIPE TAG FltiD EL..FV* 20 ca (8PM VEL: (FP$) HWtC) • F.L./F1•• 14,8 14.8 Pipe: 29 21 14.8 0. 0 0. 0.0 64.9 47 2 f0}.(-} 0.0 19 alt 14. Pipe: 30 14.8 0. c 65.8 14.8 0.0 41..-0 .1 .452 7.9 120 0. 101 -279.6 16.4 64.9 0.0 0.0 320.6 3.260 120 0.088 27 �... 1:4 r. Pipe 23 21 y 1 14.B 0. ;`s 44.7 :14.8 0.0 , ;f . 1. 2• 4 • 22 24 £ e: 34 14.8 0.0 14.8 0.0 9' Fade FNCTH PRESS FT Y SUM. 'PB_1) PL -160.00 PF 17,7 FTG 2"I PE 0.0 TL` .1 7 6 -00 PV' 0: 4 9 • FTG -- PE PV 1..8 PL 10.00 PF 6,9 9 ^F STG° r---- PE PV 0.0 4rI.. 10.00 1..0 • 8.7 120 FTG 2 i 0.420 TL 476 00 ny0 - 18.9 0.0 66.9 41.5 0.0 0.0 2.635 P f:° FV 10•.00 PF Pyr 5.3.260 10.00 1 120 FTG 0.11:2 TL 10.00 0.0 0.5 PF 1..... PE 0.0 PV 1.... 49.8 1.452 Pi 10.00 PF 25.4 9.6 120 FTG 2T PE 0.0 0.144 TL '176.00 PV 0.6 Pipe: Sri 365.6 2 . 6.35 PL 10 00 PF i . 2 14.8 0.0 41.5 0.0 21 ..5 120 FTG ----- PE it .0 1.4 .:8 0 . Ct 44.7 . 0 0.317 TL 1 x.00 F,V .1 36 415.3 3.260 PL 10;,00 PF 1.4 26 14.8 0.0 63.7 0.0 16.0 120 FTG PE 0.0 24 14.8 0.0 66.9 0.0 0.142 TL 10.00 PV 1.7 Floe: _.'7 5::3.7 1.452 PL. 160.00 26 14.8 0.0 68.3 0.0 1(1.4 120 FTG T' 7 .#4.8 . 0.0 79.1 c .::} 0.166 TL 176.00 ripe: :r8 310.4 2.635 PL 2.50 ; PF t:}.6 27 14.8 0.0 39.1 0.0 /8.3 120 FTG ---- PE PE 0.0 A 14.8 117.0 38.5 725.7 0.234 TL 2.50 PV 2.2 -A �a 5 28 26 Pipet 38A -415.3 2.635 PL 7.50 PF 14.8 117.0 38.5 725.7 24.4 120 FTB: - PE 14.8 0.0 . 41.5 0 . c'r 0.401. TL 7.50 PV 39 14.8 14.8 0.0 68.? /0.1 469.0 7.260 FL 1.0.00 0.0 ' 18.0 120 FTG - 0.0 0.1.7€3 TL 10.00. SPR J013 TITLE: SNACK BAR PIPE DATA (c:cn•t'ct) W.,LEE Ct f`STtDME.R WYt1RAULIC.:A14 ASIS EPVICE PIPE TAG 0(GPM) DIA(IN) END ELEV. NC Z . PT DISC. VFI (FF'S) HW(C) NODES (FT) (K) ('.``r l:) (GPM) F'i.pe 39.A. ;..G 0<0 -522.9 i:'t.(i 20.1 50.0 1 tle a 40. 28 14.8 14,8 29 29 27 0.0 70.1 0.0 0.0 40.7 0. 0 Pipe: 41 14.8 . 0.0 40.7 14.8 0.0 39.1 Fine. LENGTH PRESS (FT) Steri. (PSI). •:. 60 F'i..:. 1.00 PF 0.2 120 FTS ._w._ PE 0.0 0.218 •I.... 1.00 PV 2.7 53.8 4.452 PL .160.00 PF 29,4 10.4 12 0. FTG 2T PE 0.0 0.167 TL 176.00 PV 0.7 256.7 0.0 15.1 0.0 2.635 PL 10.00 PF 1.6 120 FTG - PE 0.0 0.165 TL 10.00 PV 1.5 Pa per 4'1. ; 202.8' ... 65 P1... 1..00 PF . 1. +"i. ,,9 - . R 0.0. 40 n 7 0 . (. :i. 1 .9 - - 120 FTG 7__: PE.: • 0.0 41. 14.t; H.. >. 40-8 80.0 0107 Ti_ 1..00 F:'V ...C.o.. C 1 ,.2 -.P. 2. ,3..• :-: 1 } C+i;' � ''^'1• .. �'+ �' �� �' n � ° �' n .'7t_ �'1... 1 t�:`t,,1 �,dt;,) i='!- ��,- 7 v �. i v ,. J 14.8 H.S. : l _0a..•50.0 J.`('r. 9 120 1. j Fj 3 e . T +...: L.. .0.6'.• I i 11,$ H.8•...40.,...8.....•50.0 a 16.0. -.TL 1 84.90 PV -.1....,5 30 :0 1 3.3 31 34 34 , PP 10.9 14.6H.S. 70.3 50.0 18,6 120 FTG 2E PE 0.0 14.8 0.0 81.2 0.0 0.138 TL 79.00 PV 2.3 Pipea 43 -825.7 4.260 PL 72.00 PF 12.7' 14.8 0.0 81..2> 0.0 18.6 120 FTG 2E PE 0.0 14.8 0.0 93.9 0.0 0.138 TL 92.00 PV Pipe: 44 14.8 0.0 1.0 0.0 93.9 9 107.f.. -825.7 4.260 F'L. 13.80 PF 7.7 0.0 18.6 120 FTG TSA PE 6.0 0. (� 0.138 TL 55.80 PV 2.3 Piper. 45 -825.7 8.071 PL 3 .'00 PF 0.0 1.0 0.0 107.6 0.0 5.2 120 FTG Fr 0.0 1.0 0.0 -. 107.6 0.0 0.006 Ti. 3.00 FV 0.2 Pipe: 46 1.0 0.0 107.6 0.0 1.0 0.0 112.6 0.0 Piper 47 1.0 -3.0 Pipe: 48. 35 36 -3.0 0.0 0.0 112.6 114.4 114.4 117.7: FIXEI) PRESSURE LOSS DEVICE 5.0 psi!, 825.7, tj pm -825.7 8.140 PL 1.00 0.0 5.1 1.40 FTG E 0.0 0.004 TL 24.94 -825.7 8.140 PL 515.00 FF ' 2.9 0.0 5.1 140 FTG E2T 8 PE 0.0 n.0 0.004 TL 648.00 PV 0.7 Pipet! e 49 -8.25.7 8.140 PL 125.00 PF 0.9 -3.0 0.0 117.3 ` 0.0 5.1 140 FIG ET PE 0.0 -3.0 SRCE 118:2 (N/A) 0.004 TL 195.49 PV 0.2 - SPR I NF L t:R SYSTEM HYDRALIL I C ANALYSTS Page 7 • Jor1 TITLE SNACK BAF ! CLISTOMER SE:Rv I CE (1) Calculation=. were performed by the HASS 5.3._ compUtt::r program under license. no. •4 L 12870 • granted by HRS Sy i fire I, nc. 2193 R ;nchwood Dr., N.F. Atlanta, GA. 30345 (2.) Thu system t 'rn has been :7sa. and e 1 ,..o pr"ov.2.de an average. imbiSi l anC:o at. each; node of 0...000 rtpn ;and a maximum iTti.. m imbalanr:.e at ariy notie of••• 0 004- cjr:'ma (33) V* i.cx:ity Pressures • are pr'i.Itt"d for information on1.yR and ar€ not used in balancing the. sySten. Maximum water-veloc.ity. i.n Any pipe is 24.4 ft/sec:. • •• :SPRINKLER L.ER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SNACK. BAR/ CUSTOMER SERVICE PIPE FITTINGS TABLE 'p Ti?.ialia Nzwm Noir,isn 1 • i);i�ttr) _=trr (:i:r1) 1.00 1.25 1.50 2.00 00 3.50 4.00 .00 A.00 10.00 12.00 16.00 19.00 p ST KNx)r'�RD .PIF'_ 'Equi.v l.` nt. Fit 1.n0L_encj 20) t), ge A_ 2,t.0 5.00. 2.00 5.00 6.()0 1.00 1 . 0 0 10.00 i, i._) 3.006.00 2.00 j„t} C,:i1.00 10;30 10.00 4.00 8.00 2.0103 9.c)0 6.00 1.00 70.00 10.00 5.00 10.00' . i.){`) 11.00 6.00 1.00 i0..00 10.00 6.00 12.09 4.01:3 14.00 7.00 '1.00 10.0 3 10.00 7.00 15.00 ... .00 16.00 10.00 1.00 1 [wlta 10.00 8.00 17.00 5.00 19.00 11.00 1.00 14.-00 10.00 10.00` 20.00 6.00 22.00 12.00 2,00 20.00 10.00 12.00 25.300 0.015 _7 . i:3tZ 9.00 2.00 21.00 15.00 14.00 30.06 9.00 32.00 10.00 . 0C) 2B , 0o 19.00 10.00 35.00 i3.00 45.00 12.00 4.00 0 5.00 27.00. 22.00 50.00 16,00 55.00 1 9.00 5.00 40.00 29.00 7. 6_ . Ea �. f 21.00 6.00 49.00 . S.O ) t)(�) i`3 , t�1i�3 1. R t�)t') iw)s,l 35.00 70.00 . 28.00 86.00 22.00 7.00 - 63.00 -45.00 39.00 85.00 33.00 98.00 39.00 8.00 70.00 50.00 .e +.. i -..".i r -:...r)di i.. f.... L` I t i'" ;;f ._' l sE °.. F: Vr_•t 1 V� - I •.� Vn .! vF.:ti 4.d peE= t, SPRINKLER Svc JOB TITI:..E: SNACK FAR/ CUSTOMER SERVICE WATER SUPPLY CURVE \\\\\\\\\\\\\ \\\\\\\\\\\\\ 130.0 psi 01 3667 gpm--> Flow Test. Point 17;;+ 90+ r ; S 175+ 60+ 45+ s :30+ LEGEND Required Water Supply 11B-16 ; psi. G 975.7 gpm 15+ 1 0 = Available Water Supply 145.53 psi @ 975.7 gpm 0++• +_ + +- -+ +_- _r_....+ + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEH>INPUT DATA e :Name: TRGT-5 Title; PCCEIVYNC/MAR' ARFA SOURCE NCt ., r3 Node Tag E i Fv.t1.. C .fit C) -3.0 Static. Residua.. F c i dual hose S'trearn. Pressure Pressure Flow :A l 1 Dwane ! 147. .... a "Tag 'ievat car► k: (4+s x. 19.6 5,6E 3 19.0 5.6) 4 19.0 5.60 1,-i.0 5.4:0 14.0 0.00 10 l ,0 5.60 11 19.0 5.60 12 19.0 5.60 13 18.7 3.60 14 19.7 5.60 15 19.7 5.60 16 18.7 -5.60 17 IS -7 5.60 16 18.7 5.60 19 18.7 0.00 20 18.7 5.60 21 18.7 5.60 22 18.7 5,.60 23 18,7 5.40 2" 18.7 5.60 25 18.5 5.60 26 18.ri 18. 5.60 27 18.5 5.60 28 18.5 5.60 130.0 3667 ROW 1NST,A NODE DATA CanYWATICMCW 1 1989 ,t) OF TH '► : 3hA1S51r Ali( Nirie _Ta94.1 a:hn k. i )' Jy ;a.`+ .fat) 31 18I . 0.00 32 18 .:!..-i 5.60 35 • i 2.5 .5 .4-.0 5,60 3918.3.,. 5.60 401183 5.600 41 18x,3 0.0 42. 18:3 0.00 43 18.N 0,00 44 15.0 0.00 45 15.0 0.00 46 15.0. 0.00 47 15.0 .0.00 1751,5_.0 0. C:0 17 .0 0. 0 177 1.0 0.00 178 1.0 0.`00 179 1 �..0 '.00.00 180 0.0 a.00 181 -3.0 0 .: t 0 --3.0 SCtJRCF: ZAIStdid fa IMIONCE."COV AGE, eRATION SHOwN ?P40 .t'S SUBAC1 TO COMUt,, CI HEREON. 'j2' LETTER OR' , DECD DATE. SPf 1 NKLER SYSTEM HYDRALIL I C 'ANA s ov. 20 . 0$9 J08 TITLE: RECEIVING/MARKING AEA "WATER SUPPLY DATA SOURCE STATIC F ,SID. FL..OW NODE PRESS.. PRESS . TAG (FSI) (PST ) (GPM) AVAIL... PRESS. (PSI) 147.0 13) 3667. t_A 142.3 AGGREGATE FLOW ANALYS`I x: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES" TOTAL DISCHARGE FROM ACT I VE SPR I Nk't...ERS NODE ANALYSIS DATA NODE TAG' 4 j i 8 9 10 11. 1'2 13 14 15 16 17 18 19 20 21 22 23 24 £ 26 .2d ✓ 28 29 30. 7:1 { 72, -z FLEVAT TON (FT) 19:x? 19.0 19.0 19.0. 19. `0f' 0 1/. 19.0.:; 19.0 19.0 19.0 19 . C� 19.0 18.7 18.7 18.7 10.7 18«7. 18.7 18.7 18.7 18.7 18.7. 18.7 18.7 18.5 18.5 18.5 18.5, 18.5 18.5':. 18.5 18.5 18. 18,5 NODE TYPE r-::• K= 5.60 kb= 5.60 (= 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 .60 K=:5.60 K= 5.60 K= 5.60 Ks 5.60 K= a -f.60 K= 5.60 (= 5.60 K= 5.60 K• 5.60 PRESSURE (F'SI) 7.4.0 _ .1 30.5 40.8 44.9 46.8 51.8 48.7 44.3 41.8 39.4 x7 0 ?:4.2 36.5 38.7 41.1 45.1 47.1 52.1. 48.9 44.5 42.0 39.6 37.2 34.5 36.7 39.0 41.3 45.4 47.4 52.4 �i d:. 49.3 44.8 42.::� Yip IS. TROT -5 TOTAL:. RE -0- D` DEMAND PRESS. ( GPM) (.P8_1 ) 183 .8 94.1 17.8 GPI' 500.0 t4Pm 0.0 Mom 1,37.8 GPM 1)I SCHAR( E GPM) =4.8 35.8 37.5 38, 39.1 '37, 3 36.2 75.:1; 34.4) '33.8 34•.8. .3 7.6 7 .4 _Y5.4. 34.1 2.9 s13.9 35.0 36.0 37.8 38.6 37.5 `=-6.4 PRINKL€R SYSTEM MY JO8 TITLE t ECEIV"INS / MARK ING AREA NODE ANALYSIS DATA ( cora t ' d FRAULIC ;ANALS,8 NODE TAG ELEVATION r NOS:. TYPE PRESSURE (FT) (PSI ) , + 18. K= 5.60 39.9 6 18 .; .. F•:= 5.60 37.4 37 18.3 K= ,5. 60 41.2 3B 18.3 K= 5.60 43.9 39 18..3 k:s. 5.60 46.5 40 18.3K _ 5.60 49.3 41 18.3 - 54.2 42 18.3 55.6 43 18.3 58.3 44 15.0 60.0 45 174.0 60.1 4.6 15.0 60.3 47 15.0 60.7 175 15.0 63.5 176 15.0 - 66.1 177 1.0 76.0 1 751 . t:> 76.1 179 _ 1.0 _. 81°.1 1.80 0.0 81.S 1 Ct 1 -e3 . 0 . 97.0 C; -3.0 SOURCE 94.1 7. SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: RECEIVING/MARKING AREA PIPE DATA 'PIPE- TAG END ELEV. NODES (FT ) Nor. PT DISC. (v) (PSI) (GF'M) 5.6 5.6 C1( GPM ):'PIA_(IN) VEL. (FPS) HW(r) F.L../F_1.. 34.0 `. i' 1.0.9 6. 3 -66.4 5.6 36. :3,7 12.9 5.6 38.5 34.8 Pape LENGTH' PRESS.. (FT) GUM,: (PSI) 1.104 PL., 9.00 pF 2.3._ 120 FTG PE. 0..0 0.251 Tl.. 9.00 PV 0.8 1.452 F=L. 120 FTG 0.246 TL -101.2 1.687 PL_. 38.5 34.8 14.5 120 FTG 40.8 35.8 0.258 TL 4 -t.",6. 9 1.687 PL. 19.0. 5.6 40.8 3.5.8 19.7 120 FTG 19.0 5.6 44.9 37.5 0.452 TL 9.00 PF .2.2 PE 0.0 9.00 PV .i . 1 ,00 PF 2.z. PE 0.0- 9.00 0- 9.00 PV 1.4 9.0c:) FF 4.1 PE 0.0 9.00 . PSV 2.6 Pipe: 5 174.5 2.154 PL 9.00 PF 1.9 1.9 .: z"r 5-6 i4.4,9 9 ;.f C 1.5.4 120 FIG _. PE 0.0 ,0 5.6 4.6.8 Li... C 215 Ti:.. 9.00 PV 1 "6 6 -21 2 F.! 2.1a4. F1._ 6.00 . PF 5.0 19.0 5.6 46.8 38.3 18.7 120 FTG T PE 0.0 19.0 0.0 51.8 0.0 0.311. TL 16.00 PV 2,4: Pipe: 7 181.7 2.154 PL 3.50. PF 3.1. 19.0 0.0 51.8 0.0 16.0 120 FTG . T PF 0.0 19.0 5.6 48.7 7.9.1 0.232 TL 13.50 F'V 1.7 8 9 9 10 Pipe: 8 19.0 5.6 19.0 5.6 Pipe: 9 19.0 19.0 Pipe: 10 10 19.0 11. 19.0 Pipe: 11 11 19.0 5.6 12 19.0 5.6 142.7 1.687 ,F'L 48.7 39.1 20.5 120 FTG 44.3 • 7.3 0.488 TL., F'F, 4.4= PE 0.0 FV 2.8 105.4 1.687 PL 9.00 PF 2.5 .6 44.3 37.3 1.5.1 120 FTG PE 0.0 41.8 36,2 0.278 TL 9.00 PV 1.5 5.6 5.6 41.8 5.6 39.4 35.1 36.2 Pipe: 12 13 18.7. 1: 4 18.7 69.2 1.452 PL 13.4 120 FTG 0.265 TL F'F 2.4. PE 0.0 - PV 1.2 34.0 1.104 PL. 9.00 PF 2.4 39.4. 35.1 11.4 120 FTG PE 0.0 37.0 34.0 0.271 TL. 9.00 PV 0.9 -32.8 1.1.04 PL 9.00 PF 2.3 4.2 32.8 11.0 120 FTG PE 0.0 36.5 73.8 _ 0.257; Ti. 9.00 PV 0.8 13 -66.6 1.. 452 PL 9.00 PF 2.2 18.7 5.6 36. , --.:1,.c_.-- 12.9 120 FTC -- PF 0.0 1.8.7 5.6 38.7 ', i , Fi 0.247 ' TL. 9.00 PV 1 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS TOB TITLE: RECEIVING?MARE;I-NG AREA PIPE DATA (cant..ci). PIPE TACT Q(GPM) DIA(IN) END ELEV. . NO . PT DISC. VEL (FP: ) HW(C) NODE'S (FT)` (K) (P"=1) (GPM) F.L./FT Pipe: ]. 4. 18.7 n.6 18.7 5.6 -101.4 1 .687 PL 34.8 14.6 120 FTG 35.9 0.259 TL 16 17 Pipe: 15 18.7 118.7 Pipet 16 17 18.7 IR 18.7 -137.3 1.687 PL 35.9 19.7 120 FTG 37.6 0.454 TL 1.8 1c? 20 20 .21 -174...9, 2.154 ..6 45.1: 37.6 1.5.4 120 5.6 47.1 38.4 0.216 Pirie t7 -2.3.4 '7%154 18.7 5.6 47.1 38.4 18.8 120 18.7 0.0 52.1 0.0 0.312 Pipe: 1 8 18.7 0.0 18.7 ,'.6 Pipe; PL FTG TF PL FTG TL. 4. E $GTH -PRESS. (FT) SUM. (PSI)'. 9.00 PF -, F.E .i0.0= 9.00 PV 1.4 .a')0 PF 4.1 PE 0.0 9.00 PV . 2.6 9.00 PF 1.9 PE' 0.0. 9.00 PV 1.6 6.00 PF T PE 16.00 PV 18.2.2 2.154 PL 3.50 PF :16.0 1.2.0 FTG T PE. 0.0 0.233 Ti_ 5.0 4 19 1.43.0 1 .687 PL 18.7 5.6 48.9 39.2 20.5 120 FTG 18.7 5.6 44.5 37.4 0.490 TL Pipe: 20 21 13.7 44 18.7 44. 40 24 26 27 105.7 1 .687 PL 5.6 44.5 37.4 15.2 120 FTG 5.6 42.0 16.3 0.260 TL Pipe: 21 69.4 1.452 PL 18.7 5.6 42.0 36.3 13.4 120 FTG 18.7 5.6 39.6 35.2 0.267 'TL Pipe: 22 34.1 1.104 PL 1.8.7 5.6 39.6 35.2 11.4 1.20 FTG 18.7 5.6 37.2 34.1 0.273 T.L Pape: 23 18.5 5.6 18.5 5.6 34.5 36.7 :•2.9 33.9 -32.9 1.104 P L 11.0 120 FTG 0.254 TL Pipe: 24 -66.8 1.452 18.5 5.6 36.7 33.9 12.9 120 18.5 5.6 39.0 35.0 0.249 Pipe: 25 27 18.5 28 18.5 28 29 -101.8 1.687 5.6 39.0 35.0 14.6 120 5.6 41.3 36.0 0.261 9.00 PF P 9.00 PV 9.00 PF PE 9.00 PV. 9.00 PF PE, 9.00 PV -9.00 PF 2.5 PE 0.0 9.00 PV 0.9 9.00 PF PE PV 9.00 9.00 9.00 9.00 Pipe: 26 -137.a 1.687 PL 18.5 5.6 41.3 36.0 19.8 120 FTf3 18.5 5.6 45.4 37..8 0.457 TL T TLE: REC PIPE DATA tco PIPE TAG END NODES 0 30 31 31 :34 35 36 ELEV., (FT) SPRINKLER SYSTEM HYDRAULIC ANALYS I IVING/MARKING AREA NOZ. (K) PT (PSI Pipe: 27 18.5 5.6 45.4 1.£1.5 5.6 47.4 Pipe: 28 18.5 18.5 Pipe: 29 18.5 18.5 Pipe: 30 18.5 18.5 Pipe: 5.6 47.4 0 52.4 0.0 52.4 5.6 49.7. 5.6 5.6 (GPM) r)IA(I.N) DBC. Vl_(FPS) HW(C) (GPM) F.L./FT 49.3 44.8 -175.5 ;a .154 Pt 37.8 15 .5 120 FIG :'+8.6 ).218 TL. t_ NGT (FTS'. P.tJM.. ,(PSI) 9.00 PF 2... 0 - PE 0.0 9.00 .PV 1.6 -214.1 . 1 4 Pi. b.0 " : PF 38.6 18.8 120 FTG T ' PE 0.0 0,.314 TL :" 16.0PV 82.8 2.154 PL 0.0 16.1 120 FTG 39.3 0.235 TL 143.5 1.687 PL 39.3 20.6 120 FTG 37,5 0.493 TL 106.0 1,687. -PL 18.5"5...6 • '44.R. 3 7 . 15.2 ..0: TCS •4:.:: .4- P i pc, e 69.E 1.452 PL. 18.5 5.6 42.3 36.4 13.5 120 FTG 18.5 5.6 39.9 35.4 0.268 TL. Pipe: 33 34.3 1.104 PL._ 18.5 5.6 39.9 35.4 11.5 120 FTG. 18.5 5.6 ' 37.4 34.3 0.274 TL Paper : 34 --*5.9 1.104 PL.: 37 18.3 5.6 ' 41.2 35.9 12.0 120 FTG 18.3 5.6 43.9 37.1 0.300 TL.. 38 35 -73.1 18.3 5.6 43.9 37.1 14.2 18.3 5.6 46.5. 78.2 Pipe: 36 39 38.3 40 18.3 1.452 PL 120 FTS 0.293 TL 2.4 3,.50 PF T -PE 0.0 1 x.50 PV 1.7 9.00 PF 4.4 FE 0.0 9.00 FV 2.9. FF 2.5' FF 0,0 9.00 PV 1 6 9.00 {='L= �_..� 'PE 0.0 9.00 PV 1.2 9.00 PF ...� - PE ).0 1.00 PV 0.9. 9.00 PF 2.7 PE 0.0 9.00 PV 1.0 9.00 9.00 -111.3 1.687 PL 9.00 6 46.5 38.2 16.0 120 F1'8.• 5 . b 49.3 39.3 0.308 TL 9.00 -150.6 1.687 P1.. 39.3 21.6 120 FTG. 0.0 0.539 TL. FF 2.6 PE 0.0. PV 1.Z5 - PF.3 PF. ; 2.8 PE D.0 PV 1.7 .00 PF : 4.8 0.0 9.00 PV 3.1 150.6 2.154 PL 9.00 0.0 13.3 120 FTG 0.0 0. 164 TL '`.00 Pipe: 39 -150.61 18.3 0.0 .55.6 0.0 i y. 18.3 0.0. 58.3 0.0 PF ' 1.5 PE 0.0_ PV 1.2: 2.154 PL 6.00 PF 2.6 120 FTG T PE 0.0 J.164 TL 16.00 PV 1.2 , . .SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLERECEIVING/MARKING AREA RIPE- DATA ( con t' d ) PIPE TAG t (GPM) DiA(IN) LENGTH .PRE.SS. END ELEV.' 140Z. PT DISC. VELFPS) HW (C) (FT) ' SIJ11,. N0DEE3 (E`T) (K) (P81) (GPM) E.L./FT (psi') Pipe: 40 , 394.5 2.581 PL 4.00 PF., 6.5 44 15.0 0.0 60.0 0.0 24.2 120 . FTG . T PE 1 .i 7 19.0 0.0 51.8 0.0 0.404 TL 16.00 P'V ......9 - Pipe.: .9Pipe.: 4 395.6 2.581 P1._ 3.70 . PF 6.4 45 15.0 0.0 60.1 0.0 24.3 120 FTGT PE 1.6 19 . 18.7 0.0 52.1 0.0 0.406 TL 5.70 PV 4.0 - Pipe: 42 396.9 2.581 PL 3.50 PF 6,3. 46 15.0 0.0 60.3 0.0 24.3 120 FTG T RE 1.5- 18.5 0.0 52.4 0.0 0.408 TL.. 15.50 PV 4.0 Pirie. 47, 150.6 2.581 PL. 3.30 PF 1 0 47 15.0 ,a.0 60.7 0.0 9.2 120 FTG T PE , 1 .4 43 19.3 0.0 56.3 0.0 0.066 T1.. ` f . 0 PV 0.6 Pipe: 44 394.5 6.260 PL., 11'.00 PF - 0. i 44 15.0 0.0 60.0 0.0 4.1 :120 FTG PE 0.0 45 15.0 0.0 X40.1 0.0 0.005 TL 1.00 PV 0. 1 Pipe: 45 -790.1 6.260 PL. 11..00 pp 0.2 45 15.0 0.0 60.1 0.0 8.2 120 FTG -- PE 0.0 46 15,0 0.0 60.3 . 0.0 0.019 TL 11.00 PV 0,5, Pipe: 46 -1187.1 6.260 PL 11.00 PF 0.5- 46 15.0 0.0 60.3 0.0 12.4 120 FTG - PE 0.0_ 47 15.0 0.0 60.7 0.0 0.041 TL 11-.00 . PV 1.0 Pipe: 47 -1337.6 6.260 PL. 14.00 PF 0.7 47. 15.0 0.0 607 0.0 13.9 120 FTG PE 0.0 175 15.0 0.0. 61.5 0.0 0.052 TL 14.00 PV 1.3 Pipe: 48 -1337.6 6.260 PL 45.50 - PF 4.6 175 15,0 0.0 61.5 0.0 13.9 120 FTG .ET PE , 0.0 176 1.5.0, 0.0 66.1 -0.0 0.052 TL 59.50 PV 1.3 Pipe: 49 -1337.6 6.260 PL 1.4.00 PF 3.9 176 15.0 0.0 66.1 0.0 13.9 120 FTG 'TGA PE 6.1.' 177 1.0 c .0 76.0 0.0 0.052 TL 75.00 PV 1 Pipe: 50 -1337.7 8.071.PL 5 � . v0 PF 0.1 177 1.0 .:0.0 76.0 0.0 8.4 120 FTG -- ----w PE 0.0 178 1.0 0.0 76.1 0.0 0.015 TL 5:.50 PV 0.5 Pipe: 178 179 1.0 1.0 0.0 00 76.1 81.1 0.0 0.0 FIXED PRESSURE LESS DEVICE. 5.0 psi, 1337.6 Spm Pipe : 52 -1337.7 6.071 PL 1.00 PF -.3 179 1.0 0.0 81-1 0.0 8.4 120 FTG E PE 0.4 180 0.0 0.0 G1.8 0.0 0.015 TL 19.00 ` PV 0.5 SE'RI NKLER SYSTEM HYDRAULIC ANALYSIS Pag : 7 JQE TITLE: RECEIVING/MARKING AREA -,PIPE DATA (r_o.nt'd) PIPE TAG Cl(GFM) DIA(IN) L.ENSTH PRESS. END ELEV. NO2. PT DISC. VEL (FPS) HIS (C) (F T a ►M, NODES , (FT) (L;:) (PSI) (GPM) F.L.. /Fl (PSI) Pipe: 57. . -1337.6 8.140 PL 515.06 PF 8.8_, 180 0,0 0.0 81.8 0.0 G.2 1'7,20 FTG E.2T3G Ph 1.3 181 _ .0 0.092 , 0 U.0 0.01.4 TL .61_5.00 PV 0.5 Pipe: 54 -1337.8 8.140 PL 125.00 PF 4.1 181 -3.) 0.0 92.0 0.0 8.2 140 FTG ET FE 0.0 0 -3.0 gRCE 94.1 (N/A) 0.011 TL '1.95.49 PV 0.5 NOTES: (1) 'Calc ui ttiona under- license ere performed by the HAAS 5.3.0 rro. 4 C1287C granted by HRS Systems, .Inc- .2193 Fanchwot d Dr-.'. N.E. Atlanta, GA 30345 trrr-pct er program The he sy t �m has b aen 'ba 1. a.rir.,.G to provide ars imbalance at each node ,of 0.022 gpm and a imbalance at -any node of 0.777 gpm (-:5) Velocity prewtsi..ires are printed f -car information only: and,are not used in balancing the system. :any pipe is 24.3 ft/styc. averages maximum Maximum water- velocity in SPRINKLER SYSTEM HYDRAULIC ANALYSIS' ;TOS TITLE: RECEIVING/MARKING AREA FIFE FITTINGS TABLE Pipe Table Natne:.. STANDP!: 1 FI1= -Nominal. Eq(.iivalent Fitting Lengths in Feet.: (CP ;12.0x. Diameter (in) 1.00 2.00 5,00 2.00 5.00 6.00 1..00 t0.00 ,cos 1 h . 00 1.25 3.00 6.00 2.00 7.00 6-00 1.00' 10.00 10..,-'00 ... 1,50 4.00 8.00 2.00 9.00 6.00 3..00 '10.00 10.00 2.00 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.50 6.00 12.00 4.00 14.00 7.00 1.00 ' 10.0() 10.00 3.00 7.00 155.00 , 5.00 16.00 ` 10.00 1.00 13.00 10.00 3.50i 8.00 17.00 5'.00 19.00 11.00 1.00 14.00 10.00 4.00 10.00 20.00' 6.00 27.00 12.00 2.00 .20.00 10.00 5.00 12.00 25.00 8.00 27.00 9.00 2.00 .21 .00 15.00 6.00, 14.00 30.00 9.00 32.00 10.00 3.00 c°8. 00 19.00 8.00 18.0C, , 35.00 i3.00 45.00 12.00 4.00 .00 35.00 27.00 10.0: 22.00 50a00 16.00 55..0 19.00 5,00 40,f;29.00 : 12.00 . 27.00 60.00 18.00 65.00 21.00 6.00 49.005.0t' 16.00 35.00 70.00 28.00 86.00 22.00.. , 7.00> 600 45.00 18.00 39-00 85.00 7c3.00 98.00 39.00 8.00 70.00 56.00- Fitting 6..00-Fitting Code Letters: E=stc?r c.i .tird ell T=•te£: L..=ior)g turn e)1, C= check va; vp . BC- hut.ter+ly valve i', -gate valva A=alarm check: valve attdry pipe valve SPRINKLER SYSTEM HYDRAULIC ANALYSIS' JOB TITLE: RECEIVING/MARKING AREA WATERSUPPLY CURVE 80+ 165+ 150+ *\\\\\\\\\\\\\ \O\\\\\\\\\\\\ \\\\\\\\\\\\ 135+ \\\\\\.\\\\\\\ 130.0 05i. @ 3667 cpm--> Flow Tpst Pojnt. P120+ P E 9;105-1 ..a E 90+ 9 F I 75+ ) 60+ 45+ 30+ LEGEND X = Required Water Supply 94.07 psi @ 1837s gpm. 15+ 0 = Available Water Supply 142.26 psi' @ 1837.8 gpm 8001200 1600 2000 2400 2 800 FLOW (GPM) it EE + 3200 3600 Page 4000 SERI NKLER.20XS'EEM HYDRAUL I G ANALYS I ate : Nov 21, 1989rw ,.. 166B TITLE: SALES. AREA/ HECIOU� ::_WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) 147.0 AGGFEGATE TOTAL TOTAL OTHER TOTAL RES ID . FLOW PRESS. @ (PSI) (GPM) 130.0 3667.0 AVAIL. TOTAL REQ D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 146.0 783.5 72.1 NOTICE SUBJECT TO FIELD INSPECTION OF THE COM - FLOW ANALYSIS : PLETED INSTALLATION, AND CONTRACTOR'S SUBMISSION OF CERTIFICATION OF REQUIRED FLUSHING AND HYDROSTATIC TESTS. FLOW AT SOURCE HOSE STREAM ALLOWANCE. AT SOURCE HOSE STREAM ALLOWANCES DISCHARGE FROM ACTIVE SPRINKLERS nduStdal NODE ANALYSIS DATA NODE TAG 1 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 -26 27 28 29 30 31 32 33 34 35 ELEVATION (FT) 14.8 14.8 14.R 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 1.0 1.0 1.0 -3.0 NODE TYPE ❑ HF. VIV, DATE 0.8 20.0 30.9 20.0 31.0 20.0 31.1 20.2 31.3 20.5 31.7 21.0 32.1 21.8 32.7 22.4 33.4 23.2 34.2 24.5 35.2 25.5" 36.4 26.2 37.7 26.6 44.5 52.3 63.0 63.0 68.0 69.8 783.5 GPM 150.0 GPM 100.0 GPM 533.5 GPM ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON INFORMATION SHOWN PMD DIWTO COMMENT$ (6F11) LETTER OF DEC 41989 SFR I NKt.ER SYSTEM HYDRAULIC ANALYSIS Date: Nov 21, 1989 SOBTITLE: SALES AREA/CHECKOUT WATER SUPPLY DATA ,f.;Fw:fr,i:F ; AT T C -NODE (PSI) 147.0 RESID. ;`F f;;,, (PSI ) (C3F'C1:> 1 . (") A(3GRE((ATF F L.OW ANAL.YS i S : TOTAL_ FLOW AT SOURCE .' T.OTAL.' HOSE STREAM ALL...O1 ANCE--..AT, SOURCE -. O I"HE HO E STF"tEAM ALLWt WANCCS• t CITAL DIS;CR(RGE FROM ACTIVE, SPRINKLERS .S NODE ANALYSIS DATA -NODE TAG 14.8 4 14„8 5 14.8 6 14.8 7 14.8 8 14.8 9 14.5 10 14.8 11 14.8 12 14.8 13 14.8 14 14.8 15 14.:8 16 14.8 17 14.8 18 1.4.8 19 14.8 20 14.8 2:1 14.8 22 14.8 23 14.8 24 14.8 25 14.8 26 14.8 , 27 14.8_ 28 14.8 29 14.8 30 14.8 31 14.8 32 1,0 1.i". 1 . 3= . Ca 1 'age 1 .TROT -4 TOTAL_ 'RE.c ` I') @ DEMAND ((PM) (PSI)' • S t..:� iRE. 1'I'.i ...l:Y w.11'1.... fP I) 20-0 30.8 20.0 30.9 20.0) 31.0 20.0 31.1 20.2 31.3 20.5 31.7 21.0 32.1 21.8 2.7 22.4 33.4 23.2 24.5 35... 25.5 36.4 26.2, 37.7 26.6 44.5 67,0 68„0 69-8 783.5 72.1; 783.5 I3PM 150.0 GPM 100.0 :8P'M 533-5 GPM (GPM): SPRt I&E t 8 YST M HY AU1..l:C A\44L. 'S IS ., 4.308 T I TLE SALP'S AREA/CHECK:OUT NODE ANALYSTS DATA (rant. d) NCM)F TAG I.. T nrf N at* r TYr)F.. RRWS (PSI ) f t'`', 36. - . r 71.6 40 14,8 HOSE . STREAM37.9 41 4.8 HOSE STRFAM 26.7 .-.1. 18.2 K . 5. 60 7.0 52 1.8.2 }:.. 5..60 7.5 5.3. 18.2 .= 5.60 9.2 54 18,.2 K= 5.60 . 10.. 55 18.2 16.2 56 18.2 K= 5.60 7. 57 G.2 #:= 5.60 7.7 58 1. 3.' t;= 5 60 9.4 59 18..4 _ ' u'b0 1Or;a 60 +8.2 - .. 1.6.1. 61 18.2 K= 5.60 7.1 62 18.2 K- 5.60 7.6 63 18.2 K= 5.60 9.3 4 18,2 K= 5.60 10.4 65 s' r 16.2 F,j< r3. K= 5,60 7:_.7 68 18.2 K= i. 6() 9.4 {,:, 74, 18.2 k:- 5.60 10.5 70 18.E 16.3 71 18.2. }`:- 5.60 7.1 72 18.2 ' +.^= 5.60 7.6 73 18.2.. K.= 5.60 9.3 74 18.2 Y=_ 5.60 10.4 75 18.2 - 16.6 76 1'8.2 K= 5.60 7.3 7 - 1'x.2 K== 5.60 7.8 78 18 . t :- 5.60 9.6 79 18.2 <- 5.60 10.7 8t1 18.2 - 17.1 81 -18.2 K= 5.60 -7.7 92 18.2 .K=. ,..5.60 8.3 Est: 18.2 . if::= 5.60 0 :i 0 � 84 18. K 5.60 11.3 P5 18.2. 18.3 86 18. . K= 5.60 8.3 87 18.2 K= 5.60 8.8 88 18.2 , K= 5.60 10.9 89 18.2 K= 5.60 12.1 90 18.2 - 19.0 0 -3.0 URCE 72.1 w0.0 50 .0 15.3 :17.0 17.9'. 15.0 15.5 18.2 14.9 15.4. 17.1 18.1 15.1 15.6 17:4 183 "SPRINKLER SYSTEM JC1T•T I TL:F ; SAL_.ES:. ARE: /CHEC: OL *F'IPE DATA-• IF'E. TA5. END-.1._L..E..:`.). ND . PT •NODES` (F'1'.) tF,:}' FS•�• } Pipe: 1 fr 1 4..(:? 30'. CCS 14.8 0.0 20.0 Pipe: 4 141 8 0.0 :0.i 14.6 J") . 0 20 .. (.)' 0 0.0. 30.8 30.. 5 14.8 0.0 20.0. 14.8 0.0 20.0 6 1.4.x* ra. pe e 7 6 14.8 7 14.8 f,)vFEJL:' fi (C.;F'ht ) 0. HYDRAt1L ' C 0.0 0.0 ANALYSIS=: O(8PM): DIA(IN) tEL.(FF'S) HW(C) F.1...'. /F•T LENGTH'._ (ET) PRESS.. . SUM. (P8I) 32.1 1.452 PL.: 160.0(.1- it. PF 6.2 120 FTG T. PE 0.064 TL 168 00 PV 32.1 1..2 31.4 0.0 6.1 0.0 0.0 3.260 • 120 j.001. 1i), 0.0 0.3 PL 11).00-: PF 0.0. FTG -- PE 1.0_ TL.. 10.00 PV 1.452 F'L. 1 EsC).t)v PF 10.8 120 FTC2T-PE D.c6.i t w 1 7%635 6351 PL.. 10.00 PI - 1.9 F1.9. 120 FTG PE 0.0 ().004 TL., 1 J...')0 PV 63.5 3.260 PL...t0 . oo PF . 0 .0 :::30'....y, 11,0 - 2, .4 120. FTG ... F 0.0- 70,8.•:. .0-SI;J..8 0 p.0 t,J .004 TL •:10.00_- F•v' i ..0 1 .5 1..452 PL..160. 00'PF:,."... 1'0.9- 30.9 0.0. 6.1 120 FTG : 2T; PE . 0 0 20..0 0.0 Q.062.. TL -".176..00". PV 0.2- h) .2- 0.0 0.0 Pape: E3 1.52.635!='L 1_x.00 E=F s),�:) 14.E 0.0 20.0 0.0 0.1 120 FTG PE 0 . 14.8 0.0 70.0 0.0 0.000 TL 10.00 PV 0.0 Piper: 9 14.8 14.8 95.0 .'..260 Pt 10.00 PF 0.1 71.0 0. 0 '1...6 1.20 FTG -- PE. 0.0 .. 30,9 0.0 0.009 TL. 10.00 FV 0.1. Pape: i. c:) '*1..5 1.452 PL 160.00 PF 10,9 14.8 0.0 31.0 0.0 6.1: 120 FIG 2T FCS 0.0 14.8 .0.0 20.0 0.0 0.062 TI.. 176.00 PV 0.3 Pipe; 11 2.6A5 PL 1.0.00 F'F 0.0: 14.8 0.0 20.C) 0.0 2.1 120 FTG FE= 0.0 14.8 0.0 20.0 0.0 0.004 TL_. 10,00 PV 0.0 Pipe: 12 126.5 ' 3.260 F.L. 10.00 F'F 0.2 10 14.8 0.0 31.1 0.0 4.9 120 FTG - PE 0.0 8 14.8 0.0 31=.0 0.0 0.016 TL 10.00 PV 0.2 Pipe: 13 31.5 1.452 PL 160.00 PF 10.9 10 14.8 0.0 31.1 0,0 6,1 120 FTC; 21 PE 0.0 11 14.8 0.0 i 20.2 0.0 0.062 TL _ 176.00 P V ) Pipe: 14 70.0 2.635 F1.. 10.00 PF 0.1. 1, 1 14.8 0.0 20.2 0.0 4.1 120 FTG Pre. 0.0 9 14.8 0.0 20.0 0.0 0.01.5 T$.._ 10.00 PV } ,. GPPTt 'LER SYSTEM P VDRAULIC'' ANALYSIS J08 TITLE: SALES AREA/CHECKOUT PIPE DATA (crnt'cd) PIPE TA? f.1(GPM) DIA( IN) ''LENGTH .. r:RE SS. E Fl,..EV PT1? I SC < . VFL (FPS) HW ° .) T SUM t i?1)E.S < FT) ft') 4P5:1) (GFM5 F nt._. /FT CPS1;}' 12 1t), pe: 15 14.8 14 158.0 ,.1. • r, 4:) . 260, P1...• 10.00.- 120 F Tf8 ...,, Pipe: 16',•-::,•:....., ..31.4.. .1 .452 PL 1 0,0 PF 10 9 12? 14:.8 .-..0-....0 3.1. 3 <,.. 0 6. 1 . 120 • FT(3 '2T 'iw 0, a 13 14 '.8 tD : u 5 0 . 0 0 . 062 Tl_, • }'' 6".',00.• F' V 0 , 2 Pipe: 17 1404.3 2.635 PL.0 O. PE 1 - 0`.w 1.3 1-4...'s::::: 0.0 2t.0::,-.64..:-.• 12 0 FTG FE o. •1-1, 14.3 ' :3.0 2 0."2 0.1:)0.031..T.1....1Q.�OO, FV 0. i r7e18 18 `.3.260 Ft. •)',00, PF 0 . 3 14 4.8 0 • 0:"1:..7 -0.43 7 i rC3 FTG .::'.---"F .( 11 14'.8 0...0. C3 o O. t"1.03.",Ti.',.....','.10 .y 3i).:. ,PV b.4 r- 14 . 14.8 0.0 7;1a 'i . 4'.2 FL 160 0 OF 10. r.7 0.0ri.t. 120 FTG` F:,1 0.0' ..1`a 0.0 ,0611.: f .c , 2. 635 P1 10.00 PF 0.0 8.1 1z ()' FTG PF- 0.0 0.0 0.052 TL : i C? G< F.V 0.4 14.. 8 :; . t3 21- • 1 , t.a 13 14-.8 Pipe: 21 220.6 3.260 PL 10.00 PF 0.4 1 h 14.8 .0.0 3 -1 03.07 8.5 '120 FIG __ .... PE 0.0. 14 14.8 0.0 31.7 0.0 0.044 TL 10.00 PV 4.5; Pipe: 2 30.6 1 .452 PL 160.00 PF 10.3 16 14.8 0.0 32.1 0.0 5.9 120 FT # T PE 0. 3 17 14.8 0.0 21.8 0.0 0,059 'T1• #6.00 PV Pipe: 23 173.6 . .635 PL 117. x0 PP 0.6., 17 14.Et. 0.0 21.8 0.0 10.2 120 FTG PE 0.0 15 14.8 0.0 21.0 0,0 0.080 TL 10.00 PV 0.7 Pipe: 24 251.2 3. 260 PL 10,00 F'F 0.6 18 14.8 0.0 32.7 0.0 9,7 120 FTG -- PE 0. . 16 14.8 (.. Ci ` * . 1 0.17;:. 0.056 TL. 11"! .00 PV 0.6 Pipe : 25 '' ' 30.6 1.452 PL 160.00 PF 17.3 18 14.8 0.0 . 32.7 0.0 5.9 120 FTG'` 2T PE 0.0 - 19 14.8. 0.0 22.4 ' 0.0 0.0 9 TL '176.00 PV 0.2 Pipe: 26 143.1 2.635 PL . ;10.,4,1:0 t'-1~ 19 14.8 0.0 22.4 0.0 P.4 120 FTS - PE O. 17 .14.8 0.0 21.3 0.0 0.056 T1. 10.00 PV 0.5 -_ Pipe: 27 281=7 3.260 'PL` 10.00. .FBF 0.7 . . 20 14.8 0.0 33.4 0.0 10.8 120 PT(3. 'PE 47.0' 18 14.8 o.17 2.7 0.0 0.069` IL 11.3. 0 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOE( TITLE: SAL..ES AREA/CHECKOUT PIPE DATA (cant'r;) PIPE TAG 0(GPM) DI :(IN) END - ELI V. N07. PT. DISC. VCA:. (PPS) HW(C) NODES (FT) (K) (PSI) (GPM) F.L.'/F T Pipet 14.:8 14.8. Pi 29 14.8 14.8 Piper *•.0 14.8 2C 14.8 22 Pipet • F' i.t.,r.: . _1. 4 8 • f 2 1 24 25 26 24 27 - 28 ra 0` 0.0 0.0 0.0. 0.0 0.0 0.0 0.0 • 34.2 .4• 34-.2 24.5 Pir.`k « . 14.8 14.8 0.0 0.0 35 . wh'1, 34.2 Pipe: 34 14.8 0.0 35.2 14.8 0.0 25.5 Pipe; 35 14.S 14.8 Pipe: 36 14.8 14.8 0.0 0.0 25.5 24.5 age i.EN0 i:H 'P ES 3. cFT�' 1 45;'•PL.. 160.00 C.0 5.9 120 FTG•T 3.cs 0.058 TL. 0.(;) (3.0 0.0 0.0 0,0 0.0 180.9 2.635 PL .1.0.6 120 FTG (}.086 TL. 312.0 3.260 12.0 120 0,0G4 PV. 0.2 10.00 Fh 0.9 PE 0.0- 10.00 .0-10.00 PV 0.8 PL 10.00 PF 0.8 . FTG pF 0„0 1..F.. 1.0.00 PV 1.0 29-6.1.452 PL 1.60.00 .7 120 rte. 2T 0.0,75 TL,: .E76•.0A ,•y a it-fy PF 9.7 PE 0.0 V .).2 PL 10.00 • PF a 20 FIG •`'f_. 341.7 3.260 PL 10,00 0.0 13.1 120 FTG 0.0 0.099 TL 10.00 0.0: 0.0 0.0 0.0 PF 1.0 PE 0.0 PV 1.2 29.7 1.452 PL 160.00 PF 9.8 5.7 ; 120 FTG 2T PE 0.0 0.055 TL 1.76.00 PV 0.2 191.7 2.6.5 PL "1 0.00 11.3 120 FTG 0.096 TL 10.00 PE 1.0 _ PE 0.►_r PV 0.9- 371.3 3.260 PL 10.00 PF :) , 0 36.4 0.0 14.3 120 FTG -- PE 0.0 35.2 0. 0 0.1:16 TL 10.00 PV P3 re « 37 30.4 1.452 PL 160.00 PF 14.8 0.0 36.4 0.C) 5.9 1..j'0 FTG 2T PE. 14.8 0.0 26.2 0.0 0.058 TL 1.76.00 PV Pipe: 38 1.62.0 2.635 14.8 0.0 26.2 0.0 9.5 120 14.8 0.0 25.5 0.0 0.070 Pipe: 39 14.8 14.8 0.0 37.7 36.4 401.7 0.0 15.4 0.0 3.'760 120 0.134 Pipe; 39A -433.5 3.260 14.8 0.0 ' 37.-7 0.0 16.7 120 14.8 H.S. 37.9 50.0 0.154 0.2 0.0 0. 2 PL 10.00 PF 0.7 FTG -- PE 0.0 TL 10.00 PV 0.6 FL 10.00 PF 1.3 FTG PE 0.0 TL. 10.00 PV 1.6 PL 1 .00 PF . 0.2 F_TL.i _._ PE. CD.I't. TL 1.00 PV 1.9 • r SPRINKLER SYSTEM HYDRAULIC O8 TITLE: SALES AREA/CHECKOUT PIPE TATA (cont' d ) PIPE TAG. END ELEV. NODES (FT) Pipe: 40 14.8 14.8 NO7.. P. DISC. (K) (P81) (GPM) 0.0 ' % . %Y 0.0 0.0 26.6 0.0 ANALYSIS - 0 (CPM) DIA(IN) LENGTH. VEL (FPS) HW(C) (FT) F.L./FT 6 PRESS ;' SUM. 31.8 1.452 PL 160.00- :PF 11..1. 6.2 120 FTG .r. PE: 0.0 .).063 'IL 176.00 PV Pipet 41 131.6 2.635 PL 10..00 PF 14.8 0.0 26.6 0.0 7.7 120 FTG •--- PE 0.0 1,1.8 0.0 6.2 0.0 0.048 TL.. 10.00 PV 0.4. 40 41 1. 52 53 54 Pipe: 41A 14.8 14.8 Pipet 418. 14.8 1.4.R .Pipet 41C l.8.2 0.0. H.S. 26.6 26.7 -99.8 2.635 PL 0.0 5.9 120 FTG 50.0 1).029 TL. 49.8 2.635PL 8.8, 1 0 FT 0.06: TL h Pape: 4.r. 18.2 5.6 18.2 5.6, .1:4.8 1.104 PL_ 14.8 5.C: 1.24.1 FTG 8 0.4158 TL 7;0,1 1.1.04 Pi.., 7.5 15.3 10.1 120 FTG 9.2 17.0 0.216 TL [•_.' e -47.1 1.452 PL 17.0 9.1 120 FTC- 17.9 TG17.9 0.110 TL Pipe: 44 54 18.2 5.6 10.2 18.2 0.0 16.2 1.00 PF 0.0. PE 0.0 1.00 PV 0.2- 6o,00 PF 11.2 2T P- E 0.0 184.00 PV 0.5 PF 8r00 PV 8.00 PF i, .7 PE . 0.0 8.00 PV 0.7 8.00 PF .1.0- "---- .c3_ PE 0.0' e.00 PV 0.6 --65.0 1.452 PL 17.00 17.9 12.6 120 FTG 2E 0.0 0.237 TL 25.00 -65.0 1.452 PL:; 12.6 - . 120 FTG 0.237 TL -15.0 1..104 PL 15.0 5.0 120 FTG 15.5 0.060 TL.. PF` 5.9 PF 0.0 -, PV 2.00 PF 2.4 T PE 1.5 10.00 PV 1.1 !. 00 PF f).5 PE 0.0 8.00 PV 0.2 30.5 1.104 PL 8.00 15.5 10.2 120 FTG ....». 17.2. 0.222 TL Q 59 60 8.0 PF 1.8 PE 0.0 PV 43.7_ -47.7 1.452 PL 8.00 PF 9.4 •17.2 9.3 120 FTG ---- PE 10.5 18.2 0.134 TL 6.00 PV -65.9 12.8 {0.0 4't . 6 1.452 PL 15.00 PF 5.6 120 I::: Tti 2E PE 0.0 0.243 TL 23.00 PV 1.1 SPRINKLER LER GV STEM -HYDRAULIC ANALYST )B TITLE. SALES AREA/CHECKOUT :PE DATA (tQnt'd) 1'PE TACE ENG Et.. i":k: NODE s (FT ) Pipe " 50 fG L .".T DISC. 1,') (PSI) .(GPM) 60 1.8.2 0.0 16 ,7 14. 0.0 2..0 Pipe: 51 6 .`; fid 18. 63 (GfiM) DIA( IN) "1,.tNtTH, r (F.FS) JHi4(C) (FT) E.L./FT -65. 0.0 1.2.# 0.0 7.1 14.9 7.6 15,4 PE.,S8. SI) 1.452 P'1... .00 PE 2.4 120 F TG - T PE 1.5 i, C 243 TL.: 10.00' V. EV 1.1- -1.4,9 , 1 . 104 PL 5.0 120 FTG 0.0 59 TL 8.00 Pipe: 52 30.4 18.' . 6 ''7.6 15.4 10.2 18.2 5.6 5-3 17.1 pe g_> 63 18.2 5.6 64 18.2 5.6 10.4 -47.5 ..9. 17.1 9.2 18..1 Pine: 54 -65-5 6 ,{ r7 ct. 5.6 1.).4 :;.8.1 1.8,2 0.0 1.e., + '.0 6 `r Pipe: cis 18.2 14.8 Pipe: 56 66 13.2 67 18.2 0.0 0.0 16.2 .20. 0 0.0 0,0 PF 0.5 FSE 0.C.), PV 0.2- 1.104 .2- 1.104 PL' .06 1. 3 120 FTG PE 0.0 0.220 TL;,<t iii` F=`4�: 0.7 1.452 Pi..:;: G 00 PE 1, . 1._ 120 .- 120 FTr PE 0.0:'' 0. 132 IL. ' 8.00 P 0.6. 452 .PL 16.00 H.1.20 FTS'7 .240 PE PV 12.7 120 FTG T FE 1.'S 0.240 -15.0 1.104 PL .6 7 1.5.0 5.0 120 FTG 5.6 7.7 15.5 0-060 T Pip: 57 67 18.2 5.6 7.7 15.5 18.2 5.6 9.4 17.2 Pipe: 58 68 18.2 a.6 9.4 1 .2 69 18.2 5.6 10.5 1 ?. 1 Pipe: 59 69 18.2 70 18.2 Pipet '6.0 70 18.2 11 14.8 $.00 F 0. e..00 PV '0.2 +0.5 1.104 PL 8.00 10.2 1.20 FTG -- PE 0.0 0.221 TL. 8. Go RV -47.7 1 452 PL. .8.00 FF 1.1 9.2 120 FTG ..-_ PE }.0 0 133 IL 8.00 PV -65.8 5.6 10.5 18.1 12.8 0.0 16.3 0.0 -65.8 0.0 16.3 ` 0.0 2.8 0.0 20.2 0.0 Pipe: 61'. 71 18.2 a ter 7, 18.2 b.6 Pip • 62 72. 18.2 7r 18.2. '.6 5,.6 7 7.6 -14.9 14.9 5.0 #. 5.4 7.6..4 17.1 1.452 PL 16.00 PF 5.8 120 FTG 2E PE 0.0 0.242 TL 24. V 1.1. 1.452 PL. 2.00 PF ° 2. 120 FTG T P£ 1.5 0.242 TL I 0 00 PV 1.1 1.104 PL. 120 FTG 059 TL. ... 8.00 `0 FF 0.5 "' PE .0.0:_ :PV' .' 0.2 . -30.3 1.104 F' L 8.00 PF. 10.2 120 FTG P 0,319 TL:. B.00 PV SPRINKLER "SYSTEM HYDRAULIC ANA LYG I $ ; F 30B TITLE: SALES AREA/CHECKOUT PIPE DATA (cont'd) PIPE. TAG END NODES E1..EV. c F1" F z p4n 63 7.7: • 1. i . 2 7:4. 18 . Pipe 64 18.2 ' 5.6. 18.2 0.0 75 76 77 Pipe: Pi ;t: NOZ ( ! •., ) PT (PSI) o(Gpm) DIA( IN) LENGTH DISC. VF.L (FPS) HW(C) (FT) ( (3p1.1) F.i_:. /FT PRESS . SUM. --47.5 452. PL. 8.00 •.FE •1 . 1 5.6 9 .: 1.7.1 12.0 • F'TG 5.6 10.4, TL 8.00 F°,i fir. -65.5 1.452 PL :i8.00 PF 6.2 10.4 18.1 12.7 120 FTG 2E PE 0.0 x:6.6 0.0 0.240 TL 26.00 FV 1 . 1 ', 65 -65.5 1.452 PL. 2.00 PF 2.4 18.2 0.0 1.6.6 0.0 12.7 120 FTG T PF 1.5 14.8 c.r . "r 20.5 :_r . 0 0.240 11.... .1 t . )0 PV 1 . 1.__ 66 -15.1 1.104 PL 8..00 PF 0.5 18.2 ' 5.6 7.3 15.1 9.1 120 FT6 ---- PE 1.0 12.2. 5 „/, 7.8 15.6 0.061 T1 8.00 PV " .2 -$0 8 1. 104 r4 81. - 8...00• t"': S.. 8 ,••.. 1 }-' ..» • 5 . �'.�-. . 6 :{.. / . 4 0.'225 Pipe: 68 - -48.1. 1.452 81.... 8.00 PF 1.1 78 16.2 5.6 9.6 17.4 9..,7 120 FTG PE 0.0 79 18.2 5.6 10.7 18.3 0.136 TL 6.00 PV 0.6.. Pipe: 69 79 18.2 SO 16.2 -66.4 1.452 PL 16.00 PF 6.4 10.7 18.3 12.9 120 FTG 2E PE 0.0 0.246 TL 26.00 PV 1 . 1. Pipe: 70 r --66.4 1..45: PL.. 2 . 00 PF 2.5 1.8.2 0.0 17.1 0.0 12.9 120 FTG T FE 1.5 15 14.8 0.0 21.0 0.0 0.246 T1 10.00 F V 1.1 Pipe: 71 61 18.2 82 18.2 5.6 -15.6 1.104 P'L 8.00 PF 0.5 7.7 15.6 5.2 120 FTG -.. . PF 0.0 .- 8.3 16.1 0.064 TL 8.00 PV 0.2. -31.7 1.104 PL 8.00 ' PF 1.9 16.1 10.6 . 120 FTG PE 0.0 17.9 0.238 TL 8.00 F V 0.8 . -49.5 1.452 PL 8.00 PF 1 . 1 0.2 17.9 9.6 120 Fl G PE 0.0 1.. ;, 18.8 0.14: Ti. 8.00 PV 0.6 -68.4 1.452 PL. 19.00 PF 7.0 11.3 18.8 13.2 120 FTG 2E PE 0.0 12.3 0.0 0.260 TL 27.00 PV 1..2.- t'.� Pipe: 475. ��ff--6F�...4- 1'.452. FPLC .:. •' 00 PF •_ �..3 1.8.s _ 0.p 18.3 ! e.0 13.2 120 F G - T PE C. 19 • 14.8 0.0 • 2x.• 4 0.0 0.260 Tt_ i.).00 PV 2.6 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS -JOb TITLE SALES AREA /CHECKOUT PIPE DATA (cant'd) PIPE TAG r=ND • ELL' 1. NO. F8 -- `(CPL.) 09 90 21 0(G 'M) D:CA(IN) LENGTH' DISC. VEL(FPS) HW(C) (FTk'. (GEll) F.L./FT 76 18. ,.J.6 10.2 5.6 Pipe: 77 18..^ 18.2 Pipe: 78 18.2 1S.2 F.. rtr3.. 79 16.2 5.6 12.1 18.2 0.0 9.() .6 10.9 12.1 Eire.• 14..F Pipe: € 1 40 _14.8 30 1.4.8 Pipe: 82 30 14.8 31 14.8 77 34 H.S. 0,0 0,0 0.0 37.9 44.5 Pipe 83 14.8 0.0 523 1.0 0.0 63. 0 Pipe: 84 1.0 1.° Pipe: 85 1.0 1.0 Pipe: 86 34 1.0 35 -3.0 35 36 0.0 0.0 63.0 63.0 -16.1 16.1 5.4 16.'` 1 104. PL • 120 FTG G t_i ..068•! L6.00 32.9 1. 1.04 PL= 16.7 . 11 .0 120 FTG 18.5 0.253 TL 18.5 19.5 -51.3 1.452 PL 9.9 1120 FTG 1 5 2 TL -70.7 19.5 13.7 0.0 0,0 0,0 -70.7 1 a7 • .50 .0 14.3 •0.0 -633.3 0.0 14.3 0.0 -633.3 0.0 14.3 0.0 -633,3 4.0 FIXED .0.0 63.0: 0.0 5 0.0 68.0 0.0 0.0 0.0 -633.3 68.0 0.0 3'9 0.0 69.8 Pipe: 87 633.3 -3.0 0.0 69.8 0. 0 3.9 -3.0 0.0 71.6 0.0 Pipe: 88 36 0 t.) 8 00 'PRESS- SUM, RESS.SUi1 (PSI) PF PV .00 FBF PE .00 PV $.'00 3.00 1.452 PL 17 00 120 FTG 2E 0.276 T 2 a>t ii 1-.452 1,'o 0.276 4. 260 120 0.084 PF PE PV PF PE F'V Pi_ 2.00 PF s= r3 T PE .�..L. it .00 PV PL FTG TL 59.00 .11E 79.00 0.5 0.0 -.2 f„3 0.0 = 0.8 1.2 0.0 0.7 6.9 0.0 1 .3 PF 6,7 PE 0.0 PV 1.4 4.260 PL 72.00 PF 120 FTG . 2E PE 0.084 TL 92.00 PV 4.260 PL 13.60 PF 120 FTG TCA PE 0.084 TL. 55.80 PV 8.071 PL 120 FTC 0.004 TL 3.00 PF PE 3.00 FV PRESSURE LOSSDEVICE t_t psi!, 633.3 g Fpm 8.140 PL 1.00 140 FTG E 0. 003 TL 24.94 8.140 PL 515.00 140 FTG E2T3G TL 643.00 PF PE PV PF PE PV -6`3.5 8.1.40 PL. 12=5.00 F'F. 0.0 71.6 0.0 3.9 140 FTG ET PE SRCF 7:1%1 (N/A) 0.007 TL 193.49 PV .6- 0.0 1.4 4.7 = 6.0 1.. 4 0.0 0.0 0,1 1.8 0.0 0.1 0.5 -0.0 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYS NOTES: (1) Calculations were performed 1 by. thw HASS under -license no. 4 C1297C granted by HRS Systems', Inc. 2193 R xnchwoocl Dr., t N C. Atlanta, GA 3o345 (.2) The sys ear has been hai n.c id to --provide .an m alaric t eac:h node .nf O.0i7. j. qpm -end• a imh �iQ-�nct a.t any erode c,f O 7'. c�{ rn, (:J 'Velocity pressure . are printed: for- information only, and are not `u%ed in balancing' .the eysten.. tlaximuriti w terms yelcici_ty in_ .any gripe 16.7 ft/sec.. SPRINKLER SYSTEM hY1lRAULIC JOB TITLE: SALES AREA/CHECKOUT PIPE FITTINGS TABLE Pipe Table Name: Nominal Diameter - (:i11 1.00 1.25 1.50 2..00' 2.50 3.00 3.50 4.00 5.00 6.00 8.00 10.00 12.00 16.00 18.00 ANALYSE • STAWDARD. R 1 R, :c ui rM^Lent tk ng l..etxrj,th i.n 0 2.00 5 . t)c) 2.00 5.00 6.00 3.00 6.00 2.00 7.00 6.00 4.00 8.(X) 2-. 00 9.00 6.0u 5.00 10.00 0.00: 1.00 6.00 6.00 12.00 4.0 14.00 7.00 7.00 15.00 5.00 16.00 10.00 8.00 17.00 5.00 .19.00 11.00 10.00 20.00 6.00 22.00 12.00 12.00 25.00 8.00 .27.00 9.00 14.00 30.00 9.00 32.00 10.00 18.00 ;35.00 J-,00 45.00 1:_.'.. O ''..x''.00 _'5 r.t:0 16.00 5.00 27.00 60.00 10.00 65.00 21.00 "'.5,00 70.00 28.00 86.00 22.00 39.00 85.00 '' ::; . L}t`} 98.00 39.00 Feet .ra0 1,00 1.00 10'4:00 1}.00 1 .00 10..00 1.00 13.00 1.00 1.4.01 2.00 r. 2.00 21.00 3.00 28.00 4.0o -5.00 5.0o 40.c)c 6.00 49.00 7.00 63.00 8.00 00 70.00 •1.., i:(_'rr'ir7 f S..a • 0c: he' t; chf?::k v .>.VE? D dr'y pii'.E3 \;intlV 10.00 10.0 10.00 10t;i 10.00 10.00 10..00 10.00 15.00 19..00 27.00. 29.00 35.00 45.00 50.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS ; TITLE: T SALES AREA/CHECKOUT w TER SUPPLY CCERVE. 180+ 165+ 150+ *\\0\\\\\`\\\\ \\\ \\\\\\t\\ \\\\\\\\\\\\\\ 135+ P120+ R i Si 051 90+ p ; 75,+ { 60+ 45+ 30+ LEGEND Required Water Supply. 72.08 psi C' 783 5 ` qpm 15+ ! 0 = Available Water Supp1y 146.02 psi @ 78'.5 gpm \\\\\\-:\<\•\\\\ 130.o p< :i. ;t!! 3667 -''pm-> Flow Test Point 11 11 0++-+__-+ -+ + 80� i 1200 1.60E 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM'HYDRAULIC ANALYSIS -rate3-Nov 210'1989 JOB TITLE: SNACK BAR/CUSTOMER SERVICE "F`' PF1cQ,T WATER SUPPLY DATA SOURCE NODE TAG A STATIC PRESS. (PSI) 147.0 RESID. FLOW, PRESS. @ (PSI) (GPM) 130.0 AVAIL. PRESS. (PSI) 3667.0 146.2 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 725.7 38.5 NOTICE SUBJECT TO FIELD INSPECTION OF THE COAh AGGREGATE FLOW ANAL vs I S : PLETED INSTALLATION, AND CONTRACTCR'S SUBMISSION 0 CERTIFICATION OF REQUIRED RUSHING AND HYDROSTATIC TEST. TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SP NODE ANALYSIS DATA NODE TAG 4 6 7 8 9 10 11 12 13 14 15 16 17' 18 19 20 21 23 24 25 26 27 28 29 30 31 -r, 33 34 ELEVATION (FT) 9-6 9.8 '.E 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 1KLER nch isk NODE TYPE PF t:= 5.t40 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K.= 5.60 K= 5.60 K= 5.60 IK:= 5.60 I= 5.60 1= 5.60 K= 5.60 K= 5.60 K= 5.60 F= 60 K= 5.60 I) ❑ HE5E9f 4, DATE c ` 8.1 8.9. 8.4 10.0 7.3 7.8 10.0 9.5 10.2 9.5 10.3 8.1 8.6 8.1 9.0 8.2 10.4 10.0 10.9 10.1 10.8 10.9 11.4 10.1 11.5 12.7 1.3.6 12.0 12.7 11.9 12.9 725.7 GPM 0.0 GPM 0.0 GPM 725.7 GPM ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON INFORM"TION SHOWN ?'.',D D I sgitine3F TO COt',?1ENTS (CPM) LETM pF DEC 41989 1 15.x' 16.2 15.2 15.6 17.3 17.2 15.9 15.9 16.1 17.7 17.8 18.5 17.8 20.0 19.4 19."_; SPRINKLER SYSTEM HYDRAULIC Date: ` Nov 21, 1989 JOB TITLE: SNAG: DAR/CUSTOMER SERVICE WATER SUPPLY DATA STATIC PRESS. (PSIr 147.0 FRES♦ et -OW ANALYSIS' PA,rt AVAIL. PRESS. (SF,M> (PSI) '4-7,0 146.E TOTAL FLOW AT `SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STRE=AMALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS ANAI..YS! L,(':TA NODE TAG ELEVATION (FT) -TRGT-6 TOTAL RECO D DEMAND PRESS. (GPM) (PSI) 725 FSI) 725 7 y1 '"S . r_ ,_i 725.7 GPM 0.0 GPM 0.0 GPM 725.7 GPM N0:Dr. iYrE PRESSURE:: DI8(:HARSP.: (PST). 9 c.; v= 5.60 7.0 . 0 10 i 0 4 9 E",.‹,,,,'1 .1 t..i 8.9 6 9.9 i:- 5.60 . 8.4 7 9.3 10.0 8 '9.8 K= 5.60 7. 9 9.8 K= 5.60 7.8 10 9-8 - 10.0 11 9.x87 K= 5.60 9.5 12 9.8 _ 10.2 13 9.8 K= 5.60 9.5 14 9.8 - - 10,3 1: 5 9.8 K= 5.60 8. 1 16 9.8 - -- 6.6 17. 9.8 K 5.60 8.1 18 9.6 - 9.0 19 9.9 k= 5.60 8.2 20 9.8 10.4 21 9.9 F:= 5.60 10.0 72 9.8 - - - 1.0.9 23 9.6 I..= 5.60 10.1 24 9.8 10.8 25 9.8 k= 5.60 10.9 26 9.8 - 11.4 27 9.8 K= 5.60 10.1 28 9.8 - 11.5 29 9.8 Er- 5.60 12.7 70 9.6 - 1:3.6 1 - 9.8 i 5.60 12.0 .: 9,8 - - - 12,7 r: 5.6o , -4 9.6 -_ - - 12.9 16.2 15.2 15.6 17.3 17.2 15.9 15.9 16.1 17. 17 18.5 17.8 19.14 SPRINKLER SYSTEM H-HY )RAUL I C ANALYSIS Page TITLE': SNACK BAR/CUSTOMER yERVICE ANALYSTS LATA ( con t.'ci? TAG_ ' AT I ON NODF: TYPE PRESSIJRE 1 I,SCHARGE. (PS.7 ) i SPM) 9, .F'' - .1._3 9 - f . R L:.-- 1.60 1.1.1. 18.6 ;f zz.8 - 8 9.8 i'•: 5.6:. t ". 18.9 39. 9'.8. - 1 . 2 4 9.8 it:- 5.60 14.0 21 .i 41 .9.8 - 15.2 42 9.8 K o.60 14.9 21.6 43 9.8 16.2 -- 44 9.8 = 5.60 15.9 22. 45 9 .'8 17.0 - - 4f . 9.8 K= 5.60 14.8 21.6 47 9.8 i i 9.1..;. :: f.. 0 49 9.6 i }.: 6,5 17 ., - .u..:•...5. 50 9.8 K. 5.60 17.6 ' 51 q.8 18.7 c:-•:� r; .-. 5,60 ..{4. 5 .7>. .'.. 9 8 - ._.. ','0, : "' t ; d . 4.: kuz. . . 60 a CI t .r ,. 24.1 57 9. 8 K= 5,. Ear 20.440 , 3 58 9.8 - - 22.4 59 9.8 K= 5.6021 .9 26.2 60 9.8 _' 22..:S 61 9.8 ;.=-`5.60 9.5 17.2 62 9.8 - 1.0:. - 63 9.8 K= 5.60 9.7 17.5 64 9.8 13. 2 - 65 9.8 K= 5.60 13.1 20.3 66 9.6 K= 5.60 17.0 23.1 70 9.8 22.4 - 71 9.9 K= .M .60 24.8 27.9 73 21.0 - 23.9 14.8 SOURCE` 6. 725.7 Jq TITLE P°1 E DATA FIRE TAG END F L.EV . NOZ -NODES (FT.i.' : ( K ). 3 9 SPRINK TEM. H1 D tAt3l. IC, ANALYSIS Sw4Ci 'S AR7CU 0 Pipe: 1. Pip 2 Pipe: 3 Dr' ,Pi r.f 4 r � R ICE € I:Sc . VEL 4FF8) WW C 1 < 1 0 FTh: µ. .0 C., 058 t i_. I- EiHPE88. SLIM. (P81) :00 PF 1.2 4F yr 0.0 'fi0,-."iV c1. F1.. 3.Qu E. 1.8 FTG 0.0- TL: 8 *00 i. 3.7 -30.8 1.104 9.8 .b - x,8.2 16.0 10.3 120 9.€1 `0.0 io.o 0,0 0.226 9.8 9.8 9.8 5.6 0.0 . 1 15.9 8.9 0.0 8.9 0,0 5.6 8.4 16.2 �w 8 0 . 0. 8 ▪ 9 „ (:).0 10,0 t " 6 9.83 9.8 -15.9 1..104 F 16.2 5.4 . 120 FTG 0.067 TI. 1.104 PL 120 FIG 000.069, TL. .452 PL 12C; t T G 3.064 TL *15.2. 1 .104 Ft. 5.a 1't) FT( 5.6 7'.8 15.6 0.061 TL. #1.50 PV .+ .8 0.0 0.2 1.50 *PF X3.4 6.50 V 0.2 E(" 17.50 FW 1 0.0 0. 7.00 PF=-, 0.4 PE 0.0 7.00 FAV 0.2- Pipe: .2- Pipe: 7 --30.8 1.104 t='L. 1''x.00 PF 2.3 9.8 5.6 7. 15.6 10.3 120 FTG .. T^ 9.8 0.0 : 10.0 0.0 (3.225 TL I0.00 PV Pipe: 8 11 9.8 12 9.8. 13 14 .6 0.0 1.0. -17.3 1.104 PL 17.3 5.8 120 FT1 • c:3.0 0.077 TL Pipe 9 -17.2 .1..104 PL 9.8 5.6 9.5 17.2 5.8 120 FTG 9.8 0.0 10.3 0.0 0.077 TL. Pipe: 10 i(. -. 9.8 16 - 9„8 -15.9 1.104 PL., 5.6 8.1 15.9 5.3 120 F1 0.0 8.6 0.0 0. 067 TL 7' . x.50 FF 0.7 T PE 0.0 9, 5> PV 0. .3.103 PF •0.8 T, PE 0.0 10;00 PV 0.2 .00 PF PE 0 PV Pipe: 11 15.9 1.104 PL 16 9.8 C3. C3 8.6 0.0 5.3 120 FTG 17 9.8 5.6 '8.1 15.9 0.067 TL Pi pe: 16 18 12 9.8 9.8 :< 0.0 0 , Pipe: 18 9. 9 .8 5.6 -71.9 1 .452 PL 8.6 0.0 6.2 120 FT{_",. 9.0 0.0 . 0.063 Ti. 9.0 8.2 0.0 16.1 • 1! .1 • . 104 F`i...• ; . 4 1 ?0 FTG • 0.5 0.0 0.2 2.00E ;RF X3.5` 6.(01' PF FE 6.00. PV .00 PF T PE 1.1.00 FW 0.4 0.0'- SPRINKLER SYSTEM HVDRAUL I C At JOA TITLE: SNACK BAR/CUSTOMER SERVICE PIPE DATA (cont' c'} Pipe: 15 21 9.8 12 9.e Pipe: 3 24' 16 9.8 9.8. 1\107. (f::) 0,0 0.0 5.6 0,0 0.0 PT (PS)) 9.0 10.4 10. 0 10.9 10.1 1+71,8 0.0 0.0 AL_Y5 5 Page 4 .I7T14( IN) L.:ENG3'H.. VEI__CFP•S) HW(C) (FT}'.• • .PRESS.. SLIM., PSI PF. 1 .5 • 9.3' 7120 E= :T ty `i" PE- 0.0 • 0,135 TL.. 11T. ,)( F'V 0.6 -17. 7 1..1.04 PL 17,7 5.9 12 0 FTG 0.0 0.081 TL. 17.0.08 PL. 6e0 120 FTG 0.081 T1. 17.- • 7 24 9.8 t).t)•1t?.S 0.0 3.4 120 FTG 9. 5.6. 10.9 i.8 (_i„tT `1. Et... }`1pe 1.6 .9 ts" J r, •-: 1 .::0. F T# 'r TL.• 1. 7.00 PF 1 .0 T PE= 0.0 L .00 PV t0.2 4.00 PF 0.7 T PF 0.0 9.00 PV 0.2 30 PF 0.1 P E • 0.0 .50 PV 0.1 ,0 T 1 _00 P 1 pet 19 -17. ii 1. 104 8L.. 10.00 9.8 5.6 .10.1 17.8 6.0 .120 FTG ET 9.8 0.0 . 11.5 0.0 0.082. Ti._. 17.00 Pi pe : 2: -20.0 1.104 PL 9 9.8 S-6 12.7 20.0 6.7 12n FTC, =:0 9.8 0.0 13.6 0.0 0.101 TL Pipe: 2 1 -19.4 1.104 F'L 31 9.9 5.6 12.0 19.4 6.5 120 FTG 3 9.8 0.0. 12.7 0.0 0.096 TL. Pipe. 22 -19.4 1.104 P1... FTC 34 9.8 0,0 12.9 0.00.096 TL 34 Pipe : 23 9.8 9.8 f�.2.9 11.9 Pipe: 24 34 9.8 9.8 Pipe: 37 25 9.8 9.8 0.0 0,n 0.0 19.3 12.9 0.0 13.9 0.0 19.3 1. _ •:(4. 8L_ 6.5, 120 FTG 0.095 TL Pr PE PV 0.4 4 -0„0 PF 1.4 PE . 0,0 PV 0.2 4.00 PF 0.9 T PE 0.0 .00 PV 0.3 2.50 PF . 0.7 T PE 0.0 7.50 PV 0 . ' .x) F'E' 0.2 PE 0.0 2,,00 PV 0. 50 PF 1.0 T PE 0.0 10.50 PV 0.3. -38.7 1.452 PL .50 PF 1„0 7.3 120 FTC T PE 0.0 0.091: TL. 11.50 PV 0.4 -18.6 1.104 PL 8.00 PF 5.6 11.1 19.6 6.2 120 FTG T PE 0.0 12.2 0.0 0.089 TL, 13.00 PV Pipe: pt:: 2 18,9 1.104 PL 9.8 0.0 12.2 0.0 6.3 120 FTC 9.8 5. 6 11.4 18.9 0-092 TL 1 0.0 0 3 4.00 PF 0.8 T PE 0.0 00 PV O.: SPF I KL.E:R S STEM H'DE:AUL I C ANALYSIS, P age T I TLE: SNACK BAF I CUS TOMER SERVICE PE DATA (con't...d) ' IPE TAG END �-,_. E V NODES is (E'-1 ) Q GPM) •DI'A(IN) LENGTH PFrSS. PT 1:tit..,, VE:�L{Fps) `HW;t�(C�) {FT (GPM.)J. .. ^E P.. p 27 37 . 1 . 104.. PL 4•. 0t_I Pj .•••••71:77.•?; ry o.•:.••-••• t'.. 120. 1 5-. 2 •- t_j w (_> 0.325- 25 11 9.• 00 P Pipet -•'28-21...0 1 ...I:04 PL , .„-op'.. FF 1. , 2:_ 40 9.8 5.6 14 0 21.0 7.0 120 FTG T PF - 0.:. 41 • 9.8 0.V 15, 0.0•-• 0.111 TL.. -.....1.00 PV 0.3-- ��{{ ;...Pipe 29 i 11 --. 1 .6 • 1.1.04 �PL�:-• 6.00 -.PF.4.3- 4 . 9.. i'4 .5.6 14 ,. 3:1. a.6 7,' 2 3' 1 0.. F"TG PE,0.0--- H.4.7.- 9 . t"' .; . tri _ .M 0. 0.0 r . 1 1.7. TL - •1 1.. 0 F,V 0 .-4 a --le:. 30 -22.3 1 ...104 PL 4.•.00 i PF 1.. 1 44 9.8f •5....6... .15.9• -:22.3 7.5 1 '0 FTG- T PE 0.0 . '.r# .0.0 17',`0 0.i:3 0.4_24 ;`1_. -9.00 Pk.)-•- c75.4 46 47 �W. L.. , G 2.1 . 6 i 2 120.. f.r 7 f PE..-. i 1 r TL. 5 t„1 PV..: 0 e$- Pi.p p -21.6 1.104 PL 4.50 F'1: 1..1 47 9.8 0.0 15.9 0.0 7.2 120 FTG T PE 0.0 48 9.8 0.0 17.0 0-0 0.117 TL 9.50 PV 0.4 r 51 r4 00 9.3 17.2 r''-- 9.8 5.6, 17.6f 5 -23.3 1.452 PL 9.00 PF 0.3 4.5 120 FTG _- FE 0,0 0.035 TL.' 9.00 PV 0.1 Pipe- 34 -46.7 1.452 PL 1.00 PF 1.2 9.8 5x.6 17;.6 23.5 9.1 120 FTG:. T PE 0.0 9 . R 0.0 18.7 0.0 0.128 TL 9.00 PV 0.6 Pi. pe : 75 23.3 1.104 PL 5.i .50 PF 1.4 9.8 -.0 18.7 0.0 7 . 8 120 FTG T PE 0.0 9.8 5.6 17.3 2 �, . 7. 0.17)5 TL 10.50 PV 0.4 Pipe: 36 ,1 1 . 104 FL 7.00 PF 1.3 9.8 5.6 14.5 21.3 7.1 120 FTG 2E PE _ . 0 9.8 5.6 ' 15.7 22.E 0. 114 TL 11.00 PV 0.3 Pipe. 37 -43.5 1.104 PL 1 oc PF 4.9 54 9.8 5.6 15.7 22.2 14.6 120 FTG 2T PE 0.0 55 9,9 0.0 20.6 0.0. 0.427 TL 11.50 PV 1.4 55 56 Lib Pip s till 24.1 1..104 Pty. 8.00 PF 2.1 9.8 0.0 '-'0.6 . 0 8.1 120 FTG ET PE 0.0 9.8 5.6 18.5 24.1 0.14 TL 15 , On PV 0.4 Pipe : -25.,3 . 1. 104 PL 6.00 PF 2.0 .?.. a 5.6 .40.4 25.3 - 8.5 120 F i -i "E T PE tF.tj:. n`f-'.,.4 0.0 i 156 Ti_.. 13.00 PV f .c SPRINKLER SYSTEM HYDRALi#...1:C ANALYSIS 308 TITLE, SNACK BAR/ CUSTOMER SERVICE PIPE DATA (cont'd) l' PE . TAt:. END ELEV. NODES (FT) 60 Pipe• 40 9.8 9.8 Pipe: 41 61 9.8 9.8 62 Pipe: 42 62 9.8 6 9.8 0(GPM)DIA(IN) N0Z. PT DISC.STVEL(FPS) HW(C)' (K) (PSI) (GPM) F.L./FT 5.6 21.9 0.0 22. 3 H26„..2..1. 45.7 L 26. 2 ` . 1 •1.2.0 FTC 0 .,0 0.044•T L. i0.00 Pala ENGTF.i . PRESS. (FT).; SUM. (PSI) 6 PF 0.4 -17.2 1.104 PL 4.00 PF 5.6 9.5 17.2 5.8 120 FTG ET PE 0.0 10.3 0.0 0.077 TL 11.01) Pk) 0„0 3.6 17.5 1.104 PL 10.3 0.0 5.9 120 FTG 5.7 17.5 0.079 TL 0.8 0.0 0.2 2.00 PF 0.6 T PE 0.0 .00 PV 0.2, .r Pipet 43 ; -34.7 1.104 PL 9.8 0.0 10.3 0i0 11.6 120 FTG T 9.8 0.0 13.2 0.0 (..291 TL 10,50 65 64 66 Fi.pys. 44 9.8 0,`i`) .i.6 20 1.104 PL,. - :•0.0 1..o.1-),• .420 FTG_ 20 .' 0104 'F L.. PE 0.0 PV 0.9 .PF 0.1 F'E 0,0:- .1.. .0. t,)s.: j j 0 , -55.0 1.452 PL 13 , 50 9.8 0.0 13.2 0.0 10.7 120 FTG 2E 9.8 5.6 17.0 23.1 0.174 TL 21.50 Pipe: 46 -78.1 1.452 PL. 8.00 66 9.8 5.6 17.0 23.1 15.1 120 FTG T 60 9.8 0.0 22.3 0.0 0 .... �2 TL 16.00 7 e; 47 '.c::t.t 7.6.35 9.8 0.0 1'0.0 0.0 •1 .8 -120, • 9.e 0.0- 10.0 +;r,tr 0.003 PF 3.7 F'E 0.0 PV 0.E PF 5.3 PE. 0.0 PV 1.5 PL.. -5.50 PF FTG ` -_-_ PE TL r .-50 PV 0.0 0.0. 0.0 Pipe: 48 -63.0 2 . 635 PL , :3.00 F'F 0.0 7 9.8 0.0 10.0 c.) 0. 0 3.7 120 FTC - PE 0.0 10 9.8 0.0 10.0 0.0 0,012 TL 3.00 PV 0.1 Pipes 49 --933.8 2.635 F'L. 5.50 F'F 10 9.8 0.0 10.0 0.0 5.5 120 FTG ---- PE i. 2 9.8 0.0 ; 10.2 , 0.0 0.026 TL 5.50 PV 2.635 PL 120 FTG 0.035 TL PF PE PV Pipet 51 -128..3 2.635 PL 4.00 PF 0.2 14 9.8 0.0 10.3 0,0 7.5 120 FTG - PE 0.0` 20 9.8 0.0 10.4 0.0 0.046 TL... 4.00 PV ' 0.4 20 Pipes 52 -176.3 2.635 PL 6.00 PF .S 0,0 10.4 0.0 10.4 120 FTG PE 9.8 0.0 10.9 .).r'r 0.082 TL 6 . 00 PV E3F'R I Nk:L.ER SYSTEM HYDRAUL I G ANALYS ipage 308 TITLE: SNACK DAR/CUSTOMER SERVICE PIPE TATA (cant' d ) 'IPE TAG ; 0(GPM) ;DIA(IN) LENGTH-- END Ei`GG°fH -END ELEV. NOZ. PT DISC. '' VEL(FPS) HW (C) (FT). 'NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe:_53 9.8 26 9.8 PRESS. _ / SUM. Uj^� M .11 (PSI) -194,0 3.260 PL.` 00 F'F. tr, - 0.t 10.9 0.0 7.5 120 rft ----- P'E t:r,0 0.0 11.4 0.0 0.03 5 TL 12 Crtj PV 0.4 fiF i pe 54 -270.2 7.260 PI 3.00 PF26 9.8 0-0 11.4 0.0 8.8 120 FTG PE 0.0 28 9.8 0.0 11 5 0.0 0.048 TL 3.00 PV 0.5 •Pipe: -55 -248.0 0.0 9.5 0,0 3.260 PL 11.00 PF 2.1. 120 i0 FTG '4E PE' 0.0 0.055 TL. 39.00 PV 0.6. P i }:re : 56 -268.0 3.260 PL 5.00 PF 0.3 30 9.8 0.0 13.6 0.0 10.3 120 FTG PE 0.0 .. 9.8 0 . i z i ; , 9 0.0 0 0.06.3 T1... 5.00 PV 0.7 F~ .i p : 57 9 „a..• 0.0 1 ` i)� f .'8 0 .tr 1'.60 F'`(• 12FTG 0.(181. "r 1.20 :E.'.00 PF 1 .2 0.(7. 15.00 PV 0.9 Pipe : 58 -344.3 3.260 PL ' 0.50 PF 0.1.. 39 9.8 0.0 15.2 0,0 13. 120 FTG PE 0.0 41 9.8 0.0 15.2 0.0 0.101 TL 0.' 50 PV 1.2 Pipe: 59 -365.2 3.260 PL 41 9.8 t.7.0 ` 15.2 0.0 14.0 120 FTG 47 9.8 0.0 16,2 0.0 0.112 TL 9.00 PF 1.0 PE 0.0 PV 1.3 Pipe: 60 - :86.93..260 PL b'. t'rc_r •PF a: 9.8 tr,cr_ 16.2. tr.�r 14.9• 120 FTG PF •0„0: "45 9.8 X1.0 •17.0 •0..0 0.125 TL. • Pipe: .61 -409.2. 3.260Pi.. "-45- 9.8 0 . t"r 1 7 . t"_r 0.0.. .15.7 120 FTC's 48 9.8. 17.0 .0.0 0.138 Pipe: 62 -430..7 3.260 PL 48 9.8 0.0; 17.0 0.0 16.6 120 FTG 51 9.8 0.0 18,7 0.0 0.152 TL Pipe: 63 -500.8 3.260 PL 51 9.8 0.0 18.7 0.0 19.2 120 FTG 55 9.8 0.0 20.6 0.0 0.201 TL. 70 Pi pe : 64 9.8 0.020.6 9.8 0.0 . 22.4 -568.3 0.0 2.1.8 0.0 3.260 PL. 120 FTG 0.254 TL. 7.00 PF 1.8. - PE 0.0 7.00 PV 3.2 Pipe: 65 129.5 3.260 PL 0.50 PF 0.0 70 9.8 0.0 22.4 0.0 5.0 1.20 PIG - PE, 0.0. 58 9.8 0.0 ' 22.4 0.0 0.016 11_ 1.50 PV 0.2. SPPI:NKL P SYSTEM , HYDRAULIC ANALYSIS'. -308 `TITLE . SNACK BAR/CUSTOMER SERV I C F`IPE. DATA (cctr>xt`d ) le 83_... PIPE -TA13 8(1GPM) DIA( I.t) END ELEV. . NO7, F' S y` ��.., VEL(FP, 1-441(c) (FT) NODES (}.. T) (F::) < ; (PS,) (C4PM) F,. l».. / F'i' (PSI Pipe': 66 104.::.260 PL_ r ta:7 F'F 0.1: l{ti 3 9.8 art, . t�� 0.0 4.0 120 FTG PE 0.0 60. 9.8 0.0 ' . 0.0 0.01 1 IL .'�: i'Y . t ,U 0.1 Pi pyx? 67 -697.9 4.260 PL 4.00 PF 2.4- 70 9 S .0 . 2f...4 0.0 15.7 120 Fie „ T, PE ` 0-.0 71. 9.8 5.6 24.11 27.9 ` (1.101 T1_ 24 . ) .PV 1.7 Pip 68 -725.8 4. ""b0 PL 3.00 PF 0.. 3 9.8 5.6 24.R 27.9 11,.:?!.:.120 FTC- 0.0 9.8 (.0 '25-."2 0.0 0.109 Ti.. ?:.00 PV 1.8 Pipe s 69 9.8 21.0 13E? t 70 /: :1 ri A t. -� 7.25. £ 4 ..�+ •. PL '" . 8 0.0 1. b .._, ' - 120 0 .. 0 3.6 4.9. 1.8 4.2/fl PL . .& .(Jo " PF 1.1 9 F- "1G 3Er PE 2.7..: _i.09 7I» 1 10#.00 PV Y.. NOTES (1) t;a1ctt)etions were Pe rmed by the HASS 3.:.0 coMputer pro under license no.. 4 C1267C grantedby HRS Systems, Inc 2193 Banc.. hwoad- I r' . , N.E. . Atlanta. 1A 30345 (2 )' The sy! tem hay: hre+ n .balanced to pr-ovi;de an , average i.mbalantce at a ch' node of 0.004 cpm and a maxi trt imbalance at any node of 0.276 gpm. (3) Velocity pressures `are'pri:ntel for i.n4carmati.on on1'y, and re not used in balancing the system. i aximt..~-m water v !lgcify in any p:i pe :i.s Y; 21 .8, .ft/sec. 4 yr. ' F -1141411014) 4v iVitT '.2 u)•y.o+ It i(D SPRINKLER; SYSTEM HYDRAULIC . ANALYSIS TITLE: SNACK BAR/CUSTOMER SERVIC FIRE FITTINGS TABLE Pipe Tahitw N.EArstf ! STANDARD.F'IR Nominal Diameter'' (.in) 1.25 tit„) 1.50 2.00 .-.,j 3.t 0 3150 4.00 5..00 6.00 )t) 8.00 10.01) 1.00 16.00 18.00 6. tat_) 1. t.}t) 10.00 10.00 2.00 0.00 t.. Ci(;. 5.00 . 3.00 6.00 2.00 7.00 6.00 1..00 10.00 10.00 4.00 8.00 2.00 9.00 6.00 1.00 1.0 . figs 10.00 5.00 10.0C) 71 ..00 11.006.00 1.00 10.00 10.00 6.00 12 .00 4.00 14.00 7.00 1.00 1 i ..00 10.00 7.00 15.00 5.00 ' 16.00 10.00 1.00 13,00 0t) 10.00 8.00 17.00 5.00 19.00 11.00 1.00 14-.00 10.00 10.00 . 20,00 6.00 22.00 12.00 2.00 70.00 10.00. 12.00 25.00 8.00 27.00 9.00 2.00 21.00 15.00 1.4.00 7,0.00 9.0 •} 3:2,00 10-00 3.00 29-00 tit"? 14.t t 18.00 "?;5,00 13.00 45.00 12.00 4.00 ,. .00 27,00 22.00 50.00 16.00 55.00 19.00 0.00 40.0C) 29.00 27-00 60 .00 18.00 65.00 21.00 6.00 49.00 35.00 7,5„00 70,00 28 86.00 00 -)0 '_ 5 ,00 :3;.00 85.00':3�,.c.:.) V8.00 "W,00 8.00 70..00 50.00 irj G:t el t. Valve X't ... l... f,l i"{.k;+1" i i. .f vCi-.#".`. • 6',T!:d '1'.. �. �` 4-'alarrn rtiec:i.: valve :D. -dry pipe. valve • SPPR.XNki- P SYSTEM HYDRAULIC ANALY s gage 10. JOS TITLE: SNACK BAR/CUSTOMER SERVICE WATER SUPPLY CURVE 50+ 165+ 150+ *\\0,00,\\\\\\\ \\\\\\\\\\\\\\. \\\\\\\\\\\\\\ 135+ \\\\\\\\\\\\\ 1 7 ei 0 .p= i. @ "L667 tg pm-> flow w Test Prvi n t P120+ R E. r•' ; S103+ R E 90+ f P' S 1 75+ } 60 4- 45+ ===============i===- 30+ LEGEND r Required Water Supply i 7tl ,. 5O psi G. 725.7 g pm 15+ 0 s Available Water Supply 146.15 psi @ 725.7 gpm 4, 4j 44 14 11 C)++--+ + + 2001200 1600 2000 2.00 2200 _ 200 N600 4000 FLOW (GPM) PRECISION ALARM, L.L.C. COPYRIGHT © 2003 11 -Apr -2003 0 0 0 SEE S1-EET FS -1 FOR EM -D PLAN 0 0 0 0 0 0 I11111E11 II 4[7110 RECEIVING 131 COMPACTOR/ BAER 130 SEE FS -1 FOR MAXIM PLAN 1-308 FLAMICYTES THIS SHEET LEGEND VE = • T(, ALL EI.ECiiCAL BACK KW RE- ALL IM1ECTCWI BACK BOX. TYP 95 PACES MOVE SALES FLOCR PERFORM 1007. _ • + TEST CF ALL - ALLED DEYECT. COsIC-CT MIN RTU EX= DETECTOR i - BY ; C3 P ..'ADDRESMIX Lar. AMESSAELE ITOVACE DEVICE - *vim _. AIMVE FEWMLED CY. • CE CERECTC i. EtIMCFE2T • ATES 1-209 P B& •I -r • ATES T DETECTOR ANNE SALES FL SEE MEET F8-1 FOR BB -AD PLAN 1-316 111111111 1 111,2N I 0 0 • • • • • • • • 1-408 1-212 2-108 2-116 2-208 2-216 2-308 2-316 2-408 11 0 • 0 0 • • • • • • • • 1-307 1-315 1-407 1-415 2-107 2-115 2-207 2-215 2-307 2-315 2-407 O 0 O 0 • 0 • • • • • • • • • 1-306 1-314 1-406 1-414 2-106 2-114 2-206 2-214 2-306 2-314 2-406 2-414 0 O O 0 • '�. • • • • • • • 1-305 1-313 1-405 1-413 2-105 2-113 2-205 2-213 2-305 2-313 2-405 2-413 0 0 0 0 0 0 • • 1 • • • • • • • 1-304 1-312 1-404 1-412 2-104 2-112 2-204 2-212 2-304 2-312 2-404 2-412 • 1-303 1-311 0 1-403 1-302 1-310 O 0 • • • • • • • • • 1-411 2-103 0 2111 2,203 2-211 0 2-303 0 2-311 2-403 2- 0 • • • • 0 • • 1-402 1-410 2-102 2-110 2-202 2-210 2-302 2-310 1-401 0 H • 1-207 O 0 • 1-409 2-101 0 - • 1-208 Al 0 • • 2-109 2-201 • 2-209 O 0 Fl • 2-402 0 • 2-402 411 •i • • 2-309 2-401 • 2-301 r If 1 1 SEE FS -1 FOR BILARCED PLAN F E KEY PLAN SCALE: 1/1.6" = 1'-0" N 0 N m3 C.G 13 DESCRIPTION -4 00d7 ?/-g1)13//11 3,9/ 0117s/ a'3df 72 r47V W O Z o 4100 Alderwood Moll Blvd, Suite 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL (425) 697-2116 cc W H Z W U 2 H 0 H w c7 ALTERATIONS CC Q W CC • SCALE: AS NOTED PROJECT NUMBER: 8053 DRAWN DESIGNED BY: BY: JDW JDW • DATE: ,//i//03 2 C SHEET FS -0 c d 0, ALL RIGHTS 11 -Apr -2003 PLOT ,DATE: / r _i SERV STCRAliE 12C WCvE\'S RESTR 115 1-301 RVIC L 0 S3-1 3� 1111111 10 v (C AP FI 2E 1 LL ST CCTRC\I2 _C.< 125 1 Al EIXTUR S RA.IiE 1 2 CCTV X12 CAY vAI\T 1 L R ` JUUULII tui ARMACYI STS 127 D SA ARvACY LIS 128 SYMBOL LEGEND CEILING HEAT DETECTOR, 135dg RATE -OF -RISE Q CEILING SMOKE DETECTOR ELAGNOTES FOR THIS SHEET ////////// v RELOCATE FROM HIGH ACOUSTICAL TILE CEILING TO LOWER CEILING IN LOCATI❑N SHOWN. REMOVE FROM DEMOLISHED FOOD SERVICES CEILING AND RE -INSTALL IN NEW CEILING IN REMODELLED CEILING IN LOCATION SHOWN REMOVE FROM DEMOLISHED RESTROOM AND RE -INSTALL IN NEW CEILING AT L❑CATION SHOWN, RELOCATE FROM DEMOLISHED HIGH CEILING TO NEW LOWERED CEILING IN LOCATION SHOWN. ADD NEW HEAT DETECTOR IN PHARMACY RESTROOM RE -USE ADDRESSABLE INTERFACE MODULE FROM SMOKE DETECTOR IN DEMOLISHED HIGH CEILING, 6 RELOCATE FROM DEMOLISHED ROOMS ALONG SOUTH EXTERIOR WALL OF STOCK AREA. NOT USED ADD NEW HEAT DETECTOR IN CCTV ROOM, RE -USE ADDRESSABLE INTERFACE MODULE FROM SMOKE DETECTOR REMOVED FROM DEMOLISHED ROOMS ALONG SOUTH EXTERIOR WALL OF STOCK AREA, B❑UNDRY OF SCOPE OF WORK FOR THIS PROJECT, PARTIAL FLOOR PLANS SCALE'. 1/8" = '-0" REV. BY: DESCRIPTION W 3 w La o- o 2 4100 Aldorwood Mali Blvd, Salto 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL (425) 697-2116 ALTERATIONS LU >- Cf) w CC LL I. SCALE: AS NOTED PROJECT NUMBER: 8053 DRAWN DESIGNED BY: BY: JDW JDW DATE: 04/03/03 j C SHEET FS -1 jy'Ai tG :G' Yh.!1'I L' IHF<1 cf4Iaif t- N 4 t. \\ \361 7724-AA9Z \\\ 20 LF 18' @S=0.20%--- LE. c17.64WI RAP 1,F 5' 'w1DE FLAT '10M GRASS LINED y.GE SWALE -0.2%-SEE 1L 20'R. C.Y. RIP '}1 u CONSJRUC R.L. TURNAROUND WITH 2" GRAVEL BASE AS SHOWN. 1 2CR. '9 cD r) co 1-1J~ r' . LL:_ •>z(r% 7/5 CONSR' TEMPORARY Cr WID OnMAR'5� PER CITY Rrvissocs FIRE DE it 44. .. d 4 !•3 LF i "ISD_,, I9 ,v POSSIBL ACCESS GF-.ACIN IS NECE L.. FEASI$L e- P.APINE DEF ORE TRUCK DOCK B`C_/ TARGET -SEE 3L.D•:G. PLANS RIM r 23.70 I.E. = 20.70 TION WALL ;NS!T10N CAL STORM C,LEANOIJI_ TED 7' FROM WEST SIDE I;rDG. WI CAST IRON PING )vER FLUSH Wl PAVING E CF C'JRB IS 5' FROM >.l DG. 1?OLFi2 .ONT PEASIE3'L1 SHJWr4 5 LINE Ya!R .•,E>.IST. G 1 1MAY ":EE t ^,`,ST`.7fRL I_LOPE UNL GPADING 1C.`✓ E L.0? PERMISSION PROPER OFFSITE 1 0 $ p N. 1 4UTURE EMERGE_NC'' CicATI0N, FILLING. 8 TWEEN PROPERTIES S•- TTIVARE ACCESS' CONTACT SPIEKER 5 OR AJTHORI ATICN CFFSITE GRADING. <«4« m 0 CO W Lb NINT) = W ;r) co Fi: Grading & Storm Drainage SOUTHCENTER PLAZA lG S = 0.63% S.UAL.i v E.tKLE L OF CURB L'OCAT;ON . FROM PROPERT" ECT ''0MATCHING E'S. CONTRACTOR .10 RELOCATE CURB C OBTAIN 311 FILL SS OFFSITE 5 IALL01ti'ED. R' SHALL OBTA.N FROM ADJACENT OWNE?S TO GRAD_ -; C )N T RACTOR CAN ,\REGRADE P ANTER AREA FOR tie'• POSITIVEIDPAINAGE SLOPE TO PAVING., LTERNATE; MATCH GRADE Q PF GPRTY LNE -- 4`) LE T' P' 'A' CURL & GUT TE STORM CLEANOL'T -/ RIM F 25.00 I.E. = 22.00 STORM CLEANG'UT RIM = 25.00 I.E. = 22.00 -h 1 _n0 Ay ;2' 5005x0.63% EX, '7.6 TYPE 'A' C;.UPE fi i:- TER .. L. 0 0 0 UJ cii0 Z C 0 fiba 1-0 CC Luz c ,w Till, w 03 106 VENT SMOKE #6 ❑ 107 VENT SMOKE #7 HVAC ANNU VENT SMOKE ZONING T-627 ZONE #1 VENT SMOKES (3181) 101 VENT SMOKE #1 102 VENT SMOKE #2 103 VENT SMOKE #3 104 VENT SMOKE #4 105 VENT SMOKE #5 106 VENT SMOKE #6 107 VENT SMOKE #7 108 VENT SMOKE #8 ZONE #2 VENT SMOKES (3181) 201 VENT SMOKE #9 202 VENT SMOKE #10 203 VENT SMOKE #11 204 VENT SMOKE #12 205 VENT SMOKE #13 206 VENT SMOKE #14 207 VENT SMOKE #15 208 VENT SMOKE #16 ZONE #3 SPARE ZONE #4 SPARE ZONE #5 SPARE ZONE #6 SPARE ZONE #7 SPARE ZONE #8 PANEL TAMPER 801 VENT SMOKE PANEL TAMPER (3151) c CIATOR 0000 0000 ❑ a a WIRE #28 4C FIRE WIRE 0 a a a ❑ ©105 VENT SMOKE #5 ❑ ® 104 VENT SMOKE #4 ❑ WIRE #27 0 4C FIRE WIRE ©103 VENT SMOKE #3 102 VENT SMOKE #2 ❑ ❑ WIRE #27 4C FIRE WIRE 108 VENT SMOKE #8 a O ❑ ❑ ® 201 VENT SMOKE #9 ❑ 202 VENT SMOKE #10 ❑ ❑ 101 VENT SMOKE #1 a 000 0000 ANNUNCIATO' a ❑ ❑ 205 VENT SMOKE #13 ❑ 0 ©206 VENT SMOKE #14 ❑ ❑ a ❑ 204 VENT SMOKE #12 ( ) 207 VENT SMOKE #15 WIRE #27 4C FIRE WIRE 0 a a 203 VENT SMOKE #11 n ❑ ®208 VENT SMOKE #16 a WIRE #29 4C FIRE WIRE (CH Fi J DATE: 04/24/90 u. 8 REVISIONS 04/24/90 PLOT DATE N 'o t F- 414 0 0) CONFIGURATION :LLL 0 Z H 0 O z L I O V a+ • U • C A c m m 7 O 7 0 b IS m ` m 0 ti m v 0 g L. E —`O a E r c 0 a,L. S 0 .1% 0 5 a • T T N 3 y 0 5,. Win° >• g 0 • 0`03 O 0 3 O c o m m $ 0 v0 g.i 0 c v ` 0 ❑ 0. ` 0 0v 4. C • L. a E to N 0 p N C *k.' i U FL- m 3 r cl •I forbidden. 0 42' r m E 0 c 0 0 0ON r 0 0 A Division of Electronic Surveillance, Inc_ •FDC DRAFTING AIDES 00. 514565 / 14'-0" LOW WALL W/TOP CAP BY GEN'L CONTRACTOR AT 3'-3" AFF 1" 62" 1" 1'- 11" '-6 1/2" 59" 3'-6" 1'-6" 59" c' 1" TYP. f?' 83" 59" 83" TYPICAL 00 up _ 0 (0 59" 1,-0" 0 59" 1" SPACE TYP. 5-15R 11'-10 15/16" I\ -1===:)-...1 PUMP MT G. PANEL I 1 BELOW TOP I I X11 J1 1 1" 12'-3/4" Z w rn I 0 0 7/8" co r 6'- 0" �- REMOTE FIRE PULL STATION SINGLE THICKNESS ST.ST'L RISER 3'-1 1/8" j 7 1/4" 9/14/8 18/36 DOWNSPOUT -4 1/8" 46 0 18/36 2'-5 7/8" 0 u7 ELECTRICAL PANEL MANAGERS DESK AND CHAIR 7/8" 3'- 2" 15-15R� 03 0 03 N 5-15R MICROPHONE MOUNTED IN BACKSPLASH 5'-0" I 1'-4,. I I L _1 11. 1• S 7- 9 /L-3 1/4",f, - 83" ,1'-8 1/2" THIS SPACE ONLY AREA PROVIDED FOR USE OF WHEELCHAIR • -6 1/2"/ ' / / n f 5-15R BELOW 4 5-15R A\' 5-15R • #* 5-15R 5-15R BELOW \",O\\ TOP \\'\, \\ (2) 12 14/12 ST.ST'L �! RISER /a 11 �'—�» ( O II N 21 �L-N� 5-15R DIP PER WELL 4'-9 13/16" CAN OPENE SLEEVE u.) 0000) ELEC 4'-3" _J 2'-8 1/8" 1✓ 6- 30R 4 3/4" 2'-8 1/8" N M 0 N 7'-1" 0 10 N 1" x 4"J 5-15R BELOW AT REAR 3'- 4" SHIM TRASH UNIT ITEM 1 TO MATCH LOW WALL HEIGHT.(3'-3") 7'- 0" FILLER 7'-2" HIGH (4) SHELVES EACH 24" ON CENTER 24/30 2'-10 15/16" 2" x 4" STUD WALL W/ WIRE SECURITY 0 I N 0 I N SEE SHEET 3 OF _ i0 0 'REMOTE SNACK 3AR LOC ROOM 137 PROVIDE 12" x 46 1/2" P/L Pi r.. .L> 3 _ ; P/L TO BE MOUNTED TO FACE OF ITEM 19 IN FIELD. DATE QUANTITY PRINT ISSUE DATE REVISIONS <UP YOGURT PROGRAM YES NO 4 ,YERPRIS�.. 3924 VON,A VENUEtOk' �41r �Ril! liOk My .ri �IY9'�b{I CHICAGO L.LINOIS 1606591 312,E r 673-6050u ''800) 323=8072' Ch r f ,« .q .�`y nu iul'8:6Ln. i "iwe' ✓�o �,° tfft �. k EQUIPMENT SCHEDULE J Ir DESCRY- p 143/4" FROM WALL TO II FURNISH BY ELEC 4'-3" _J 2'-8 1/8" 1✓ 6- 30R 4 3/4" 2'-8 1/8" N M 0 N 7'-1" 0 10 N 1" x 4"J 5-15R BELOW AT REAR 3'- 4" SHIM TRASH UNIT ITEM 1 TO MATCH LOW WALL HEIGHT.(3'-3") 7'- 0" FILLER 7'-2" HIGH (4) SHELVES EACH 24" ON CENTER 24/30 2'-10 15/16" 2" x 4" STUD WALL W/ WIRE SECURITY 0 I N 0 I N SEE SHEET 3 OF _ i0 0 'REMOTE SNACK 3AR LOC ROOM 137 PROVIDE 12" x 46 1/2" P/L Pi r.. .L> 3 _ ; P/L TO BE MOUNTED TO FACE OF ITEM 19 IN FIELD. DATE QUANTITY PRINT ISSUE DATE REVISIONS <UP YOGURT PROGRAM YES NO 4 ,YERPRIS�.. 3924 VON,A VENUEtOk' �41r �Ril! liOk My .ri �IY9'�b{I CHICAGO L.LINOIS 1606591 312,E r 673-6050u ''800) 323=8072' Ch r f ,« .q .�`y nu iul'8:6Ln. i "iwe' ✓�o �,° tfft �. k EQUIPMENT SCHEDULE ITEM Ir DESCRY- p T ION FURNISH BY N.S.F. LISTING NO. I B.E. OTHER PAGE STD. - 1 1PLASTIC LAMINATE TRASH UNIT • - - 2 '1 PLYMOLD - SEATING PACKAGE • - - 3 1 PLASTIC LAMINATE SERVING COUNTER i • - - 4 ' TRASH UNIT • - - '5 I ELIASON - CAFE DOORS • - - 6 CUSTOM ST. ST'L BOX SYRUP DOLLY • 4 1 7 ,i RUBBERMAID - 3568 TRASH CANS W/3624 SWING TOPS (2 REQ'D) • - - - 8 JET SPRAY - TJ3 JUICE DISPENSER • 432 18 9 SELMIX # D2323D1-5 ICE BIN W/DRINK TOWER & HI -VOL. CARBONATOR W/ 9D CHECK VALVE 0 439 18 10 /i CASH REGISTER - • - - - 11 f BUNN - WX-2 COFFEE WARMER • 270 4 12 '' ' WELLS - RW16 BUN WARMER W/CORD & PLUG • 353 4 13 i, VULCAN HART - VHT-22277 HOT DOG GRILL W/VPOS-2227FC • 348 4 14 SERVER PRODUCTS - CHEESE WARMER • 525 C2 15 AMF WYOTT - NHC NACHOS WARMER • 233 2 16 COOKIE DISPLAY • - - 17 GOLD MEDAL - 2135 POPCORN MAKER W/BASE & CASTERS • 291 4 18 AMF WYOTT - PRETZEL DISPLAY • - - 19 KELVINATOR - KDC-47 ICE CREAM CAB'T. W/CASTERS 0 30 1 20 CONE HOLDER - 6 -CCK 0 - - 21 # FUDGE WARMER 0 • - - 22 1,WISCO - 412-31T PRETZEL OVEN • 355 4 23 '' `N0. NOT USED - - 24 WELLS - H63 HOT PLATE W/CORD SET • 352 4 25 SERVER PRODUCTS FS -20E • 335 4 26 WELLS - F67 FRYER W/CORD SET • 353 4 27 WELLS - G19 GRIDDLE • 353 4 28 SAVORY - ST -1 MINI TOASTER • 333 4 29 ' BUNN - SLF-15 COFFEE BREWER W/ HOT WATER SPIGOT 0 270 4 30 AL -LEN - COFFEE DISPENSER • - - 31 I DELETED 32 ;A, HOBART - 512 TMS SLICER • 408 8 33 . ST. ST'L. VERTICAL FILLER AND S/S TOP CAP • 4 1 34 . DELFIELD - 10'-4", LG. TOP W/SYRUP CAB'T., TRASH ENCLOSURE & SHELVING SECTION • 4 1 35 ", DELFIELD - 4'-2" LG. TOP W/CORNER FILLER & FREEZER • 4 1 36 , , DELFIELD - 3'-4" LG. TOP W/BEV. SECT. • 4 1 37 DELIFIELD - 6'-4" LG. TOP W/SHELF. SECT., TRASH ENCLOSURE, ROLL WARMER & CORNER FILLER • 4 1 38 DELFIELD - 5'-2 1/2" LG. TOP W/4'-0" SHELVING & CORNER r, • 4 1 39 DELFIELD - AIR TECH S/S EXHAUST HOOD W/MAKE-UP AIR • 4 1 40 DELFIELD - GRIDDLE STAND W/REFRIG. BASE • 4 1 41 DELFIELD - 8'-7 1/4" LG. TOP W/SINK SECT., REFRIG. SECT., COMPR. ENCL. & CORNER FILLER 0 4 1 42 DELFIELD - 6'-2 11/16" LG. TOP W/(3) SINKS, UNDERSHELF & CORNER FILLER • 4 1 43 DELFIELD - 6'-2" LG. TOP W/REFRIG. BASE & SINK COMPR. ENCL. • 4 1 44 DELFIELD - 2'-9 15/16" LG. TOP W/CORNER FILLER, SHELV. SECT. & DRAWER 0 4 1 45 j� METRO - STOCK SHELVING W/86" HIGH POSTS W/5 SHELV. EACH - (4)SECTIONS 0 125 2 46 TRAULSEN - DLT -2-32 N UT FREEZER W/CASTERS • 395 7 47 MANITOWOC - GY-0605W ICE CUBER W/C-570 BIN • 418 12 48 EVERPURE - SYSTEM CSR 9330-43 WATER FILTER W/ PRE -FILTER • - 42&53 49 ANSUL - R-102 FIRE PROTECTION SYSTEM • - - 50 SOAP & TOWEL DISPENSER • - - 51 BOX SYRUP & CO2 • - - 52 PLASTIC LAMINATE PANEL • - - 53 RUBBERMAID - 3958 TRASH CANS (3 REQ'D) • - - - 54 y. TRAULSEN - DLT -2-32 N UT FREEZER W/CASTERS NCC TEMP ALARM (REMOTE) • 395 7 METRO - REMOTE STOCK SHELV. 86" HIGH POSTS W/4 SHELV. EACH , • 125 2 , 56 TRAUtSENT= -DHT=1-32 W UT REFRIG. W/CASTERS • 395 7 , 57 'ORDER WHEEL • - - 58 METRO -(3) WALL SHELVES • 125 2 59 TRAULSEN - AHT-1-32D UT REFRIG. W/CASTERS & ST. ST'L. BACK - FUTURE • 395 7 60 TRAULSEN - DLT -1-32 W UT FREEZER W/CASTERS, NCC TEMP. ALARM (RM. 137) - FUTURE • 395 7 61 TRAULSEN - DHT -1-32 W UT REFRIG. W/CASTERS - FUTURE • 395 '7 62 TAYLOR - # 750 COUNTERTOP YOGURT DISPENSER - FUTURE • 371 6 63 TAYLOR # 754 YOGURT DISPENSER - FUTURE • 371 6 64 RANDELL - 9303-48" REFRIGERATED BASE W/TOPPINGS PAN (RIGHT) - FUTURE • 392 7 65 . CASH REGISTER - FUTURE • - - \TAR GET\P— 86LH \88LH EQ— Y nnTr MAR 271990 DESIGN FOR F1/88 SNACK BAR T-627 SOUTH CENTER, WA EQUIPMENT PLAN 5/1-0tx-Per .f,f7X SCALE. 1 /2=1-0' DATE JOB NO. LH DESIGNED DRAWING NO 89212 SHEET NO. DRAWN " STROP.. ' -1 of 4:7'."' / C� NOTE: E.C. TO WIRE IN OUTLET LOCATED IN BASE OF SHELVING UNIT AT REAR (ITEM 34) FOR PAGING SYSTEM AMPLIFER BY OTHERS kk' E.C. TO PROVIDE CONDUIT IN FLOOR, AND UP TO ABOVE CEILING. (AMPLIFIER (2) SPEAKERS, MICROPHONE,WIRE ECT. FOR PAGING SYSTEM (BY OWNER.) 7'-11" LINE OF COUNTER DIE PANEL 4 r TO SPEAKERS E.C. TO PROVIDE 3 1/2" OCTAGON J/B W/SCREW HOLES FOR COVER PLATE LOCATED AT 1 & 7 O'CLOCK. STUB -UP AT 48" A.F.F. & PROVIDE A 1/2" CONDUIT TO 6" ABOVE CEILING. (INSTALLATION OF COVER PLATE, PULL Sc CABLE FOR PULL STATION IS FURNISHED BY FIRE PROTECTION CO.) 0 SEE SHEET 1 OF 5 (ROOM 137 - SNACK BAR LOCKUP) FOR REMOTE STORAGE ROOM LAYOUT. LO ELECTRICAL SCHEDULE 1 , LEGEND 11 - 120V DUPLEX OUTLET - 208V OR 240V SERVICE 1 - 120V JUNCTION BOX - S - SWITCH I - 120/208 SERVICE W/NEUTRAL CONN. NO. EQUIP. ITEM NO. ITEM DESCRIPTION V 0 L T S P A S E LOAD TUB LOORABOOV�E ELECTRICALFINAL CONNECTION ON TO O: STRAP 24 HOUR SERV. AODRT CLOCK CONT. REMARKS ELECTRICAL COMPONENTS FURNISHED LOOSE BY BYCZEK ENTERPRISES (OR BY THE ELECTRICAL CONT'R. AS NOTED.) TO BE MOUNTED & WIRED BY THE ELECTRICAL CONTRACTOR. (E. C.) KW. HP. JUNC. BOX FLUSH OUTLET EQ. MTD JUNC. BOX EQ. MTD OUTLET OUTLET/JB BY E.C. El 34 UTILITY OUTLET 120 1 1.50 (, 5" ( 0 OUTLET FURNISHED . E2 34 UTILITY OUTLET 120 1 1.50 5" 0 OUTLET FURN'SHED - TIE IN PAGING SYSTEM E3 NO. NOT USED E4 35 FREEZER COND. UNIT 120 1 .20 1/3 5" 0 0 CONDENSATE EVAPORATOR FURNISHED E5 8 JET SPRAY 120 1 .50 1/5 5" 0 OUTLET FURNISHED E6 9 BEVERAGE SYSTEM 120 1 .10 1/2 , 5" 0 0 TIE IN CARBONATOR & BEV. SYSTEM & WIRE IN (1) DUPLEX FURNISHED E7 10 CASH REGISTER 120 1 .60 5" 0 OUTLET FURNISHED, PROVIDE CLEAR CIRCUIT E8 11 COFFEE WARMER 120 1 .26 5" 0 OUTLET FURNISHED E9 13 HOT DOG GRILL 120 1 1.10 5" 0 OUTLET FURNISHED E10 14&15 CHEESE WARMER 120 1 1.50 5" 0 OUTLET FURNISHED, PLUG IN NACHOS DISPLAY Ell 16 COOKIE DISPLAY 120 1 1.50 5" 0 OUTLET FURNISHED E12 17 POPCORN MACHINE 120208 1 5.00 12" 0 e. , E.C. TO INSTALL 14-30 RECEPTACLE FURNISHED E13 18 PRETZEL DISPLAY 120 1 .60 5" 0 OUTLET FURNISHED E14 63 • FUTURE YOGURT DISP. 208 3 :2)3 1/2, 54 O O E.C. TO FURNISH (2) NEMA 15-30R OUTLETS, CORDS & PLUGS (E.C. TO INSTALL) E15 29 COFFEE MAKER 120 1 1.36 , 5" 0 OUTLET FURNISHED E16 28 TOASTER 208 1 2.40 5" 0 NEMA - 6-15R OUTLET FURNISHED E17 41 REFRIG. COND. UNIT 120 1 .20 1/2 ` 5" 0 O TIE IN REFRIGERATOR BASE . E1$ 27 GRIDDLE 208 .3 12.0 }, 4„5" O E.C. TO CONNECT FLOOR J/B TO GRILL STAND J/B TO GRIDDLE J/B X=28.8, Y-49.9. Z=28.8 E19 43 REFRIG. COND. UNIT 120 1 .20 1/4 5" O O TIE IN REFRIGERATOR BASE (FOR ITEM NO. 43) E20 40 REFRIG. COND. UNIT 120 1 .20 1/3 5" 0 O TIE IN REFRIGERATED DRAWERS (GRIDDLE STAND) E21 26 FRYER 208 1 9.20 5" 0 NEMA - 6-50R OUTLET, FURNISH CORD & PLUG LOOSE (E.C. TO INSTALL) E22 32 SLICER 120 1 1/4 . 5" O OUTLET FURNISHED E23 25 FOOD WARMER 120 1 1.50 5" 0 NEMA - 5-15R OUTLET, FURNISH CORD & PLUG LOOSE (E.C. TO INSTALL) E24 24 HOT PLATE 208 1 4.20 1 5" O NEMA - 6-30R OUTLET, FURNISH CORD & PLUG LOOSE (E.C. TO INSTALL) E25 64 FUTURE REFRIG. BASE 120 1 1/4 12" O O E.C. TO FURNISH NEMA 5-15R OUTLET & INSTALL E26 22 PRETZEL OVEN 120 1 .1.50 5" O OUTLET FURNISHED E27 38 UTILITY OUTLET 120 1 1.50 r 5" 0 OUTLET FURNISHED E28 21 FUDGE WARMER 120 1 1.50 5" 0 OUTLET FURNISHED E29 62 FUTURE YOGURT DISP. 208 1 3 5" 0 0 E.C. TO FURNISH & INSTALL NEMA 6-30R OUTLET E30 19 ICE CREAM CABINET 120 1 1/3 5" O O OUTLET FURNISHED ON SIDE OF ITEM NO. 36 E31 46 REACH -IN FREEZER 120 1 1.20 3/4 I 90" 0 0 E.C. TO PROVIDE NEMA -L -5-20R RECEPTACLE & L -5-20P TWIST.LOCK PLUG. CORD SUPPLIED. E.C. TO REMOVE EXIST. PLUG & RECONNECT W/TWIST LOCK PLUG. E32 47 ICE MAKER 208 1 1 72" 0 0 E33 54 FREEZER (REMOTE) 120 1 1.20 3/4 , 90" 0 O E.C. TO PROVIDE NEMA -L -5-20R RECEPTACLE k L -5-20P TWIST LOCK PLUG. CORD SUPPLIED. E.C. TO REMOVE EXIST. PLUG k RECONNECT W/TWIST LOCK PLUG. E33A 54 (2) NCC REMOTE TEMP. ALARM 120 1 .20 90" O O E.C. TO PROVIDE NEMA -L5 -15R 'NAST LOCK RECEPTACLE. L5 -15P TWIST LOCK PLUG W/CORD SUPPLIED. E.C. TO REMOVE EXIST. PLUG & RECONNECT W/TWIST LOCK PLUG (2) REQUIRED E34 39 S AUS & (E EA UP A R0UFANEVA:. 48" 0 E.C. TO PROVIDE SWITCH IN WALL - - - - E35 39 EXHAUST HOOD LIGHT SWITCH 120 1 .50 48" O E.C. TO PROVIDE SWITCH IN WALL - E36 12 ROLLWARMER 120 1 .46 5" O E.C. TO CONNECT FURNISHED CORD & PLUG TO ROLL WARMER E37 49 FIRE PROTECTION 120 1 .20 90" O 0 SEE FIRE PROTECTION NOTE BELOW E38 56 REFRIGERATOR 120 1 .56 1/4 90" O 0 E.C. TO PROVIDE NEMA -L5 -15R TWIST LOCK RECEPTACLE. L5 -15P TWIST LOCK PLUG W/CORD SUPPUED. E.C. TO REMOVE EXIST. PLUG & RECONNECT W/TWIST LOCK PLUG E39 MANAGERS DESK OUTLET 120 1 .50 36" O E40 48 WATER FILTER 120 1 .02 97" 0 0 E41 59 FUTURE REFRIGERATOR 120 1 .56 1 4 / 9O" O O E.C. TO PROVIDE NEMA -L5 -15R TWIST LOCK RECEPTACLE. L5 -15P TWIST LOCK PLUG W/CORD SUPPUED. E.C. TO REMOVE EXIST. PLUG & RECONNECT W/TWNST LOCK PLUG E42 FUTURE MGR'S. DESK OUTLET 120 1 .50 36" 0 E43 61 FUTURE REFRIGERATOR 120 1 .56 1 4 / 90" O O E.C. TO PROVIDE NEMA -L5 -15R TWIST LOCK RECEPTACLE. L5 -15P TWIST LOCK PLUG W/CORD SUPPUED. E.C. TO REMOVE EXIST. PLUG & RECONNECT W/TWIST LOCK PLUG E44 60 FUTURE FREEZER 120 1 .89 1 /2 90" 0 0 E.C. TO PROVIDE NEMA -L5 -15R TWIST LOCK RECEPTACLE. L5 -15P TWIST LOCK PLUG W/CORD SUPPUED. E.C. TO REMOVE EXIST. PLUG & RECONNECT W/TWIST LOCK PLUG r) (4 FIRE PROTECTION NOTE GENERAL MECHANICAL NOTES ELECTRICAL CONTRACTOR TO WIRE IN MICRO SWITCH AT PSUL AUTOMAN CONN. E37, (MICRO SWITCH FURNISHED) TO SHUNT TRIP FrOR ELECTRICAL PANEL LP -5A, SYSTEM 15 TO SHUT DOWN SERVICE TO G IDDLE-CONN.- E18, FRYER CONN. E21, FOOD WARMER CONN. E23, HOT PLATE CONN. E24, AND EXHAUST HOOD ITEM 39, WHEN FIRE PROTECTION SYSTEM IS ACTIVATED. NOTE HORIZONTAL ELECTRICAL RUNS FOR CONDUIT OR FLEX. MUST BE A MINIMUM OF 6" A.F.F. TO ALLOW FOR FLOOR CLEANING. ELECTRICAL PANEL LP -5A NOTE FASTENED 1. THIS MECHANICAL PLAN IS PREPARED AS AN ACCOMMODATION AND GUIDE ONLY. TO INDICATE MECHANICAL REQUIREMENTS NECESSARY TO OPERATE THE EQUIPMENT. DEVIATIONS OF MECHANICAL WORK FROM THIS PLAN AND EXECUTIONS OF WORK pS WITHOUT RESPONSIBILITY OF BYCZEK EQUIPMENT COMPANY. 2. DMA ON THIS SHEET TO BE REVIEWED BY OWNER AND/OR ARCHITECT AND BE INCORPO- RATED INTO BUILDING MECHANICAL PLANS IN ACCORDANCE WITH LOCAL CODES AT SITE. 3. OWNER AND/OR ARCHITECT TO SUBMIT THIS PLAN SET TO LOCAL HEALTH DEPARTMENT FOR APPROVAL. 4. EQUIPMENT TO BE FURNISHED PER THIS SET OF PLANS BY BYCZEK EQUIPMENT COMPANY, HAS UNDERWRITERS' LABORATORIES AND NATIONAL SANITATION FOUNDATION SEALS OF APPROVAL. 5. EQUIPMENT CONTRACTOR TO SET EQUIPMENT AT THE SITE IN ACCORDANCE WITH THESE PLANS AND TERMS OF CONTRACT WITH OWNER. 6. ALL PLUMBING, ELECTRICAL AND VENTILATION WORK, INCLUDING "ROUGH -IN" AND "FINAL CONNECTIONS" TO THE EQUIPMENT, IS TO BE PERFORMED BY OTHERS. IT IS NOT A PART OF BYCZEK EQUIPMENT COMPANY CONTRACT. 7. TO EXPEDITE AND INSURE PROPER INSTALLATION, "ALL FINAL CONNECTIONS" ARE TO BE PERFORMED BY OTHERS AT THE SAME TIME THE EQUIPMENT CONTRACTOR IS SETTING THE EQUIPMENT. MAXIMUM HEIGHT TO TOP OF J -BOX 7-1/2" TYPICAL FOR FLOOR MOUNTED BOXES. ELECTRICAL' PANEL LP -,5 did 17'-6 1/8" NOTE ON JUNCTION BOXES STUBBED OUT OF FLOOR. EXIT JUNCTION BOX EITHER ON SIDES OR BACK FOR ELECTRICAL HOOKUP. IF BACK IS USED PROVIDE 90 DEGREE CONNECTOR. .D0 NOT HOOKUP TO TOP OF J/B. CONSULT WITH BYCZEK INSTALLER IF ANY QUESTIONS SHOULD ARISE. J11177) MAR 2 7 1990 J \TARGET\P-86LH\T-630-EL DESIGN FOR DEVON: A VENUE'" , ILLINOISR,60659 G110.,y�oti D50(800)323-8072 CHICAGO QUANTITY PRINT ISSUE REVISIONS FDC DRAFTING AIDES CO 514565 )' 673=6 SCALE 1 /2"=.1' DAIT i I JOB NO. LH DESIGNED DRAWING NO. 89212 SHEET NO. 3 of 4 PLUMBING SCHEDULE LEGEND OUTSIDE WALL IN WALL CONN. NO. CONNECT TO COLD WATER HOT WATER WASTE FLOOR DRAINS STUB UP ABV. FLR. TEE OFF OR RUN TO I, T -9 Q 1' 9" C11 90" A.F.F. rr—_ IMF > > C1 41,42,43 SINK FAUCET 1" 3" RUN LINE ABOVE FLOOR TO ALL FAUCETS DURING EQUPIMENT INSTALL C2 62, 63 FUTURE YOGURT DISP'S. (2)1/2 C3 9 CARBONATOR 1/2" 16" FUTURE YOGURT DISPENSERS 3" DRINK DISPENSER FAUCLTS FURNISHED PIPE FROM C1 TO END OF CHASE. PROVIDE (2) 1/2" HOSE BOBS FOR YOGURT DISPENSERS FILTERED WATER FOR BEVERAGE SYSTEM FROM C9 — (SEE NOTE) C4 37 ICE CUBER C.) NOTE: FOR DUCT SIZES & VENTILATION REQUIREMENTS SEE DRAWINGS • M-5 PLAN, M-10 (TF1,PRV2,SF-1) M-12 (SECTION 6) . COFFEE MAKER C5 47 C6 47 C7 29 C8 48 C9 48 C10 48 C11 48 DIPPER WELL FAUCET 1/2" 3" FAUCET FURNISHED ICE MAKER — CONDENSER ICE CUBER COFFEE MAKER WATER FILTER INLET RUN LINE ABOVE FLOOR TO ALL FAUCETS DURING EQUPIMENT INSTALL 90" PRE—FILTER, FILTER FILTER WATER, CUBER INLET ONLY FROM C11 FILTERED WATER FROM C10 FILTER OUTLET TO COFFEE FILTER OUTLET TO ICE CUBE THRU FILTERS ONLY THRU ICE MAKER FEEDER THRU ICE MAKER FEEDER WOOD ---!•r— — — — 1 GROUND I _1 I BEVERAGE SYSTEM H1 41,42,41 SINK FAUCET 3/4" I, RUN LINE ABOVE FLOOR TO ALL FAUCETS DURING EOUPIMENT INSTALL 41 HAND SINK P1/86 WATER FILTER SCHEMATIC 42 3 COMP'T SINK 8" x 8" FL. SINK FLUSH DO NOT PITCH FLOOR MANIFOLD 3 DRAINS ON 3 COMP'T. SINK 2" DRAIN LINE REQUIRED (X) SPARE NUMBER 5" CONN. R-2 NOTE: REPLACE PLASTIC HOSE ON WATER FILTER W/RIGID DRAIN LINE ., F2 AREA FLOOR DRAIN R1 R2 47 &48 R3 9 R4 37 R5 43 FLUSH MINIMUM PITCH TO DRAIN SPARE NUMBER ICE MAKER BIN SUMP DRAIN & WATER FILTER DRINK DISP. ICE BIN DIPPERWELL RIGID DRAIN LINES REQUIRED REPLACE HOSE ON ICE BIN W/RIGID DRAIN LINE 1 1/2" RIGID DRAIN LINE REQUIRED REFR. BASE #40,41,43, & FUTURE YOGURT DISPENSERS 1/2" & 3/8" DRAIN LINES W/BACKWATER VALVES LOOP VENT FOR W1 GREASE TRAP NOTE NOTE GENERAL MECHANICAL NOTES PLUMBING CONT'R TO VERIFY REQUIREMENTS AND LOCATION OF GREASE TRAP TO TAKE WASTE FROM POT SINK. VERIFY WITH LOCAL CODE. * H2 D TO BE RUN THRU EVERPURE FILTER FOR COFFEE MAKER, SITCO DRINK DISP'R AND ICE CUBER ONLY. 1: CARBONATOR NOTE NOTE PLUMBER TO FURNISH AND INSTALL A WATTS 9D CHECK VALVE (OR EQUAL) ON CARBONATOR WATER SUPPLY HORIZONTAL PLUMBING RUNS MUST BE F STENED A. MINIMUM . OF. 6" A.F.F. TO A LOW FOR FLOOR CLEANING 1. THIS MECHANICAL PLAN IS PREPARED AS AN ACCOMMODATION AND GUIDE ONLY. TO INDICATE MECHANICAL REQUIREMENTS NECESSARY TO OPERATE THE EQUIPMENT. DEVIATIONS OF MECHANICAL WORK FROM THIS PLAN AND EXECUTIONS OF WORK IS WITHOUT RESPONSIBILITY OF BYCZEK EQUIPMENT COMPANY. 2. DMA ON THIS SHEET TO BE REVIEWED BY OWNER AND/OR ARCHITECT AND BE INCORPO— RATED INTO BUILDING MECHANICAL PLANS IN ACCORDANCE WITH LOCAL CODES AT SITE. 3. OWNER AND/OR ARCHITECT TO SUBMIT THIS PLAN SET TO LOCAL HEALTH DEPARTMENT FOR APPROVAL. 4. EQUIPMENT TO BE FURNISHED PER THIS SET OF PLANS BY BYCZEK EQUIPMENT COMPANY, HAS UNDERWRITERS' LABORATORIES AND NATIONAL SANITATION FOUNDATION SEALS OF APPROVAL. 5. EQUIPMENT CONTRACTOR TO SET EQUIPMENT AT THE SITE IN ACCORDANCE WITH THESE PLANS AND TERMS OF CONTRACT WITH OWNER. 6. ALL PLUMBING, ELECTRICAL AND VENTILATION WORK, INCLUDING' "ROUGH—IN" AND "FINAL CONNECTIONS" TO THE EQUIPMENT, IS 70 BE PERFORMED BY OTHERS. IT IS NOT A PART OF BYCZEK EQUIPMENT COMPANY CONTRACT. 7. TO EXPEDITE AND INSURE PROPER INSTALLATION, "ALL FINAL CONNECTIONS" ARE TO BE PERFORMED BY OTHERS AT THE SAME TIME THE EQUIPMENT CONTRACTOR IS SETTING THE EQUIPMENT. DOWNSPOUT SUGGESTED FLUSH W/FLOOR TYPE GREASE TRAP BY PLUMBING CONTRACTOR. E 1 I I I I I I L J AIR GAP REMOV. GRATE LEVEL FIN. FLOOR riN PLUMBERS NOTE 1. WHERE TWO DISSIMILAR METALS ARE JOINED TO MAKE A COLD OR HOT WATER CONNEC— TION. PLUMBING CONTRACTOR TO FURNISH AND INSTALL A DI—ELECTRIC UNION TO PREVENT ELECTROLYSIS. 2. SHUT—OFF' VALVES ON THE INLET SIDE OF THE COLD AND HOT WATER LINES SERVING EACH PIECE OF EQUIPMENT ARE TO BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR. 3. IF WATER PRESSURE AT EQUIPMENT AREA EXCEEDS 50 POUNDS FLOW PRESSURE. OWNER OR HIS CONTRACTOR MUST INSTALL A PRESSURE REDUCING VALVE ON BOTH THE MAIN HOT WATER AND COLD WATER SUPPLY LINES SERVICING AREA. WATER FILTER FURNISHED. PLUMBING CONT'R TO INSTALL. VERIFY LOCATION AND REQUIREMENTS. TYPICAL RECESSED FLOOR DRAIN FLOW PRESSURE TO DISHWASHER (OR ITS AUXILIARY HOT WATER BOOSTER HEATER, IF ONE IS USED) MUST NOT EXCEED 25 POUNDS. 4. OWNER OR HIS CONTRACTOR MUST PROVIDE 140' F. HOT WATER TO THE EQUIPMENT AREA. 5. IF WATER EXCEEDS TEN GRAINS OF HARDNESS, EXCESSIVE LIME, IRON, ALKALINE. ETC. CONDITIONS ARE PRESENT, PROPER WATER CONDITIONING EQUIPMENT MUST BE INSTALLED ON THE MAIN WATER LINES SERVING THIS FOOD SERVICE FACILITY. ALL WATER COND— ITIONING EQUIPMENT SHALL BE FURNISHED, INSTALLED AND MAINTAINED BY OTHERS. IfillTin' MAR 2 7 1990 75;71"-"...1:21_11-7.257'- -- =z/05 \TARGET\P-86LH\88PL QUANTITY PRINT ISSUE REVISIONS PRIS4400,00M0Yr hot ES tic arom ani i �T G �'a'� AVENUEryy ILLINOIS,; 60659 tvot0 800),32378072 J�i,+;��ti ...1 ,... v 'c 417�.E�kltr�'ASY. �' •. oy DESIGN FOR P1/88 SNACK BAR T-627 SOUTH CENTER, WA PLUMBING PLAN SCALE. DAT1E 2"-l'-0" 9 zs.-2 DESIGNED JOB NO. LH DRAWING NO DRAWN STROM 89212 SHEET NO. 4of4. FDC DRAFTING AIDES CO. 514565 L.. .1. If 4 4I 5 1 a� A 4 M A r 1 A , 1 by 1 P..9 Pl. 7 r4 1 ✓, r / 4 e1r IY # ).4 4 y 1 r ts' et 4 4 , M lr Pr 414t M. tlt 4, w - +r xr YIu — ,1• V 4.4 '4 r CPI Y J AW 11 a 1 (y '4 , 41 4 4 FP „,tt r .4> r et $ r t 4 x4 „ 1`a� r 1 �4 w 74 et ot (4.47, 11-77 r e 4 4, a t 49 -04 30 0 44 0 20 ION 44 0 44 0 r 1 1 v n ^4r 1 d •r t 1 rtre . r 1411 44 -0 f 44-0 EXIT 3 44 0 44 0 111 a ,+-J 1 5 r"' 4. .9909. 4 y 0 110 +d r' y E T tar Pt IP y 19+ 1 d' r K root ,A 44194 "Flea 44 0 20 I03'4 EXIT 10 .1. 40 4• CANDY LOCKUP JEWELRY LOCKUP ACK BA CKUP FIXTURE STORAGE 44, ✓ MEN 1 WOMEN ELECTRICAL STOCK 4.`e O rn , IF "4 r h . 4 44 4 ! wJ tig; 1 44 4 -,F rt ! „° /14 STOCK MARKING 4 (,FITTING RM ` • i • P N M ,11 'N a do } r 1 4 7 • Y d S4 f 41 r' a1.14 4 1 1 4 4* F FIr1 e t w " 8 yr 'e 4 • td t 1.•' 4 44° V r+ 1 rlydj11� 1 1 14 44. 4 1 1144 (' e 4d $ 4 77 4 �y 7 e4 �4.. �Y ,4 A do Vh 44 o A 4 I. sr'4x t 4 '. Y r 44,44 ,1 i I' 4 444 *b a h 'd 41 r 44 rrte^ >4 4 n v° 4* p r 41 .1 +'P h W4. 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OF 22 UNITS CAPACITY OF OCCUPANTS L 24 —0 12 1200 444 17 F 44. 4P4ve Pt 41 CC 444,94 4114 rept '1 4 IF, 0 ttt 94 DATE ISSUED t E sx DRAWN BY . i 1 I Y - CHECKED BY Vlti 9 s � RSP/SII COMMISSIOti • '- ;,4 t —' 9090 801 18 -: .. 44.991 499944.9 4004411.1.444 EXIT 5 5. 111 111 14 9111 y IP /7V Ya f/ " - / � L 1ti 1 t 1 4 r e 44 44. 91 41 I 44 11 9.9. tor -99999979,90 r 45 4.9 /14 .44 417 7ft, tteP 44 47 ti rdt Pt - Orr 44 1 th 41 to 5 544 4.4 4.4 441 4 PO Ptr 44 349 P (5 utt 114 ,77 14. 94 44 La PROJECT CODE 359 4 ps 4 444 17 F 44. 4P4ve Pt 41 CC 444,94 4114 rept '1 4 IF, 0 ttt 94 DATE ISSUED t E sx DRAWN BY . i 1 I Y - CHECKED BY Vlti 9 s � RSP/SII COMMISSIOti • '- ;,4 t —' 9090 801 18 -: .. Ptr 44 349 P (5 utt 114 ,77 14. tk I 41 La PROJECT CODE 359 4 ps 4 uti tk I 41 r. rr 4 4 1 ! 1410 .!•../II MINI /I - NEI .. 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ENTER TAKG,E"(� STORE - 28 JUNE 1989 /aa +4447+' mm44,r144,7 .s ,.....7„.444 ." 7...14 p.^m. 1' 71444 ,- 9 4 7404(+ ,.nm -- l 4 4 44 i 44444744' 414 - wn 244 rw -•7„44' 4.44. 7.7447 wmnm-.1 n n - L J r fl n ;_T_� l L ]a,2 � e=i `r,� '3 0/ s7I2.4n?� AL_ Design, Installation & Maintenance Manual ACCEPTED MOD' LS: XWithout Comments [] As Noted In Red [] Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureu. Date* .l /1jai By: y Document No. RANGE GUARD September 1997 Revision - RG -1.25G RG -2.5G RG-4GS RG-4GT RG -6G MANUAL PART NO. 9127100 MANUAL ISSUE DATE: SEPTEMBER 1997 BADGER FIRE PROTECTION ADDRESS 4251 Seminole Trail Route 29 North Charlottesville, VA 22911 CUSTOMER SERVICE PHONE (804) 973-4361 ORDER/TECHNICAL SUPPORT PHONE 1-800-446-3857 FAX (804) 973-1589 ORDER ONLY FAX (800) 248-7809 WORLD WIDE WEB http:/www.badgerfire.com UKWILA FIRE DEPARTMENT Please call: 575-4407 and give this jo No.( j— f;i and exact address for shut= down or restoration approval. egO ISOMETRIC N cp The Wet Chemical Fire Suppression System RANGE GUARD 2-1 Cylinders Cylinders Range Guard systems have available five different cylinder sizes: RG -1.25G [1.25 gallon (4.7L)1, RG - 2.5G [2.5 gallons (9.5L)), RG-4GT [4 gallon tall (15 L)J, RG-4GS [4 gallon short (15L)J and RG -6G [6 gallon (22.7L)J. Each cylinder is pressurized with nitrogen or air to 175 psig (1205 kPa), at 70°F (21°C). Note: It is recommended that cylinders be stored upright. RG-4GT 4 GallonTall (15L) RG -6G 6 Gallon (22.7L) RG-4GS 4 Gallon Short (15L) Figure 2-1. Cylinder Table 2-1. Cylinder Specification RG -2.5G 2.5 Gallon (9.5L) 0 i -V ) c-t-wn 0 1-(6k250 RG -1.25G 1.25 Gallon (4.7L) Cylinder Size Part No. Charged Weight Lbs Diameter Inches Height to Center of Discharge Port Inches Overall Height Inches Overall Height With Mech, Eiec or Tandem Control Head Inches Overall Height With Pressure Op Control Head Inches R13-125 B120001 28.5 7-5/8 14 1538 21 16314 125GaLm(4.7L) (129K0 (19.4an) (35.6an) (39a11) (53.30n) (425an) FG -25G 8120002 53 9 19.5/8 21 26.58 22-36 25Ga4on(9.5L) (24K0s) (Man) (49.Ban) (535an) (67.6an) (613cm) RG-4GS B120003 BO 12 17-5/8 19 24-58 20-3/8 4Galon(15L) (36.3Kcb) (30.5an) (44.8an) (4B3an) (625an) (51.7cm) R3.4GT 6120004 88 9 33.3/4 35.18 40-314 3612 4Gabon(15L) (40K4¢) (23an) (135.7an) (892an) (1035an) (927an) FG6G 6120005 110 10 33.78 35-1/4 40-78 3658 6 Gallon (22.7L) (50 Kgs) (25.4 cm) (86 cm) (89.5 an) (104 cm) (93 cm) U.L.I. Ex 2458 2-1 Manual Part Na. 9127100 (9/97) Badger Fire Protection RANGE GUARD The Wet Chemical Fire Suppression System 2-2 Temperature vs. Pressure 200 (1378 kPa) ( 190 Y(1309 kPa) 180 (1240 kPa) 170 CD (1171 kPa) 160 CA • (1102 kPa) CL 150 (1033 kPa) 0 (-18) 10 (-12) (-7) 20 30 40 50 60 70 80 90 100 110 120 (4) (10) (15.6) (21) (27) (32) (38) (43.3) (49) Temperature °F (°C) CYLINDER GAUGE PRESSURE l+z), ;Oct_ N rtQ to cy . (L.¢sccwo -To-1-1-mi) (AA 'I") Figure 2-2. Cylinder Pressure If the ambient temperature is not 70°F (21 °C), the pressure of the cylinder will vary in accordance with Figure 2-2. For example. if a cylinder was stored in an ambient temperature of 0°F (-18°C), the pressure SPRING 0 -RING RETAINING RING SPRING RETAINER PRESSURE GAUGE VALVE STEM BONDED SEAL VALVE BODY -» U.L.I. Ex 2458 CYLINDER NECK 0 -RING Figure 2-3. Cylinder Valve Assembly (P/N B120009) gauge should read 150 psig (1033 kPa,), which is the lower edge of the green zone on the gauge. Conversely, at 120°F (49°C) ambient, the pressure gage should read 193 psig (1330 kPa,), the upper edge of the green zone on the gauge. (-,,k t%t$ 6(1.4 v.21b Gyuti462 a 4155 7.141 u I 5yNi'14 ` /-FLANGE PLATE 5/16-18 1 /ADAPTER i NUT —� SHIPPING ANTI -RECOIL � /CAP CAP BOLT 1/16-18 X 1.00 LG CYUNDER-AND- VALVE ASSEMBLY Figure 2-4. Discharge Adapter Kit 0In�stall2- -C (P/N,8449081 C-It 2-2 Manual Part No. 9127100 (9/97) Badger Fire Protection The Wet Chemical Fire Suppression System RANGE GUARD 2-3 Brackets C RG -125G, 2.5G, 4GS & 4GT Mounting Bracket Figure 2-5. Mounting Brackets Table 2-2. Mounting Bracket Dimensions Part No. Cylinder Size Dimension A Dimension B Dimension C Distance Between Vertical Holes Distance Between Horizontal Holes 9197430 1.25Gallon 3' 9-3/8' 1-3/8° 3-1/4' 1-5/8 (4.7L) (7.6 cm) (23.8 cm) (3.5 cm) (8 cm) (4.1 cm) 9197263 2.1/2 Gallon 4.5' 17 2-1/2' 3-1/7-4-374' - (9.5L) (11.4 cm) (30.5 cm) (6.4 cm) (8.9 cm --12 cm) 9197414 4 Gallon -L 4.5' 20.5" 2.117 3-1/2 - (15L) (11.4 cm) (52.1 cm) (6.4 cm) (8.9 cm) 9197415 4Gallon-S 4-1/2" 11.1/2 7 3-12" - (15L) (11.4 cm) (29 cm) (5 cm) (8.9 cm) 9196779 6Gallon Figure2-6 Figure2-6 Figure 2-6 - - (227L) U.L.I. Ex 2458 2-3 Manual Part No. 9127100 (9/97) Badger Fire Protection Rota GUARD. 3-22 Cylinder Sizing After finding how many nozzles of each type are required for a system. the sum of all the nozzle flow numbers is used to determine the number and size of the cylinders required, in accordance with the cylinder flow number limits given below. The Wet Chemical Fire Suppression System Table 3-3. Cylinder Flow Number Limits Maximum Flow Numbers of Cylinders Cylinder Flow Number RG -1.25G (4.7 L) 4 Single Cylinder Only (Cannot Manifold) RG-4GT or RG-4GS (15 L)(Long or Short 1 Cylinder 2 Cylinders 3 Cylinders 4 Cylinders RG -6G (22.7 L) "7-7 ..;: -'>- 1 Cylinder 2 Cylinders 12 24 Can Manifold' 36 Up to 4 Cylinders 48 18 Can Manifold'* 36 Up to 2 Cylinders 'Only like cylinders can be manifolded (ie, four RG-4GS, two RG -6G.) The system can be actuated through various controls, in accordance with Table 3-4. To actuate a single cylinder system, use either the Mechanical or Electric Control Head or the A+ Control Box with pressure operated actuator. To actuate two or three cylinders, use either one or two Tandem Control Heads and a Mechanical or Electric Control Head or the A+ Control Box with 1-3 Pressure Operated Actuator(s). To actuate from 1 to 5 cylinders. the .- Control Box with Pressure Operated Actuator(s) must be used. For applications requiring 5-10 cylinders the BMCS-1 nitrogen releasing system is recommended. Larger systems, 10-100 cylinders, the BMCS-7 nitrogen releasing system is the recommended means of cylinder actuation. For complete details of the BMCS-1 and BMCS- 7 systems. refer to each respective manuals, P/N B900002 and P/N B9000003. Ex 2458 Table 3-4. Actuation Controls System Size Mechanical or Electric Control Head Tandem Control Head A+ Control Box BMCS-1 BMCS-7 1 Cylinder / / 2 Cylinders ✓• ✓ ✓••' 3 Cylinders ✓" / ✓••• 4 Cylinders ✓•• / ✓•^ 5 Cylinders ✓•• / ✓'•• 5-10 Cylinders ✓'• /••• 10+ Cylinders ✓•• ✓••• ✓••• ' Requires both a mechanical or electric control need and tandem control head • Requires a mechanical or electric control head and multiple tandem control heads •"BMCS series requires a mechnical or electric control head to actuate. 3.22 Manual Part No. 9127100 (9/97) Badger Fire Protection r. iRange Guard Instruction Manual AD2-4. Actuation Some EXAMPLES of different layouts and actuation methods can be found on pages 3-1 to 3-3 of the manual (P/N 9127100). There are six types of actuation devices that can be used. they are: 1. A + Control Box. • Uses a CO2 cartridge to actuate up to five cylinders pneumatically. Mounted remotely and requires a POA (or pneumatic control head (PCH), p/n 9199429) for each cylinder. Requires remote manual pull station installed in detection line. Field installed microswitches (one or two SPDT switches). Cylinder valve styles can be mixed off the same control. Uses fusible link and thermo bulb detec- tion. 2. Mechanical Control Box (MCB). Mounts to cylinder (may require valve connector), mechanically actuates cylinder valve. Allows for manual actuation without remote pull station. Remote manual pull station installed in detection line. Field installed microswitches (one or two SPDT switches). Requires Tandem Control Box (TCB) to actuate additional cylinders • The TCB mounts on the cylinder valve (may require valve connector). Cylinder valve styles can be mixed off the same control. Uses fusible link and thermo bulb detec- tion. 3. Mechanical Control Head (MCH). Mounts to cylinder (flange style valve only), mechanically actuates cylinder valve. Allows for manual actuation without remote pull station. Remote manual pull station is separate and independent from detection line. Factory installed microswiches (none, one or two SPDT switches). Requires Tandem Control Head (TCH) to actuate additional cylinders. • The TCH mounts on top of the cylinder valve. • No microswitches installed in the TCH. Uses fusible link and thermo bulb detec- tion. 4. Electrical Control Head (ECH). • Mounts to cylinder (flange style valve only), mechanically actuates cylinder valve. Allows for manual actuation without remote pull station. • Remote manual pull station is separate and independent from detection line. • Factory installed microswiches (two SPDT switches). _ Requires Tandem Control Head (TCH) to actuate additional cylinders. • The TCH mounts on top of the cylinder valve. • No microswitches installed in the TCH. Uses electric thermostat detection. 5. BMCS-1 (Badger Multiple Cylinder System -1). Uses a nitrogen cartridge to actuate two to ten cylinders pneumatically. • The BMSC-1 actuator mounts to MCH, TCH or ECH, remotely from the cylinder. • Requires vent check in pneumatic line Requires a POA for each cylinder. 6. Pressure Operated Actuator (POA). Pneumatically actuates cylinder valve. • Mounts to flange style cylinder valves only. • Uses a schrader check valve flare fitting. In addition to manual actuation there are two types of automatic detection: 1. Mechanical detection (metallic fusible link and thermo bulb link) 2. Electrical detection (electric thermostat). Refer to table AD2-6 for additional limitations and parameters. NOTE: Cylinder sizes can be mixed off of the same control(s). U.L.I. Ex 2458 AD2-6 Badger Fire Protection May, 1999 AD2-4 Actuation Some EXAMPLES of different layouts and actuation methods can be found on pages 3-1 to 3-3 of the manual (PIN y 12-100. There are six types of actuation devices that can be used. they are: 1. A + Control Box. • Uses a CO2 cartridge to actuate up to five cylinders pneumatically. • Mounted remotely and requires a POA (or pneumatic control head (PCH), p/n 9199429) for each cylinder. • Requires remote manual pull station installed in detection line. • Field installable microswitches (one or two SPDT switches). • Cylinder valve styles can be mixed off of the same control. • Uses fusible link and thermo bulb detection. 2. Mechanical Control Box (MCB). • Mounts to cylinder (may require valve connector). mechanically actuates cylinder valve. • Allows for manual actuation without remote pull station. • Remote manual pull station installed in detection line. • Field installable microswitches (one or two SPDT switches). • Requires Tandem Control Box (TCB) to actuate additional cylinders • The TCB mounts on the cylinder valve (may require valve connector). • Cylinder valve styles can be mixed off of the same control. • Uses fusible link and thermo bulb detection. 3. Mechanical Control Head (MCH). • Mounts to cylinder (flange style valve only). mechanically actuates cylinder valve. • Allows for manual actuation without remote pull station. • Remote manual pull station is separate and independent from detection line. • Factory installed microswiches (none. one or two SPDT switches). • Requires Tandem Control Head (TCH) to actuate additional cylinders. • The TCH mounts on top of the cylinder valve. • No microswitches installed in the TCH. • Uses fusible link and thermo bulb detection. 4. Electrical Control Head (ECH). • Mounts to cylinder (flange style valve only), mechanically actuates cylinder valve. • Allows for manual actuation without remote pull station. • Remote manual pull station is separate and independent from detection line. • Factory installed microswiches (two SPDT switches). • Requires Tandem Control Head (TCH) to actuate additional cylinders. • The TCH mounts on top of the cylinder valve. • No microswitches installed in the TCH. • Uses electric thermostat detection. 5. BMCS-1 (Badger Multiple Cylinder System —1). • Uses a nitrogen cartridge to actuate two to ten cylinders pneumatically. • The BMSC-1 actuator mounts to MCH. TCH or ECH, remotely from the cylinder. • Requires vent check in pneumatic line • Requires a POA for each cylinder. 6. Pressure Operated Actuator (POA). • Pneumatically actuates cylinder valve. • Mounts to flange style cylinder valves only. • Uses a schrader check valve flare fitting. In addition to manual actuation there are two types of automatic detection: 1. Mechanical detection (metallic fusible link and thermo bulb link) 2. Electrical detection (electric thermostat). Refer to table AD2-6 for additional limitations and parameters. Note: Cylinder sizes can be mixed off of the same control(s). AD2-4 revision.doc 1 07/01/99 RANGE GUARD The Wet Chemical Fire Suppression System 3-2 Dual/Tandem Cylinder Actuation A+ Control Box Actuation Figure. 3-2 and 3-3 illustrates that either an A+ Control Box or Tandem Control Head(s) can be used to actuate multiple cylinders. Note that with the Mechanical Control Head and the A+ Control Box, the gas valve can be shut off through the control head/box or by using a pnuematic release. Gas valve actuation lines are limited to 16 corner pulleys and 50 feet (15.2 m) of cable for the A+ Control Box and 30 corner USE PNEUMATIC RELEASE ONLY TO CLOSE GAS VALVE C A ,k RG -4G (15L) TO DETECTORS AL I V TO y GAS VALVE (METHOD -1) TO GAS VALVE (METHOD -2) . � f pulleys and 100 feet (30.4 m) of cable for the Mechani- cal. Electric or Tandem Control Heads. Multiple gas valve shut down is accomplished with the use of multiple pnuematic releases. V • A+ CONTROL BOX Figure 3-2. Dual Cylinder Actuation using an A+ Control Box Tandem/Mechanical Actuation Figure 3-3 illustrates the use of Tandem and Mechanical Control Heads for multiple cylinder actuation. There is no maximum number of Tandem Control Heads that can be actuated by this method. A maximum total of 30 corner pulleys and 100 feet (30.4 m) of cable can be used. U.L.I. Ex 2458 TO DETECTORS t MECHANICAL CONTROL HEAD TANDEM CONTROL HEAD RG -4G (15L) Figure 3-3. Tandem and Mechanical Control Heads 3-2 Manual Part No. 9127100 (9/97) Badger Fire Protection TO GAS VALVE METHOD -2 TO GAS VALVE METHOD -1 ATO NOZZLES 9 The Wet Chemical Fire Suppression System RANGE GUARD 3-23 Designing for Pipe Size and Type Within the Bounds of Piping Limitations Piping and Fittings Range Guard systems do not require balanced piping to achieve proper distribution of wet chemical to all nozzles. Balanced piping is not necessary because a liquid has no difficulty in turning corners or changing directions. Range Guard nozzles come equipped with permanent predetermined orifices. This means that the liquid will be delivered in the exact quantities necessary to the duct, plenum and appliance hazards as required. All pipe shall be schedule 40 (standard weight) black steel. Pipe may be chrome plated. Galvanized pipe shall not be used. All pipe and fittings must be made tight without pipe dope or thread sealant. Pipe fittings shall be standard weight steel, cast iron, malleable iron or ductile iron. Galvanized fittings shall not be used. Branch line connection and individual nozzle connections may be made by using either the outlet or the run of a tee. Stainless Steel Tubing and Fittings Stainless steel tubing may be used on all Range Guard systems. Fittings may be stainless steel compression or stainless steel flare types. Bending of tubing using mandrels is permissible. Pipe Sizing Pipe sizes are determined by the total number of flow numbers running through a particular piece of pipe. This is the flow demand for that portion of the system. NOTE: It is not permissible to drop pipe diameters below the required value. For example, using 1/2" (1.3 cm) pipe to flow 18 flow numbers is not permissible. However, increasing pipe di- ameter is acceptable (i.e., using 1" (2.5 cm) pipe to flow 18 flow numbers) providing the system complies with internal pipe volume limitations. Table 3-5. Flow Number Range and Pipe Type Flow Number Range Pipe Size Minimum .035 wall Stainless Steel Tubing Size 1-2 1-12 25 - 48 GENERAL RULES 1/2" (1.3 cm) 1" (2.5 cm) 47z- . 5/8" (1.6 cm) 7/8" (22m) `zc 1f"(2.5 cm) • A maximum of 100 equivalent feet (30.5 m) (but not more than 40 (12.2 m) linear feet) of 1/4" (.6 cm) pipe may be used for each branch line. 5ifttk. k(A r) b L Q— • The highest point of the system shall not exceed 12 feet (3.7 m) above the cyl der outlet.. MAy NEEc- '11) .l- S� rR4ua E OjVN40eft.. UPct* b'ul.S AC • The vertical rise of a branch line above the supply line shall not exceed a maximum of 4 feet (1.2 m). • Maximum discharge pipe volume limitations shall not be exceeded. • Maximum equivalent length limitations shall not be exceeded. • Maximum flow points for a given pipe shall not be exceeded. • There are to be no low points or "traps" present in discharge U.L.I. Ex 2458 PIPS S - a J) ?bu 0 E o UT" 1 fl E2 -S piping. IAA-) (. "N -1C Z�. 3-23 Manual Part No. 9127100 (9/97) Badger Fire Protection P IG#YNtlG GI/ARD. The Wet Chemical Fire Suppression System Branch line pipe sizes may decrease in a system as the flow numbers decrease from the cylin- der to the most remote nozzle. • Example 1 RG -6.0G (22.7L) %" (1.9 cm) PIPE In the 4 (15 L) and 6 (22.7 L) gallon systems, the pipe size may drop from 3/4" (1.9 cm) to 1/2" (1.3 cm) where the downstream flow numbers do not exceed 12. TO NOZZLES PROTECTING DUCTS - r ---P 6 FLOW NUMBERS Y" (1.3 cm) PIPE TO NOZZLES PROTECTING PLENUM & APPLIANCES —12 FLOW NUMBERS DROP POINT Figure 3-38. 4 Gallon and 6 Gallon Systems • Example 2 The tee fittings used in the system do not have to be of the type illustrated. They may be standard tees using reducing bushing to connect smaller pipe at the tee. 1- (25 an( - FLOW NUMBER NOT GREATER,. THAN u Y.• (1.3 cm) 71.9 cm (1.3 an) L4• - FLOW NUMBER NOT GREATER THAN 24 NOT- GREOATER NUMBER THAN 12 'A. 11 an) ,. (1.2 an) (13 an) / RG -40 (15L) Typ.4 Figure 3-39. System using Reducing Tees U.L.I. Ex 2458 ■ Example 3 RG -4G (15L) Typ.2 Y. (1.3 cm) - FLOW NUMBER NOT GREATER THAN 12 V.' (1.9 an) - FLOW NUMBER NOT GREATER THAN 24 Figure 3-40. System using 3/4" Reducing Tees 3-24 Manual Part No. 9127100 (9/97) Badger Fire Protection The Wet Chemical Fire Suppression System RANGE GW1RD. In the Range Guard wet chemical system. the pipe size may drop from 1 /2" (1.2 cm) to 3/8" (1.0 cm) at the point where the nozzles beyond that point have a total combined flow number not exceeding eight. Likewise, pipe size may drop from 3/8" (1.0 cm) to 1 /4" (.6 cm) at a point where the nozzles beyond that point have a total combined flow number not exceeding two. NOTE: Reduction of pipe size as illustrated below is not mandatory. ■ Example 1 9 11 FLOW FLOW NUMBERS NUMBERS /." (.6 cm) PIPE � 318" (1.0) PIPE ar-'/. (1.3 cm) PIPE 1 1 2 FLOW NUMBERS & BEYOND MAY DROP FROM 3/8" (1.0 cm) TO 1/: (.6 cm) PIPE 8 10 12 FLOW FLOW FLOW NUMBERS NUMBERS NUMBERS Figure 3-41. System Piping • Example 2 Note: A branch line is limited to 4'-0" (1.2 m) of rise above the supply Iine.The highest point in the system may not exceed 12 foot (3.7 m) of elevation above the cylinder discharge outlet. r rSEE NOTE ABOVE 4'0" (1.2m) MAX. r ♦ ♦ ♦ ♦ Figure 3-42. System Piping 12' (3.7 cm) MAX. U.L.I. Ex 2458 3-25 Manual Part No. 9127100 (9/97) Badger Fire Protection RANGE Gum The Wet Chemical Fire Suppression System In the RG-4GS, RG-4GT (15L) and RG -6G (22.7L) systems, the pipe size may drop from 1" to 3/4" (2.5 to 1.9 cm) where the downstream flow numbers do not exceed 24. • Example 1 1/2 (1.3 cm) 3/4U (1.9 cm) 1" 1" (2.5 cm) (2.5 cm Note: It is not permissible to drop pipe diameters below the required value. For example, using 1/2" (1.3 cm) pipe for 18 flow numbers is not permissable. However, increasing pipe diame- ter is acceptable (Le., using 1" (2.5 cm) pipe for 18 flow numbers) providing the system complies with internal pipe volume limitations. 1" (2.5 cm 1/2" (1.3 cm-IM1/2"--r) 12cm(1.3m� =c(1.3 cm) 1/211 (1.3 cm) RG-4GS OR RG-4GT (15L) Typ. 4 • Example 2 ]/4lI (1.9 cm) TO BRANCH LINE 18 FLOW NUMBERS Figure 3-43. System Piping 3/4U (1.9 cm� cm) PIPE PIPE CAN BEBE REDUCND ED or 3/8" (1.0 cm) TO BRANCH LINE 6 FLOW NUMBERS WHDR-400 15L) 1/4 " (.6 cm) OPEN TOP CHAIN BROILER BRANCH LINES A, B, C, D AND E ARE NORMALLY'/,' (1.3 cm) BUT CAN BE'/." (.6 cm) OR 318" (1.0 cm) U.L.I. Ex 2458 Figure 3-44. System Piping 3-26 Manual Part No. 9127100 (9/97) Badger Fire Protection The Wet Chemical Fire Suppression System RANGE Gtp1RD. 3-24 Discharge Line Volume Limitations t.P 02-e"L -E' `414 RPe - w- -J ;-►-` ,\c C L,Cw AiA IC- ,C quo" PPETo measure discharge line volume, it is necessary to measure all pipe length from the center of one fitting to the center of the next fitting and multiply by the volume -per -foot factor given in Tables 3-6 and 3-7. Discharge Line Volume Limitations There is a discharge line volume limitation in Range Guard systems. Discharge line volume is the total volume of all pipe, tubing, and fittings used in single or multiple cylinder systems. Table 3-6. Piping Discharge Line Volume Size Piping Discharge Line Volume 1.25 cu. in. per linear foot (67.2 cu. curer linear meterL .l 1/2' 3.65 cu. in. per linear foot 1.3cm 196.2 cu. cm. 'er linear meter .CUtXt iiir. r«.Llta� 1' 10.37 cu. in. per linear foot (557.5 cu. cm. per linear meter) (2.5 cm) • Example 2'-0" (.6 cm RG -6G (22.7L) J (1.9 cm) Table 3-7. Tubing Discharge Line Volume Size Tubing Discharge Line Volume 3/8' 0.88 cu. in. per linear foot 47.3 cu. cm. •er linear meter) 7/8' 6.11 cu. in per linear foot 2.2 cm 328.5 cu. cm. er linear meter) 10,-0" (3.0 m) �I - 6" 3/4 (1.9 cm) 4'-0" ►�---- 10'-0" (1.2 m) (3.0 m) x(1.3 cm 4- 4'-0" . (1.2 m) 3'-0"4. 3'-0" ♦(.9 m)♦ 16' of 3/4" pipe X 6.40 cu. in./ft. = 102.4 cu. in. 23-1/2' of 1/2" pipe X 3.65 cu. in./ft. = 85.8 cu. in. 4_ 1'-6" (.5 m) TOTAL OF SHOWN PARTS = 188.2 cu. in. Figure 3-45. Sample System Piping Since this example falls within the limitations given in Table 3-8, this system would be acceptable. Table 3-8. Maximum Allowable Discharge Line Pipe Volume Cylinder Size 1.25 Gallons (4.7 L) 2.5Gallotis 9,5"' 4 Gallons (15 L) 6 Gallons (22:TLF Total Discharge Pipe Volume Max. Per Cylinder 72 cu. in. (1180 cu.cm.)' 139 cu. in. (2278c1c[it )*: x y w 400 cu. in. per cyl. (6555 cu. cm.) 4 ctt .an::per cyl (6555:cu:cm.) Total Discharge Tubing Max. Per Cylinder 51 cu. in. (836 cum. cm.)' 99cu: 1- (1622cu 9.fri f 282 cu. in. (4621 cu. cm.)* 282 cu...tn ... _... .. ) Max. Allowable 3/8" Pipe Vol- per Sys. 72cu. in. (1180cu. cm.) ,) 95 cu <in ,(1557cu -1)177 1 `/Vt' 95 cu. in. (1557 cu. cm.) 4621 .cu cm 95 cu. in. (1557 cu. cm) 'Cannot Manifold NOTE: The maximum allowable 3/8" (1.0 cm) pipe volume is not in addition to the total discharge line volume, but represents a portion of the total volume which may be dedicated to 3/8" (1.0 cm) pipe alone. U.L.I. Ex 2458 3-27 Manual Part No. 9127100 (9/97) Badger Fire Protection RANGE GUARD The Wet Chemical Fire Suppression System 3-25 Equivalent Length Equivalent feet is defined as the actual measured length of discharge line plus the equivalent length for each fitting in the line as obtained from the data given in Table 3-9 or table 3-10. Table 3-9. Pipe Fitting Equivalent Length EquivalentLength Pipe Fittings Inches 1/4 3/8 1/2 3/4 1 Centimeters (.6) (1.0) (1.3) (1.9) (2.5) 90° Elbow 0.9 ft. 1.3 ft. 1.5ft. 2.1 ft. 2.7ft. (.27m) (.40m) (.46m) (.64m) (.82m) 45° Elbow Tee (Outlet) Tee(Run) 2.0ft. 2.7ft. (.61 m) (.82 m) 0.5ft. 4Bft.. 71,) _:;1.124 (. Red. (1/2' to 1/4') 0.3ft. - (1.310.6) (.0902) - Red. (1/2'to3/8')"''03tL (1.3to1.0) Red (3/4" (3/4' to 1/2') - 0.4ft. (1.9to1.3) Red (1'to3/4`) (2.5 to 1.9) 3.5 ft. 4.5 ft. (1.07m) (1.37m) 5.8 ft. (1.77m) Table 3-10. Tubing Fitting Equivalent Length EquivalentLength Tube Fittings Inches 3/8" 518" 7/8" 1° Centimeters (1.0 cm) (1.6 cm) (2.2 cm) (2.5 cm) 90° Elbow 1.5 ft. 2.5 ft. 4.0 ft. 4.5 ft. (.46m) (.76m) (1.22m) (1.37m) 45° Elbow 0.8 ft. 1.3 ft. 2.0 ft. 2.3 ft. (.24m) (.40m) (.61m) (.70m) �5°Fi�d 05t1 05tt' 05ft 05fL 15m) (1502) (15m) (.1502) 1.5ft. 2.5 ft. 4.0ft. 4.5 ft. (.46m) (.76m) (1.2m) (1.37m) Teel n) 0.51t ry 0.5ft.:1.011 . 1.0ft. M (1502) (,15m) (20m) _ (.30m) Tee (Outlet) Equivalent feet is measured from the cylinder (the farthest cylinder in a_manifold) to the most remote nozzle. Equivalent feet is also measured between the two most remote nozzles. Equivalent feet is measured only along that branch with the most equivalent feet. Table 3-11 lists the maximum equivalent lengths for each cylinder size. Table 3-11. Remote Nozzles Cylinder Size Equivalent Ft. From Cylinder to Most Remote Nozzle Equivalent Ft. Between Two Most Remote Nozzles 1.25 Gallon (4.4 L) 2.6 Gallon 4 Gallon (15 L) 132' ft. (40.2 m)' 6 Gaton (22.7 L) , 75 ft. (22.9 m)' *The maximums listed in Table 3-11 apply to as well as single cylinder systems. 39 ft. (11.9 m) 33ft.(10.1m) 95' ft. (29 m)' 80' ft. (24.4 m)' manifold systems Example 1: Figuring Equivalent Length 90° ELL 12" (.3 m) Yz" (1.3 cm) PIPE 90° ELL Equivalent Feet (from Table 3-9) 90° 1/2" Elbow; 1.5 eq. ft. 90° 1/2" Elbow; 1.5 eq. ft. 1.0 ft. of 1 /2" Pipe 4.0 eq. ft. TOTAL Figure 3-46. 1/2" Piping with 90° Elbows J.L.I. Ex 2458 3-28 Manual Part No. 9127100 (9/97) Badger Fire Protection The Wet Chemical Fire Suppression System RANGE cvaRD. 3-25: Continued A tee can be considered one of two ways, depending on orientation. Figure 3-47 shows the different orientations that can occur. The equivalent feet for a reducing tee is determined by the larger size of the tee. Refer to Table 3-9 or 3-10 for equivalent feet. TO THE MOST REMOTE NOZZLE ON EITHER SIDE TO THE MOST REMOTE NOZZLE TO A NOZZLE THAT IS NOT THE MOST REMOTE FROM CYUNDER TO REMOTE • THE MOST NOZZLE FROM CYLINDE TO A NOZZLE NOT THE ♦ THAT IS MOST REMOTE CYLINDER FROM TEE ON THE BULL (OUTLET) TEE ON THE RUN Figure 3-47. Tees Example 2: Figuring Equivalent Length of tees O NETHE ON THE BULL UN VENT PLUG+ CONSIDERED A TEE ON THE BULL (OUTLET) -rte 0,-)tu --r-r Figure 3-48. Manifolded 4 Gallon Cylinders Minimum Pipe Length The minimum pipe length, to prevent splash, required between cylinder and closest cooking appli- ance nozzle used to protect a liquid hazard, such as a deep fat fryer, is given in Table 3-12. For pipe sizes larger than 1 /2" (1.3 cm) use formulas 1 and 2, to find the equivalent length in 1 /2" (1.3 cm) pipe. Table 3-12. Minimum Allowable Pipe bq 1ST ` SJ(1,gACE « 7'4)P' Formula 1: Pipe Size Minimum Allowable Pipe 1/4' & 3/8' 8-1/2 (2.6 m) linearfeet plus (1)90° elbow q•Y E 1 (# equivalent feet (meters) of 1" (2.5 cm) pipe x (0.079) = (# (.6 an & 1.0 cm) (2.6m) of equivalent feet (meters) of 1/2" (1.3 cm) pipe) 1l2' (1.3 cm) , Two ,90°Dbows+7BnearfeetSZ1m} 0� T 3/4' & 1' a Oe quivalentfeetof1/2'(1.3cm)Pipe - sSA4.6-''4'-Formula 2: (1.9 cm & 2.5 cm) (see formulas 1d & 2d and example 11d) (# equivalent feet (meters) of 3/4" (1.9 cm) pipe) x (0.254) = (# of equivalent feet (meters) of 1/2" (1.3 cm) pipe) U.L.I. Ex 2458 3-29 Manual Part No. 9127100 (9/97) Badger Fire Protection RANGE GUARD The Wet Chemical Fire Suppression System 3-25A: Minimum Pipe Limitation 3/4" Pipe (1) 1/2" to 3/4" reducer; (1)(0.4)=0.4FT. of 3/4" Pipe (2) 90° 3/4" elbow; (2)(2.1)=4.2FT. of 3/4" Pipe (1) 3/4' to 1/2" reducing Tee (run); (1)(1.4)=1.4FT. of 3/4" Pipe Linear Feet of 3/4' Pipe: 1.4 Equivalent Feet of 3/4" Pipe; 22.0FT. of 3/4" Pipe (a) (22.0) x (0.254) = 5.5 eq FT of 1/2" Pipe. (from formula 2). 2'-0" (.6 cm RG -6G (22.7) J U.L.I. Ex 2458 3/111 4 (1.9 cm) 4%0" (1.2 m) 1/2" Pipe From (a) (1) 1/2" Tee (Outlet); (1) 1/2" to 3/8" reducer, Linear Feet of 1/2' Pipe: Equivalent Feet of 1/2" Pipe; 5.5FT. of 1/2" Pipe (1)(3.5)=3.5FT. of 1/2" Pipe (1)(0.3)=0.3FT. of 1/2" Pipe 5,5 14.8FT. of 1/2' Pipe Therefore, this example does meet the minimum pipe requirement. 10'-0" ~-(3.Om) 6" c S-"+"—±- 3/11/ 4 (1.9 cm) f-- 101-0" 4_4'-0" (3.0 m) (1.2 m) Equivalent Feet Cylinder to Closest Nozzle Figure 3-49. Pipe Size and Nozzle Distance 1/2" (1.3 cm 3'-0" (.9 m) 3'-0" ♦(.9 m)+ L 1'-6" (.5 m) 3.30 Manual Part No. 9127100 (9/97) Badger Fire Protection UP= GUARD 3-32 Vent Plug The Wet Chemical Fire Suppression System All systems must have a vent plug in the discharge piping. The vent plug should be close to the cylinder to get maximum pressure on system actuation. It must also face up or out. Facing it down will make the vent inoperative. • Example 1 VENT PLUG -\* SUPPLY II Example PIPE U.L.I. Ex 2458 9 SUPPLY it PIPE Figure 3-53.Vent Plug 7- VENT PLUG II [,1 UNION) Figure 3-54.Vent Plug 3-38 Manual Part No. 9127100 (9/97) Badger Fire Protection CONTROL HEAD LIMITS Mechanical Control Box (9199470) tin IOC) in N N Cc 0 0 N a) 0 In Not Specified A Plus Control Head (B120010, 9197200) 'cr , 16 - gas valve only (no Tandem control head available) c C O O N C O Not Specified Electric Control Head (B899175) Z co co Z 100 ft. each line 100 ft. each line N/A — unlimited number of Thermostats Mechanical Control Head (B486607, B899063, B899176) O co O co O CO 100 ft. each line 100 ft. each line 100 ft. each line LC) N Description Limits: Number of corner pulleys - detection Number of corner pulleys - Manual Pull au!! se6 •yoavywapuel - si eiind J8WO3 Jo JegwnN Amount of Cable - Detection line Amount of Cable — Manual Pull line Amount of Cable — Tandem/Mech. gas line Number of Fusible Links ai •C O C co ,c1) co a) -Op L o Q- L •L O c- .1 C C LL a) .Q Z -C :-.C? a) c O — 0 — C O a o a) o - 0 a) E C -000 • 1 --co C6 0_ _0— Q) 'N a) C E -E 2 .c c N - c C CO co — co c CZ cD -C /0�/'� 0T c on L V -� a) Q 0 0 _ Or a) LL Q U ioaa))�Z O a) a) 45 E r O T C a) -O o O m a) 0 0 co cn C o 0S a) '•= n. O O (,— L E O O a) O m oo E0 c2 c a) m c C o a) O U o C Z W .� • Range Guard Instruction Manual Table AD2-5. Compatibility Table of All Controls, Links and Link Housing Kits Description Mechanical ControlA Head (MCH)(B486607, B899063,13899176) Tandem Control Head (TCH)(84899082) Electric Control Head (ECH) (8899175) Plus Control Head (A+) (8120010,.. 9197200) Mechanical Control Box (MCB) (9199470) Tandem Control Box (TCB) (9197171) BMCS-1 ) (consists o 6100004, 8100010. 8100011) Limits: Maximum Allowed number of control heads 1 ' Unlimited ' 1 i 1 1 2 ' NA ' Maximum Cylinders or Actuators Allowed 16 1 2 Unlimited 2 12 5 " 1 " 2 ' " 10' Cylinder Valve Assembly Style 16 Flanged 'Flanged Flanged Flanged Threaded 1° Flanged 16 Threaded Flanged " Threaded NA Number of comer pulleys - Detection ' 30 NA' NA 40 50 NA' NA Number of comer pulleys — Mechanical Manual Pull 3010 NA 3 30 ` 40 ° 50 ° NA' NA 5 Number of corner pulleys - Tandem/Mech. gas line 30 2.10 30 °. 10 30 9." 16' 15 "25 15 "/25 NA 5 Amours of Cable — ft (m) Detection line 100 (30) NA' N/A 200 (60) 200 (60) NA' NA 5 Amount of Cable — ft (m) Manual Pull line 100 (30) ° 100 (30) ° 100 (30) ° 200 (60) ° 200 (60) ° NA' NA' Amount of Cable — ft (m) Tandem/Mech. gas line 100 (30), 100 (30) ° 100 (30) ° 50 (15)' 25 (7.5)"/50 (15) 25 (7.5)"/50 (15) NA 5 Number of Fusible Links 25 25 NA " Unlimited Unlimited Unlimited NA 5 Type of links allowed (all temperatures available) BTBS, BTBR, B -ML, RG -360 NA , Thermostat (D.A.F) BTBS, BTBR, RG -360 BTBS, BTBR, RG -360 NA' NA 5 Type of link housing bracket kit P/N 9197024, 6120064 8804548 NA NA 9197024, B120064 9197024, 6120064 NA , NA 5 Amount of Y." O.D. copper tubing — ft (m) NA NA NA 23 (60) " NA NA 150 (45) " Number of SPOT Microswitches — (P/N) 1 154B899063) 2 1 46899176) NA 2 75-(8899175) 1 — (9197227) 2 — (9197228) 1 — (9197100) 2 — (9196949) 1 — (9197100) 2 — (9196949) NA 5 1 For multiple cylinder actuation the MCB must use a TCB for each additional cylinder. A maximum of two TCBs can be used with each MCB, for a total of three cylinders. 2 For multiple cylinder actuation the MCH and ECH (not mounted on BMCS-1) must be used with a TCH for each additional cylinder. The number of TCHs is only limited by the maximum allowable cable. 3 Dependent on primary control head. 4 Electric remote manual pull(s) can be used If suppression panel is employed. Power back-up and supervi- sion required. 5 Dependent on the type of control head mounted on BMCS-1 actuator. 6 Remote pull station installed in detection line. 7 Multiple MCH/ECHs can be used when using multiple BMCS-ls. (refer to BMCS-1 manual, P/N B900002). 8 Gas valve only. No tandems allowable. 9 Total number allowed from primary control head to last device on each line. 10 Tee pulley used to operate two gas valve or pull stations counts for two (2) corner pulleys. 11 Amount allowed between control heads. 12 Number of thermostats limited only by rrststive rating of control panel. 13 A Maximum of 20 feet (8m) of tubing allowed between the fist and last cylinder. 14 A Maximum of 100 feet (30m) of tubing allowed between the fist and last cylinder. A Maximum of 50 feet (15m) of tubing is allowed between the control head and first cylinder 15 Factory installed and can not be field replaced. 16 Cylinder sizes can be mixed off of the same controlls). Manifold systems must be the same size cylinder. 17 Cylinder valve styles can be mixed on same control head 18 To mount to flange style valve, valve connector (P/N B120062) must be used with each cylinder. 19 The POA (P/N B1200012) is required with the flange style and the PCH (P/N 9199429) must be used with the threaded valve style. 1f the POA and PCH are used off of the same A Plus Control Head then the Schrader Check Valve (P/N 263303) must be installed in the PCH. Note, Badger recommends that the Schrader Check Valve be installed in all PCHs. U.L.I. Ex 2458 AD2-7 Badger Fire Protection May, 1999 The Wet Chemical Fire Suppression System RANGE GUARD 2-5 Mechanical Control Head P/N's B486607, B899063, and B899176 The mechanical control head is used on systems equipped with fusible link detectors. When a fusible link detector operates, the release of tension in the fusible link cable allows the control head to actuate. A spring-loaded plunger depresses the check stem in the cylinder valve, discharging the contents of the cylinder. The control head also releases tension in a cable to an optional tandem control head or gas shut-off valve, causing operation of these devices. The control head is equipped with a local manual release handle integral with the control head cover plate. To manually operate TO REMOTE MANUAL PULL ONLY TO FUSIBLE LINKS ONLY the system locally, pull the ring pin out and rotate the handle clockwise. A mechanical. remote manual release may also be used with the mechanical control head. P/N B486607 does not have a microswitch. P / N B899063 is equipped with one Form "C" microswitch. P/N B899176 is equipped with two Form "C" microswitches. The microswitch contacts in both control heads transfer when the control head operates. MANUAL RELEASE LEVER BACK PLATE BACK PLATE OPENING ACTUATOR LEVER ALTERNATE (LOW PROFILE) TO FUSIBLE LINKS ONLY TO TANDEM CONTROL HEAD OR FUEL SHUTOFF VALVE ONLY ACTUATING CAM (SHOWN IN SET POSITION) Figure 2-7. Mechanical Control Head, P/N B486607 (no microswitch) (Shown with cover removed) U.L.I. Ex 2458 2-5 Manual Part No. 9127100 (9/97) Badger Fire Protection AD2-6. Mechanical Control Box (MCB) The Mechanical Control Box (Figure AD2-7), which is mounted on top of the Cylinder Valve, is used to directly discharge a single Range Guard Cylinder regardless of cylinder size. The Mechani- cal Control Box can be used with up to two Tan- dem Boxes for multiple cylinder operation. It can also be used to operate a mechanical gas valve and is designed to accommodate either a one — SPDT switch kit, or a two — SPDT switch kit. The Mechanical Control Box actuates the Cylinder Valve by means of a spring operated lever that forces a movable pin into the Cylinder valve. This opens the valve allowing the agent to dis- charge into the system piping. The tension holding the lever in place is released when (1) a fusible link operates, (2) the pull pin is removed from either the Mechanical Control Box or a Remote Manual Control. A Reset Tool and Keeper Pin (Figure AD2-8) are required to set the Mechanical Control Box. The Reset Tool is designed to set the Control Head Lever to its proper position with a minimum of LEAD SEAL 8 WIRE LOAD REDUCING LEVER SPRING N Range Guard Instruction Manual effort. The Keeper Pin is inserted in the Control Head so that the cable tension can be applied to the detection line while the Control Head Lever is locked in place. NOTE: THE MECHANICAL CONTROL BOX HAS BEEN DESIGNED SO THAT THE DOOR CAN- NOT BE CLOSED WITH THE KEEPER PIN IN- STALLED. THIS IS TO INSURE THAT THE INSTALLER DOES NOT LEAVE THE JOB SITE WITHOUT REMOVING THE KEEPER PIN FROM THE CONTROL HEAD. CAUTION: THE SYSTEM IS INOPERATIVE WITH THE KEEPER PIN INSTALLED IN THE MECHANICAL CONTROL HEAD. Assembly of the Mechanical Control Box Parts are shipped loose and require assembly. Detailed assembly instructions are provided with each mechanical control box. KEEPER PIN (SHOWN REMOVED) SWIVEL NUT VALVE CONNECTOR FLAT WASHER LABELS EYEBOLT (LEFT_HAND) LOCKNUT (LEFT_HAND) . - PIVOT BOLT TURNBUCKLE BODY LOCKNUT (RIGHT-HAND) CABLE CABLE END FITTING ASS'Y PULL PIN SIDE VIEW DETAIL C SPACER -SWIVEL NUT Figure AD2-7. Mechanical Control Box Assembly 9199470 with Valve Connector, B120062 JAW SLOTS (2 -IN-LINE) U L.I. Ex 2458 U) HOLD THE RESET LEVER IN THE RIGHT HAND APPROX. AS SHOWN RESET LEVER WITH T -HANDLE P/N 9197009 6.00 REF KEEPER PIN P/N 9197108 Figure AD2-8. Reset Lever and Keeper Pin AD2-9 Badger Fire Protection May. 1999 RANGE GUARD The Wet Chemical Fire Suppression System 3-4 Designing for Appliance Protection Designing for Appliance Protection To determine the number and size of cylinders required for each system, the term "flow number" is used. A flow number is assigned to each type of nozzle used in the Range Guard system and is a relative indicator of the discharge rate of each nozzle. ADP (appliance/duct/plenum) nozzles have a flow number of one. The ADP nozzle is used to protect a variety of cooking appliances. These appliances are solid fuel charbroilers, upright broilers, low proximity Split Vat Deep Fat Fryers, griddles and chain broilers. Additionally, the ADP nozzle is used to protect the duct and plenum areas of the hood. F (fryer) or Plenum nozzles have a flow number of two and are used to protect deep fat fryers, split vat fryers, donut fryers, lava rock broilers and can also be used for specific plenum applications (See Figure 3- 16). The "R" (Range) nozzle has a flow number of one and is used to protect a 1 to 4 burner range. The GRW (Gas Radiant/Wok) nozzle has a flow number of one and is used to protect a radiant charbroiler or a wok. After completing your design for locating nozzles over the cooking appliances to be protected, deter- mine the total of the flow numbers required, including those for the plenum and exhaust duct(s). This will render the required cylinder size for the total number of flow points. NOTE: Protection of combination appliances requires a separate nozzle for each appliance. NOZZLE HEIGHT MEASURED FROM T P OF APPLIAN Appliance Length Hazard Area ♦ Length Drip Board Appliance Width Hazard Area 4— Width —)" Side View Front Section View SINGLE VAT DEEP FAT FRYER U.L.I. Ex 2458 Nozzle Height Measurement of the nozzle heights are to be from the tip of the nozzle to the top of the appliance, unless otherwise noted. When using the conical shape style nozzle placement the nozzle height is measured from the nozzle tip to the aiming point. When using perim- eter style nozzle location the nozzle height is the vertical measurement from the nozzle tip straight down to the appliance surface. EXCEPTION: Woks are measured to the inside bottom of the wok. Nozzle Aim Correct aiming of the appliance nozzles is extremely important to the performance of the system. Care should be taken to insure accurate aiming and that the conical spray from the nozzle is not obstructed. Aiming must comply with the parameters outlined in the design section of this manual. Hazard Area The hazard area is the actual size of the portion of the appliance which can be used for cooking. The physical width of an appliance does not represent the width of the hazard area. The thickness to the appli- ance wall must be deducted to arrive at the hazard area width. Appliance Area The appliance area is the size of the appliance that includes the cooking area (fry pot or vat) and the integral drip board area. Nozzle Height Measured from Top of Cooking Surface Appliance Width/Length 1Hazard Area Width/Length GAS RANGE Nozzle Height Measured from Top of Cooking Surface Appliance t—Width/Length Hazard Area Width/Length A CHARBROILER Figure 3-6. Examples of Hazard Areas forTypical Appliances. 3-4 Manual Part No. 9127100 (9/97) Badger Fire Protection RANGE GUARD The Wet Chemical Fire Suppression System 2-10 Nozzles Nozzles There are essentially five types of nozzles in the Range Guard system with offerings in a one-piece and two-piece body configuration. AnAppliance / Duct / Plenum Nozzle or ADP nozzle; a Fryer Nozzle or F Nozzle; a Mesquite Nozzle or DM nozzle: a Range Nozzle or R nozzle: a Gas Radiant / Wok Nozzle or GRW nozzle. Each nozzle is provided with a special foil seal over the discharge orifice to prevent grease from depositing in the orifice and plugging the nozzle. Each one-piece nozzle has a 3/8" (1.0 cm) NPT female connection while each two-piece nozzle has a 3/8" (1.0 cm) NPT male connection. All nozzles are equipped with a stainless steel internal strainer and incorporate chrome plated brass bodies. Each nozzle is identified by the nozzle type stamped on the body. Each nozzle has a flow number which is a measure of its discharge or flow rate. The nozzle types, code number and flow numbers are given in Table 2-3. Note: it is permissible to interchange the two nozzle designs. The swivel adapter, P/N B120021 maybe used in conjunction with any one-piece nozzle. The ADP -S swivel nozzle may be used interchangeably only with the two-piece ADP nozzle. FOIL DISK DISK CAP NOZZLE DESIGNATION STRAINER 3/8" NPT Figure 2-12. Section View for One -Pie Nozzle (.W MEX.) (2.2 an) u n (1.00 MEX.) (2.5 cm) wit 'AWL! Ns nat AAU Figure 2-12a. Section View for Two -Piece Nozzle U.L.I. Ex 2458 Table 2-3. Nozzle Flow Points Nozzle Type One -Piece Nozzle, Code No. Two -Piece Nozzle, Code No. Flow No. ADP Nozzle B120011 96981 1 GRW Nozzle B120013 96506 1 R Nozzle B120014 96508 1 F Nozzie (or 2 -piece Plenum) Nozzle B120012 96982 2 DM Nozzle B120015 96980 3 ADP -S Nozzle WA 96979 1 Note: The "F" Nozzle in the one-piece configuration is identified as a "Plenum" nozzle in the two- piece nonfiguration. 2.060 .375 NPT .375 NPT INTERNAL THREAD) \.875 HEX 1.000 HEX Figure 2-13. One -Piece Nozzle Swivel Adapter Figure 2-13a. Section View of a ADP -S Swivel Nozzle 2-10 Manual Part No. 9127100 (9/97) Badger Fire Protection a ,A ADP (Appliance, Duct, Plenum) Q .� ca _ -= O (r) N = o ,p c/) 0 c!) N9 cn a cn Cr) CT) CTS CA S CT) = = = = = - = N M Cr 0 N,, 0 N tn ii) E E E E E E z z z z zz o 0 0 0 0 o U- N c- e- M N e- 1 1 1 1 1 1 F (Fryer or Plenum) GRW (Gas Radiant, Wok) LPF (Low Proximity Fryer) LPR (Low Proximity Range) Protection CD L w 01)m N a) O 0) Z a) NE' A O 7411. CO ca O CL 0 v 7.3 CD 0 o 73 -0 O • 0 U CD %) :1.3 CD C c o CD ) 0 a) • aO • a) _D ,_ .0 a. ad n .-'-'..., U O U •15 o ,p_ _OO Q a) = N j N Cts N N N N - O 5 O O c O Z - Z o5 Z CZ • Lowers vertica Badger Fire Protection Hazard 0 AD -10 Nozzle Summary Table AD -1. Nozzle Summary Wet Chemical Instruction Manual Hazard Perimeter Max. Diameter Max. Length Nozzle / Flow No. Duct 50" (165.1 cm) 15.91" (39 cm) '4114-cilky :41 Unlimited. 1 ADP/1 DPP2.=. Hazard Length Max. Width Max. Filters Nozzle Flow No. Plenum 10' (3.0 m) 4'(1.2 m) "V" Bank or Single ADP / 1 Hazard Size Incheslcm Nozzle Height Inches/cm Notes Inches/cm Nozzle! ;Flow .; Four-Bumer Range 28X28(71 x71) 20 to 42 (52 to107) within 9 (23) rad. of mid point. R / 1 F1aiCooking uS azv "423(30:1147x16) 13to4f.rit 1oi224 .T`APitset ♦imADPy Single Vat Deep Fat Fryer (Drip Boards 110612.51018j) 18 X 18 (46 x 46) 27 1o45 (69(0114) 45° to 90° F2 Single Val Deep Fat Fryer:`(D Baan' s < �'-. [? 24x24 (61i fit),27$ (0)to'46'' 1:,27 . 7' w Split Vat Deep Fat Fryer 14x15(36x38) 27(69)to45(117) 45010900 F2 Split Vat Deep Fat FrowPruwrr yy; t 14x,15`(36 38)L,„ y ' 16'F i Woks. ...._..._ .ye��L 14 to 28 (36 to 71) Dia. 3 to 8 (B to 20) Deep Upright Broilers (Salamanders) 3025x34 (77X-8— Closed Top Chain Broilers 28 X 29 (71 x 74) Open Top Chain Broilers - 28 X 29 (71 x 74) ,�..: Pumice Rock (Lava, Ceramic) Charbroiler 22 X 23 (56 x 58) Natural/Mesgtite Charcoal Charbroier • 24X24 (61x61 35 to 56 (89 to 142) See 3.12 See 3-'12a .._.. 24(61)to48(122) 24(61)1o48 within 2 (5) of mid point. GRW / 1 ° x 4(10) of brulercxainp ,s.ADP/1 See 3-12 ADF / 1 -'See 3112, 2 Noales ADP / 1 ea: 45° to 90°; 2 Layers of rock F2 Electric Charbroiler (Open Grid) Gas Radiant Charbrolleriii Mesquite Charbroiler (Chips, Wood, Logs) NaturaUMesquile Charcoal Charbro�er Tilt Skillet and Braising Pan 24 X 21 (61 x 53) 24 X21 (61 x 53) 30 X 24 (76 x 61) 30 X 24 (76 x 61) f 24 x 24 (61 x 61) 24 (61) to 48 (122) 24(61)1o48(122p�,�;m r 24 (61) to48 (122) 45° to 90° GRW / 1 .40 .9 • 45° to 900; 10 (25) Fuel depth 24 (61)1°48 (122) (25)FueldepttiDM / 3' 27.5 in (70 cm) to 46 in (117 cm) within perimeter GRW,(1 _ DM/3 F/2 U.L.I. Ex 2458 Nozzle Identification Nozzle Part 140. Flow No. ADP (Appliance -Duct -Plenum) B120011 1 FLFry GRW (Gas Radiant -Wok B120013 1 R A x+H r r 8120014 '•` t DM (Mesquite) B120015 3 AD1-13 Decemoer, 19_ ,Wet Chemical Instruction Manual AD -4 Designing for Duct Protection Duct Protection The ADP nozzle, P/N B120011, is used for protec- tion of the exhaust ductwork. The duct cross section can be any shape (i.e., round, square, or rectangular) and the duct itself can be of unlimited length. In accordance with NFPA 96, the exhaust fan should be left running at the time of system discharge. A damper, if present. should be left open at system discharge. However, if the damper is closed, the system designer must insure that the duct nozzle discharge is not impeded by the closed damper. A N6z2E R BE D6\ E U-� t tt-:_ ()OCT, &il t -r- is �P IS tN 7-10•4- 11.78 -1t 11.78 inches maximum diagonal Q DUCT ENTRANCE Protection of Ducts 0 to 50 inches perimeter One ADP nozzle, P/N B120011. is required for protection of a duct with a perimeter up to 50 inches. (See Figure AD -4). Length of duct is unlimited. The nozzle is located at the geometric center of the cross-sectional area that it is protecting. and is located in the duct within six inches of the entrance. Note: All Range Guard systems are listed by UL tor use with the exhaust tan either on or off when O$S� thelystem is discharged. et-) The3 fid( DUCT HOOD DUCT PERIMETER UP TO AND INCLUDING 50 INCHES 12.50 IN. MAX. SQUARE DUCT ROUND DUCT 'A' RECTANGULAR DUCT 2'A'+2"IV =50IN 11.78 inches maximum diagonal ADP NOZZLE 0'-b'"(152 mm) VERTICAL/HORIZONTAL DUCT 3 2 to 4 inches Nozzle tip to duct hip Q OF VERTICAL DUCT Figure AD -4 Duct Protection Using Single ADP Nozzle, P/N B120011 U.L.I. Ex 2458 AD1-6 AIM POINT OF HORIZONTAL DUCT ADP NOZZLE December, 1997 AD -5 Designing for Larger Duct Protection Ducts 50 to 100 inches in perimeter: Two ADP nozzles, P/N B120011, pointing in the same direction are required for protection of ducts with perimeters greater than 50 inches and less than or equal to 100 inches. Ducts can be of unlimited length (See Figure AD -5). For other option of ducts up to 75 perimeter inches (See Figure AD -7 on page AD 1-9. - X Y4 X t/2 Wet Chemical Instruction Manual DO 4H Note: All Range Guard systems are listed by UL tor use with the exhaust fan either on or oft when . the system is discharged. DUCT DUCT X Y4 X 'i2 x Y4d 142 Maximum Diagonal: 11.78 inches Maximum Diagonal: TYP. (2) ADP NOZZLES, 11.78 inches 13120011 SQUARE RECTANGULAR DUCT ENTRANCE OF VERTICAL DUCT q. OF HORIZONTAL DUCT ROUND Ql JIBE �� L. - Maximum Diameter: 31.83 inches NOZZLES TO BE ALONG ONE CENTERLINE AT THE Is POINTS. NOZZLES TO BE 0' TO 6' UP FROM ENTRANCE OF VERTICAL DUCT ADP NOZZLE 2 to 4 inches nozzle tip to duct hip U.L.I. Ex 2458 ADP NOZZLE 4 1 AIM POINT 1, VERTICAL/HORIZONTAL DUCT Figure AD -5. Duct Protection Using Two ADP Nozzles, PM 8120011 AD1-7 December, 1997 ' Wet Chemical Instruction Manual AD -6 Designing for Large Ducts Large Ducts (Perimeters Greater Than 100 Inches) For ducts larger than 100 in. (254 cm) perimeter, the total perimeter of the duct must be divided by 50. If the answer contains a decimal (or fraction), it must be rounded -up to the nearest whole number. That will provide the number of nozzles necessary for proper protection of the duct. The diagonal dimension (nozzle to corner of duct) of each module must not exceed 11.78 inches (29.7 cm). If this diagonal dimension is exceeded, additional module divisions must be added until the diagonal dimension is not exceeded. A nozzle must then be centered in each "module". 7400 You have a duct with a perimeter of. 156 inches. A' +. width and. ,Bis Take the perimeter: 156 and divide itby the maximum allowable perimeter of a single nozzle: 50: 156 3.12 50 . . educt=is.18Lx Round the 3.12 up to the next highest integer: 4. Four nozzles are required to protect this duct. 182 +152,p 324+225=` The square root of 549 is 23.43 inches (23.432=549); therefore the diagonal of each a moduleis 23.43 inches. One- half of 23.43 is 11.71, which is the measurement from the nozzle to the corner of the duct: Our maximum allow- able diagonal is 11.78 inches, as stated above. 22)v50 fitakA - c.op ctIO LT" T esu P- -- O -4400 Jam. — f ital-C- U.L.I. Ex 2458 Nozzle to comer: 11.71 inches (Maximum allowable is 11.78) Large Duct: 18 x 60 inches Total: 156 perimeter inches Figure AD -6 Modular Protection of Large Ducts AD1-8 18 December, 1997 Wet Chemical Instruction Manual AD -9 Transitional Duct The proposed protection for transitional duct applications should be approved by the authority having jurisdiction prior to starting this system installation. Badger Fire Protection recommends that transitional ducts be protected as follows: Measure the dimensions at six inches into the transition piece. Determine the number of nozzles required by the perimeter measured at the six-inch location. Place the tip of the nozzle(s) at six inches into he transition piece. (See Figure AD -12) U.L.I. Ex 2458 740o 2tt-1 Doc -r- 0 -wc-n.aJ Figure AD -12. Transitional Duct ADI -12 December, 1997 Wet Chemical Instruction Manual AD -2 Designing for Plenum Protection A single ADP nozzle (P/N B 120011) will protect a single filter or "V' filter bank plenum with the follow- ing maximum dimensions: Plenum Length 10 Feet (3.0 m) Plenum Width 4 Feet (1.2 m) When no filters are present, the nozzle protecting the plenum is used to discharge the wet chemical on the underside of the hood. In this case, the hood may not exceed a length of 10 ft. (3.0 m) or a width of 4 ft. (1.2 m). A plenum with either a single filter bank or "V" filter bank and a length of 10 ft. (3.0 m) or less may be protected by one ADP nozzle. The nozzle shall. be 4 FT. (1.2 M) PLENUM WIDTH NOZZLE LOCATED AT EITHER END OF PLENUM LENGTH AIMED DOWN LENGTH OF PLENUM U.L.I. Ex 2458 *-20 FEET -11 10 i 10 ft -A0 located at one end of the plenum. Longer plenums may be similarly protected with a single ADP nozzle being used for each 10 ft. (3.0 m) of plenum length and each 4 ft. (1.2 m) of plenum width. ADP nozzles may be used in combinations (see Figure AD -2). Multiples maybe installed facing in the same direction, and/or at the ends of the plenum pointing in. Each nozzle shall provide a maximum of 10 feet of coverage. ADP nozzles must be centrally located in the plenum with their discharge directed along the length of the plenum and located in relation to the filters as shown in Figure AD -2. Note: All Range Guard systems are listed by UL for use with the exhaust fan either on or off when the system is discharged. .41-10 FEET -01 10 FT. (3.0 M) PLENUM LENGTH FILTERS ACCEPTABLE NOZZLE POSTONS FOR MULTIPLE NOZZLES "V" FILTER BANK COVERAGE ADP NOZZLES % H ADP NOZZLE 1 FLOW NUMBER • v3wjt H W ♦I SINGLE BANK FILTER C OVERAGE Figure AD -2. Plenum Protection Nozzle P/N B120011 AD1-4 December, 1997 Wet Chemical Instruction Manual AD -7 Upper/Lower Plenum Examples Protection of special or unique plenum arrange- ments should be reviewed by the authority having jurisdiction. Badger Fire Protection recommends that upper/lower plenum arrangements be protected as shown below. 1) If risers are less than 6" (15.2 cm), nozzles are required to protect the upper and lower plenums and in the main exhaust duct. (See Figures AD -8 and AD -9) Example 1 RISER LESS THAN 6" (15.2 cm) IN LENGTH Note: AU Range Guard systems are listed by UL tor use with the exhaust tan either on or off when the system is discharged. (3 ADP NOZZLES �y RISER Figure AD -8. Special Plenum Arrangements 2) If risers are 6" (15.2 cin) or longer. the ris- ers become the exhaust ducts and there is no upper plenum. Nozzle(s) are required in the lower plenum and also in each such riser. The riser portion is to be treated now as the hood duct opening and pro- tected accordingly. (See Figure AD -9) Example 2 RISER MORE THAN 6" (15.2 cm) IN LENGTH () """"t RISER U.L.I. Ex 2458 Figure AD -9. Special Plenum Arrangements with 6 Inch Risers AD1.10 December, 1997 RANGE GUARD The Wet Chemical Fire Suppression System 3-12 Charbroilers and Chain Broilers Mesquite Logs Charbroiler One DM nozzle (3 flow points) will protect a mesquite wood charbroiler or a natural -charcoal/ mesquite -charcoal charbroiler with a maximum cooking surface of 30" x 24" (76 cm x 61 cm). The mesquite wood charbroiler may use wood chips, chunks, logs (or any combination thereof) to a depth of 10" (25 cm). The nozzle can be outside the perimeter of the appliance. The natural-charcoal/mesquite-charcoal charbroiler may use charcoal to a depth of 10" (25 cm) (See Figure 3-22). A single DM nozzle is located at an angle of 45° or more from the horizontal and is aimed at the midpoint of the hazard area. The nozzle shall not be less than 24" (61 cm) nor more than 48" (122 cm) from the midpoint of the cooking surface. If the charbroiler has a blower, it shall be shut-off when the Range Guard system operates. NOZZLE -CENTERED VERTICALLY IN THIS SPACE 114" (0.6 cm) PIPE DROP Figure 3-23. ADP Nozzle Installation for Closed Top Chain Broiler 48" (122cm) MAX ONE DM NOZZLE MAY BE LOCATED ANYWHERE WITHIN THE GRID 48" (122cm) MAX ce_littoo AIM POINT: MIDPOINT OF HAZARD AREA 24" (61em) MIN 24" (61 cm) MAX I II • ��! , `I DIAGONAL FROM AIM POINT 48" (122cm) MAX 30" (76 cm) MAX. 10" (25 cm) MAX. FUEL Figure 3-22. (Mesquite Logs Charbroiler Chain Broilers One ADP nozzle will protect a closed -top chain broiler with maximum internal horizontal dimensions of 28" x 29" (71 cm x 74 cm). The nozzle shall be centered vertically in the chain broiler tunnel space above the chain. The nozzle shall be positioned at one corner of the chain broiler tunnel and pointed toward the opposite diagonal corner of the tunnel. The pipe drop and fittings to the appliance nozzle shall be 1/4" (.6 cm) size (See figure 3-23). Open Top Chain Broiler Two ADP nozzles will protect an open -top chain broiler with maximum internal broiler tunnel dimen- sions of 28" x 29" (71 cm X 74 cm) and maximum external top dimensions of 28" x 29" (71 cm x 74 cm). The first nozzle must be centered vertically in the chain broiler tunnel space above the chain. This nozzle is positioned at one corner of the chain broiler tunnel and pointed toward the opposite diagonal corner of the tunnel and spaced one inch back from the tunnel opening. The second nozzle shall be centered over the top opening on the chain broiler a minimum of 12" (30.5 cm) and a maximum of 48" (122 cm) from the top surface of the appliance. The drop pipe and fittings to the chain broiler appliance shall be 1/4" (.6 cm) in size (See figure 3-24). CAUTION: THE SECOND NOZZLE MUST BE USED WHEN THERE IS ANY EXHAUST OPENING ON THE TOP OF THE APPLIANCE. OF TOP OPENING U.L.I. Ex 2458 OF TOP OPENIN T-1/4" (0.6 cm) 1I4 (0.6 - IPE PIPE I DROP 114-E (0.6 cm) PIP DROP 12- (30.5 cm) MIN. 46- (122 cm) NOZZLE CENTERED VERTICALLY IN THIS SPACE Figure 3-24. ADP Nozzle Installation for Open Top Chain Broiler 3-12 Manual Part No. 9127100 (9/97) Badger Fire Protection RANGE GUARD The Wet Chemical Fire Suppression System 2-14 Remote Manual Controls for A+ Control Box There are two types of Surfaced Mounted Remote Manual Controls available for use with the A+ Control Box, End -of -Line (Figure 2-20) and In -Line (Figure 2- 21). Each is used as a means to actuate the system manually from a remote location. This is accomplished by removing the pull pin, releasing the tension in the detection cable, allowing the Control Box to activate the cylinder. If an End -of -Line Remote Manual Control is not applicable, it can be converted to an In -Line Remote Manual Control by using an In -Line Kit. Refer to the installation section of this manual. An In -Line Kit uses a Tee Pulley and Corner Pulley Bearing (see Figure 2- 21) to modify the End -of -Line Remote Manual Control. Refer to the installation section of this manual for installation limitations. NOTE: These Remote Manual Controls are only for use with the A+ Control Box. These Remote Manual Controls cannot be used with the Me- chanical or Electric Control Head. 1/2" (1.3 cm) EMT CONNECTORS OUTLET BOX COVER SCREWS COVER �\ 0 0 1/16" CABLE CLAMP BLOCK n LEAD SEAL & BLOCK Air— PULL PIN "U" BRACKET CHAIN Range Guard REMOTE CONTROL IN CASE OF FIRE PULL+ PIN 0 0 Figure 2-20. Surface Mounted End -of -Line Remote Manual Control, 9197463 1 r 1116" (.2 cm) CABLE TO DETECTORS c lu" (1.3 cm) EMT CONDUIT 112" (1.3 cm) EMT CONNECTORS OUTLET BOX COVER 1/16" CABLE CORNER PULLEY BEARING LEAD SEAL & BLOCK PULL PIN "U" BRACKET U.L.I. Ex 2458 112" 1.3 cm) EMT CONDUIT 3 -WAY PULLEY BOX 112" (1.3 cm) EMT CONDUIT 1/8" (.3 cm) ROLL PIN REMOTE MANUAL %CONTROL CORNER PULLEY BEARING Figure 2-21. Surface Mounted Remote Manual Control In -Line Configuration In -Line Kit, 9197464 2.14 Manual Part No. 9127100 (9/97) Badger Fire Protection The Wet Chemical Fire Suppression System RAGE GUARD. 2-15 Flush Mounted Remote Manual Control for A+ Control Box Flush Mounted. The Flush Mounted Remote Manual Control provides a means to operate the system manually from a remote location. It is de- signed to be mounted to a wall stud and is provided with a cover plate. Two types of Flush Mounted Remote Manual Controls are available for use with the A+ Control Box. The End -of -Line Remote Manual Control is designed for use at the end of the detection line (see figure 2- 22). The In -Line Remote Manual Control is designed for installation within the detection line. A Tee Pulley is included with the In -Line Remote Manual Control (see figure 2-23).Refer to page installation section of this manual for installation limitations. 0 Range Guard REMOTE CONTROL IN CASE OF FIRE PULL. PIN Figure 2-22. Flush Mounted End -of -Line, Remote Manual Control, 9197460 U.L.I. Ex 2458 NOTE: TO TEE PULLEY Figure 2-23. Front View, (Cover Removed) Flush Mounted, In -Line Remote ManualControl, 9197461 These Remote Manual Controls are only for use with the A+ Control Box. These Remote Manual Controls cannot be used with the Me- chanical or Electric Control Head. FLAT HEAD MACHINE SCREW COVER ALUMINUM PULL PIN WITH CHAIN TO TEE PULLEY BOX SHOOK LEAD SEAL AND WIRE BEARING BRACKET Figure 2-24. Side View, (Section View) Flush Mounted, In -Line Remote ManualControl 2-15 Manual Part No. 9127100 (9/97) Badger Fire Protection ui a) 0 D.0 cu v cc C!) m E U 2 ct o (/) :_c5_> > p cz co cn O o N TD eL CD up c •U O Q C ) E ..c O }' O N O �`= .}' O 2 cn = a o O u) u) ctS o D D U= W O 1— • • • • CV 0 cn W o u) a -0 c:5 •t > • U w 0 ( o o N 2 U CD alOcn 0 0 2 D ECW D N 1— • • • Badger Fire Protection The Wet Chemical Fire Suppression Sy:>tem RANGE GUARD. G. (,eJ) U.Z - kii,4 cop^ c-t=ifv P -jC, C T-0_, ' c�2tiA1! T3 Co.../Nfr. 2-11 Detectors NOTE: Detectors and Links on this paa cannot be used in conjunction with the A+ Control Box. These detectors and (inks must be used with the following Control Head p,Irt Lumbers: B486607, B899063, B899176, 11899175, and B899082. Fusible -Link Housing Kit, P/N 8045.2 The fusible link housing kit consists of c: fusible link housing, two 1/2" EMT connectors, a upply of cable crimp sleeves and an "S" hook to att .ch the fusible link to the 1 / 16" cable leading to the control head EMT ADAPTER !' EMT FROM OTHER DETECTORS EMT ADAPTER BRACKET 11 VA" CRIMP SLEEVE FUSIBLE LINK SHOOK • LAST DETECTOR IN SERIES EMT ADAPTER 1 BRACKET CABLE TO MECHANICAL C D! TROL HEAD STAINLESS STEEL CARLS CRIMP SLEEVE FUSIBLE LINK TSHOOK TO MECHANICAL :OHTHOL HEAD OR i HER DETECTORS Figure 2-14. Fusible -Link Housing Ki with Fusible Lin Fusible Links-, PJN's B282661, B28:: B282664, and B282666 Fusible links are used in conjunction fusible link housing kit. The fusible link! together with a low melting alloy which n.. predetermined temperature, allowing the the link to separate. Pi; ? 804548 X62. iLil ;Ile arc held a wt.) halves of Figure 2-15. Fusible Lir CJS + Ur TU = /t-kAr*�i�� Fusible links are available in four tern :. t ure ratings: Fusible Max. Link Exposure P/N Rating Temp. Lc -c ; :ting 6282661 165°F 100°F (38°C) 10 Lbly tc ,0 Lb. Max. 6282662 212°F 150°F (65°C) 10 Lb. I. 11 ;0 Lb. Max. B282664 360°F 300°F (149°C) 10 Lb. P, ir,. tc 40 Lb. Max. B282666 500°F 440°F (226°C) 10 Lb...: t: 40 Lb. Max. U.L.I. Ex 2458 There are two temperature designations which apply to both fusible links and quartzoid bulb links. One temperature is called the rating temperature and the other is called.the maximum exposure temperature. The rating temperature, which is stamped on the fusible link, is the temperature at which the link will separate when new. However, continual exposure to cycling ambient temperatures may cause a degradation of the link over time. Therefore, the fusible links must be replaced semiannually with a new link having the proper temperature rating. The maximum exposure temperature is the maxi- mum ambient air temperature in which a fusible link may be installed. The maximum air temperature at the point of link installation must not exceed the maximum exposure temperature shown in the table. Quartzoid Bulb Link, P/N 57643 rated at 400°F (204°F) and P/N 57644 rated at 500°F (2 60°F) The quartzoid bulb link is used in conjunction with the fusible link housing kit. The quartzoid bulb link consists of a glass bulb, filled with liquid and a small air bubble, and a metal housing. Temperature rise expands the liquid in the bulb and compresses the air bubble. When a predetermined temperature is reached, the expanding liquid breaks the glass bulb and allows the housing pieces to separate. guartzoid bulb links are available with a 400°F (204°C) and 500°F (260°C) tem perature rating. The maximum exposure tempera- ture for the quartzoid bulb link is 375°F (191°C) and 475°F' (246°C) respectively. Quartzoid bulbs to be used on Range Guard sys- tems are UL Listed and designated Issue B. The loop marked "A" should be installed toward the control head. Quartzoid bulb links have an unlimited life expectancy, before operation, and need not be changed on a semiannual basis. However, the local authority having jurisdiction may rule otherwise. On periodic inspection. the quartzoid bulb link must be wiped clean of grease and dirt. Figure 2-16. Quartzoid Bulb 2-11 Manual Part No. 9127100 (9/97) Badger Fire Protection Range Guard Instruction Manual AD2-2: Fusible Link Detection (Mechanical Detection) 1.625 0111 xxXF 'View of Rivet Head BTBR and BTBS Series Mechanical Links (Frangible Thermo -Bulb). RG -360, and B -ML Series The Badger BTBR and BTBS series of Frangible Glass Bulb Links are available in six tempera- tures. Refer to Table AD2-3 below for part num- 1.000 bers, temperature ratings and load ratings. The BTBR and BTBS series may be used in Link Housing kit part number B120064 and Link Housing Kit part number B804548. Badger Fire Protection recommends using the BTBR and BTBS series in the B120064 link housing kit for all new installations. The BTBR and BTBS series may be used as replacement or retrofit links in all Badger pre-engineered systems using the me- chanical control heads (part numbers B486607, B899063, B899176) and the A+ Control Box (part number B120010), mechanical control box and tandem control box (part numbers 9199470 and 9197171 respectively). THERMO BULB .320 t Figure AD2-2. BTB Series Link Table AD2-3. BTBS and BTBR Series Links Part Number Badger Model Temperature 'F °C Max. Ambient Load 6120095-165 6TBR-165 165 100 100F 0-50 B120095-212 BTBR-212 212 150 150F 0-50 6120095-286 BTBR-286 286 220 220F 0-50 B120095-360 BTBR-360 360 300 300F 0-50 B120095-450 BTBR-450 450 390 390F 0-50 B120095-500 BTBR-500 500 440 440F 0-50 B120090-165 BTBS-165 165 100 100F 0-50 8120090-212 BTBS-212 212 150 150F 0-50 B120090-286 BTBS-286 286 220 220F 0-50 6120090-360 BTBS-360 360 300 300F 0-50 8120090-450 BTBS-450 450 390 390F 0-50 B120090-500 BTBS-500 500 440 440F 0-50 U L 1 Ex 2458 When using the BTBR and BTBS series of thermo-bulb links. the cable and corner pulley parameters for the A+ and mechanical control head are the same as those listed in Manual part number 9127100. See sections 4-2 and 4-3 respectively. Table AD2-4. B -ML and RG Series Links Part Number Badger Model Rating Temperature °F °C Max. Ambient Load B282661 B -ML -165 165 38 100F 10-40 B282662 B -ML -212. 212 65 150F 10-40 B282664 B -ML -360 360 149 300F 10-40 8282666 B -ML -500 500 226 440F 10-40 9196903 RG -360 360 226 440F 3-45 AD2-4 Badger Fire Protection May, 1999 :e MA-- / 0 `it1 - CRMO -BULB FUSIBLE LINKS UL -Listed and FM -Approved BTBR or BTBS links are used in conjunction with fusible -link housing kits. The BTB links are held together with a glass tube. which bursts at a predetermined temperature. allowing the two halves of the link to separate. 9: I C col !Qui tAN2-0JS !t^A {' —7.) 6E Ze-JSP r� 2 0 µ l —� Sties -r- u P e be-cAovAo LA) -106k Figure 2-15. Fusible Link. Thermo -Bulb Thermo -Bulb links are available in various temperature ratings and response types as shown in Table 2-4 and 2.5. Table 2-4. Standard Response Thermo -Bulbs `-4'7— — PM TEMP. COLOR 6120090-165 165°F RED v-� �tf� 8120094-212 212•F GREEN &sryPaw AA., STT --C GOPt-ka 11.c-10 Am -06 8120090-286 B120090-360 13120090-450 B120090-500 286•F 360'F 450°F 500'F BLUE MAUVE BLACK BLACK Table 2-5. Rapid Response Thermo -Bulbs --- 71-f-tik/' PM TEMP. COLOR 8120095-165 165•F RED B120095-212 212•F I GREEN 6120095-286 286•F BLUE B120095-360 360•F MAUVE 8120095450 450'F BLACK B120095-500 500'F BLACK The Wet Chemical Fire Suppression System RANGE GUARD. 3-27 Fusible Link Detectors Detectors Detectors using Badger Fire Protection approved fusible links are required over cooking appliances and in the ducts of kitchen cooking equipment. For protection of the duct, a detector must be centered either flush with the hood -duct opening or in the duct but not more than 12 feet (3.7 m) downstream from where the duct is connected to the hood. When mounted in the duct. the detector should be oriented so that the bracket does not shield the link from the hot air stream, and the fusible link is centered in the duct. Each protected cooking appliance, with the excep- tion of char -broilers, with a continuous cooking surface area that does not exceed 54" x 54" (137 cm x 137 cm) shall be protected by a detector. Appliances having a surface area larger than 54" x 54" (137 cm x 137 cm) require additional detectors. When a cooking appliance is under the hood -duct opening, the appli- ance is protected by the detector mounted at the hood - duct opening or 12" (30.5 cm) maximum into the duct. An additional detector is not needed to protect that appliance. Care must be taken that fusible links of sufficiently high temperature rating are used near charbroilers, due to higher ambient temperatures. ■ maple V:" EMT CONDUIT -tom t -tom t - i+sko CO c(0u pp k it -4 5ALLc-`t� i tieffript 7? Z� A temperature survey must be performed at all locations where fusible links will be installed. The survey must be conducted under maximum cooking or appliance cleaning conditions in order to determine the optimum exhaust air flow locations and to record the peak temperatures that are -expected to occur. Once the survey is completed: - Select the lowest temperature rated link that can be used. - Make sure the maximum exposure tempera- ture of the link exceeds the maximum tem - 4), perature obtained from the survey. Make sure links are located in the exhaust airflow, not in dead air spaces. This will provide the fastest detector response. Care must be taken not to install links di- rectly in the exhaust flow of appliance flue gas. iJi+�S -ek c s rqP �C � Note: Do not locate detectors directly in the hot ex- haust from the burner chamber of gas fired fryers or upright broilers. ace_ - (9-01-4'2C- 12" (30,5 cm) MAX IF APPLIANCE IS UNDER HOOD DUCT OPENING 1—x 7 T n� X % DISCHARGE PIPING LIQUID SEAL ADAPTERS STOVE ( GRIDDLE FRYER I STOVE FRYER STOVE CHARBROILERI 1 -24" --*--24"-4 4-24' k-24" k- 30"-01 14-- 30"-+ f-- 48"—* (61 cm) (61 cm) (61 cm) (61 cm) (76 cm) (76 cm) (122 cm) U.L.I. Ex 2458 Figure 3-51. Positioning Detectors UPRIGHT BROILER (86 cm) GRIDDLE •4-- 60" (156 cm) 3-33 Manual Part No. 9127100 (9/97) Badger Fire Protection - RANGE GUARD. The Wet Chemical Fire Suppression System 3-30 Electrical cv Z( tv Electrical Upon system actuation. all gas under the hood shall be shut off automatically, as well as the power to those electrical appliances that are being protected. To operate electric circuits, SPDT and DPDT microswitches are available for use with Mechanical and Electric Control Heads and the A+ Control Box. The Pressure Switch can also operate electric circuits and can be used on any system. Electrical Ratings for Control Head Microswitches 120V 60 Hertz 120V 60 Hertz 24VDC 48VDC 120VDC 10Amps 1/4HP 278VA pilot duty rating 5 Amp resistive 3 Amps inductive 1 Amp resistive 1/4 Amps inductive 1/2 Amp resistive 1/4Amps inductive Electrical Schematic for Control Head Microswitches BLUE BLACK (HOT) RED N.C. C N.O. INNER MICRO -SWITCH OUTER MICRO -SWITCH Electrical Ratings for A+ Control Box Microswitches Single Microswitch SPDT 11.0 amps, 125 or 250 VAC: 1/2 amp. 125VDC: 1/4amp, 250 VDC Double Microswitch DPDT 11.0 amps. 125 or 250 VAC: 1/2 amp, 125VDC: 1/4amp, 250 VDC 15.0 amps, 125 or 250 VAC: 1/2 amp, 125VDC: 1/4amp, 250 VDC Pressure Switch SPDT 15.0 amps. 115 or 230 VAC: 5 amp, 28VDC U.L.I. Ex 2458 Microswitches or pressure switches are used to: (I) Shut down power or fuel to protected elec- trical appliances upon system actuation. Note: The switches must be wired through a magnetic contactor (supplied by others) and not directly to the appliances. (See 4- 26 & 4-27) (2) Close an electric (solenoid) gas valve. Note: The switches must be wired through a manual reset relay and not directly to the gas valve. (See 4-2I) (3) Sound an alarm. Note: Voltages cannot be mixed on the SPDT switches. Separate voltages (for example, 24 volt DC alarm and 120 VAC for appliances control circuit) must be run on separate switches (DPDT provides two separate switches). kA`s -sR L 66 s iso alh CAUTION WHERE ELECTRIC DETECTION AND/OR ACTUATION IS PROVIDED, SUPERVISION SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 17A. ALARMS AND INDICATORS, ALONG WITH A SUPERVISORY POWER SOURCE SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE ALARM CODE. ELECTRICAL WIRING AND EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 70, NATIONAL ELECTRICAL CODE OR THE REQUEST OF THE AUTHORITY HAVING JURISDICTION. Electrical Schematic for A+ Control Box Microswitches &%•16 BLACK TO WHITE EXTERNAL CIRCUIT RED WIRING SCHEMATIC FOR OPTIONAL SWITCHES (SWITCH CONTACTS SHOWN IN THE INSTALLED AND SET POSITION) NOTE: SWITCH WIRING CONNECTIONS ARE NOT TO BE MADE INSIDE THE CONTROL BOX 3-36 Manual Part No. 9127100 (9/97) Badger Fire Protection AD2-8. Microswitches Switch Accessories. Two switch kits are available for use in the mechanical control box, a Listed single SPDT switch kit and a Listed two- SPDT switch kit. See Figures AD2-10 and AD2- 1 1. A switch kit consists of one or two microswitches, an electrical connector for each microswitch, a mounting bracket, and mounting hardware. These are used when it is necessary to open or close electrical circuits in order to: (1) sound an alarm; (2) trip a magnetic contact to turn off the electrically operated cooking appli- ance; (3) operate an electrical gas valve; (4) shut off exhaust fans. The single switch kit provides a microswitch rated at 11 amps - 125/250 VAC. The two -switch kit includes an 11 amp - 125/250 VAC; 1/2 amp - 125 VDC microswitch and a 15 amp - 125/250 VAC; 1/2 amp - 125 VDC microswitch that are activated simultaneously. CAUTION: Electrical appliances usually have a higher amp rating than the switches. In this case, such appliances shall not be wired directly to the microswitch. A Listed magnetic contact or relay must be used. SWITCH UI ,LUIJ Figure AD2-10. SPDT Microswitch for Mechanical Control Box U L I Ex 2458 Range Guard Instruction Manual NOTE: Where electrical detection or activation is pro- vided, supervision shall be provided in accor- dance with NFPA 17A. Alarms and Indicators, along with a supervised back up power source shall be provided in accor- dance with NFPA 72, the National Fire Alarm Code. • Electrical wiring and equipment shall be in- stalled in accordance with NFPA 70, the National Electrical Code or the requirements of the local authority having jurisdiction. SWITCH �► Figure AD2-11. Two SPDT Microswitches for Mechanical Control Box AD2-11 Badger Fire Protection May, 1999 RANGE GUARD. The Wet Chemical Fire Suppression System 4-14 Magnetic Contactor Wiring Diagram for Mechanical and A+ Control Box Switches When electrically heated appliances are to be shut off. it is recommended that a U.L. listed enclosed magnetic contactor be used with appropriate current and voltage ratings. The magnetic contactor is not supplied by Badger Fire Protection. The wiring diagrams provide for automatic shut-off electrically heated appliances. Circuit shows appliance energized. r f S MICROSWITCH .0 r(SPDT) "IT.* RED -0. r�BLACK 0 4- WHITE '4 -JUNCTION BOX RED -0 - •• ED --i• t U.L.I. Ex 2458 APPLIANCE Figure 4-31. Single Phase MICROSWITCH (SPDT) �O1 1 m. '�a. IBLACK 4- WHITE APPLIANCE O 0 --------------- ----- T1 T2 T3 0 0 L2 L3 BLACKWHITE '. LINE '-JUNCTION BOX Figure 4-32. Three Phase BLACK} LINE 4-26 Manual Part No. 9127100 (9/97) Badger Fire Protection RANGE GUARD The Wet Chemical Fire Suppression System 4-14 Magnetic Contactor Wiring Diagram for Mechanical and A+ Control Box Switches When electrically heated appliances are to be shut off, it is recommended that a U.L. listed enclosed magnetic contactor be used with appropriate current and voltage ratings. The magnetic contactor is not supplied by Badger Fire Protection. The wiring diagrams provide for automatic shut-off electrically heated appliances. Circuit shows appliance energized. r r MICROSWITCH r(SPDT) RED -0. 1• ----~-w--- 1_ 4- WHITE r-� APPLIANCE T1 oT2 L1 4—JUNCTION BOX Figure 4-31. Single Phase til MICROSWITCH (SPDT) moo' RED--� U.L.I. Ex 2458 'rte BLACK 4- WHITE WHITE '. LINE BLACK '—JUNCTION BOX Figure 432. Three Phase RED LINE 4-26 Manual Part No. 9127100 (9/97) Badger Fire Protection The Wet Chemical Fire Suppression System RANGE GIAIRD. 2-21 Pressure Switch ThaPress ire Swifch (See Figiiii-21133Ycatibe..used in place of microswitches td ope 'r 3c1dg'c°electrical ditch& to: (i) sound an alarm; (2) trip a magnetic contactor to turn off the electrically operated cooking appliance; (3) operate , a ele,ctric.gas yalye;, (4) shut off exhaust fans: T14ere',ts rho limitrto the uan ty of Pressure Suii a `nge "Guard System. The Pressure Switch is screwed on the upper end of a.:12"13115 cm) length of vertical 1/2" (1:3'cm) black. pipe (riser). The vertical riser is fastened to a tee which maybe located wherever convenient in the discharge pipe. The piping used to plumb the pressure U.L.I. Ex 2458 switch must be included in the total volumetric calculation for the overall discharge piping and individual branch line.The purpose of the riser is to provide an air cushion during discharge to prevent the entrance of Wet Chemical into the Pressure Switch. The switch is a SPDTrated 15 amps -115/230 VAC; 5 amps at28VDC; 1/2am at125VDC and 1/4 amp at rra« hmr pvr 250VDCS 1 Cilkifiilr fl. ns .ilv►havea;higher ,r3l-� JY.i . ' fT't�y .T4 ltii z' atripera,la damps and must not be wired atitt fl o a Pressur Switch. A magnetic contactor if,1aIntigibe used; f----- 3-112" -- t-- 1-15l16"--*. 9116" 4 518" 1112j'"NPT Figure 2-33. Pressure Switch, 9197023 2-21 Manual Part No. 9127100 (9/97) Badger Fire Protection MAY -201-1999 09:06 einstry Co. May 20, 1999 Pian Review Tukwila Fire Dept 444 Andover Park E Tukwila, WA 98188 Re: Target, 301 Strander Sprinkler Demo for Rack Removal MC:KINSTRY CO. 211F, 763 54E17 F.01.•01 Target has asked us to plug and remove nine - _ • lers currently installed in clothing racks. The racks are to be re -allocated and will no longer be used for clothing storage. Please issue a shut down number to allow us to complete this work Friday, May 21, 1999. A drawing will be submitted detailing installation of new sprinklers in different racks later today. Thank you for your assistance in this matter. Our return fax number is 206-763- 5407. Brad Bull Project Manager Fire Protection Division 206-763-5409 TUKWIILA FIRE DEPARIMENI Pease call: 575.440Y and give this job No. 9? -s— /63 and exact address for shut. down or restoration approt , 5005 3rd Ave. South • P.O. Box 24567p.'efitk'WA 08124.0567 • (206) 762-3311 MCKIN••372N0 14, TOTAL P.01 Fire Systems West, Inc. 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253)833-1248 • Fax (253)735-0113 Automatic Fire Sprinkler System Shutdown Authorization Request August 4, 2011 City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Attention: Al Metzler / Don Tomaso Reference: Target 301 Stander Blvd. Gentlemen, FSW is requesting an Automatic Fire Sprinkler System Shutdown Authorization for the above referenced project to allow for the removal of existing sprinkler drops that are inside new walls. Fire sprinkler design is underway and we expect to have drawings submitted for your review 8/8/11. Thank you, FIRE SYSTEMS WEST Craig Miller Special Projects Designer TUo("fJ i..A 7177."r?i-. "�.-t1R P,�(-;- Please caii 2C6-�7 -,;4O7 and give this Fde Permit No. //-S-/7 and exact address for thut down or rester th n approval. Checkpoint Systems Inc. North America Operations: 8180 Upland Circle Chanhassen, MN 55317 Tel.: 952-227-5853 Fax: 952-227-5854 www.checkpointsystems.com October 24, 2012 Attn: Plan Review Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Dear Plan Review, FILE Distribution Center: 4250 Norex Drive Chaska, MN 55318 Tel.: 952-227-5350 Fax: 952-227-5809 Choc pth Project: Target #627 301 Strander Blvd Tukwila, WA 98118 Enclosed you will find three sets of fire alarm submittal plans. The fire alarm system for this building is existing. The scope of work for this remodel is mostly HVAC related work. The fire alarm system scope of work is to add an addressable control relay at each of the 4 new roof top HVAC units, for HVAC shutdown. These addressable control relays will be connected to the existing fire alarm system. After the plans have been reviewed, please contact me and I will have someone come and pick them up. If there are any questions or concerns, please contact me by telephone at (800) 872-9575, or e-mail at <mark.snodgrass@checkpt.com>. Sincerely, Mark Snodgrass Fire Alarm Designer TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval. CCE Without Comments Cl As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised arawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Li ed r C tat�-31— / iS By: I J So/ a/'" IVH J I F rtl\ 1 1 1 Iv! 1 1LP1V UIV'1VIINI LJ I r1IL A v CONSTRUCTION PLAN 1/8"=11-0" 7 ELEC./COMMUNICATION PLAN 1/8"=1 E EXISTING ELECTRICAL FIXTURE PAID SEP 29 2015 TUKWILA FIRE cc iab' REMOVE — EXISTING SIGN fWg / / // /1 syf / / E LrJ •• E E ♦ r C,. DE\ r ' e. C DB E ./ OPEN OFFICE =�� ( 210 OPEN OFFICE oe E 210 it .. .i w *, i N N N e'") , N N O sF, 1p NBPI WC -121—i.„__________ III GVP OFFICE •i't 211 GVP OFFICE �e2ENom• (9%1 di / NEW IJGHT SWITCH / 211 . A co WC -13 0 n n N N <1:1\ u 17'-0" A v CONSTRUCTION PLAN 1/8"=11-0" 7 ELEC./COMMUNICATION PLAN 1/8"=1 E EXISTING ELECTRICAL FIXTURE PAID SEP 29 2015 TUKWILA FIRE cc iab' fWg / / / E LrJ •• E E ♦ r C,. ES DB - E E =�� BU OPEN OFFICE .'= E Ems' E 210 .. .i w *, i N N , N N O • i* . 1p NBPI I III GVP OFFICE •i't 211 �e2ENom• (9%1 di / NEW IJGHT SWITCH / . A v CONSTRUCTION PLAN 1/8"=11-0" 7 ELEC./COMMUNICATION PLAN 1/8"=1 E EXISTING ELECTRICAL FIXTURE PAID SEP 29 2015 TUKWILA FIRE cc iab' TS Without Comments ❑ As Noted in Rel ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is suojeci to errors and omissions which do not authorize violations or adopteii standards ano ordinances. The respans$oiiity fc, :,,IegifEcy of design rests totally with the tiesgrc;. { l ^tiletioris or revisions to +_nese drawir'c` tnis oate 'ti' voci c7<s cceptarce and will reQui'c resubmi.raf ,-i-visao drawings for suosequent ac;,rc Final acceptance ,:: w ect to fielk test and inspection The Tukwila rite et av r ,`on bureau. Date: 5 —A " i S by s( � ilAtitifiLit E a D7PARTMENN B 2017,-575-E.,;07 and ivo this F;; C- Permit No. S- od exact r ri s tier shut- .own hy.own or rtzfuen r.pprovc7. NOTICE 4 completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to cornmence ne,lt of Acceptance Testing of any Fire Alarm and De. ection Systnrns. Failure or rest writ result in a Re -inspection Fee and 4-r,-rnination c)f the testing ,r ,mmt s IQT SYMBOL LEGEND SYMBOL ABBY. DESCRIPTION 16eID SOUIhfenier@ ® DUCT SECT. SUM, RaEe`6hd ® DUCT SECTI. - RETUN/ENIMST pg. a Q T THERMOSTAT 1eTbe eeED1Y i 9D _--® UNIT TAG +• 47 ST7mwW OWE EY EAHLUST W (CEILING MOUNTED) 4 SMl1De0ter Mon C- •,LSBrryera SeiMe hock Or I.IJM'''aa VICINITY MAP SCALE : NONE /, GAS PACKAGE EQUIPMENT SCHEDULE p. , W SP MI N. OSA Mob DR! ELECTRICAL WEIGHTNOTES e MARK MPNF. MOOEL TONS. CFM NG CFM Hp SME TOS SEER EER INPUTM.C.A.M AFUE VOLTS PHASE .0 iOT. iLa STUN BT. BTUH (x) M (AI (as WHITE BOX HVAC COVER SHEET 301 STRANDER BLVD, SPACE 393 TUKWILA, WA 98188 RTU 1.3 LENNOX 14GA073548 8 2400 0.5 400 200 BO 73.500 — 112 103000 ES.00o 8011 20&230 b 250 858 13 NOTES: I. THE ROOFTOP COMES COMPLETE MAN 2. THE ROOFTOP UNIT COMES COMPLETE WITH ECONOMIZER A SMOKE DETECTOR IN THE MAIN RETURN DUCT Existing Fire Alarm Control Panel CAPPED GPS DONT) rHRU ROOF FOR FUTURE CONNECTION eAr G ',Ma. YY/ AS METER ' - - O 33'25 1-142. — 0 33:26 0 33:27 1-1 NM D3DFH ,L,., o iii iii . _,,,- s� 1 H II G + Fire Alarm Input Modules for 1 1 1•N Duct Detector Supervision Wit Create Supervisory Condition at FACP me I XV 108 CFH PAID AUG 25 2015 HVAC ROOF PLAN KATUKWILA FIRE SCALE : -1/8' • 1'-0' ,mmt s IQT Without Comments p As Noted in Rei p Per The Attache Letter r Ge plans have been reviewed by The Tukwila Fire —ention Bureau for conformance w.th current City :vdards. Acceptance is subjecr to errors and ..,,sions which do not authorize vitiations of adopted • rdards ana ordinances. The respurslnil,c, for the Ldequacy of design rests totally -verr, ci L designer. Additions; deletions or revisions to ilese drawings after this date will void this acceptance and will require a resubmittal of revise., drawings for st+rse;icent approval. Final acceptance is suoject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 1S a -) By: TUKWILA FIRE DEPARTMENT 7");.se call 205-575-4407 and jivo this Fire Permit No. 1 s — - 13 `1 ind exact r do ess for shut - ,!own or rvo .on approval. A compieteq, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to romme dce; it of Acceptance Testing of any Fire Alarm and Dci.ection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing • SpectrAlert Advance Dimensions 215 " %- Ceiling -mount horn strobes SpectrAlert Advance Ordering Information Model Description Ceiling Horn Strobes PC2R' 2 -Wire Horn Strobe, Standard cd. Red PC2RH 2 -Wire Horn Strobe, High cd. Red PC2W*t 2 -Wire Horn Strobe, Standard cd. White PC2WH' 2 -Wire Horn Strobe, High cd. White PC4R 4 -Wire Horn Strobe, Standard cd. Red PC4RH 4 -Wire Horn Strobe, High cd, Red PC4W 4 -Wire Horn Strobe, Standard cd, White Ceiling back box skirt C Model Description Ceiling Strobes SCR Strobe. Standard cd, Red SCRH Strobe. High cd, Red SCW' Strobe. Standard cd, White SCWH Strobe. High cd, White Accessories BBSC-2 Back Box Skirt, Ceiling, Red Back Box Skirt, Ceiling, White TRC -HS Trim Ring, Ceiling, Red TRCW- Trim Ring, Ceiling, White HS Notes: ' Add "-P" to model number for plain housing (no "FIRE- marki^.e on cover). e.g., P2P-P. t Add "-SP" to model number for "FUEGO- marking on cover, e.g. P2R-SP. $ "Standard cd" refers to strobes that include 15, 15/75, 30, 75. 95. 1 10. and 115 candela settings. "High cd" refers to strobes that include 135, 150. 177, and 185 candela settings. Th,‘ SYSTEM $ SENSOR' 3825 Ohio Avenue • St. Charles. IL 60174 Phone: 800-SENSOR2 • Fax: 630-377-6495 52012 Sysi Product o orec: tc c ge vgthorc ccIrCe. Vrs terne sa,. _cr to, 0. .r o. ,, r I d v-... t . data r-rrt. 1\I tit t!il ACCEPTED Without Comments As Doted in Red O Per The Attached Letter These plans have been revtek4eo ty, The Tukwlla Fire Prevention Bureau for confornarxee tt current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsIbility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwlla Fire Prevention Bureau. bate: 1"' f,i' (� By: TUKWILA FIRE DEPARTMENT Pleasecall 205-575-4407 and giv , thtr Fire Permit No. and exact dress for shut- down or restoration approve. SHEET INDEX SHEET NUMBER SHEET NAME FAO FIRE ALARM SYMBOL LIST, POINT LIST & KEY PLAN FA1 SPRINKLER SUPERVISORY INITIATING DEVICE PLAN FA2 SPRINKLER SUPERVISORY INITIATING DEVICE PLAN (ABOVE CEILING) FA3 SPRINKLER SUPERVISORY SIGNALING DEVICE PLAN FA4 RISER DIAGRAM & PANEL WIRING DETAILS FA5 BATTERY CALCULATIONS FA6 ALARM INSTALLATION DETAILS ROOM NAME & NUMBER ROOM NO ROOM NAME ROOM NO ROOM NAME 101 101A 101B 102 103 104 105 105A 107 108- 108A 111 112 114 115 116 117 119 120 123 124 125 126 127. 128 129 130 131 133 134 139 140 141 142 CART STORAGE ENTRY VESTIBULE EXIT VESTIBULE SALES GUEST SERVICE - CASH OFFICE FITTING ROOMS FITTING ROOM STORAGE CIRCULATION/STAIR B . CIRCULATION STAIR 'A' AP OFFICE CCTV ROOM CONTROL ROOM WOMENS RESTROOM MENS RESTROOM FAMILY RESTROOM JANITOR FOOD SERV/STORAGE FOOD PREP/SERVING FOOD SERVICE SEATING ELECTRONICS STOCK PHARMACY PHARMACY RESTROOM PHARMACY SALES EDC COMPACTOR/BALER RECEIVING MARKING WATER SERVICE ROOM NIGHT MAINTENANCE DAY MAINTENANCE CIRCULATION FIXTURE STORAGE 143 144 147 148 149 150 151 152 153 154 155 156 157 160 161 162 163 164 169 180 181 182 183 184 185 200 201 202 203 204 205 206 207 208 209 210 212 213 214 215 216 217 218 219 WOMENS RESTROOM MENS RESTROOM STOCK STOCK - STORAGE - SHIP'S LADDER COATS/LOCKERS MEDIA/TSC CIRCULATION LPC OFFICE ELECTRICAL TRTL OFFICE LOUNGE STL OFFICE LOGIS OFFICE OPEN OFFICE ETL OFFICE ETL OFFICE PHOTO PROCESSING (N) DAIRY COOLER (N) FREEZER (N) MEAT COOLER (N) PRODUCE COOLER (N) DRY PRODUCE / LABELING ROOM (N) VAC PUMP DISTRICT OFFICE HRBP DTL SWING STORAGE EQUIPMENT ROOM DTL DTL APBP CONFERENCE INVESTIGATION CENTER OFFICE OFFICE TTS LOUNGE ENCLAVE EVIDENCE LOCK-UP MENS WOMENS FIRE ALARM SYMBOL LIST FIRE ALARM POINT LIST SYM. QTY. DEVICE TYPE MANUFACTURER MODEL # BACK BOX 1 FIRE CONTROL PANEL FIRE LITE MS-96000DLS 19H X 16.65W X 5.2D FCP 4 FIRE ANNUNCIATOR FIRE LITE LCD -80F 3 -GANG DEEP FSA 1 INTERNET DIALER FIRE LITE IPDACT-2UD INSIDE FIRE PANEL CABINET IPDACT BLE CONDITION AT PANEL 5 MONITOR MODULE FIRE LITE MMF-300 4X4 M 19 ADDRESSABLE RELAY MODULE FIRE LITE CRF -300 4X4 M R 1 MANUAL PULL STATION FIRE LITE BG-12LX 4X4 W/SINGLE GANG MUD RING P 20 193 ADDRESSABLE PHOTO-ELEC. SMOKE DETECTOR FIRE LITE SD355 3.5 OCTAGON > P 0 16 ISOLATOR MODULE FIRE LITE 1300 4X4 I 1 OONITOR MODULE, M11" ZONE FIRE LITE MMF-300-10 BB -F CABINET 110 J 69 HEAT DETECTOR, 135° FIXED & RATE OF RISE FIRE LITE H355R 3.5" OR 4" OCTAGON (8B) 4_5 3 WATER FLOW SWITCH BY OTHERS BY OTHERS N/A .i 'i—C:11-5 5 TAMPER SWITCH BY OTHERS BY OTHERS N/A i"g 1 ANSUL HOOD BY OTHERS BY OTHERS N/A 18 ROOF TOP UNIT BY OTHERS BY OTHERS N/A 1 DOOR CLOSER DEVICE BY OTHERS BY OTHERS N/A DC AV PS 4 AN POWER SUPPLY BUILT IN SYNC. HONEYWELL HPFF12 19H X 16.65W X 5.2D — 66 REMOTE LED SYSTEM SENSOR RA100Z SINGLE GANG C 115cd 28 CEILING HORN/STROBE 115cd SYSTEM SENSOR PC2W 4X4 - ,,xd 29 CEILING STROBE 115cd SYSTEM SENSOR SCW 4X4 ELI 4 CEILING HORN/STROBE 75cd SYSTEM SENSOR PC2W - 4X4 I"hscd wP 1 WALLHORNISTROBE75cdWEATHERPROOF SYSTEM SENSOR P2RK WBB-W Et 5cd c 2 CEILING STROBE 75cd SYSTEM SENSOR SCW 4X4 EE! 30cd 5 CEILING HORN/STROBE 30cd SYSTEM SENSOR PC2W 4X4 430, 6 CEILING STROBE 30cd SYSTEM SENSOR SCW 4X4 Eal 15cd 11 CEILING HORN/STROBE 15cd SYSTEM SENSOR PC2W 4X4 Ell5cd 16 CEILING STROBE 15cd SYSTEM SENSOR SCW 4X4 12 END OF LINE VARIES VARIES N/A EOL CETBTOR-,ZONE NAME TROUBLE CHARACTER IXSPLAY Fi FCTRICAL ROOM 155 SMOKE DEFECTOR CONTROL ROOM SMOKE DETECTOR DAY MAINTENANCE ROOM SMOKE DETECTOR NIGHT MPJNTENANCE ROOM SMOKE DEFECTOR MEZZ LOUNGE SMOKE DETECTOR MIME x 11111111101111111 MEZZ ETL OFFICE SMOKE DETECTOR 163 FRONT STAIR A 108 SMOKE DETECTOR CASH OFFICE 104: SMOKE DETECTOR AP OFFICE SMOKE CEFECTOR. FRONT REST ROOM HALL SMOKE DETECTOR #1 FRONT WOMENS-SMOKE DETECTOR. FOOD SEATING SMOKE DETECTOR ROW #1 SMOKE DETECTOR: #1: ROW #1 SMOKE CETECTOR #2 ROW #1 SMOKE DETECTOR -#3 ROW #1SMOKE DETECTOR #5 ROW #1 SMOKE DETECTOR ROW#1 SMOKE DEFECTOR #8 ROW #1 SMOKE DETECTOR #9 ROW #1 SMOKE CErECTCR #10 PHARMACY REST ROOM SMOKE DEFECTOR PHARMACY. SALES SMOKE DETECTOR: ROW #2 SMOKE DETECTOR #2 ROW #2 SMOKE DETECTOR #4 ROW #3 -SMOKE DETECTOR #3 ROW #3SMOKE. DETECTOR>#4 ROW #3 SMOKE DETECTOR- #7 ROW #3 SMOKE DETECTOR #9- ROW#3SMOKE DETECTOR #10: ROW #3 SMOKE DETECTOR #1:1: ROW #3 SMOKE DETECTOR #12 REARSTOCKSMOKE DEi LCIUR#3 REAR. STOCKSMOKE DEFEC€OR#44 HEAT DETECTOR ABOVE REAR: WOMEN'S ROOM HEAT DETECTOR ABOVE- REAR MEN'S ROOM REAR MENS SMOKE DETECTOR MARKING SMOKE DETECTOR MARKING SMOKE DETECTOR #2 MARKING SMOKE DE i tCTOR,#3 MARKING SMOKE DETECTOR #6 MARKING SMOKE DETECTOR#7 SCOPE OF WORK MEZZ ABOVE CHUNG HEAT DETELJ UR #5 VESTIBU€E ABOVE CEILING HEAT DETECTOR ROW #'I HEAT DETECTOR #3 ABOVE CEILING ROW #1: HEAT DEFECTOR #3 ABOVE CHUNG ROW #1' HEAT DETECrOR#9 ABOVE CHUNG ROW #2 HEAT DETECTOR 4/ ABOVE CHUNG ROW 42 HEAT DETECTOR ##2ABOVE CHUNG ROW #2 HEAT DETECTOR#3 ABOVE CEILING ROW42HEAT DETECTOR :#6ABOVE:CHUNG 1) EXISTING FIRE ALARM SYSTEM WILL BE REPLACED WITH NEW. ALL DEVICES SHOWN ON THESE DRAWINGS ARE NEW. NO EXISTING EQUIPMENT OR WIRING IS TO REMAIN. 2) AFTER THE NEW FIRE ALARM SYSTEM IS FULLY INSTALLED, TESTED, AND INSPECTED BY THE AUTHORITY HAVING JURISDICTION, THE EXISTING SYSTEM DEVICES AND WIRING WILL BE REMOVED. ROW ##2 HEAT DETECTOR #9ABOVE CHUNG ROW #3 HEAT DETECTOR :#3 ABOVE CHUNG 3) ALL ADDRESSABLE DEVICES WILL BE LABELED WITH THEIR DEVICE ADDRESS ON A PERMANENT LABEL AFFIXED TO EACH DEVICE. FOR HEAT DETECTORS ABOVE THE SUSPENDED CEILING, BOTH THE REMOTE LED ON THE SUSPENDED CEILING AND THE HEAT DETECTOR WILL BE LABELED. - - 4) SMOKE, HEAT, DUCT SMOKE DETECTORS, MANUAL PULLS, SHALL BE REPLACED AND REWIRED WITH NEW ADDRESSABLE DEVICES. ROW #5 HEAT DETECTOR #7 ABOVE CHUNG ROW #5 HEAT DETECTOR #9 ABOVE CHUNG ROW45 SMOKE DETECTOR 43 ROW #5 SMOKE: DETECTOR #5 ROW #5 SMOKE DETECTOR #6 ROW 45 SMOKE DETECTOR #8 SEQUENCE OF OPERATIONS DEVICE ADDRESS NOTE: D = ADDRESSABLE DETECTOR (SPOT TYPE SMOKE AND HEAT DETECTORS). MAXIMUM OF 159 "D" ADDRESSES PER ADDRESSABLE LOOP. M = ADDRESSABLE MODULE (MONITOR MODULES, CONTROL RELAYS, AND ADDRESSABLE PULL STATIONS). MAXIMUM OF 159 "M" ADDRESSES PER ADDRESSABLE LOOP. ATION OF TRASH COMPACTOR HEAT DETECTOR ATION OF HOOD SYSTEM (KITCHEN) ATION OF WATER FLOW SWITCH ATION OF SPRINKLER TAMPER SWITCH ATION OF AREA SMOKE OR HEAT DETECTOR ATION OF MANUAL PULL STATION BLE CONDITION AT PANEL COMMUNICATION PROTOCOL TO REMOTE MONITORING STATION: PRIMARY MEANS OF COMMUNICATION: ALL FIRE ALARM, SUPERVISORY, AND TROUBLE SIGNALS AT THE PROTECTED PREMISE WILL BE TRANSMITTED TO THE REMOTE MONITORING STATION OVER A WIDE AREA NETWORK (WAN) BY A UL LISTED INTERNET COMMUNICATION CARD, FIRE LITE IPDACT-2UD. SECONDARY MEANS OF COMMUNICATION: 7 - , -,,,-, " -=" y�/ } ►n s� Commentsf AS ?noted i n Red Tile 1� ■ Per Attach:,,,-•d Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance With current City standards. Acceonnce is Subject to --rr ,rs and emissions which do, not authorize violations of adopted standards and ordinances. The responsibility for the zde ruac y of design rests tf tally with the designer. additions, deletions c,r revisions to these drawings after •k_tis date will void this G c ceps nce and will require a resubmittal of revised drawings for subsequent approval. ianal acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S-3 / I By: •.N1 ( --GiNch5c G t1 reAvoa sr. Ss,,,ole.c MS M. -6 135.° iton htw1- deks - - ehS,,,rc 1-AAval putt S ICcctis ihsActkJ, 0,4 All ei-tv■ Y �*4i 00.4 44- �i o - r.+ez ,�, c -�,�5}t,11 G�Pr ct S o'^411 �.,�r- rrs;s �4 Covey Vrtanvt►k "?,A 91Z•I"I'o'+) [N. ChISI►Z CEYt4S. — lifs10 k rcitkt,,- 1-00.414 CA46.r CP- d.eL• Ct.44 rA-C.e Go -at P S GAY c.,/, y tiC AkBYf . -. est 1vs\-t-‘1.1t-c n kvtts .b - 12o%‘A-C4d�ess4,V4 16 C4tti 4.4 0 L.t.,1I4,,l S4-4rca, -- -EnS. jl co, eleltvtalr r� Hoak 17cil/f�wl�se // Swims (AI Itt,i`-�,t .1e 4 4-1-t. d�r4. Qtr. -63.(6,0A- sot a� hi"� 1 - If- 6,A- G l rewd i iN•t 11 .C.ZK •/Ctnol k` 1561' TELEPHONE LINE > P 0 > i= 0 > 1- 0 > 1- 0 > 1- 0 > 1= 0 _ 0 Ct .i J J J J ACTIVATES HORNS/STROBES .i J J J J TRANSMIT ALARM SIGNAL TO APPROVED CENTRAL STATION ALARM MONITORING SERVICE NOTICE A completed, signed, Tukwila Fire Department Pre-test FIRE DEPARTMENT Certificate must be presented a "?f3C, �-�.,- ca!! 2 :� 5 a X407 and to the Inspector prior to give t i ti;'e •b rem. � . No. - commencement of Acceptance `� F- �,- ptanCe Testing of any Fire Alarm TRANSMIT SUPERVISORY SIGNAL TO APPROVED CENTRAL STATION ALARM MONITORING SERVICE TRANSMIT TROUBLE SIGNAL TO APPROVED CENTRAL STATION ALARM MONITORING SERVICE J ./Phase SHUT DOWN ALL HVAC UNITS4�1'r"I ACTIVATE DOOR CLOSER AT TRASH COMPACTOR TO CLOSE THE TRASH COMPACTOR DOOR and exact address for shut- and Detection Systems. down or restoration approval. Failure of test will result in a Re -inspection Fee and termination of the testing'. • WIRE LEGEND -- LINETYPE WIRE TYPE WIRE DESCRIPTION A 2C 14GA FPLP TWISTED ADDRESSABLE (SLC) LOOP & REMOTE LED'S -B- N/A -PLP 24VDC RESETTADLE POWER 2C 14GA I TWISTCD C 2C 14GA FPLP TWISTED 24VDC NON-RESETTABLE POWER — - — - mom= - - e - .— - e - ® -D-N/A 4C 18GA FPLP - .. o - o - E — 2C 12GA FPLP NOTIFICATION APPLIANCE CIRCUIT (HORN/STROBES) — - - — — F 2C 16GA FPLP SHIELDED ANNUNCIATOR DATA - REQUIRES 2C FOR DATA FEED, AND ANOTHER 2C FOR DATA RETURN. POWER WILL BE A SEPARATE CIRCUIT N/A CONTACT INFORMATION ......, MONITORING COMPANY: BUILDING OWNER: TYPE OF SYSTEM: BUILDING OCCUPANCY: SEE SCOPE OF WORK ON THIS SHEET TARGET CORPORATION TARGET CORPORATION FIRE ALARM SYSTEM (M) MERCANTILE 3701 WAYZATA BOULEVARD 1000 NICOLLET MALL REMOTE STATION MINNEAPOLIS, MN 55416 MINNEAPOLIS, MN 55403 ADDRESSABLE TELEPHONE:(800) 622-0650 CLASS "B" WIRING DESIGNER / CONTRACTOR NAME: MARK SNODGRASS CHECKPOINT SECURITY SYSTEMS 8180 UPLAND CIRCLE CHANHASSEN, MN 55317 TELEPHONE: (800) 872-9575 Chec/jpobif' CHECKPOINT SYS 'EMS, INC. 8180 UPLAND CIRCLE CHANHASSEN, MN 55317 1-800-457-6298 THIS DRAWING AND THE ACCOMPANYING WRITTEN MATERIALS ARE THE EXCLUSIVE PROPERTY OF CHECKPOINT. POSSESSION OF THIS DOCUMENT OR ANY WRI11'hN MATERIALS DOES NOT CONVEY ANY RIGHT TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO PRODUCE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC PRIOR WRITTEN AUTHORIZATION OF CHECKPOINT IS STRICTLY FORBIDDEN. ISSUE DESCRIPTION c TGINAT" ISSUE DATE 5/6/11 ROW #5 -SMOKE DETECTOR: #10: ROW #5 -SMOKE DETECTOR 412 ROW #ESMOKE DETECTOR -#5 ROW #6 SMOKE DETECTOR:45 ROW #6 SMOKE DETECTOR #7 ROW #6 SMOKE DETECTOR ROW -#6 SMOKE DETECTOR 49 ROW #6 SMOKE DETECTOR: #10 ROW #6 SMOKE DETECTOR #11 5) WATERFLOW, TAMPER, FIRE PUMP CONTROLLER (WHERE APPLICABLE), AND KITCHEN HOOD SYSTEMS, MONITOR MODULES SHALL BE REPLACED WITH FIRELITE MONITOR MODULES LOCATED AS CLOSE TO THE DEVICE BEING MONITORED AS POSSIBLE. - - 6) HVAC CONTROL MODULES SHALL BE MOUNTED IN THEHVACUNIT. 7) BECAUSE THIS STORE HAS NO DUCT SMOKE DETECTORS, UTILIZE RELAY MODULES FOR RTU SHUTDOWN. ROW #7 SMOKE DETECTOR #4. ROW #7. SMOKE. DETECTOR' #5 ROW #7: SMOKE: DETECTOR #6 ROW #7 SMOKE DETECTOR' ROW #7 SMOKE DETECTOR #10 - ROW #7 SMOKE DEFECTOR #12 Fa I I ING ROOMS SMOKE M I; -LING ROOMS SMOKE ROW #8: SMOKE DETECTOR #2 ROW #8 SMOKE DETECTOR #4 - ROW #8 SMOKE DETECTOR -45 ROW #8 SMOKE DEFECTOR: #9 OFFICE ROOM 2133 SMOKE DEI tCTOR-- TARGET LOUNGE HALL WAY SMOKE DETECTOR WIRING METHODS ENCLAVE: ROOM 216 SMOKE DETECTOR: CONFERENCE ROOM 209 SMOKE DETECTOR TO CONTROL ELECTROSTATIC DISCHARGE, USE OF WRIST STRAPS OR OTHER GROUNDING METHODS IS MANDATORY PRIOR TO TOUCHING ELECTRONIC EQUIPMENT. CORRECT CORRECT OUT IN '-= OUT CORRECT INCORRECT SWING ROOM::203 SMOKE DETECTOR DTL ROOM 242 SMOKE DETECTOR -HRBP ROOM 20-4, SMOKE: DETECTOR REAR CIRCULATION SMOKE -TM—MOTOR' EVIDENCE LOCKUP ROOM SMOKE STOCK 48, SMOKE #1: STOCK 148 SMOKE #2 STOCK 148. SMOKE 43 STOCK 148 SMOKE #4 WIRING METHODS STOCK 148 SMOKE 46 STOCK 148 SMOKE #8 TAR REAR OFFICE ABOVE CHUNG HEAT DE I tCIUR #3 REAR OFFICE ABOVE CHUNG HEAT:DETE(. OR #4 BRADY TAG INPUTMODULE IGONTROLRELAY • -ZONE NAME WIRE BRADY TAG 0 DEVIC T-0627 301 STRANDER BLVD T•UKXWILA, WA.. 98188 TO NEXT DEVICE SHUTDOWN -RTU #5: SHUTDOWN RTU #7: - MAIN ENTRANCE ADDRESS / CIRCUIT NUMBER A136 = DEVICE ADDRESS C8 = STROBE NUMBER 8 S242 = SECURITY ZONE 42 WIRE TAGGING DIAGRAM VOLTAGE 24 (+) 24 (-) DATA (+) DATA (-) DEVICE PP = POPIT PWR = POWER SD = SMOKE DETECTOR F = FIRE ALARM PULL TS = TAMPER SWITCH FS = FLOW SWITCH SS = SECURITY SWITCH B = BELL SIIUTDOWN RTU #10: TRASH'COMPACTOR CONTROL RELAY ARE SUPPRESSION SYSTEM FOOD' AREA LINE OF BUSINESS: SECURITY -SURVEILLANCE -INTEGRATION FOR INSTALLATION AND TECHNICAL SUPPORT, CONTACT: FIRE '11,CH SUPPORT @ 1-800-244-6967 ANY CHANGES TO THE SYSTEM MUST BE APPROVED BY: MARK SNODGRASS @ 1-800-872-9575 S = STROBE SH = STROBE HORN EOL = END OF LINE DH = SHUTTER RT = REMOTE STATION DC= DOOR CLOSURE SP = SURGE PROTECTOR RISER 41 TAMPER: FIRE A T . A RM SYSTEM UNUSED RE POFNT- NAC POWER SUPPLY -#1 NAC POWER SUPPLY #3 NAC POWER SUPPLY -#4 Iii -ZING ROOM- PULL STATION PAID MAY 20 2811 TUKWILA FIRE 7�Z�IDc� JOB #: NI -0003029 DRAWN BY: T.L.B CHECKED BY: M.J.S SHEET NUMBER DATE: 5/6/11 WIRE LEGEND LINE TYPE WIRE TYPE WIRE DESCRIPTION A 2C 14GA FPLP TWISTED ADDRESSABLE (SLC) LOOP & REMOTE LED'S -Et N/A 2C 14GA-rrLr TWISTED 24VDC RCSCTTADLC POWER C --- • - ............... 2C 14GA FPLP TWISTED 24VDC NON-RESETTABLE POWER - ....... -D-N/A 4C 18GA FPLP REMOTE TEST STATION CIRCUITS E - • 2C 12GA FPLP NOTIFICATION APPLIANCE CIRCUIT (HORN/STROBES) • - - - - - F 2C 16GA FPLP SHIELDED ANNUNCIATOR DATA - REQUIRES 2C FOR DATA FEED, AND ANOTHER 2C FOR DATA RETURN. POWER WILL BE A SEPARATE CIRCUIT - - - f3'_ N/A 2C 14GA TI IWN OUTDOOR CABLING (UL LISTED FOR WET LOCATION€) RUN IN CONDUIT. SOLID CONDUIT BY_ELECTRICAL CONTRACTOR. • / TO/FROM TO/FROM HEAT HEAT DETECTOR DETECTOR AB:OVI. ABOVE T t.7r11L1-D00 L1 -D0;07 L1417047 0-D1031 DEVICE ADDRESS NOTE: D = ADDRESSABLE DETECTOR (SPOT TYPE SMOKE AND HEAT DETECTORS). MAXIMUM OF 159 "D" ADDRESSES PER ADDRESSABLE LOOP. M = ADDRESSABLE MODULE (MONITOR MODULES, CONTROL RELAYS, AND ADDRESSABLE PULL STATIONS). MAXIMUM OF 159 "M" ADDRESSES PER ADDRESSABLE LOOP. ChecOolnt CHECKPOINT SYSTEMS, INC. 8180 UPLAND CIRCLE CHANHASSEN, MN 55317 1-800-457-6298 A WIRE #1 LOOP #1- M064 RISER #1 WATER FLOW M068 RISER #3 WATER FLOW ► M665 RISER #1 TAMPER ► M067 RISER #2 TAMPER ► M069 RISER #3 TAMPER ► M070 CHECK GATEVlALVE ► M071 CHECK GATEVALVE #2 THIS DRAWING AND THE ACCOMPANYING WRITTEN MATERIALS ARE THE EXCLUSIVE PROPERTY OF CHECKPOINT. POSSESSION OF THIS DOCUMENT OR ANY WRI I-1'EN MATERIALS DOES NOT CONVEY ANY RIGHT TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO PRODUCE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC PRIOR WRI IIEN AUTHORIZATION OF CHECKPOINT IS STRICTLY FORBIDDEN. ISSUE DESCRIPTION ORIGINAL ISSUE DA'1i 5/6/11 FOR MORE DETAIL WATER SERVICE ROOM DETAIL - LOOP 1 NOT TO SCALE L1 -D095 L1 -D090 L2 -D139 L2 -D138 L2 -D137 L2 -D135 L1 -D006 M085 NAC POWER SUPPLY:*TROUBLE: M084 NAC POWER SUPPLY #3 TROUBLE! M083 NAC POWER SUPPLY #2 TROUBLE! $JOCK L1 -D093 lLtD091 L2 -D142 ®L2 -D143 L1 -D094 L2 -D121 172-D125 E)..123 TOJ-IE 1 TO HEAT 1 ,DETECTOR DETECTORS ABOVE ABOVE ii L2 -1D120--0 0 [1M041 R 108...----- L1 -D111 L1 -D110 TO FCP L2 -D097 L2 -D098 L2 -D099 L2 -D100 L2 -D101 ®L2 -D102 L2 -D103 L2 -D104 L2 -D105 C ®L2 -D106 L2 -D107 L1 -D113 L1 -D114 L1-D115'!l RTU -11 ©M035 RTU -12 M036 RTU -13 M037 L2 -D083 L2 -D084 L2 -D085 L2 -D086 L2 -D087 L2 -D088 L2 -D089 L2 -D090 0 L2 -D091 A M038 m L2 -D092 0 L2 -D093 C WIRE #302 ANNUNCIATOR POWER F WIRE #301 ANNUNCIATOR DATA FEED L2 -D070 L2 -D071 L2 -D074 ®L2 -D075 �L2-D076 L2 -D077 L2 -D078 0 L2 -D080 0 L2 -D081 L2-D060 L2 -D061 L2 -D062 0L2 -D063 L2 -D066 L2 -D068 `ROW #5 ALL SMOKE DETECTORS AND HEAT DETECTORS SHOWN ON THIS DRAWING ARE LOCATED AT THE SUSPENDED CEILING LEVEL. WHERE NO SUSPENDED CEILING EXISTINGS, THE DETECTORS WILL BE LOCATED AT THE CEILING DECK LEVEL. -L1-D078 -1.1=13079— 0 LI -D080 0 t1 -D082 0 L1 -D083 - L1=D084- L1 -D087 - L1 -D067 L1 -D068 L1 -D070 L1-D071 L1 -D072 RTU -4 '11ZIR M028 L1 -D073 RTU -5 `"--QM029 L1 -D074 L1 -D075 L1 -D076 0 L14D077 RTU -6 ©M030 L1 -D055 L1 -D056 L1 -D057 L1 -D058 ! L1 -D059 II Ca L1 -D060 L1 -D061 L1 -D062 L1 -D06 0 L1 -D064 0 L1 -D065 L1 -D939 [1-D040 L1 -D042 RTU -2 L1 -D043 i . L1 -D044 L1 -D045 L1 -D046 L1 -D047 m L1 -D048 L1 -D050 L1 -D002 TO CONTROL ELECTROSTATIC DISCHARGE, USE OF WRIST STRAPS OR OTHER GROUNDING METHODS IS MANDATORY PRIOR TO TOUCHING ELECTRONIC EQUIPMENT. -i; M082 NAC POWER SUPPLY #1 TROUBLE FIRE/HVAC SYSTEM PLAN -LOOP 1 & 2 SCALE: 1/16"=11-0" A WIRE #1 LOOP #1 TARS I'.T T-062-7 301 ST'R.AN17►ER 13ILVT7 TTJKWILA, WA 98188 L1 -D005 ,L1 -D020 LINE OF BUSINESS: SECURITY -SURVEILLANCE -INTEGRATION FOR INSTALLATION AND TECHNICAL SUPPORT, CONTACT: FIRE TECH SUPPORT @ 1-800-244-6967 ANY CHANGES TO THE SYS1EM MUST BE APPROVED BY: MARK SNODGRASS @ 1-800-872-9575 , L1--Dp12 L1=D014 .L1. -DOT -7 FIRE ALARM SYSTEM MEZZANINE FIRE ALARM SYSTEM PLAN -LOOP 1 SCALE: 1/16" = 1' -0" ELECTRICAL DISTRIBUTION CENTER -LOOP 1 SCALE: 1 /16" = 1' - 0" JOB #: NI -0003029 DRAWN BY: T.L.B SHEET NUMBER: CHECKED BY: M.J.S FA1 DATE: 5/6/11 -B. N/A WIRE LEGEND LINE TYPE WIRE TYPE WIRE DESCRIPTION 2C 14GA FPLP TWISTED ADDRESSABLE (SLC) LOOP &REMOTE LED'S P''ftS-TED- 111111=11111 MI MINION' .®..o. --- Es -D- N/A 2C 14GA FPLP TWISTED 24VDC NON-RESETTABLE POWER 4C 180A FPLP 2C 12GA FPLP N/A 2C 16GA FPLP SHIELDED NOTIFICATION APPLIANCE CIRCUIT (HORN/STROBES) ANNUNCIATOR DATA - REQUIRES 2C FOR DATA FEED, AND ANOTHER 2C FOR DATA RETURN. POWER WILL BE A SEPARATE CIRCUIT SEE FOR MORE DETAIL LL`s • O 134 I FROF SMOKE pETECTOR BELOW .I .;FROM ;SMOKE - L MOKE ETECT DR t ETECTOR BELOW BEf_OJtiL� J..';I -184 1-D098 1 1 LICE i 83 LA 8 L1=6697 -FROM I SMOKE DETECTOR \ I BELOW WIRE #11 LOOP #1 FROM SMOKE DETECTOR r• �/- ! COO ER i'A LOOP #1 7.1 3,3 : I ,1-.-1i I' • — - -D049 • !,1 lO.., DEVICE ADDRESS NOTE: D = ADDRESSABLE DETECTOR (SPOT TYPE SMOKE AND HEAT DETECTORS). MAXIMUM OF 159 "D" ADDRESSES PER ADDRESSABLE LOOP. M = ADDRESSABLE MODULE (MONITOR MODULES, CONTROL RELAYS, AND ADDRESSABLE PULL STATIONS). MAXIMUM OF 159 "M" ADDRESSES PER ADDRESSABLE LOOP. I H M EN • LO NGE L • z.2 r.r A WIRC #2 L000 #2 .zm u I 6e J `•,L2 -D147 STRICT L2 -D146 1_i FROM ' SMOKE'•, ''DETECTO.R s. FROM SMOItE. /- TOR'DETEC'- BELOW G A 2 WIRE #2 LOOP #2 -R_ 09 I FROM SMOKE DETECTOR BELOW. A WIRE #2 LOOP #2 1 / • FROM . SMOKE DETEOTOR BEL S; 21:3 1 L2 -D040 L2 -D050 • 0.1 L2 -D041 L2 -D031 1 L2D022 i L2 -D032 L2 -D023 L2 -D051 L2 -D052 rekv L2 -D053 L2 -D055 L2 -D056 L2 -D057 --TO-SMOKE--- DETECTOR BELOW 1 SEE ROW #5 • L2 -D042 L2 -D033 L2 -D024 • O1 L2 -D043 • L2 -D044 • L2 -D034 L2 -D035 rtkv L2 -D025 /1 01 • 01 L2 -D045 • 01 L2 -D036 • 01 L2 -D026 _ ___ _ _. L2 -D027 i L2 -D046 • L2 -D037 L L2D028 •• 01 , .Y2 -D013 01 —REMOTE LED LOCATED'] AT SUSPENDED CEILING LEVEL, DIRECTLY BELOW THE HEAT DETECTOR (TYP.) BOTH HEAT DETECTOR AND REMOTE LED WILL BE LEBELED WITH THE POINT ADDRESS OF THE HEAT DETECTOR (TYP.) L2 -D047 • 11 01 • L2 -D038 L2 -D029 L2 -D048 RAW #3 v,. ,-••• I L2 -D015 L2 -D016 L2 -D018 L2 -D019 R A . L2 -D020 26 . L2 -D021 Dlt • 1 a -poll -/ 1 �' > 119 L2 -D010 / IP • .000 (i) HEAT DETECTOR SYSTEM PLAN - ABOVE CEILING - LOOP 2 TL It CONE - do L2 -D003 Li.L2-Ir 6 MEZZANINE HEAT DETECTOR SYSTEM PLAN - ABOVE CEILING - LOOP 2 SCALE: 1/16" = 1' -0" A WIRE #2 LOOP #2 ?HARM Y ROW #1 FOR MORE DETAIL ALL HEAT DETECTORS SHOWN ON THIS DRAWING ARE LOCATED AT THE CEILING DECK LEVEL, ABOVE SUSPENDED CEILING AREAS. ELECTRICAL DISTRIBUTION CENTER - LOOP 2 SCALE: 1/16" = 1' - 0" • ChecOokfl CHECKPOINT SYSTEMS, INC. 8180 UPLAND CIRCLE CHANHASSEN, MN 55317 1-800-457-6298 THIS DRAWING AND THE ACCOMPANYING WRITTEN MATERIALS ARE THE EXCLUSIVE PROPERTY OF CHECKPOINT. POSSESSION OF THIS DOCUMENT OR ANY WRITTEN MATERIALS DOES NOT CONVEY ANY RIGHT TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO PRODUCE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC PRIOR WRITTEN AUTHORIZATION OF CHECKPOINT IS STRIC I LY FORBIDDEN. ISSUE DESCRIPTION DATE 5/6/11 TO CONTROL ELECTROSTATIC DISCHARGE, USE OF WRIST STRAPS OR OTHER GROUNDING METHODS IS MANDATORY PRIOR TO TOUCHING ELECTRONIC EQUIPMENT. fr_Ps,_1- LINE OF BUSINESS: SECURITY -SURVEILLANCE -IN i EGRATI ON FOR INSTALLATION AND TECHNICAL SUPPORT, CONTACT: FIRE TECH SUPPORT @ 1-800-244-6967 ANY CHANGES TO THE SYSTEM MUST BE APPROVED BY: MARK SNODGRASS @ 1-800-872-9575 FIRE ALARM SYSTEM JOB #: NI -0003029 DRAWN BY: T.L.B CHECKED BY: DATE: 5/6/11 SHEET NUMBER: FA2 ChecOokt.'r CHECKPOINT SYS1 EMS, INC. 8180 UPLAND CIRCLE CHANHASSEN, MN 55317 1-800-457-6298 THIS DRAWING AND THE ACCOMPANYING WRITTEN MATERIALS ARE THE EXCLUSIVE PROPERTY OF CHECKPOINT. POSSESSION OF TIIIS DOCUMENT OR ANY WRITTEN MATERIALS DOES NOT CONVEY ANY RIGHT TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO PRODUCE, USE OR SFLI ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC PRIOR WRI 1-IEN AUTHORIZATION OF CHECKPOINT IS STRICTLY FORBIDDEN. \. / WIRE -#35' WIRE #35 75cd Q! .-Y / WP i (J'i r"- 1 1 " 5cd 15CdiAiN CKT-2 POWER -::..-. EOL 1 5cd; L i. AN POWER SUPPLY #2, #3-ANQ 4 CKT-4 aWE R _ SUPPLY #3 WIRE #352 - 15cd COOLER 15cd c CKT-3 POWER SUPPLY EOL I 7.737 115cd 115cd 115cd 115cd [S]c 115cd 30�d c 115cd „.1 .�v;;t115cd - TO i. I AN ,, P.S #2 o-_ 1-154 CKT-1 EOL) I c 115cd POWER SUPPLY #2 CKT-1 SUPPLY #3 EOL I 4 �c 115cd .S #3 115cd 21 NOTIFICATION APPLIANCES WERE INSTALLED IN THIS AREA IN 2010 AS PART OF THE BUILD OUT OF THIS OFFICE AREA. MAINTAIN EXISTING NAC CIRCUIT AND MOVE OVER TO THE NEW IRE ALARM SYSTEM. NOTE ALL HORN/STROBE AND STROBE LOCATIONS ON THE AS -BUILT DRAWINGS INCLUDING CANDELA OF EACH STROBE AND MOUNTING ORIENTATION (WALL OR CEILING). 9 VIVRE #349 CKT-2 EOL" c 115cd ,?WER SUPPLY #2 115cd CKT-3 115cd EOLI SUPPLY #2' CKT-4 POWER SUPPLY #2 [q]c 115cd c 115cd 1 1 1 1- 1 1 - 115cd VVIRE #345 V115cd WIRE #346 E VVIRE #340 NAC OUTPUT BETWEEN POWER SUPPLIES WIRE #343 WIRE #344 Eic 115cd VVIRE #342 150 c CKT-4 POWER SUPPLY #1 EOLI 169 I POWER SUPPLY #1 / HORN/STROBE SYSTEM PLAN E(TYPICAL) MEZZANINE HORN/STR613-E SYSTEM PLAN SCALE: 1/16" = 1' - 0" POWER SUPPLY #1 WORST CASE VOLTAGE DROP WIRE #347 (2C 12GA FPLP) NUMBER OF DEVICES TOTAL CURRENT (AMPS) WIRE LENGTH (FEET) WIRE SIZE (AWG) VOLTAGE DROP (VDC) WIRE LEGEND LINE TYPE WIRE TYPE WIRE DESCRIPTION A 2C 14GA FPLP TWISTED ADDRESSABLE (SLC) LOOP & REMOTE LED'S -B- N/A 2C 146 24VDC RCSCTTADLC POWER C ....... - •-.. 2C 14GA FPLP TWISTED 24VDC NON-RESETTABLE POWER - ® - ®- ® - -D-N/A 18GA FPLP CIRCUITS 4C REMOTE TEST STATION E — • • — —• 2C 12GA FPLP NOTIFICATION APPLIANCE CIRCUIT (HORN/STROBES) — F — — 2C 16GA FPLP SHIELDED ANNUNCIATOR DATA - REQUIRES 2C FOR DATA FEED, AND ANOTHER 2C FOR DATA RETURN. POWER WILL BE A SEPARATE CIRCUIT — NSA 2C 14GA THWN SOLID RUN IN CONDUIT. OUTDOOR CABLING (UL LISTED FOR WET LOCATIONS) CONDUIT BY ELECTRICAL CONTRACTOR. \. / WIRE -#35' WIRE #35 75cd Q! .-Y / WP i (J'i r"- 1 1 " 5cd 15CdiAiN CKT-2 POWER -::..-. EOL 1 5cd; L i. AN POWER SUPPLY #2, #3-ANQ 4 CKT-4 aWE R _ SUPPLY #3 WIRE #352 - 15cd COOLER 15cd c CKT-3 POWER SUPPLY EOL I 7.737 115cd 115cd 115cd 115cd [S]c 115cd 30�d c 115cd „.1 .�v;;t115cd - TO i. I AN ,, P.S #2 o-_ 1-154 CKT-1 EOL) I c 115cd POWER SUPPLY #2 CKT-1 SUPPLY #3 EOL I 4 �c 115cd .S #3 115cd 21 NOTIFICATION APPLIANCES WERE INSTALLED IN THIS AREA IN 2010 AS PART OF THE BUILD OUT OF THIS OFFICE AREA. MAINTAIN EXISTING NAC CIRCUIT AND MOVE OVER TO THE NEW IRE ALARM SYSTEM. NOTE ALL HORN/STROBE AND STROBE LOCATIONS ON THE AS -BUILT DRAWINGS INCLUDING CANDELA OF EACH STROBE AND MOUNTING ORIENTATION (WALL OR CEILING). 9 VIVRE #349 CKT-2 EOL" c 115cd ,?WER SUPPLY #2 115cd CKT-3 115cd EOLI SUPPLY #2' CKT-4 POWER SUPPLY #2 [q]c 115cd c 115cd 1 1 1 1- 1 1 - 115cd VVIRE #345 V115cd WIRE #346 E VVIRE #340 NAC OUTPUT BETWEEN POWER SUPPLIES WIRE #343 WIRE #344 Eic 115cd VVIRE #342 150 c CKT-4 POWER SUPPLY #1 EOLI 169 I POWER SUPPLY #1 / HORN/STROBE SYSTEM PLAN E(TYPICAL) MEZZANINE HORN/STR613-E SYSTEM PLAN SCALE: 1/16" = 1' - 0" POWER SUPPLY #1 WORST CASE VOLTAGE DROP WIRE #347 (2C 12GA FPLP) NUMBER OF DEVICES TOTAL CURRENT (AMPS) WIRE LENGTH (FEET) WIRE SIZE (AWG) VOLTAGE DROP (VDC) TOTAL VOLTAGE DROP IN CIRCUIT: 3.49 VDC TOTAL PERCENTAGE LOSS IN CIRCUIT: 14.55% OPERATING VOLTAGE AT LAST DEVICE: 20.51 VDC MINIMUM OPERATING VOLTAGE: 20.4 VDC BASED ON A 24VDC CIRCUIT OPERATING AT 77° (F) CALCULATION IS BASED ON THE FOLLOWING FORMULA: V (VOLTAGE DROP) = I (CURRENT AMPS) X R (RESISTANCE OHMS) THIS CALCULATION IS BASED ON THE POINT-TO-POINT METHOD WITH THE ENTIRE LOAD (AMPS) DIVIDED OVER THE TOTAL LENGTH OF THE CIRCUIT. CURRENT DRAW FOR ALL SYSTEM SENSOR SPECTRALERT ADVANCE NOTIFICATION APPLIANCES SHOWN BELOW IS AT THE UL MAX PER THE MANUFACTURER'S DATA: CURRENT DRAW (AMPS) FOR THE PC2W: 115cd HORN/STROBE - .218 SCW: 115cd STROBE - .210 WORST CASE VOLTAGE DROP NOT TO SCALE ELECTRICAL DISTRIBUTION CENTER SCALE: 1/16" = 1' - 0" ISSUE DESCRIPTION DATE 5/6/11 TO CONTROL ELECTROSTATIC DISCHARGE, USE OF WRIST STRAPS OR OTHER GROUNDING METHODS IS MANDATORY PRIOR TO TOUCHING ELECTRONIC EQUIPMENT. LINE OF BUSINESS: FOR INSTALLATION AND TECHNICAL SUPPORT, CONTACT: FIRE '1ECH SUPPORT @ 1-800-244-6967 ANY CHANGES TO THE SYSTEM MUST BE APPROVED BY: MARK SNODGRASS @ 1-800-872-9575 FIRE ALARM SYSTEM JOB #: NI -0003029 DRAWN BY: T.L.B CHECKED BY: M.J.S DATE: 5/6/11 SHEET NUMBER: FA3 a < WOOD BEAM ^may WOOD BEAM FIRE ALARM CABLES LOW VOLTAGE CABLE SUPPORT DETAIL OPEN CEILING - PERPENDICULAR TO BEAM DO NOT INSTALL ANY CABLES ABOVE THE TOP CHORD OF BEAMS OR IN THE FLUTE OF THE ROOF DECKING J -HOOK SECURED TO WOOD BEAM (TYP.) ///////////// A FIRE ALARM CABLES 5' MAX. LOW VOLTAGE CABLE SUPPORT DETAIL OPEN CEILING - PARALLEL TO BEAM CEILING GRID SUPPORT WIRE DO NOT INSTALL ANY CABLES ABOVE THE TOP CHORD OF BEAMS OR IN THE FLUTE OF THE ROOF DECKING WOOD BEAM J -HOOK SECURED TO WOOD BEAM (TYP.) WOOD BEAM �\ • I (\1 J -HOOK TIE WIRE SECURED TO WOOD BEAM TIE WIRE TIE WIRE FIRE ALARM i- CABLES J -HOOK SECURED /71 TO TIE WIRE WOOD BEAM DO NOT INSTALL ANY CABLES ABOVE THE TOP CHORD OF BEAMS OR IN THE FLUTE OF THE ROOF DECKING J -HOOK SECURED TO WOOD BEAM (TYP.) CEILING GRID SUPPORT WIRE LOW VOLTAGE CABLE SUPPORT DETAIL SUSPENDED CEILING - PERPENDICULAR TO BEAM CEILING GRID SUPPORT WIRE SUSPENDED CEILING GRID J -HOOK TIE WIRE.<>/// SECURED TO WOOD /BEA////M` TIE WIRE FIRE ALARM CABLES J -HOOK SECURED TO TIE WIRE 5' MAX. TIE WIRE LOW VOLTAGE CABLE SUPPORT DETAIL SUSPENDED CEILING - PARALLEL TO BEAM CABLE SUPPORT GENERAL NOTES: 1) ALL FIRE ALARM CABLES WILL BE SUPPORTED BY J -HOOKS. DO NOT INSTALL ANY CABLES ABOVE THE TOP CHORD OF BEAMS OR IN THE FLUTE OF THE ROOF DECKING WOOD BEAM J -HOOK SECURED TO WOOD BEAM (TYP.) CEILING GRID SUPPORT WIRE SUSPENDED CEILING GRID 2) J -HOOKS MUST BE SPACED A MAXIMUM OF 5' APART WHEN RUNNING PARALLEL TO THE BEAMS, OR AT EVERY BEAM WHEN RUNNING PERPENDICULAR TO THE BEAMS. 3) IN OPEN CEILING AREAS, J -HOOKS MUST BE SECURED TO THE WOOD BEAMS. IN SUSPENDED CEILING AREAS, J -HOOKS MUST BE SECURED TO THE WOOD BEAMS OR MUST BE HUNG FROM TIE WIRES. 4) FOR J -HOOKS SUPPORTED BY TIE WIRES, THE TIE WIRES MUST BE INDEPENDENT FOR FIRE ALARM J -HOOKS ONLY. NOTHING OTHER THAN FIRE ALARM CABLES CAN BE SUPPORTED BY FIRE ALARM TIE WIRES. 5) FIRE ALARM J -HOOKS CANNOT BE ATTACHED TO TIE WIRES FOR ANY OTHER COMPONENTS (SUCH AS CONDUITS, CEILING GRID, OR OTHER DEVICES, ETC...). 6) DO NOT INSTALL ANY CABLES ABOVE THE TOP OF BEAMS OR IN THE FLUTE OF THE ROOF DECKING. 7) MAINTAIN A MINIMUM OF 3" OF SEPARATION FROM ALL DATA CABLES AND HIGH VOLTAGE CIRCUITS (LIGHT AND POWER). 8) WHEN TIE -WRAPPING A CABLE BUNDLE TO J -HOOKS, BE SURE TO LEAVE ENOUGH SLACK IN THE CABLES AND THE TIE -WRAP TO ALLOW THE CABLES TO MOVE WITH THE BUILDING DUE TO SHIFTING AND SETTLING. WRE #352 2C 12GA FPLP WRE #351, 2C 12GA FPLP LOW VOLTAGE CABLE SUPPORT DETAILS NOT TO SCALE POWER SUPPLY HARD WRED TO 120 VAC BY ELECTRICIANS ON SITE WRE #350 2C 12GA FPLP POWER SUPPLY HARD WIRED TO 120 VAC BY ELECTRICIANS ON SITE POWER SUPPLY HARD WIRED TO 120 VAC BY ELECTRICIANS ON SITE ALTRONIX AL1042ULADA NAC POWER SUPPLY #3 WRE #349 2C 12GA FPLP [g-r-E4f6g-- 115GdC 115cdC 115WC 11501C 11501C 115!C 1100dC EOL CKT-4 - -�-�- -� " t� -1E- {EOL CKT-3 75cl-,- 15c1 G` 7501 C 15cd `` 15cd `` 75ed G` 15cd C 3001 C 7501 `+ 75cd G` 15cd c 1501 `' kk6E4:(-)[-KA- 15cd C 30cd C 1151 C 11501 C 11501 C 15cd C 1501 C CKT-2 IO -E-E -E -IEOL CKT-1 11501 C 115`1 C 11501 C 11501 c 1501 c 15cd c 115cd C 115`d C 1151 C 11501 POWER SUPPLY HARD WIRED TO 120 VAC BY ELECTRICIANS ON SITE +BATTERY BATTERY `�IIIIIIGROUND 12V7.0Ah 12V714h WRE #340 2C 12GA FPLP NAC OUTPUT BETWEEN PWR. SUPPUES IAV PSI ALTRONIX AL1042ULADA NAC POWER SUPPLY #2 WRE #348 2C.12GA FPLP WRE #347 2C 12GA FPLP WRE #346 2C 12GA FPLP WRE #345 2C 12GA FPLP 115W C 11501 C 115cd C 115cd C 11501 C -I-IEOL 115cdC 1151C 1151 C rf IY� I, 115cdC 11501C 1151`+ 1151(++ 11501 c 115cdC 115cdC 11501C L_ BAI 1 mil(BATTERY IIIIIIGROUND 12V 7.0Ah 12V "Ph WRE #344 2C 12GA FPLP ALTRONIX AL1042ULADA NAC POWER SUPPLY #1 WRE #343 2C 12GA FPLP WRE #342, 2C 12GA FPLP WRE #341 2C 12GA FPLP EOL IM MZS� �'�-1M-EOL 115cd C 11501 C 11501 C 11501 C 11501 C 11501 C 11501 C 1151 C `-1111111GROUND BATTERY BATTERY 12V 7.0111 12V 7.0Ah CKT-4 CKT-3 CKT-2 - --EOL CKT-1 115W C 11501 C 11501 C 11501 C 115`1 C 115x1 C 11501 C 11501 C I -E-I-Ig-EOL CKT-4 11501 C 115W C 115.' C 1151 C 11501 C 75.1 C 3001 C 1501 C 3°W C 30cd C 15cd C 15cd C 1501 C 1501 C 151 C 1501 C 15'd C 1501 C 15'd C 115c1 C 11501 C CO Et-- -EOL 75W C 15cd C 1500 C 15cd C 5cd C iY 441.:JE( 3000 CKT-2 rig 30cd EOL CKT-1 CKT-3 IAV7ss1 ALTRONIX AL1042ULADA NAC POWER SUPPLY #4 WIRE #353 2C 12GA FPLP *BATTERY- BATTERY BATTERY IIIIIIGROUND 12V "Ah 12V 7.0Ah POWER SUPPLY HARD WRED TO r 120 VAC BY ELECTRICIANS ON SITE 1 OFFICE AREA HORN/STROBES, EXISTING NAC CIRCUIT INSTALLED IN 2010. FIELD VERIFY ALL EXISTING STROBES AND HORN/STROBES. SEE NOTE ON SHEET FA3 GROUND TO REMOTE MONITORING STATION 4b 4'0 RJ45 NETWORK JACK w RJ31X PHONE JACK FIRE LITE MS-96000DLS CONTROL BATTERY 12V 18.0Ah FEE/ WIRE #301 2C 16GA FPLP SHIELDE ANNUNCIATOR DATA RETURN/ BATIERY 12V 18.0Ah LOOP2 RE #2 2C 14GA FPLP TW STED FIRE LITE MS-96000DLS CONTROL PANEL 12GA SOLID COPPER GREEN 11E TO SOLID GROUND - COLD WATER PIPE OR BUILDING STEEL (IF USING A COLD WATER PIPE, VERIFY THAT THERE IS NO PVC PIPE BETWEEN THE GROUND CLAMP CONNECTION AND GROUND) 4.7K 4.7K Miro L ® 0 0 0 O 0 0© O 0 O 0 00 O 0 O 0 CO 0 0 00 CO O 0 O 0 ©0 O 0 ®00 00® i7 0 0 113 WI% DAMPS meoulSertbal WOG CI WS 1.1. tallela, 6601016.110 nreror 99900 gl UR3NLa >w11 TRC, -c .WV' • O O O O ) ) ) 0 0 0 00 0 0 0 0 0 0 v v � FI 0 R O g [ip1<v> 0 06 �I O :3 g FOR LODE. 5 3 dt WELLIGEW LOOP W 3NNIECTCP(LOCATED p+6acx OF MM. F) RUGS \nosrA OGN98Wn.S YAMO 0 0 0 0 0000 DACT-UD2 DIALER BOLT PROTIE Mme'... GPANEL ADDRESSABLE SLC LOOP #1 i TO ADDRESSABLE DEVICES J3 S GROUNDING STUD FERRITE 1K EOL FERRITE 0� 0 �c 0 0e 0 0� § 02 0 0 -0g 0� 21 IPDACT-2UD 110 IPDACT-2UD MOUNTS IN THE FIRE PANEL CABINET ON AN IPBRKT PROGRAMMING PORT NOT USED, THE IPDACT WILL BE PRE-PROGRAMMED WITH ALL OF THE PROPER IP ADDRESSES FIRE LITE BATTERY CABINET (BB -17F, BB -26, OR BB -55F) _Do) 12V BATTERY j±j(+) 12V BATTERY THE FIRE PANEL CAN CHARGE BATTERIES FROM 7AH-25AH. WHEN MOUNTING THE IPDACT INSIDE THE FIRE PANEL CABINET, A SEPARATE BATTERY CABINET IS NECESSARY TO HOUSE THE BATTERIES FOR THE FIRE PANEL (n RJ45 PATCH CABLE BY FIRE ALARM CONTRACTOR RJ45 JACK ETHERNET/INTERNET ALARM, SUPERVISORY. AND TROUBLE SIGNALS Y RJ31X JACK PHONE LINE SECONDARY ALARM, SUPERVISORY. AND TROUBLE SIGNALS V V TO REMOTE MONITORING STATION HONEYWELL HPFF12 12 AMP 24VDC POWER SUPPLY TO MfIIJaR MODULE POWER SUPPLY UNIT FACTORY WIRING HARNESS 47K DO NOT REMOVE THE GROUND STRAP THAT IS INSTALLED BETWEEN THE GROUND TERMINAL AND THE PANEL CABINET H G N IW00 TB2 6060 NO 0 NC 0 C NC AC FAIL TROUBLE LED7LEDB PWR ON AUX TRBL LEDS BATT TRBL LEDS GND FAULT TRBL LED4 SIG 4 TRBL LED3 SIG 3 TRBL LED2 SIG 2 TRBL LED1 SIG 1 TRBL Jt CHARGER NABLED. MUST DO NOTBE REMOVE THIS JUMPER RED + 24V PWR 0 BLK GROUND Q WHITE AC SENSE 8 7 6 5 4 3 2 1 8 B 8 B • m U 0 • Z BATT +- T81® + A+ A- jL1 I®®® 2 4 m 0 (0 w O £ 1 4 0 w 01 w 0'0 0 \l/ ON 183 REF+ REF - IN+ aU IN - OUT+ OUT IN+ IN - SIGNAL 1 SIGNAL 2- Ci 4.7K OL RJ31X PHONE CORD BY FIRE ALARM CONTRACTOR OUT+7 GROUND FAULT DETECTION MUST BE. ENABLED. DO NOT REMOVE THIS JUMPER J2 120V C BY ELECTRICAL CONTRACTOR ON DEDICATED BRANCH CIRCUIT (+) () [L III (+) 12V BATTERY HPFF12 CAN CHARGE BATTERIES FROM 7A1-I-26AH. CABINET CAN HOUSE TWO 18AH BATTERIES. IF LARGER BATTERIES ARE REQUIRED, A SEPARATE BATTERY CABINET WILL BE NECESSARY 4.7K RESISTOR 4.7K RESISTOR MAW 0 0 0 00 4.7K RESISTOR "N14b 0 0- 0 +0 0 4.7K RESISTOR 0 + 0 0 12V BATTERY 1ST POWER SUPPLY IN-LINE u /1 01 1.1 R1 1.1 h1 I1 I1 I1 I1 /1 11 • • • • • • • • • • • • SYSTEM SENSOR HORN/STROBES 900T® ss NTEl11GB1i t SLC-2LS EXPANDER MODULE INSTALL THE SLC-2LS IN ACCORDANCE WITH THE STEPS IN THE MS-96000DLS MANUAL J3 SLC-2LS CONNECTS TO J3 ON MAIN BOARD 14/2 UNSHIELDED WIRING FOR POWER ADDRESSABLE SLC LOOP #2 TO ADDRESSABLE DEVICES LCD -80F ANNUNCIATOR P2 00 00 0000000 7 6 5 4 3 2 1 IN & OUT SHIELDS MUST BE LEFT FLOATING LCD -80F ANNUNCIATOR LCD -80F ANNUNCIATOR P2 00 00 IN SHIELD MUST BE GROUNDED TO TERMINAL P2-7. OUT SHIELD MUST BE LEFT FLOATING 0000000 7 6 5 4 3 2 1 00 4 3 P1 P2 00 00 O ❑ z z 0 U IN SHIELD MUST BE GROUNDED TO TERMINAL P2-7. OUT SHIELD MUST BE LEFT FLOATING 0 U 0000000 7 6 5 4 3 2 yz ,T) yo W I W W 0000 4 3 1 P1 ` TO ADDITIONAL POWER SUPPLIES. 1M RE THIS CJ CIRCUIT INTO SIGNAL1 IN+/ - AND OUT OF SIGNAL1 OUT +/-. LAST POWER SUPPLY IN-LINE REQUIRES A RESISTOR ACROSS SIGNAL1 OUT ../.. TERMINALS 16/2 SHIELDED WIRING - FOR ANNUNCIATOR DATA FEED 16/2 SHIELDED WIRING FOR ANNUNCIATOR DATA RETURN SYSTEM SENSOR HORN/STROBE NOTE A SHORTING SPRING IS PROVIDED BETWEEN TERMINALS 2 & 3 (+ TERMINALS) OF THE MOUNTING PLATE TO ENABLE WIRING CHECKS AFTER THE SYSTEM HAS BEEN WIRED, BUT PRIOR TO INSTALLATION OF THE FINAL PRODUCT. IF THE SPRING IS FORCED IN TOO FAR BY HAND IT MAY NOT DISENGAGE WHEN THE FACE IS REMOVED, THUS COMPROMISING CIRCUIT SUPERVISION. MAKE SURE THIS SPRING IS FULLY DISENGAGED (PULLED UP) PRIOR TO INSTALLING THE HORN/STROBE FACE. MAKE SURE THE TWO VERTICAL METAL POSTS BETWEEN THE + TERMINALS HAVE A GAP BETWEEN THEM PRIOR TO INSTALLING THE HORN/STROBE FACE. THE FACE ITSELF WILL PUSH THE SPRING IN AND THE SPRING WILL DISENGAGE AUTOMATICALLY WHEN THE FACE IS REMOVED FOR PROPER CIRCUIT SUPERVISION. SEE THE FOLLOWING DETAILS: MAKE SURE THERE ISA GAP HERE PRIOR TO INSTALLING HORN/STROBE FACE MAKE SURE THE SHORTING SPRING IS PULLED UP PRIOR TO INSTALLING HORN/STROBE FACE SHORTING SPRING + TERM. + TERM. 2 3 IN OUT POST ON HORN/STROBE FACE WILL PUSH SPRING DOWN TO CONNECT THE TWO + TERMINALS TOGETHER + TERM. + TERM. 2 3 IN OUT HONEYWELL HPFF12 12 AMP 24VDC POWER SUPPLY TO MONITOR MODULE i000l POWER SUPPLY UNIT FACTORY WIRING HARNESS --C J 471( T132 ©:©0 NO C NC NO C NC AC FAIL TROUBLE 1508 PWRON 1507 AUX TRBL LED6 BATT TRBL LEDS GND FAULT TRBL LED4 SIG 4 TRBL LED3 SIG 3 TRBL LED2 SIG 2 TRBL LED1 SIG 1 TRBL O DO NOT REMOVE THE GROUND STRAP THAT IS INSTALLED BETWEEN THE GROUND TERMINAL AND THE PANEL CABINET H G N 000 8 7 6 5 4 3 2 1 B B m J¢ N wJ w w CHARGER MUST BE Jt NABLED. DO NOT REMOVE THIS JUMPER RED + 24V PWR BLK GROUND WHITE AC SENSE BATT TB1 A+ A- 11 01 w ▪ 03 411 0 0 0 • .ON w SIGNAL 1 - SIGNAL 2- REF+ REF- IN+ IN - OUT+ OUT IN+ IN - OUT+ OUT - TB3 .7K 01. 0 C=- 4.7K GROUND FAULT DETECTION MUST BE ENABLED. DO NOT REMOVE THIS JUMPER J2 (/ OL 120V C BY ELECTRICAL CONTRACTOR ON DEDICATED BRANCH CIRCUIT 12V BATTERY HPFF12 CAN CHARGE BATTERIES FROM 7A1 -1-26A14. CABINET CAN HOUSE TWO 18AH BATTERIES. IF LARGER BATTERIES ARE REQUIRED, A SEPARATE BATTERY CABINET WILL BE NECESSARY FL] r i (+) 4.7K RESISTOR +AYK +00 +0 0 0- 4.7K RESISTOR 4.7K 4.7K RESISTOR RESISTOR TO CMF -300 MODULES FOR WATERFLOW BELLS. AN END -OF -LINE RELAY IS REQUIRED ( AFTER THE LAST CMF -300 MODULE. SEE DETAIL 18/FA5 FOR MORE INFO. (-) 12V BATTERY LAST POWER SUPPLY IN-LINE CONTROL PANEL AND POWER SUPPLY WIRING DETAIL NOT TO SCALE ROW #1 ABOVE CEILING 11 1.1 0,1 11 1�1 PI 1,.1 1.1 11 1.1 • • • • • • • • • ROW #2 ABOVE CEILING 0 r4 0 0 0 0 0 0 u 0 0 0 0 1' 0 r4 0 0 r4 0 0 0 0 0 1.1 0 0 0 11 u ra 0 0 0 11 0 A 0 1.1 0 0 r3 0 \LOOP 1 WRE #1 2C 14GA FPLP TWSTED • NNNIMRE #302 2C 14GA FPLP UNSHIELDED ANNUNCIATOR POVVER F -I FRONT ENTRY DOORS ANNUNCIATOR FSA GUEST SERVICES ANNUNCIATOR FITTING ROOM ANNUNCIATOR FSA FSA TEAM SERVICE CENTER 1-- (VERIFY LOCATION ON SITE) CRISER DIAGRAM FM NOT TO SCALE • • • • co co co 42 I1 11 01 /1 /1 ON /.1 11 01 • • • • • • • • • ROW #3 ABOVE CEILING ROW #8 BELOW CEILING • 15 01 11 11 11 I1 01 11 0.1 P1 ROW #4 ABOVE CEILING ROW #7 BELOW CEILING ROW #1 BELOW CEILING 15 ROW #5 ABOVE CEILING ROW #6 BELOW CEILING ROW #2 BELOW CEILING 15 15 15 IN 01 IN It 01 ON II ft 01 ROW #5 BELOW CEILING 44 44 44 SYSTEM SENSOR HORN/STROBES ROW #3 BELOW CEILING 15 ROW #4 BELOW CEILING 15 15 15 HONEYWELL HPFF12 GENERAL NOTES NOTE #1: SET THE ROTARY DIAL ON THE HORN/STROBE APPLIANCES TO SETTING #1 FOR TEMPORAL HORN, HIGH db OUTPUT. NOTE #2: HORNS AND STROBES WILL BE CONTROLLED SEPARATELY OVER THE SAME PAIR OF WIRES BETWEEN THE CONTROL PANEL AND ALL NAC POWER SUPPLIES. NOTE #3: NAC OUTPUT 1 OF THE CONTROL PANEL MUST BE PROGRAMMED AS SYSTEM SENSOR SYNC. AND SI LENCABLE. NOTE #4: TERMINAL BLOCK TB4 - EACH NAC CIRCUIT (1L -4L) IS LIMITED TO 3 AMPS MAXIMUM. AUX POWER (A+/-) IS LIMITED TO 2 AMPS MAXIMUM. TOTAL CURRENT DRAW FROM TB4 IS LIMITED TO 12 AMPS TOTAL. NOTE #5: DIP SVVITCH SETTINGS FOR ALL POWER SUPPLIES (FOLLOVVER/PASS THROUGH MODE): 1 ON 2 ON 3 ON 4 ON 5 ON 6 OFF 7 ON 8 OFF LCD -80F ANNUNCIATOR GENERAL NOTES NOTE #1 THREE LCD -80F ANNUNCIATORS ARE SHOWN. SOME SYSTEMS MAY HAVE MORE OR LESS THAN THREE. MAINTAIN THE SHIELDED IN/OUT FEED AND RETURN VVIRING FOR ANNUNCIATOR DATA. NOTE #2 ANNUNCIATOR DATA SHIELDING GROUNDING: A) THE EIA -485 LINE ALLOWS THE FACP TO COMMUNICATE VVITH THE LCD -80F ANNUNCIATOR. THE SHIELD FOR THE EIA -485 LINE MUST BE CONNECTED TO EARTH GROUND AT THE FACP BUT MUST BE LEFT FLOATING (NO CONNECTION) AT THE ANNUNCIATOR IF IT IS THE FIRST OR ONLY DEVICE ON THE EIA -485 LINE. B) IF A SECOND ANNUNCIATOR IS CONNECTED, THE SHIELD LEAVING THE FIRST ANNUNCIATOR MUST BE LEFT FLOATING. THE SHIELD ENTERING THE SECOND ANNUNCIATOR MUST BE CONNECTED TO EARTH GROUND TERMINAL (P2-7) ON THE SECOND ANNUNCIATOR. C) IF ADDITIONAL ANNUNCIATORS ARE CONNECTED, THE SHIELD LEAVING EACH ENCLOSURE MUST BE LEFT FLOATING AND THE SHIELD ENTERING EACH MUST BE CONNECTED TO EARTH GROUND TERMINAL (P2-7) ON THE ANNUNCIATOR. D) TO GROUND THE SHIELDS FOR THE EIA -485 DATA LINE, CONNECT THE DATA OUT SHIELD TO TERMINAL "B" OF TB10 AND CONNECT THE DATA IN SHIELD TO TERMINAL "A" OF TB10. TB10 IS LOCATED INSIDE THE MS-920OUDLS CONTROL PANEL. NOTE #3 ONLY WORK ON THE ANNUNCIATOR WHEN IT IS POWERED DOWN. DONT APPLY POWER TO THE ANNUNCIATOR UNTIL IT IS 100% INSTALLED AND WIRED, VVITH THE BACK BOX GROUNDED. IF ADJUSTMENTS NEED TO BE MADE AFTER THE ANNUNCIATOR IS POWERED UP (SUCH AS CHANGING DIP SVVITCHES, ETC...), BE SURE TO POWER THE ANNUNCIATOR DOWN PRIOR TO WORKING ON IT. IPDACT-2UD GENERAL NOTES NOTE #1 THE IPDACT-2UD IS VERY POLARITY SENSITIVE. IF THE POLARITY IS REVERSED TO THIS MODULE, IT WILL BE DAMAGED. USE CAUTION AND OBSERVE POLARITY. NOTE #2 THE IPDACT-2UD WILL BE MOUNTED INSIDE THE PANEL CABINET ON AN IPBRKT. FOLLOW THE MANUFACTURER'S INSTRUCTIONS FOR INSTALLING THE IPBRKT AND IPDACT. NOTE #3 INSTALL FERRITES ON THE PHONE LINE AND POWER CIRCUITS FOR THE IPDACT-2UD. Chec*pokr CHECKPOINT SYS1EMS, INC. 8180 UPLAND CIRCLE CHANHASSEN, MN 55317 1-800-457-6298 THIS DRAWING AND THE ACCOMPANYING WRITTEN MATERIALS ARE THE EXCLUSIVE PROPERTY OF CHECKPOINT. POSSESSION OF THIS DOCUMENT OR ANY WRI 1 tEN MATERIALS DOES NOT CONVEY ANY RIGHT TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO PRODUCE, USE OR SFLI ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC STRIC 1 EY FORBIDDEN. ISSUE DESCRIPTION DATE 0 5/6/11 • • 12. MAY 0 9 2011 TO CONTROL ELECTROSTATIC DISCHARGE, USE OF WRIST STRAPS OR OTHER GROUNDING METHODS IS MANDATORY PRIOR TO TOUCHING ELECTRONIC EQUIPMENT. 30 -1 STat_461.11-1:)7Eit_ 131 -WD LINE OF BUSINESS: SECURITY -SURVEILLANCE -INTEGRATION FOR INSTALLATION AND TECHNICAL SUPPORT, CONTACT: FIRE 'i ECH SUPPORT @ 1-800-241 6967 ANY CHANGES TO THE SYSTEM MUST BE APPROVED BY: MARK SNODGRASS @ 1-800-872-9575 FIRE ALARM SYSTEM JOB #: NI -0003029 DRAWN BY: T.L.B CHECKED BY: M.J.S DATE: 5/6/11 SHEET NUMBER: FA4 Fire Lite -9604UDLS Panel Batter Calculations. STANDBY ALARM odel Quantity Each AMPS' Each AMPS Number Used Description Unit` Total Unit Total 9600 MS -9600 CPU 0.103 x Quant. 0.103' 0253 x Quant. 0.253 M MF -300 5 Monitor Module 0.0004 x Quant. 0.00200: 0.0004 x Quant. 0.00200 F 300-10 Monitor Module, 10 zone 0.0035 x Quant. 0.00350 0.06 x Quant. 0.06000 CRF -300 19, Relay Module 0.00027 x Quant. 0.00513 0.06 x Quant. 1 1400 CMF -300 NAC Module 0.00039 x Quant. 0.00039 x Quant. BG -12D( Addressable Pull Station 0.00023 x Quant. 0.00023 0.00023 x Quant. 0.00023 SD355 193 Photo Smoke Detector 0.0003 x Quant. 0,05790 0.0003 x Quant. 0.05790 H355R 69 Heat Detector 0.0003 x Quant. 0.02070 0.000: x uant. 0.02070 D35OPL Addressable Duct:Detector 0.0003 x Quant. 0.0003 x Quant. RTS451 KEY Duct Smoke Test Station 0'x. Quant. 0.0075 x Quant. LCD -80F 4 FireAn Annunciator (LCD) n ( } 0.025 x Quant. 0.10000 0.064 x Quant. 0.25600 NAG. 4 NAC Pwr Supply Trigger 0 013 xQ uant. 0.05200 0.013 x Quant. 0.05200 1300 16 Isoato I rModule 0.0004Quant. ua nt. x 0.00640 0.0004 x Quant. 0.00640 P2W Wall orn/Strobe, 11Ocd H 0 x Quant. 0.212. x Quant. SW Wall Strobe, 110cd 0 x Quant. 0.202. x Quant. P2RK Ueatherproof F/S,.11 d 0 x Quant. 0.212 x Quant. SRK. Weatherproof � Strobe. '110cd 0 x Quant. t 0.202 x Quant. DACT-UD2 Dialer 19 0,0 xuan Q t 0.019 0.026.x Quan 0.026 Dr.. Hold Door. Holder 0.08 8 x Quant. 0.08 x Quant:. RA. 00Z, 66 Remote LED C�: uanl 0.012 x Quant. 0.792 RIBUIC RIB Relay (fire shutter) 10.016...x Quant. 0.016 x Quart IPDACT-2UD Internet. Dialer 0.098 ,x Quant. 0.098 0.2 xx. Quant. 0.200 TOTAL B: 0.46786: TOTAL C 2.8662 6.0 amps ;max imun 6.0 amps maximum FORMULA FOR. NFPA 72 AMPERE HOUR CALCULATION: ( 0.46786 x 24 )+ ( 2.8662 x 1/12 ) + 20% = Column Hours Column 5 min. Contingency B Total C Total Factor Total A.H. requirements must not exceed A.H capacity of batteries. 13.76099 Total A. H Panel equipped with two 18 A.H. batteries fora total of 18 A.H. (at 24VDC) S-960: The M 0 Panel will charge batteries from 7 to 25 amphours. If larger batteries are 99 necessary,an auxiliarybatte char er (CHG-75 or CHG-120 and: battery cabinet will be rY 9 _ } required. Aseparate battery cabinet willbe necessary IPDACT fs mounted inthe panel cabinet HORN/STROBES POWER AMP CALCULATIONS AUDIONISUAL POWER SUPPLY#3 (12 AMP POWER REQUIREMENTS FOR THE AUDIO/VISUAL UNITS WILL BE THROUGH A 12 AMP HONEYWELL HPFF12 POWER SUPPLY/CHARGER (SEE SPECIFICATIONS BOOKLET.) I POWER. SUPPLY IS EQUIPPED WITH (2) 12VDC 7 AH BA I I TRIES. WITH A TOTAL BA f I CRY STANDBY OF 24VDC 7 AMP HOURS. ..................... WALL AND CEILING AUNT DRAW SAME CURRENT HPFF12 in Alarm. @ 0.272 AMP 1 0.272 AMPS 115cd Horn/Strobe 9 @ 0.2.18 AMP 1 1.962' AMPS 11Ocd Horn/Strobe 0 @ 0.212 AMP = j 0.000' AMPS 95cd Horn/Strobe 75cd Hom/Strobe 3 @ 0.194 AMP @ _ 0.176 AMP 0.000 AMPS 0.528 AMPS 30cd Horn/Strobe 2 @ 0.107 AMP 0.214 AMPS 15cd Horn/Strobe @ 0.079 AMP 1 0,316 AMPS 15/75cd Horn/Strobe ............................:.. ....... 0.09OAMP = 0.1)00 AMPS 115cd Strobe 9 @ 0.210 AMP 1.890 AMPS 110cd. Strobe @ 0.202 AM P 1 0.000 AMPS 95cd Strobe 0.181 AMP 0.000 AMPS 75cd Strobe 2. • 0.1.58 AM P 0.31.6 AMPS 30cd Strobe @ 0.094 AMP '1 0.000 AMPS 15cd Strobe 7 • 0.066 AMP 1 0..462 AMPS 15/75cd Strobe 0 @ 0.077AM!P j .0.000 AMPS Horn Temporal (High) 0 a") 0.O69AMP =1 0.000 AMPS TOTAL AMPS = 5.960: AMPS ( .075 X:.24 ) + ( 5.96 X1/12) PLUS 20% 2.756. AH'S IDLE: ALARM C5P IN) CONTINGENCY FACTOR Galcuiatlons Based on: Honeywell HPFF12 Power Supply System .Sensor SpetrAlert Advance. Horns and Strobes Horn/Strobe model #'s: P2R, P2VV, P2RK, PC2R, PC2VU, PC2RK Strobe model #`s: SR, SW SRK, SCR,. SCW, SCRK Horn model #'s: HR HW, HRK In the model #'s referenced above, "K" denotes "weatherproof' i Each output :of the HPFF12 power: supply is rated for 3.0 amps max.. All outputs combined cannot exceed 12 amps. Horn and Ho strobe current draws : are based on a temporal -3 horn at the high dBA setting The current draw of each appliance shown::abo is based on the UL MAX; current draw per the manufacturer's data 1_ 1 HORN/STROBES' PO ER AMP CALCULATIONS AUDIONISUAL POWER SUPPLY 1 (12 AMP) POWER REQUIREMENTS FOR THE AUDIOVISUAL UNITS WILL BE THROUGH A 12 AMP' HONEY ELL HPFF12 POWER SUPPLY/CHARGER (SEE SPECIFICATIONS BOOKLET.-) POWER SUPPLY IS EQUIPPED WITH (2) 12VDC 7 AH BATTERIES WITH. A TOTAL BATTERY STANDBY OF 24VDC. 7 AMP HOURS. WALL AND CEILING MOUNT DRAW SAME CURRENT HPFF12 in Alarm 1 a 0.272 AMP = 0.272 AMPS 115cd HornlStrobe 3 • 0.218 AMP 0.654 AMPS 11Ocd Hom/Strobe 0 @ 0.212 AMP 0.000 AMPS 95c d Horn/Strobe. 0 @ 0.194AMP 0.000 AMPS 75cd Horn/Strobe 2. • 0.176 AMP 0.352 AMPS 30cd Horn/Strobe 3 • 0.107 AMP 0.321 AMPS 15cd Flom/Strobe 7 • 0.079AMP M 0.553 AMPS 15/75cd Horn/Strobe 0 • 0.090AMP. 0.000 1 15cd Strobe 4. • 0.210 AMP 0.840 •AMPS AMPS 1 Ocd Strobe. 0 • 0.202 AF P - 0.000 AMPS 95cd Strobe: 0 @ 0.18 I AMP' 0.000 AMPS 75cd Strobe 0 • 0.158 AMP 0.000. AMPS 30cd Strobe 6 cr 0.094 A1\ P = 0.564 AMPS 15cd Strobe 9 • 0.066 AMP 0.594 AMPS 15/75cd Strobe 0 @ 0.077AMP 0.000 AMPS Horn Tem poral (High) @ 0.069A O.EQ OO: AMPS TOTAL AMPS_;= 4..150 AIVIPS (.07.5 X:24) ( 4.15 X1/12) PLUS 20% 2.575 A1 -I'S IDLE ALARM (5MIN) CONTINGENCY FACTOR Calculations Based on: Honeywell HPFF12 Power Supply System Sensor SpetrAlert Advance Horns and Strobes Horn/Strobe model #'s: P2R, P2VV P2RK, PC2R, 'PC2W, PC2RK Strobe mode #'s: SR, SW, SRK, SCR;SCW, SCRK Flom model #'s: HR, HW, HRK In the model #'s referenced above, "K" denotes "weatherproof' Each output of the HPFFI2 power supply is rated for 3.0 amps max. All outputs combined cannot exceed 12 amps.] Horn and Horn/strobe current draws are based on a temporal -3 horn at the high dBA setting The current. draw of each appliance shown above is: based on the UL MAXcurren d a per:the manufac urer's data 1 HORN/STROBES POWER AQP CALCULATIONS AUDIOVISUAL POWER SUPPLY#4 (12 AMP) POWER'REQUIREMENTS FO.R•THE.:AUDIONISUALUNITS WILL BE HORN/STROBES POWER AMP CALCULATIONS AUDIOfISUAL POWER SUPPLY#2 (12 Ai POWER REQUIREMENTS FOR' E AUDIO/VISUAL: UNITS WILL BE THROUGH A 12 AMP HONEYWEL HPFFI2 POWER SUPPLY/CHARGER (SEE SPECIFICATIONS BOOKLET.) POWER SULY. IS EQUIPPED WITH (2)12VDC 7 A H:BAtttRI S WITH A TOTAL BA I t CRY STANDBY OF 24VDC 7 AMP HOURS. WALL AND CEILING MOUNT DRAWSAME CURRENT HPFF12 in Alarm 1 :. 0.272 AMP 0.272 AMPS 115cd Horn/Strobe 16: • 0.21 = S AMP - 3.488 AMPS 11.0cd Horn/Strobe 0 • 0.212AP= M 0.000 AMPS 95cd Horn/Strobe 0 • 0.194 AMP = 0.000 AMPS 75cd ' Horn/Strobe 0 • 0.176 AMP = 0 00 AMPS 30cd Horn/Strobe 0 • .0..107 AMP 0.000 AM PS 15cd Horn/Strobe 0 @ 0.079 AMP' = 0.000 AMPS 15/75cd Horn/Strobe 0 • 0.090AMP = 0.000 AMPS 115cd Strobe 16 • 0.210 AMP - x.360 PS AM. 11Ocd Strobe 0 cx 0.202' AMP = 0.000. AMPS 95cd .S obe 0 @ 0.181 AMP 0.000 AMPS 75cd Strobe 0 @ 0.158 AMP 0.000 AMPS 30cd Strobe 0 • 0.094 AMP 0.000 AMPS 15cd Strobe 0 @ 0.066 AMP' 0.000 AMPS 15/75cd Strobe: 0 • 0.077AMP 0.000 AMPS Hom Temporal (High) 0 • 0.069AMP _ 0.000 AM PS' TOTAL AMPS 7.120 AMPS (:075X24; ( 7.1' 2: X1/12) PLUS 20% = 2.872 AH'S. IDLE ALARM (5MIN) CONTINGENCY FACTOR :Ca1.0010 0ns, Based :On: Honeywel HPFF12 Power Supply System Senso SpetrAlert Advance Horns and S obes Hom/S obe mode s P2R, P2VV, PORK PC2R, PC2VV, PC2RK Strobe model #'s: SR, SW, RK SCR SCW SCRK Hom model #1s: HR, HW, HRK In the mode s referenced above, 'K' denotes ' eathe roof' Each output of the HPFF12 power supp y is ated o 3.0 amps max. All outputs combined canno exceed Horn and. Ho strobe current draws are based on a tempora -3 horn _at the: dBA setting The cu e draw of each app ance sho n above is based on the THROUGH A 12 AMP HONEYWELL HPFF12 POWER SUPPLY/CHARGER (SEE SPECIFICATIONS BOOKLET.) PO ER SUPPLY IS EQUIPPED TH (2) 12VDC 7 AH BA I tRIES A TOTAL BAI I tRY STANDBY OF 24VDC 7 AMP HOURS. WA AND CEILING MOUNT DRAW SA E CURRENT HPFF12 in A arm 1 A PS 1 Ocd Ho 6 0 @ 0.212 AIVIP 0.000 AMPS AMPS 95cd Hom/Strobe 0 A PS 75cd Horn/Strobe 0 .176 AIVIP 0.000 AMPS 30cd Ho Strobe 0 AMPS 15cd Horn/Strobe 0 • 0.079 AMP 0.000 AMPS 15/75cd Hom/Strobe AMPS 115cd Strobe 0 AMPS 110cd Strobe 0 AMPS 95cd Strobe 0 • 0.181 AMP 0.000 AMPS 75cd Strobe 0 0.000 AMPS 30cd Strobe 0 • 0.0 4 AMP 0.000 AMPS 15cd Strobe 3 @ 0.066 AMP 198 AMPS 15/75cd S obe Horn Temporal (High) 0 0 • 0.077AMP = 0.000 AMPS AMPS TOTAL A PS = 1.778 AMPS 1 778 X 1/12) AH'S IDLE RM (5IVIIN) CON NGENCY FACTOR Calculations Based on: Honeywe HPFE12 Power Supply Horn/Strobe model #'s: P2R P W P2RK, PC2R, PC2 , PC2RK Strobe model #'s: SR, SW, SRK, SCR, SCW, SCRK Horn mode HR; HVY, HRK Each OU put of the HPFF12 po er supply is rated for 3.0 amps max. A I outputs combined cannot exceed ps. at the high dBA se ng The current draw of each appliance sho n above is based on the UL AXcurren draw per the manufacturer's data BATTERY CALCULATION NOT TO SCALE THIS NAC POWER SUPPLY FEEDS THE EXISTING NAC CIRCUIT STROBES AND HORN/STROBES FROM 2010. FIELD VERIFY THE DEVICE QUANTITIES AND CANDELAS. SEE NOT ON SHEET FA3 • ChOpoint° CHECKPOINT SYSTEMS, INC. 8180 UPLAND CIRCLE CHANHASSEN, MN 55317 1-800-457-6298 THIS DRAWING AND THE ACCOMPANYING WRITTEN MATERIALS ARE THE EXCLUSIVE PROPERTY OF CHECKPOINT. POSSESSION OF THIS DOCUMENT OR ANY WRII.T.EN MATERIALS DOES NOT CONVEY ANY RIGHT TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO PRODUCE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC PRIOR WRITTEN AUTHORIZATION OF CHECKPOINT IS STRICTLY FORBIDDEN. ISSUE DESCRIPTION DATE TO CONTROL ELECTROSTATIC DISCHARGE, USE OF WRIST STRAPS OR OTHER GROUNDING METHODS IS MANDATORY PRIOR TO TOUCHING ELECTRONIC EQUIPMENT. 301 SaatAl•TD12.. LINE OF BUSINESS: SECURITY -SURVEILLANCE -INTEGRATION FOR INSTALLATION .AND TECHNICAL SUPPORT, CONTACT: FIRE TECH SUPPORT @ 1-800-244-6967 ANY CHANGES TO THE SYSTEM MUST BE APPROVED BY: MARK SNODGRASS @ 1-800-872-9575 FIRE AL.ARM SYSTEM JOB #: NI -0003029 DRAWN BY: T.L.B CHECKED BY: M.J.S 5/6/11 SHEET NUMBER: FA5 RUN FLEX TO ALL WATER FLOW & TAMPER SWITCHES (TYPICAL) TO METAL BOX AT BOTTOM CHORD OF BAR JOIST. SEE DETAIL 14. FOR INSTALLATION USE ONLY. REFER TO RISER ON SHEET FA3 FOR ACCURATE DEVICE COUNT. 3/4" CONDUIT TO BOTTOM CHORD OF BAR JOIST TECTORS ARE INSTALLED BY OTHER CONTROL RELAY INSTALLED INSIDE OF HVAC UNIT BB -2F CABINET BY FIRE ALARM CONTRACTOR r \r -Nr r N / -NC "\f ( \ FOUR 4X4X2-1/8" BOXES AT FIRE PUMP (IF APPLICABLE) TUBE SUPPORT HOLE THROUGH OPPOSITE SIDE ONLY FOR DUCTS MORE THAN 3FT (0.9m) WIDE BEND OR OTHER OBSTRUCTION NOTE: WIRING FROM DUCT DETECTOR TO FIRE MONITOR MODULE AND POWER SUPPLY, AND WIRING FROM THE DUCT DETECTOR TO THE REMOTE TEST SWITCH, BY FIRE ALARM CONTRACTOR. WIRING FROM THE DUCT DETECTOR TO THE ROOF TOP UNIT CONTROLS IS BY EMS NTRACTOR. FIRE PUMP IF APPLICABLE DUCT WORK DROP CEILING ROOF TOP UNIT DUCT WIDTH AIR FLO DIRECTION CONDUIT HOLES DATA LOOP OUT FORM C CONTACTS CONNECTED TO EACH RTU FOR SHUTDOWN UPON ALARM. (COORDINATE WITH MECH. CONTRACTOR) INSERT BER PLUMB 3/4" CONDUIT TO FIRE PUMP BOXES (IF APPLICABLE) INSERT RUBBER PLUG THIS END OF INLET TUBE EXPECTED AIRFLOW DIRECTION MONITO MODULE RUN FLEX TO ALL FIRE PUMP VALVES (IF APPLICABLE) INLET TUBE HOLES FACE UPSTREAM OF AIR FLOW RETURN TUBE SLANT CUT FACE ORIENTED DOWNSTREAM OF AIRFLOW RTS 451 KEY REMOTE TEST STATIO LOOP IN FLOOR POWER IN UNDERGROUND CONDUIT TO OUTSIDE SPRINKLER VALVES (IF APPLICABLE) SPRINKLER RISER DETAIL DUCT SMOKE DETECTOR INSTALLATION DETAIL NOT TO SCALE DEVICE LABEL HVAC SHUT DOWN RELAY DUCT SMOKE DETECTOR REMOTE TEST NOT TO SCALE NOT TO SCALE NOT TO SCALE FIRESTOP COMPOUND MINN. 1" THICKNESS. (TYP) POST INDICATOR : '\ VALVE REMOTE TEST STATION OUTSIDE WEATHERPROOF HORN/STROBE POST INDICATOR VALVE TAMPER SWITCH ROUTE FIRE ALARM MONITORING CABLE BACK TO MONITORING LOCATION WEATHERPROOF 1" FLEX CONDUIT WALL MOUNTED STROBE OR HORN/STROBE 120 VAC - 220/240 VAC AUXILIARY ALAR 16 6 17 AUX. POWER SUPPLY (RESETTABLE POWE MODEL R H355R HEAT DETECTOR DATA TO OTHER S+ ADDRESSABLE DEVICES 15 ALARM TACTS 18 (RED LED) ALARM AUX 20 POWER NC (-) FINISHED GRADE PULLBOX DUCT DETECTOR TEST STATION POWER BY ) ELECTRICAL CONTRACTOR CERAMIC FIBER FILL FORMING MATERIAL, (TYP) FIRE ALARM CONTROL PANEL -7'G FIRE ANNUNCIATOR PULL STATION SUPERVISORY TROUBLE CONTACTS TWO 1" CONDUITS HOLE IN FLOOR/WALL FIRESTOP COMPOUND ALARM CONTACTS L RESISTOR 47K DOOR CLOSER BY OTHERS MODEL SHOWN: DH100ACDCLP MONITOR MODULE 9RELAY20 BRELAY2WeCOM 1 ®-- 7RElAY 2 WO 2 6 7 3 S RELAY RELAY 1 WCCOM 4 RELAY 1 WO UNDERGROUND CONDUIT PREVIOUSLY INSTALLED UP TO PULLBOX UNDER ELECTRICAL PACKAGE. FINISHED FLOOR FINISHED GRADE TWO 1" CONDUITS FIRE STOP FOR CONDUIT/CABLE VERIFY THE MODEL NUMBE DETECTOR IN THE HVAC NUMBER OF DUCT D DH100ACDCLP, CO INSTRUCTIONS DETECTOR F WIRING C THE DUCT . IF THE MODEL OR IS NOTA T THE MANUFACTURERS HE SPECIFIC DUCT RMINAL IDENTIFICATION AND CTIONS. N DUC MODUL DETECTOR SUPERVISION. THE RESISTOR 0 STRIP INSIDE THE L UNIT • THE RESISTOR FOR THE ECTOR MONITOR T GO IN THE DUCT PROPER NOT INSTALL E TERMINAL X HVAC THRU CONCRETE FLOORNVALL NOT TO SCALE TYPICAL TAMPER SWITCH CONNECTION AT PIV WITH UNDERGROUND PULLBOX DEVICE MOUNTING HEIGHTS NOT TO SCALE NOT TO SCALE DUCT SMOKE DETECTOR AND REMOTE TEST STATION WIRING DETAIL NOT TO SCALE HEAT DETECTOR WITH DOOR CLOSER WIRING POWER BY ELECTRICAL CONTRACTOR NOT TO SCALE ROOF DECK THWN CABLE S (UL LISTED CATIONS) ONDUIT OUT FOR INSTALLED DITEK DTK-2MHLP24BWB 24VDC SURGE PROTECTOR 4-11/16 X 4-11/16 X 2-1/8" METAL BOX AT BOTTOM OF BAR JOIST. LABEL COVER "FIRE ALARM SURGE PROTECTOR" UNPROTECTED SIDE PROTECTED SIDE SD355 SMOKE DETECTOR 4" SQUARE x 2" DEEP BACKBOX DATA TO OTHER ADDRESSABLE DEVICES DATA TO OTHER ADDRESSABLE DEVICES GROUND CLAMP GROUND CLAMPS OUTSIDE PIV OR BACKFLOW TAMPER SWITCH WIRING COMPRESSION FITTING 2C 12GA FPL CABLE FOR GROUND 2C 12GA FPL CABLE FOR GROUND EMT CONDUIT STUB BY ELECTRICAL CONTRACTOR EOL RESISTO 47K MONITOR MODULE LCD -80F ANNUNCIATOR METAL BACK BOX (2) PLASTIC CAPS (STROBE MOUNTING) REMOVABLE CEILING TILES CONNECT COPPER GROUND CONDUCTOR TO A GROUND SCREW ON THE BACK BOX NOTE: USE A 2C 12GA FPL CABLE FOR GROUNDING. ONE CONDUCTOR OF THIS CABLE WILL BE USED FOR GROUND & ONE CONDUCTOR WILL BE UNUSED. LABEL THIS CABLE AS "FIRE ALARM ANNUNCIATOR GROUND" STRIP BOTH ENDS OF THE GROUNDING CONDUCTOR FOR A COPPER CONNECTION TO CONDUIT/BACK BOX AND BUILDING STEEL LCD -80F ANNUNCIATOR METAL BACK BOX EOL RESISTO 47K MONITOR MODULE OUTSIDE PIV OR BACKFLOW TAMPER SWITCH H355R HEAT DETECTOR DATA TO OTHER ' ADDRESSABLE DEVICES DATA TO OTHER ADDRESSABLE DEVICES GENERAL NOTE: FLUSH MOUNTED L HORN/STROBE, DETECTOR, OR REMOTE LED REMOVABLE CEILING TILES GROUNDING NOTES: 1) CONNECT SURGE PROTECTOR TO BUILDING STEEL OR COLD WATER PIPE GROUND. WALL HORN/STROBE OR STROBE FLUSH MOUNT DETAIL NOT TO SCALE THIS IS A TYPICAL TERMINATION DETAIL SHEET. SOME APPLICATIONS MAY APPEAR ON THIS SHEET AND MAY NOT BE REFERENCED ON THE FLOOR PLAN BACK BOX SIZES: FINISHED FLOOR FINISHED FLOOR HORN/STROBE - 4" X 4" X 2g' DEEP SMOKE OR HEAT DET. - OCTAGON REMOTE LED - SINGLE GANG CEILING DEVICE, DROP CEILING 2) GROUNDING WIRE TO BE 12 GAUGE SOLID COPPER GRE AND 3' IN LENGTH MINIM WITHOUT CONDUIT WITH CONDUIT LCD -80F ANNUNCIATOR GROUNDING DETAIL NOT TO SCALE NOT TO SCALE 3) THE LENGTH OF WIRE MUST BE LENGTH BE PROTECT MODU GROUND THAN THE THE SURGE ND THE MONITOR EARTH GROUND 2 OUTSIDE VALVE CIRCUITS ARE SHOWN, SOME SYSTEMS MAY HAVE MORE OR LESS THAN 2. CONSULT THE FLOOR PLAN FOR THE EXACT NUMBER OF CIRCUITS TO BE RUN OUTSIDE THE BUILDING W SUR THE MO MUST BE B BETWEEN THE OTECTOR AND R MODULE EN 3'-6' SURGE PROTECTOR (FOR OUTSIDE VALVES) NOT TO SCALE SYSTEM SENSOR RA100Z REMOTE LED WHERE APPLICABLE SMOKE DETECTOR AND HEAT DETECTOR NOT TO SCALE +� TO ADDITIONAL DEVICES REQUIRING 24VDC NON-RESETTABLE POWER (IF - APPLICABLE) FIRE LITE FCPS-24 24VDC POWER SUPPLY THE CRF -300 CONTROL RELAY WILL B TIED ONLY TO THE FIRE SHUTTE THAT THE TWO SMOKE DET ARE ASSOCIATED WIT DATA TO OTHER - ADDRESSABLE DEVICES THE CRF -300 CONTROL RELAY WILL BE TIED ONLY TO THE DOOR HOLDERS THAT THE TWO SMOKE DETECTORS RE ASSOCIATED WITH. DATA TO OTHER ADDRESSABLE DEVICES 24V NON-RESETTABLE POWER SD355 SMOKE DETECTOR YAW" EXTERIOR BELL EXTERIOR BELL SD355 SMOKE DETECTOR -300 CONTROL OFFMAN 4X4 E BY TRACTOR ENC FIRE ALA POWER BY ELECTRICAL CONTRACTOR EOL RELAY REQUIRED AFTER LAST CMF -300 MODULE RIB RELAY 12!24 VOC RELAY DATA - DATA + DA DATA + EOL RELAY DATA - DATA + RIB RELAY BY FIRE ALARM CONTRACTOR WHITE/ YELLO 9 RELAY 2 COM RELAY 2 WC 7RELAY 2 N/o 6 RELAY 1 COM RIB RELAY IS SHOWN ENERGIZED ITE/ BLUE SD355 SMOKE DETECTOR DOOR HOLDERS BY OTHERS 9 RELAY 2 COM RELAY 2 N/C LAY 2 WO. 6 5 RELAY 1 R SD355 SMOKE DETECTOR 24VDC + NON-RESETTABLE POWER TO ADDITIONAL CMF -300 MODULES DOOR HOLDERS BY OTHERS DOOR POWER 120 VAC 1 AMP FROM DOOR CONTROLLER (BY ELEC. CONTRACTOR) R WITH FIR H TT R WIRIN WITH 110VAC FIRE SHUTTERS NOT TO SCALE DATA FROM MS-92000DLS PANEL OR - OTHER OTHER ADDRESSABLE DEVICES WER BY ELECTRICAL CONTRACTOR NOT TO SCALE DATA FROM MS-92000DLS PANEL OR - OTHER OTHER ADDRESSABLE DEVICES EXTERIOR BELLS NOT TO SCALE 3/4" EMT CONDUIT 1. USE a' EMT CONDUIT FROM 8' AFF TO LEVEL WHERE DOOR HOLD OPEN IS TO BE MOUNTED. BOLLARD 2. IF DOOR HOLD OPEN IS TO BE MOUNTED TO RACK, USE 2' FLEX CONDUIT TO DOOR HOLDER MOUNTING BOX FROM WALL JUNCTION BOX. 3. IF DOOR HOLDER IS TO BE MOUNTED TO OOR, USE 2" RIGID CONDUIT FROM OOR HOLDER MOUNTING BOX. OLLARD. WALL PROTECT S+ DATA FROM CONTROL PANEL OR OTHER S- ADDRESSABLE DEVICES 3/4" EMT CO 4. DOOR HOLDER F ES-DHS24120C DOOR H ES-DHERIC 1"DOOR ES-DHER3C 3" DO NOTE: IF MORE ADD CHAI I CORPO ENSIO 3 INCHES IS REQU NSION AS NEEDED. RELAY BASED SMOKE DETECTOR STEM SENSOR 4WTR-B W/EOL A77 -716B 6. DOOR HOLDERS AND RELATED CONDUIT TO BE INSTALLED BY OTHERS. DOOR HOLDERS TO BE POWERED BY THE FIRE ALARM CONTRACTOR. IDC ADDRESS IDC ADDRESS IDC ADDRESS IDC ADDRESS NOTES: 1) THE MMF-300-10 ISA 10 POINT MONITOR MODULE. IT HAS ONE SET OF ROTARY DIALS TO SETA MODULE ADDRESS. IDC ADDRESS 2) WHEN AN ADDRESS IS SELECTED WITH THESE ROTARY DIALS, THE MMF-300-10 WILL TAKE THAT ADDRESS AS WELL AS THE NEXT 9 SEQUENTIAL ADDRESSES FOR A BLOCK OF 10 IN A ROW. 3) +0 ADDRESS WILL BE THE SAME AS THE DIALS, +1 WILL BE THE NEXT SEQUENTIAL ADDRESS, AND SO ON. 4) THOSE ADDRESSES NOT CONNECTED TO ANYTHING WILL HAVE TO BE STRAPPED OUT WITH A 47K RESISTOR. OR, UP TO 2 ADDRESSES CAN BE DISABLED IN PROGRAMMING INSTEAD OF STRAPPING THEM OUT. EOL RESISTOR 47K VI 1 -IN 2 • +IN ® 3 -our ® 4 • OUT 5) ALL OUTSIDE SPRINKLER VALVE CIRCUITS MUST HAVE SURGE PROTECTION AND THE CABLING OUTSIDE MUST BE UL LISTED FOR WET LOCATIONS (TYPE THWN). SEE DETAIL 14 THIS SHEET FOR MORE INFO. TO ADD TIONAL SPRINKLER SYSTEM SWITCHES AND FIRE PUMP CONNECTIONS (IF APPLICABLE). THE END OF EACH CIRCUIT MUST HAVE A 47K EOL RESISTOR. IF ANY OF THE CIRCUITS LEAVE THE BUILDING, SEE DETAIL 14/FA5 FOR OUTDOOR CABLING AND SURGE PROTECTION REQUIREMENTS. DATA TO OTHER ADDRESSABLE DEVICES 1300 NOTES: 1) THE 1300 ISOLATOR MODULE IS USED TO PROTECT THE SYSTEM AGAINST WIRE -TO -WIRE SHORT CIRCUITS ON THE ADDRESSABLE SLC DATA LOOP. 2) THE 1ST DEVICE ON THE SLC DATA LOOP MUST BE AN 1300. AN 1300 CAN SUPPORT A MAXIMUM OF 25 ADDRESSABLE DEVICES. THEN A 2ND 1300 IS REQUIRED FOR THE NEXT 25 DEVICES, AND SO ON. THE SYSTEM IS DESIGNED WITH 20 DEVICES PER ISOLATOR MODULE TO ALLOW SOME SLACK FOR ADDITIONAL DEVICES TO BE INSTALLED AFTER THE INITIAL DESIGN OF THE SYSTEM. PLEASE NOTE, IF THE SLC DATA LOOP IS RUN DIFFERENTLY THAN SHOWN ON THESE DRAWINGS, BE SURE TO INSTALL 1300 MODULES IN THE PROPER LOCATIONS AS NOT TO EXCEED 20-25 ADDRESSABLE DEVICES PER EACH 1300 MODULE. 3) THE 1300 DOES NOT TAKE UP AN ADDRESS. HOWEVER, IT DOES TAKE THE POWER OF 2 ADDRESSABLE DEVICES. FOR EXAMPLE, THE MS-96000DLS CAN SUPPORT UP TO 318 ADDRESSABLE DEVICES PER LOOP -159 ADDRESSABLE DETECTORS AND 159 ADDRESSABLE MODULES. IF USING 1 1300 MODULE, THE CAPACITY OF THE SYSTEM WILL BE REDUCED TO 316 ADDRESSABLE DEVICES (158 DETECTORS & 158 MODULES). 21300 MODULES WOULD REDUCE THE SYSTEM CAPACITY TO 314 ADDRESSABLE DEVICES (157 DETECTORS & 157 MODULES), AND SO ON. 4) THE 1300 MODULE MUST BE LOCATED ADJACENT TO OTHER ADDRESSABLE DEVICES. IF IN AN UNFINISHED AREA SUCH AS THE SPRINKLER ROOM OR ELECTRICAL ROOM, THE 1300 WILL BE LOCATED NEXT TO MODULES OR DETECTORS ON THE WALL OR CEILING. IF IN A FINISHED AREA SUCH AS THE SALES FLOOR, THE 1300 MUST BE LOCATED 6" ABOVE THE SUSPENDED CEILING ON A WALL OR COLUMN. THE 1300 CAN ALSO BE LOCATED IN THE ROOF TOP UNIT ALONG SIDE MODULES AND DUCT DETECTORS ASSOCIATED WITH THAT SAME ROOF TOP UNIT. GENERAL NOTE: THIS IS A GENERAL DETAIL SHEET. SOME OF THE DETAILS SHOWN WILL NOT APPLY TO ALL TARGET STORES. CONSULT THE FLOOR PLAN AND SYMBOL SCHEDULE FOR ALL DEVICES APPLICABLE TO THIS SPECIFIC PROJECT/STORE. SEE SHEET FA4 FOR THE FOLLOWING DETAILS: 1) MS-9600UDLS FIRE PANEL 2) HPFF12 HORN/STROBE POWER SUPPLY 3) LOW VOLTAGE CABLE SUPPORT DETAILS SHELVING DO' rr` ' OLDER ASSEMBLY TO SHELVING NOT TO SCALE DOOR HOLDER ASSEMBLY TO FLOOR NOT TO SCALE MMF-300-10 MONITOR MODULE IN A BB -2F CABINET (BY FIRE ALARM CONTRACTOR) SPRINKLER ROOM (MMF-300-10 MONITOR MODULE) NOT TO SCALE ISOLATOR MODULE NOT TO SCALE ChecOokt CHECKPOINT SYSTEMS, INC. 8180 UPLAND CIRCLE CHANHASSEN, MN 55317 1-800-457-6298 THIS DRAWING AND THE ACCOMPANYING WRITTEN MATERIALS ARE THE EXCLUSIVE PROPERTY OF CHECKPOINT. POSSESSION OF THIS DOCUMENT OR ANY WRI ITEN MATERIALS DOES NOT CONVEY ANY RIGHT TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO PRODUCE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC PRIOR WRITTEN AUTHORIZATION OF CHECKPOINT IS STRICTLY FORBIDDEN. ISSUE DESCRIPTION DATE ORIGINAL ISSUE 5/6/11 TO CONTROL ELECTROSTATIC DISCHARGE, USE OF WRIST STRAPS OR OTHER GROUNDING METHODS IS MANDATORY PRIOR TO TOUCHING ELECTRONIC EQUIPMENT. TrARc- I -4:T T-0627 301 STRAND ER BLV1D TTJ I�� TTT A, WA 9 81 8 8 LINE OF BUSINESS: SECURITY-SURVEILLANCE-INThGRATI ON FOR INSTALLATION AND TECHNICAL SUPPORT, CONTACT: FIRE TECH SUPPORT @ 1-800-244-6967 ANY CHANGES TO THE SYSTEM MUST BE APPROVED BY: MARK SNODGRASS @ 1-800-872-9575 FIRE ALARM A R M SYSTEM JOB #: NI -0003029 DRAWN BY: T.L.B CHECKED BY: M J.S SHEET NUMBER FA6 DATE: 5/6/11 03 -Apr -2003 PLOT DATE: 9 1:5 125 1 L ACCEPTED S -R\/• ST -RASE 1P: 1:1A vE\VS STR-C 115 v of 3 NT) VE\ AP FIE 1 Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. - Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. u Additions, deletions or revisions `hese drawings after 1 this date will void this acceptance and will require a 1 resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. - Date: "1—q-c� 3 By: 4'"- 51 NOTICE A completed, signed, Tukwila Fite Department Pre-test Certificate must b` presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems-. Failure of test will result in $40 Re - Inspection Fee and termination of Me testing. TUKWILA FIRE DEPARTMENVI Please call: 575-440Z and give this job No._v 3-F- oCa-cz, and exact address for shut. down or restoration approvaid•� D SY v 31JL LEGE\ CEILI\G HEAT DETECTOR, 135o CEILING S FLAG\ T 1DKE DETECTOR LS F THIS SHEET g RATE -DF -RISE RELOCATE FRDN HIGH ACOUSTICAL TILE CEILING TO LOWER CEILING IN LDCATI❑\ SHOWN, REN❑VE FR❑V DEMOLISHED FOOD SERVICES CEILING AND RE -INSTALL IN NEW CEILING I\ REvDDELLED CEILING IN LOCATION SHOWN REMOVE FROM DEN❑LISHED RESTR❑❑f' AND RE -INSTALL I \EW CEILING AT LOCATION SHOWN, RELOCATE FROv DEN❑LISHED HIGH CEILING TO NEW LOWERED CEILING IN L❑CATION SHAWN, ADD NEW HEAT DETECTOR IN PHARNACY RESTR❑DN RE -USE ADDRESSABLE INTERFACE NODULE FRO SMOKE DETECTOR Ifs DENOLISHED HIGH CEILING. 6 RELOCATE FRDN DEMOLISHED ROOMS ALONG SOUTH EXTERIOR WALL OF STOCK AREA ADD NEW HEAT DETECTOR IN STORAGE ROOM, RE -USE ADDRESSABLE INTERFACE NODULE FR❑N' SMID<E DETECTOR REMOVED FRDN' DENDLISHED R❑❑vS ALONG SOUTH EXTERIOR WALL OF STOCK AREA, ADD NEW HEAT DETECTOR IN CCTV RD v, RE -USE ADDRESSABLE INTERFACE MODULE FRDN SMD<E DETECTOR RENDVED FROM DEMOLISHED ROOKS ALONG SOUTH EXTERIOR WALL OF STDC< AREA, 9� = BOUNDRY OF SCOPE OF WM < FOR THIS PROJECT, PARTIAL FLOOR PLANS SCALE: 1/8" = 1'-0" .HIED APR -- °3 REV. BY: DESCRIPTION La 0 0 z 0 TEL (425) 697-2116 ALTERATIONS uJ cn >- LU CC % SCALE: AS NOTED PROJECT NUMBER: 8053 DRAWN BY: JDW DESIGNED BY: JDW DATE: 04/03/03 J % SHEET FA -1 0 0 0 0 DDDD F-203 F-101 .„.;Ti WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tuk:; LL Fire Dept. Additions, deletions or r :: i .ion ; to these drawings after this date ill : ' .iii : cceptance and will rcquir res_ bi iittai of revised drawings. Firs..' is subject to field - ins ; e;resentative of this de.--- OATEN).* / BY: CITY OF T..: WILA 5. 5 -440> TUKWILA FIRE DEPARTMENT Please call: 575-4407 nd give this job .o. '7/ - f3, 2 ._:;...aJress for shut- aOW. i J( i estoration approva Lam/ GC.L eA/f� ig/ S1 -4T' 'V 3 ? PuIs1o,v 7 S 2epui�c�� R&- 't ,A/- d,C4-I>2 %i9.1-'7 ' /2utYifr?) oAci93oc�v G��li:i�5 SI/YI U 14,f f)e-/--s C t.4I� �') • Lit U 0 Q W Z W U 2 O C!) N CD 1• Z 0 1— Q U 0 J CA DRAWN BY: m J CHECKED BY : ED 0 CLIENT :TARGET PLOT DATE CONFIGURATION : STORE # 627 PROTOTYPE: DRAWING # rC >¢ t=.�jxct o_ z O I U j 1 U m1WW W ,a,�a00tN ¢ F = S J o O a►-• UJI Z o • cC u)1 z> - cc • t s • wy��� • u, wog, ZOZUwr. }a U 0 Z4cLc Z Z a v OL1jdtia U 0 � 0 aa °CC °,z-�, ioa`co 0 Z I z zo- a cr o i U a ▪ ncc t¢� cc• N Nmz CO F-waoo3 alarmex A Division of Electronic Surveillance. Inc. SHEET NO: F - 1 RELO. SPRINKLER IN EXISTING CEILING NEW SPRINKLER IN EXISTING CEILING NEW SOFFIT ' -EXIST. CEILING 0 14'-0 4'x7' CURVED DECORATE BEAM BOTTOM OF BEAM 12'0" CEILING SOFFIT DETAIL SCALEI 1/2'=1'-0' METAL DECK (MINIMUM GAUGE 22) 'SAMMYS' XPRESS HANGER MODEL NUMBER XP2O ANCHOR 3/8" ALL THREAD ROD (SEE PLAN FOR LENGTH) PIPE RING (SEE PLAN FOR SIZE — 2" MAX.) 'SAMMY-XPRESS' 'X' HANGER DETAIL SCALEI NTS TOP BEAM CLAMP W/ RETAINER STRAP STEEL BAR JOIST TOP BEAM CLAMP 'D' HANGER DETAIL SCALE' NTS AREA OF WORK AREA "A" .!E(ogR,!/ /7W /// AR AF4legle/ //'A5i > / /71 SCOPE OF WORK KEY PLAN SCALE: NTS lira) "-SYSTEM RISER RM SYSTEM 1 SYSTEM DESIGN .33/4000 - STOCK RM SYSTEM 2 SYSTEM DESIGN .16/3000 - SALES SYSTEM DESIGN .10/3000 - OFFICE SYSTEM 3 SYSTEM DESIGN .16/3000 - SALES SYSTEM LAYOUT KEY PLAN SCALEI NTS 1 1 •1 11� i 11 Ft 11 1 •I 1 potgliz 111111 � 1 I _ ' I mom 0111 •IIII®I ni ] 1 i S ci 1s - c] ] 1 Noir li 1 1 IIIhiIilN -11111 1s 1i 1 11011 mmi II in 1IlIllhIItIIIUIIIII 1111111! � l®1 _Eh I i • 0111111111111111 1111111:111 ILIWV!!111111.1 1111111111 111111-11 1111111111 11111 MN alid1111 Imumm wsim 6 6 0 =i 27 Isl 0-6 6 H ltl 1�1 1•l ISl 1 w 14'4 e ■ em u -I 1•11•111111111111111111 uuI1 —hill ■■■■■ ���iii� iuil NJ �- sir. I■m■■ii li r.hi - -�11=1 =II■M Mal 1 PN PARTIAL FIRST FLOOR PLAN A, AREA "C" SCALEI 1/8'=1!-0' PARTIAL FIRST FLOOR PLAN AREA "B" SCALE: 1/8'=1'-0' PARTIAL FIRST FLOOR PLAN A, AREA "A" SCALE: 1/8'=1'-0' ❑ Without Comments ❑ As Noted in Red ' Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions -which Go not authorize violations of adopted standards and ordinances. The responsibility for the ted quacy of deep!, ests totally with the :irsigner. Additions, deietioa;s 2';< revisions to these drawings after this date will void m y . cceptance and will require a resubmittal : , T-;, <er drawings for subsequent approval. Final accept ince is sudlect to held test and inspection by The Tukwila Fire Bureau. Date: /—b--1 By: GENERAL NOTES X11 1. DENOTES EXISTING FIRE SPRINKLER PIPING. 2. DENOTES NEW FIRE SPRINKLER PIPING. 3. SEE DETAIL FOR TYPICAL HANGER. 4. Isl =EXISTING PENDENT TO REMAIN IN CEILING. SCOPE OF WORK ADD AND RELOCATE SPRINKLER HEADS IN EXISTING TARGET STORE FOR NEW WALL AND CEILING LAYOUT OFF OF EXISTING SYSTEM. TU' i' ILA FIRE DEPARTMENT Please. call 206-575-4407 and b` his Fir' Permit NO. ��=Q 13 and tact address forhs ut down or rft-toraton approval, PAID' JAN 1191,N TUKWILA ARE Ccts/6— STATE CERTIFICATION WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS John Christian Dacca 1150-0409-C Level 3 Patrr•t/ Ir Protection, Inc. PA R9CF 1(116 A B D E F G H K M N HANGER LEGEND "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V w x Y z FITTING LEGEND PIPE -O -LET PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE 0 STRUCTURE TO CENTER /�� UNE OF PIPE IN INCHES SPRINKLER LEGEND _ G N SPRINKLER ORIFICE SIZES AND TYPE S z C Z = W M W I—(11 1 2 5 3 7 1 SPRAY 16 8 16 2 00 1/2" 1" 3 4 17 32 SPRAY 0 0 3/4" • 1" 1 2 3 7 1 8 SIDEWALL 16 2 a 1/2" 1" 1" 2 TEMP RATING O 165 O 212' Q 286 i7 350 0 500' DRY TYPE D Y GZ � Q (11 p 1" = 1 1/2" • J 0 m N 1" 2 = d � 1' 1/2" 1" 1" /2" co 1/2" 1 1 APPROVAL REQ UIRE D 'TUKWILA 11 1 Expires 12/31M8 S nature—eontDate CS MIS MO 1..r--4/ SYM 0 •* MANUF RELIABLE RELIABLE REL1A11.E G G4 G QUALITY CONTROL BY SPRINKLER HEADS USED MODEL APPROVED FOR FABRICATION BY TYPE RECESSED S.R. CONCEALER LO. UPRIGHT THREAD SIZE 1/2 1/2 3/4 GENERAL NOTES ORIFICE SIZE 5.62K 5.62K 8.a( HEAD FINISH CHROME BRO BRONZE DATE DATE ESCUTCH FINISH CHROME WHITE TEMP 165 165 165 TOTAL 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDmON. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDmON. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED By OTHERS QTY 96 28 4 128 DESIGN CRITERIA 1. SEE SYSTEM LAYOUT KEY PLAN FOR EXISTING SYSTEM DESIGN. 2. NEW SPRINKLER RELOCATES TO MATCH EXISTING DESIGN SPACING AND DESIGN APPROACH. PIPE NOTES 1. ALL WELDED PIPE TO BE SCH 10. 2. ALL NEW THREADED PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SKANSKA USA 221 YALE AVE N SUITE 400 SEATTLE, WA 98109 PROJECT WE: TARGET T0627 REMODEL 301 STRANDER BLVD TUKWILA, WA 2707 70TH AVENUE EAST TACOMA, WA 98424 PATRIFP099CF WWW.PATRIOTFIRE.0❑M johnd®patriotfire.com TEL (253) 926-2290 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 1/2/18 JOB NO. 12-20684 1OF1 FP1 111111 1.1111. cd ?_3 H DATE: D`!0 0 SCOPE OF WORK - THIS PROJECT ISA 1BNANT IMPROVEMENT, FIRE SYSTEMS WEST IS ADDING DRY TYPE PENDENT HEADS IN COOLEFS AND FREEZERS, RELOCATING EXISTING SSP DUE TO NEW DISPLAY CASES ON THE SALES FLOOR, AND ADDING HEADS IN OFFICE AREAS FOR NEW CEILING CONFIGURATIONS. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A M INIMUM 40`'F TO PREVEN- FREEZING. EXCLUSIONS - ANY VAULT PENETRATIONS. - FIRE EXTINGUISHERS. - RELOCATION OF EXISTING FIRE SPRINKLER PIPE BACKFLOW INSTALLATION, MODIFICATION OR CERTIFICATION IF REQUIRED. - SEISMIC INVERTIGATION, EVALUATION, MODIFICATIONS. CALCULATIONS OR PE REVIEW ON EXISTING SPRINKLER SYSTEMS OR COMPONENTS IF REQUIRED, - STRUCTURAL VERIFICATION IF REQUIRED.. - ABATEMENT OF ANY TYPE, - ELECTRICAL OF ANY TYPE, - PAINTING OF ANY TYPE, - OFF HOURS, DESIGN CRITERIA PER NEPA 13(.288-79 AND CITY OF TUKWILA, 20L0 COOLER,/ FRET -SER - ORDINARY :HAZARD GROUP I (0.15 GPM/SF). OB VICINITY MAP SCALE: NTS El I1 MERCINTILE ORDINARY HAZARD GROUP-t(571-5-GPM/SE). T" .}o ALL NEW WORK SHALL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. SYMBOL LEGEND - DENOTES NEW SPRINKLER HEAD. SPACING NOT TO EXCEED 130 SQ, FT. 4 - DENOTES AN EC SPRINKLER HEAD SPACING NOT TO EXCEED 20' x 20'. - DENOTES AN EX SPRINKLER HEAD TO REMAIN. - DENOTES AN EX SPRINKLER HEAD TO BE PLJGED. REPRESENTS NEW SPRINKLER PIPE. - - - - - REPRESENTS EXISTING SPRINKLER PIPE. 11; Otho"': t Col..e i3 L - As ',..4. -ed in Red _ Letter These plans have beer. reviewed by The ` Tukwila Ct zwiilla Fire '` Prevention Bureau ,oco ���ormance with . standards. accept 4r. is.?bject to errors end omissions which co nozz-,,uv.lorize violations of adopted standards and ordinances "I r. respcnsfhlliW for the adequacy of design rescs taally with the designer. Additions, deletion or , e isio S to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fre Prevention Bureau. Date: 5 -____:11:11 --By: / 1 TUMID €, FIRE D7P EG ' a tl .i6 `S e._ L-.v:.� iii 1. �ytlot�9l�� Please C gj r�.r ,;� 7 and gi °e ltlY. 6 i� I c 3Au•.b s�o t'OO and o: € s or shut- down hutdown or regi a.a l+l gin approval. 3011 2-112" CLEARANCE HOLE FOR SPRINKLER BARREL:-. DRY REC, PENDENT Wf ----- STANDARD __STANDARD RECESSED ESCUTCHEON OR STANDARD ESCUTCHEON OR DEEP ESCUTCHEON, A A SH.01 OF 04 SH,03 t)F 04 SH.02 OF 04 11 SH.04 OF 04 KEY PLAN SCALE: NTS _- - --- - AREA of WORK to NO' 0 2 T 1 1 1 !I I- 1_- I� ! 11 1 11 1 11 1 J.11._1. Mgt IMW baa a 0 AREA OF 1 0 -_ 222 1221 222 2262 222 3222 222 222 =11 12211 2211 IWO WWI I. I°:) I FOC)UbC E 1a. . 11221 I= tl 6-1 tic uggd= rim imes 01142 !l I!la10 mil Emir t 111111 01 0 1 L_1J 6 Fo Ra c, *t� I'd' M t: ATI 'Dra'EF?,. 46-6 FFIL 1132 tz * 6 IMO 1 111 VOCE eid stamps mum be r7e,c.1-ed before ^-.' is E � . ``o not paint p p n test - SPRINKLER FITTING TWO NYLON TIES DRY SPRINKLER RUBBER BOOT -BOOT ACHESIVE SUPPLIE WITH BODT. FOLLOW BOOT M/NUFACTURER INSTALLATION GUIDELINE LIN CLEARANCE HOLE x 2W DEPTH NOTES: 1. DO NOT USE SPRA.RY FOAM MATERIALS TO SEAL PENETRATIONS DRY PENDENT DETAIL 1 RETAINER STRAP STEEL STRUCTURE - NUT BEAM CLAMP HANGER D TOP BEAM CLAMP A.T.R. SIZE PER N.F.P.A RING BANGER SCALE: N.T.S. SPRINKLER LEGEND MATCHLINE 51.03 immommomm MATCHLINE SH.01 • =I • Namememme FIRE SPRINKLER Ti PLAN WEST SECTION 4 8 12 SCALE 118'=1'-0' GENERAL NOTES 11.111 111111 111111 111111 111111 111111 111111 'Hi11 111111 flails 111111 111111 111111, 111111 111111 111111 111111 111111' 111111 111111 111111 1111111 111111 111111 11 111 111111 11111:1 111111 11 111 11 111 F771 I AREA O 111111 111111 1111 11111 111111 111111 F WORK Ir WINi Et= 12212 222 2221 2222 222 6- 16 10-111/2 411T-i!NI FPBEZEF 181 1 T i w1Fs „vCJOL c-1 x1',SIT1 1'ix 1' BL, HI TYP Eft .11 111111 1111'11 Milli 11111 111111 111111 111111 111111 11111111 • 1111!1 111111 111111 ■iliiil 111111 111111 111111 11111.1 1111111 1111111 111111 111111 1111111 111111 17-9 _ 2-4 111111 111111 111111 111111 111111 ■1111■ 1111111 111111 111111 111111 111111 111111 1 1111:11 111111 1 1111; 1 1111. 11111. 11111':11' 7-8 111111 1111111 win 1111111 11011 111111 .1111• 111111 11111 111111 111111 111111 cH 111111 111111 111111 1111111 111011 111111'- 111111 111111 DESIGN CRITERIA AND NOTES 111111 111111 111111' 111111 1101i11 111111 f1 111111. 111111 7-112 I 111111 111111. 11111• 11111 1.1111 111111 111111 111.11 111111 111111 h11111 01111 1111111 111111 111111 TYPE MFG MODE THR TEMP ' FINISH CANOPY QU TI DRY PEND. TYCO TYCO TYCO DS -1 RF -II DS -1 CHROME CHROME CHROME CHROME 155':' CHROME CHRO 1E 3H ORT CLIP 13 4 A APPROVALS REQUIRED: AUTHORITY TOTAL SKANSKA USA FIRE SYSTEMS WEST 3 3 1, ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1* -61 WHICH ARE END TO END. 3,EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE VVITH NEPA #13, 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NEPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1, ALL MAIN AND GRIDIDED BRANCHLINE PIPING TO BE SCH. 10 JOINED WI GROOVED COUPLINGS AND FETTINGS(UNO), 2, ALL TREE BRANCHLINE PIPING TO BE SCH. 40 JOINED W/ CAST IRON THREADED 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10%0* AND ALL DRY LINE PIPING 4. ALL GROOVED CCX.IPLINGS TO BE RIGID UNLESS NOTED WPF FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND VVIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILTI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4" TO GRID. 1 1111'Li 111 1 1 111 111 111 ` 1 1 111 111 11 111 1 111 11 111 11 ZIO 111111 11111 fd ION ■11111111■ 11101 11.1111 F 1 111111. 111111 !ILII 111111' 111111' 101111 111111 111111' 111 11111111 111111 111111 111111 11111111 BMW 111111 11E111 111111 1111111 1111111 P OF FIXTURE 1r r HMI 1111111 111111 1111111 1111111 NUM HIM 111111 111111 MID 10111 111111 111111 11110 FIELD TO VERIFY EXACT LOCATION VERIFY !PACT (IF ANY) TO EX. SPRINKLER COVERAGE WW2 =X 2221 222 2222 2221 = = 2222 =PM 2222 1222 = 222 WIPME EIZ ELL 11 111111 1111 1 111111111 0110 unit NMI 11011 HIM 111111 111111 1111111 1110 11 1111110 11011 111111 HMI BUILDING PERMIT # 111111 111111 111111 111111 11101 111111 10111 111111 1111111 1010 111111 111111 01111 1100 111111 111111 TARGET SOUTH CENTER 301 STRANDER BLVD. TUKWILA WA 98188 CONTRACT VY5TH: S NS USA 221 YALE AVE. N., SUITE 400 SEATTLE WA 98101 CONTACT: MICHEAL COX Phone: (206) 494-5470 Fax: 206) 328-9235 1211 1E2 CZ 111111 11011 111111 111111 1111111 111111 1111111 111111 111111 111111 1111111 111111 111111 111111 011111 HMI 111111 111111 9 2011 FIRE 1 111111 11110 111111 11110 111111 111111 111111 111111 111101 1010 a 11111 11111 111111 11111111 111111 111111 111111111 111111 111111 11110 11 Inc. pi JR WEST SECTION Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 0.0, INSTALL BY: OATE JOB NUMBER KEVIN RIDER 05109111 2-11-1 0,548 193 111111 NIHON 111111 111111 111111 111111 mon MIDIS SUNNI 111111 111111 111.11 D Li 0 5 0 CHLINE %Lin onwasem.n 0t *1= *It FIF AMA EgIR iMPX 111 1 1 1 1 1 1 1 o 010!! 6 04W 04P kt'01 1 !VW gag •44. AMIN 111.0[1. ORM P.A. 1100111 WPM ..0 i00 00. 0.. .00 1 1 1 1 EM• 201 EVID, •K.:E LOC 217 1•IR IN* 1 .04 '--•"TrIPAUE DTL 202 SlArlt4G 203 ' E.N.10LoWE 210 I L_ iiimigumns 111111111111111111 3111111111MIN WINNININN 01 STIP., rc•T • OFFICE 7,3 111111111111111111 APB P 208 CONFERENCE MEN ,41 WICUEN 219 `OFFICE 2'1.2 I r —••••••-• FNVESTE.GPTION CENTER 210 1FF ICE 1 il 11.1111 111111 a DIEU 111111 111111 111111 111111 111111 111111 111111 TRIM 11E111 111111 111111 111111 111111 It 111111 111111 MINNIE 111111 111111 111111 111111 111111 111111 111111 WIN 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 MIME 1E1111 111111 11 IIRII 11111111 imam HIM 111111 MEIN 111111 111111 111111 111111 HMI 111111 - 111111 111111 I I ; I 1 , . "! ; . 1 _I : I -. f] 111111 111111 ORM 0111111 IIUII NONNI 11E11 11E11 11111,11 111111 111111 111111 111111 11101 111111 111111 1 OVIIMEN=, !nun 111111 MUNRO M11111 111111 111111 ====g1= *. = • =a HANGER LEGEND 111111 111111 111111 111111 111111 111111 CH: 111111 111111 111111 MINION , . I , ; I . 111111 111.111 1 , I 1 1 111111 111111 111111 MOON 111111 111111 111111 111111 iiHi 11111 111111 111111 111111 111111 111111 111111 111111 e 111111 111111 jilili 111111 111111 111111 111111 ISOM URE 13* -r FIELD TO VERIFY EXACT LOCATION VERIFY IMPACT (IF ANY) TO EX SPRINKLER COVERAGE 1111111 111111 11 1111 11111 EQ1_,I FIVE NT ROOM 235 111111. 111111 111111 111111 111111 111111 nun nun 111111 111111 111111 1111 I 111111 11111111 111111 111111 111111 111111 111111, 111111 ; ; . . ; . . , , . 0! = 0! ====•! === .! = • = • ,__ 0 , . 111111 111111 111111 1111E1 •SPRINKLER LEGEND 111111 111111 111111 111111 111111 111111 111111 111111 111111 nal1111 i111 111111 111111 111111 111111 111111 111111 111111 111111 BIMINI 111111 111111 MINH 111111 111111 111111 NUM 111111 111111 111111 111111 111111 111111 111E11 111111 111111 111111 111111 111111 111111 11.11111 111111 annu 111111 111111 111111 111111 111111 111111 111111 1 111111 111111 111111 111111 111111 IMMO 111111 111111 1 111111 111:11 111111 111111 111111 111111 111111 111111 111111 111111 +EH 111111 111111 11111111 111111 1111111 111111 inns 111111 Mai 111E11 111111 111111 111111 111111 OHM 111111 111111 111111 BIMINI 11111 1 , ; 1 ! 1 I , . . , : I • , 1 ' 111111 111111 , 1111111 111111 : , , -->! 1 1 :,- 111111 - 111111 , , ,---:- 111111 111111 111111 111111 111111 111111 'NINON 111101 NONNI 111111 111111 111111 111111 111111 Bili 111111 111111 111111 111111 111111 111111 RIMINI 111111 111111 MIMI . 111111 •' w=ulaam■ •, wa= • = • = • = •, = • =•= • = • = • 111111 111111 111111 111111 MAIM 111111 UIIIU 111111 111111 111111 111111 111111 111111 1111111 111111 1111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 rFIRE SPRINKLER TI PLAN NORTH SECTION SCALE /8=t -Or IONS GENERAL NOTES 1111111 111111 111111 111111 111111 111111 1111111 111111 emu MINION 111111 111111 111111 111111 "FS 214 111111 111111 M=M111;11=11 • F MATCHLINE SH04 • • • MATCHLINE SH,02 DESIGN CRITERIA AND NOTES 4.-1.00K 1:!jr:Fp 019 f',11[5 Tcp .BE/41 CIE i NG SIDE FT L -• TR/tF7F SYMBO TYPE MF MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTI MK _I\ DATE A A BY DESCRIPTION APPROVALS REQUIRED: AUTHORITY OWNER / ARCHITECT SHC:17 CLIP TOTAL DISTRIBUTION: CITY OF TUKWILA SKANSKA USA FIRE SYSTEMS WEST 1, ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (16) WHICH ARE END TO END. 3,EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13, 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6, JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WM-1 NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENTWATER IN PIPES FROM FREEZING IN AREAS PROTECiEU BY WET PIPE SPRINKLER SYSTEM, 8, STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE 1, ALL MAIN AND GRIMED BRANCHLINE PIPING TO BE SCH. 10 JOINED W/ GROOVED COUPLINGS AND FITTINGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE SCH. 40 JOINED W1 CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0. 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WI FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILTI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4TO GRID, RETAINER STRAP _ NUT BEAM CLAMP STEEL STRUCTURE Jtftji HANGER D TOP BEAM CLAMP A_T.R. SIZE PER 11,F,P,A RING HANGER SYMBOL LEGEND DENOTES NEWSPRINKLER HEAD, SPACING NOT TO EXCEED 10 SO, FT. DENOTES AN EC SPRINKLER HEAD SPACING NOT TO EXCEED 217 x 20'. DENOTES AN EX. SPRINKLER HEAD TO REMAIN - DENOTES AN EX, SPRINKLER HEAD TO BE PLUGED, REPRESENTS NEW SPRINKLER PIPE, REPRESENTS EXISTING SPRINKLER PIPE, BUILDING PERMIT # CONTRACT NAME: TARGET SOUTH CENTER 301 STRANDER BLVD. TUKWILA WA 98188 CONTRACT WITH: SKANS USA 221 YALE AVE. N., SUITE 400 SEATTLE WA 98101 CONTACT: MICHEAL COX Phone: (206) 494-5470 Fax: 206) 328-9235 5H01 0F04 SH.D3 OF 04 SH02 OF 04 SH.04 OF 04 0 KEY PLAN SCALE: NTS Go ugh moo NORTH SECTION Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 FRL-_,SVVI 140B1 _ C FAB BY: C, INSTALL BY: DESIGNER DATE .JOB NUMBER SHEET KEVIN RIDER 05109/11 2-11-10548 2 09 4 RETAINER STRAP BEAM CLAMP STEEL STRUCTURE A.T.R. SIZE PER N,F,P,A. - RING HANGER HANGER D TOP BEAM CLAMP SH.01 OF 04 I J SH,03 OF 04 SH.02 OF 04 SH.04 OF 04 SYMBOL LEGEND - DENOTES NEW SPRINKLER HEAD. SPACING NOT TO EXCEED 130 SQ. FT. - DENOTES AN EC SPRINKLER HEAD SPACING NOT TO EXCEED 20' x 20'. • - DENOTES AN EX. SPRINKLER HEAD TO REMAIN, - DENOTES AN EX. SPRINKLER HEAD TO BE PLJGED. - REPRESENTS NEW SPRINKLER PIPE. - REPRESENTS EXISTING SPRINKLER PIPE. I1ATCHLINE SH.03 wrap • SWITOXIIMISISMIX • HATCHL.INE SH.01 • )y • 111111 111111 111111. 111111' 111111 11111 111111 111111' 111111 111111 111111 111111 111111 111111 111111' 111111 111111 MINN 111111 111111 111111 Hill' 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111III 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 90111 Hill 111111 - 111111 111111 111111 111111 111111 111111 111111; 111111 ITT 111111 111111 111111 111111 111111 111111 111 11 111111 111111 111111 111111' 111111 111111 111111 111111 (E) SAI,E�. 180 CH: 14-0 11111 I11111 111111 111111 1111■1. 111111 111111 111111 111111 111111 111111 INV 11 111111'. 111111 111111'. 11111 111111 111111 111111 111111 111111 111111 111111 111111 111111 11111 111111 111111 11'1111 111111 111111 IMO 1111111 RI 111111 111111 111111 111111 111111 111111, TQP..QFF 111111 111111 11111 11111 FIELD TO VERIFY EXACT LOCATION 111111'. LJ ANY) TO EX. SPRINKLER CO 111111 111111 111111: 111111 111111 111111 111111 11111I 111111 111111 1r 111111 111111 111111 111111 111111 111111 111111 111111 1,11111. 111111 111111 111111 111111 MINN 11119 111111 111111 ............................. 111111 111111 111111 111111 111111 111111 111111 HIM 1 11 • i..9 _4._��r .,._-'�_ 1 • 111111 111111 111.111 111111 111111 111111 111111 1111.11 111111 111111 111111 111111 111111 111111 111111 1111':11 111111 111111 111111 111111 1111111 1111111 111111 111111 111111 111111 111111 111111 ......................... 111111 111,1111111 111111 111111 111111 111111 111111 111i1'i 111111 11111 111111:.. 111111 111111 111111 111111 111111 111111 1111,11 1111111'11111 111111 111111 111111 111111 111111 111111 111111 111111 UP FIRE SPRINKLER TI PLAN SOUTH SECTION • ■11111 111111 111111. 111111 111111 111111 111111'. 111111 111111 111111 111111 111111 11`11 IBM 1:11111 1;11111 tY— 1 I 1 FT]e SOUTH SECTION Fire Systems West SPRINKLER LEGE RE'V1BAWER LEGEND GENERAL NOTES DESIGN CRITERIA AND NOTES ! SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY MK DATE BY DESCRIPTION ".'ISL -1 A L w TOP BEAM Ct- L\ L APPROVALS REQUIRED: SIDE BEAM _ AUTHORITY DISTRIBUTION: CITY OF TUKWILA 3 OWNER / ARCHITECT SKANSKA USA 3 TOTAL FIRE SYSTEMS WEST 3 1, ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1"-6") WHICH ARE END TO END, 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5,PIPING SHALL BE IN ACCORDANCE WITH NFPA #13, 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7, OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTEC 1 tU BY WET PIPE SPRINKLER SYSTEM, 8, STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS Sl KUCTURAL REPRESENTATIVE_ 1. ALL MAIN AND GRIMED BRANCHLINE PIPING TO BE SCH. 10 JOINED WI GROOVED COUPLINGS AND FITTINGS(UNO), 2. ALL TREE BRANCHLINE PIPING TO BE SCH. 40 JOINED WI CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPNG TO BE SLOPED AT 114" PER 10-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WI'F' FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILTI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4" TO GRID, BUILDING PERMIT # CONTRACT NAME. TARGET SOUTH CENTER 301 STRANDER BLVD. TUKWILA WA 98188 CONTRACT W''TTH : SKANS _ USA 221 YALE AVE. N., SUITE 400 SEATTLE WA 98101 CONTACT: MICHEAL COX Phone: (206) 494-5470 Fax (206) 328-9235 Q.C. FAB BY: DESIGNER 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 W CLg FIRES'J' 114051 O.C. INSTALL BY: DATE JOB NUMBER SHEET KEVIN RIDER 1 05109/11 2-1'I-10643 3 OF 4 III II ■111II 111111 111111 111111 111111 111111 111111 111111 111111' 10 111111 11111 10111 111111 111111 ■11111 1■1i11 111.1111 tr- ee- U7 W 0 ttette 111111 111111 111111 111111 111111 111111 111111 111111 11 111111 111111 111111 111111 111111 111111 111 1 111111 10111 111111 111111' 111111 111111 IEI1a 111111 111111 111111 -__-- 1111111 111111 111111 111111 111111 111111 111111 111111 111111 1111111' 111111 111111 111111 111111 111111 111111 111111 111111 MI i11III 111111 111111 • 11E0 11111 11.11 111111 11.11 11E11 11111 111111 11.11 HIM 111 111111 111111 111111 111111 111111 111111 lllill 111111 111111 111111 111111 111111 111111. 111111 111111 111111 111111 MINN 111111 111111 111111 111111 ■11111 111111 111 111111 111111 111111 111111 111111; 111111. 111111 111111 111111 111111'. 111111. 111111 111111 111111 111111 111111 111'111' 111111 111111 111111 111111 111Ii1 111111 11111 11111 111111 111111 111111 111111 111111 111111 .TOP OF..FOCTURE 13 FIELD TO VERIFY EXACT LOCATION 111111 1I�1111 111111 1'11111 111[11 111111 VERIFY IMPACT '€113► EX. SPRINKLER COVERAGE II 111111 Iillii I1■l■1 111111''. 111111 1111111 111111 111111 P111111 111111'. 111111 111111 111111 111111 Imams 111111 111111 111111 111111 111111. 1111■[ 111111 lilill 111111 111111 11111'1 111111 10111 111111 111111 111111'1 111111 1iili 11111 1111'11 1#11.11 111111 111111 111111 111111 111111 111111 ®irk■% 111111 111111 11€1111 1111111 111111 111111 111111 111111 1,11111 111111 111111 111111 111111 III II MHO 111111 111111! 111111 111111 (E) SALES 1100 111E1 111111 111111 111111: 111111: 111111'. 111111 iaaaa 11111 111111 111111 111111 111111, 111111 111111 111111 1111111 111111 111111 111111 111111 IIiI1i 111111 111111 111111 111111 111111 111111 111111. 111111 111111 111111 111111 111111 111111 111111 11101 111111 1111111 111111 111111 11 111 1111.11 11101 11110 111111 111111 111111 111111 111111 111111 • it " 111111 111111 111111 111111 111111. 111111 111111 111111 111111 111111 111111 111111 111111 111111 1111111. 11101' 11 a • 1=4====41•11=2=====3 • 111111 111111 111 111111 111111 111111 111111 111111 MINN 111111 111111 111111 lllII■ 11 III 111 III 111111 111111 111111 111111 111111 111111 1111111 111111 aaaaaa 111111 111111 111111' 111111 ■111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 11111,1 111111 111111 111111 111111 • _ •�� -4 • 111111 111111 111111 111111 100 11111 1111.11 111111 111111 1111.11 111111'. 1'11111 111111 111111 1111';1111 111111 111111 111111 111111 111111 1111111111 1 'fill' 111111 111111 111111 111111 Iiihla 111111 1111111 111111 11111' 1111111 111111 111111 111111 mann 1111111 1 11 111111 111111 111111 111111 1111 1111 11 111111 111111 111111 111111 111111'. 111111 111111 111111 MEI 11 MATCHLINE SH.04 MATCNUNE SH.02 HANGER LEGEND SPRINKLER LEGEND Ti - IT] t I Tom:_ Ii_ FIRE SPRINKLER TI PLAN EAST SECTION 0 4 8 12 SCALE 1/8"=1 REVISIONS GENERAL NOTES 0 DESIGN CRITERIA AND NOTES SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY K DATE BY DESCRIPTION r -IFI t A 1F� r Ep 'I IT; FTE CEL NG FLA.Nt.i3E A APPROVALS REQUIRED: DISTRIBUTION: AUTHORITY CITY OF TUKVVILA OWNER / ARCHITECT SKANSKA USA TOTAL FIRE SYSTEMS WEST 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1"-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6, JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WFrH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTEC 1 EU BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS S 1 IiUCTURAL REPRESENTATIVE: 1. ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE SCH. 10 JOINED W/ GROOVED COUPLINGS AND FI I INGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE SCH. 40 JOINED WI CAST IRON THREADED FITTINGS, 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 104-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-.0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/'F' FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILT[ HDI -P (UNO)_ 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4" TO GRID. RETAINER STRAP ice._.:.. STEEL STRUCTURE • IUT -- BEAM CLAMP HANGER D TOP BEAM CLAMP AT.R. SIZE PER N.F.PA. RING HAI" ER SYMBOL LEGEND Vii% - DENOTES NEW SPRINKLER HEAD, SPACING NOT TO EXCEED 130 SQ. FT. - DENOTES AN EC SPRINKLER HEAD SPACING NOT TO EXCEED 20" x 20'. - DENOTES AN EX. SPRINKLER HEAD TO REMAIN, - DENOTES AN EX, SPRINKLER HEAD TO BE PLUGED, REPRESENTS NEW SPRINKLER. PIPE. - - - - - REPRESENTS EXISTING SPRINKLER PIPE, BUILDING PERMIT # CONTRACT NAME TARGET SOUTH CENTER 301 STRANDER BLVD. TUKWILA WA 98188 CONTRACT WITH: S NS USA 221 YALE AVE. N., SUITE 400 SEATTLE WA 98101 CONTACT: MICHEAL COX Phone: (206) 494-5470 Fax: (206) 328-9235 SH.01 OF 04 SH.173 OF 04 SH.02 OF 04 SH.04 OF 04 KEY PLAN SCALE NTS 41 est,Inc. cm��to C cate of•ti 16, rough Dec6 EAST SECTION Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 DESIGNER DATE JOB NUMBER SHEET KEVIN RIDS R 05/0-9/11 2-11-1-11,548 TT rA u M EN It MEL 9 IJ I1 1.1 2,, 22 1 1 1 1 1 1 1 1 1 1 1 1 1 CP - ME= - - - - - - I 1 1 — — —1 LOCA- 121 OI KI-" .u'.t1EN MINN! Elena OFFICE 1 IE*11111 'X7 NC .IIIA, i:l tld 1 JENNE 1.110 *144 1N OSTIDCN ti1 1®111111 111 111..111111 111111 111111 1111■1 111111 1■1111 171"S rr I C I...I : -1 4_0 1.1111 1111111 1111 /111111/ X111111' 111! 111111 I 111111 111111 11111111,- 1111:11 111111 111111 11111111 1111M1 I 111111111111111111 111111111111 111111 111111 0 0J LL FIRE SPRINKLER TI PLAN NORTH SECTION 214 Per I ASL ached Letter esu plans have been reviewed by The Tukwila Fire eventian Bureau for corlorrria.nce v» h current City An girds. Acceptance is subject to errors and ,missions which coo not =1;rhonze vio'.ations of adopted ;indards and rdir nce The es onsibility for the --- equaCy of de,sidn rests e Sa E`' viith the d. signer. •d'ditions,-deIeticn or to thesecrawings after ...'� date wii! volt! and `e t;i reouire a esubmittai of revised u. u4`ri ss- for subsequent approval: :inal acceptance Is sublect to Meld test and inspection by I ne Tukwila Fire. Prevention Bureau. -, i r By: � pare: g 1G' l( TUKWILA FIRE DEPARTMENT Picase call 206-575-4407 and give this Fim Permit NO. aidz ct adds for shut- down restoration approval. VICINITY MAP SCALE: NTS SCOPE OF WORK - THIS PROJECT IS A TENANT IMPROVEMENT, FIRE SYSTEMS WEST IS ADDING AND RELOCATING PENDENT SPRINKLERS TO .ACCOMODATE NEW WALL AND CEILING CONFIGURATION IN OFFICE AREA. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MA A MINIMUM 40'F TO PREVENT FREEZING. EXCLUSIONS AIMED BY OTHERS AT - ANY VAULT PENETRATIONS, - FIRE EXTINGUISHERS. - RELOCATION OF EXISTING FIRE SPRINKLER PIPE BACKFLOW INSTALLATION, MODIFICATION OR CERTIFICATION IF REQUIRED. -. SEISMIC INVERTIGATION, EVALUATION, MODIFICATIONS, CALCULATIONS OR PE REVIEW ON EXISTING SPRINKLER SYSTEMS OR COMPONENTS IF REQUIRED. - STRUCTURAL VERIFICATION IF REQUIRED. - ABATEMENT OF ANY TYPE. ELECTRICAL OF ANY TYPE. - PAINTING OF ANY TYPE. - OFF HOURS, DESIGN CRITERIA PER NFPA 13(20S-) AND CFTY OF TUKWILA. Ao(o COOLER J FREEZER - ORDINARY HAZARD GROUP I (0.15 GPM/SF). . -O MERCINTILE- ORDINARY HAZARD GROUP L{&71 -F, PM/SF), ALL NEW WORK SHALL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM, SYMBOL LEGEND AA i to, SPRINKLER TO BE ADDED. SPRINKLER TO BE RELOCATED SPRINKLER TO REMAIN SPRINKLER TO BE PLUGGED NEW SPRINKLER PIPE -- --- — – EXISTING SPRINKLER PIPE 7Z-/---/-7/7/ EXISTING -SPRINKLER PIPE TO BE REMOVED - RETAINER STRAP STEEL -- STRUCTURE AT.R, SIZE PER N,F,P.A. -- RING HANGER HANGER D TOP BEAM CLAMP HANGER. LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES BIJILDING PERMIT it _I =1 SYMBOL TYPE MFG MODEL ORIFICE SIZE ` THREAD SIDE tEMF FINISH CANOPY GIVAIUTI K DATE BY DESCRIPTION 1. ALL MATERIAL AND EQUIPMENT TO BE NEW +P AItiID UNDERWRITERS APPROVED, 2, PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN "` THUSLY SLY i -a WHICH ARE END TO END, aEARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE'VWITH NFPA i#13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. &PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13, 1. ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE SCH. 10 JOINED WI GROOVED COUPLINGS AND FITTINGS( NO}. 2. ALL TREE BRANCHLINE PIPING TO BE SCH. 40 JOINED W1 CAST IRON THREADED H N E FITTINGS. 3_ ALL DRY MAIN PIPING TO BE SLOPED AT 114" PER 10"-0'" AND ALL DRY LINE PIPING TO BE SLOPED AT 117 PER 10'-0"_ 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W1'F' FOR FLEXIBLE. ' � _ �:mss F F l 'I I a _. rr I t',T^ SSP TYCO TY -FRB 5.6k 112" s 155 1 CHROME CHROME 38 ''� 4 COriTRACT IIA Kt TARGET UT TE 301 STRANGER BLVD. TU KW I LA WA 98188 CI 7 F F:, , I;`I.r' CFF - '7,,--1-- _ _ _ _ _ ___ A -fE - - �, 7\ T 4 �r . .:1-- -- /A\ REQUIRED: DISTRIBUTION: 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM 5_ ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEABEAMCOCJTRAC CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO)_ AT 5_ ALL HANGERS CONCRETE SLABS TO BE H LTI HDI -P LINO . ) 7. ALL PENDENT HEADSTO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4" TO GRID, .xITH. 5,..Y � 221 YALE AVE. N., SUITE 400 SEATTLE WA 98101 CONTACT: M I C H EAL COX Phone: (206) 494-5470 Fax: (206) 328-9235 FREEZING IN AREAS PROTEC I LU BY WET PIPE SPRINKLER SYSTEM, S. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS( THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE_ '= 1 1 - I ' APPROVALS 1--1F F,77::,:',.7: -:=T AUTHORITY CITY OF TUKWILA 3 ` C FAS 5' -., --1:.,--.! OWNER / ARCI-..ITECT SKANSKA USA 3 DE SIGI TOTAL 38 FIRE SYSTEMS WEST 3 CRAIG M /oE KEY PLAN SCALE: NTS PAI D AUG -9 20ti TUKWILA FIRE cc Azyz— NORTH SECTION e Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRE / 114051 Q.C, INSTALL BY; DATE JOB NUMBER SHEt. I ILLER 2-11-10685 1 OF 1 Igt ACCErTE Without Comments AsNotedlnRed Per The Attached Lett These plans have been reviewed by T Prevention Bureau for conformance wit standards. Acceptance is vubject to en omissions which do not authorize violet 1 tanoaras and ordinances. The respon adequacy of design rests totally with th Additions, deletions or revisions to thes this date will void this, acceptance and resubmittal of revised drawings for sub Final acceptance is subject to field test The Tukwila Fire\Prevention Bureau. Cate: ' lu /o1 By: I IUKWILA FIRE DEPAR1 Matt Please call: 575.4402 and give this job No. D*7-6— (pot and exact address for shut. down or restoratIOn appro Tukwila Fire current city ors and ons of adopted ibility for the designer. drawings atter ill require a equent approval. nd.inspectlon by Al t- MAIN :INSTALL HARDWARE CLOTH PARTITION 'ON TOP OF COOLER/FREEZER TO UNDERSIDE s� f OF DECK: SEE DETAIL 5/AI, LEAVE 3'• WIDE X' 'S''HIGH :OPENING 'TO ALLOW FOR ACCESS TO EQUIPMENT. IRRITE CORNER GUARD SUPPLIED BY OWNER INSTALL BY GC =1,-O" CONCRETE DECK D LA\ \TS FIG. 210 SELF -DRILLING ANCHOR w Mia 345" ANGHOQ PeR Nr -911. i3''r`�$ 9.1.3.10.1 (t v;) FIG. 100 ALL THREAD ROD ��---- FIG. 200 ADJUSTABLE RING HANGER SELF DRILLING ANCHOR, ROD AND RING HYDRAULIC DESIGN INFORMATION FLOW TEST METAL DECK FIG. 78 STEEL CEILING PLATE FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER CEILING PLATE, ROD AND RING REVISIONS NUMBER DESCRIPTION DATE SYMBOL STATIC RESIDUAL GPM FLOWING • VIKING MODEL M5 DRY PENDANT TEMP. 286 QTY. 3 APPROVAL(S) SEATAC FRE DEPARTMENT LICENSE NUMBER WES1ESF136QF JOB NUMBER DESIGNED BY 253931 JOHN GRUNDY phnguntikostp.US NEW SPRK ON FLOOR DATE & TIME NEW SPRK ON JOB 3 SOURCE DATE 4/07 Y: PLAN i 1 1 c). IC;) i 111111411111612. 1 17-INE1N COOLER tND FREEZER .• _ I •al l r. • 0- 1- R -1: rFit 7. LDITS QFATE .CONSTRUCTION /0► ROOF l � I I• i I I I NC j • • ;I ►y( __ 1 -o5zz'sbu;i4 CEej1E ZY LA\ GENERAL NOTES:__ ALL PIPING TO BE BLACK PER NFPA #13 EXISTING SYSTEM TO 0E REVISED, BY ADDING NEW OR RELOCATING EXISTING SPRINKLERS. ALL PIPING TO BE APPROVED BY THE CITY OF TUKWILA FIRE DEPARTMENT ALL PIPING TO BE INSTALLED AS PER NFPA 13 AND FACTORY MUTUAL STANDARDS ALL MATERIAL SHALL BE I11 OR FM APPROVED. ALL PATCHING BY OTHERt,. ELECTRICAL CONNECTIONS 1uY OTHERS IF REQUIRED. ALL EARTHQUAKE BRACING TO REMAIN. HANGERS NOT SHOWN, ON EXISTING FOR CLARITY NEW PIPING — — — -- — EXISTING PIPING \TS ester- Sictes Fire rotection oTDcy 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 WESTERN STATES RE PROTECTION COIJPANY - OFFICES LOCATED ALBUQUERQUE / AUSTIN DALLAS / DECATUR / DENVER / DULUTH / HOUSTON / KANSAS CITY • IAS VEGAS / MINNEAPOLIS / PHOENIX / PORTIAND / RAPID CITY / ST. PAUL / SALT LAKE CRY / SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 AS NOTED — EKISTING BRANCHUNE NEW ACT CEIUND NEW DRY PENDENT SPRINKLER RELOCATED DROP DETAILS Scale: NTS LEGEND NORTH U C� cS w \ \KU 62l - SHEET 301 TRI\MER BLVD. Nn\v_k, PSHWGTON 98186 1 7F 1 PAID MAY -2. 2007 Tukwila Fire "7 h"-- s 0 -----t---------- 0 m 0 O r PLUG oFF (RE/aoVE) 3 p&NDEWT S71)RS AND I" 'Raps. EXIST/NG Roo/vs AN6 SuspANNE'° CE/L,NGS To BE Deirto `ED. F.H.c. REtoc4rE S' our of NEW A 'RwAY • --- E="-1---------�-1- I - 130 131 6 129 134 1 I y /t 139 1 — 4 125 • 0 0 14?1 143 PLUG OFF (REMOVE) I ONE UPR/GHT SPe/Ni<LE/Z. i FULL NEiGHT WALL. o r To BEs DEMo'E,D, ,..------A, 1 I ACT -I EL=112'-0' ACT-1- EL=110'-0' ° GYP BD BULKHEAD EL=107'-0” IZEMoJE SPRII4gLERS C3) AND PIPING FRo-/`'t- u N E �E�vto'ED 2 Roti u P DooRS -ro BNIA rl 140 oJ� 1-Q\: 04'o ��5 G\45� 1 �P TL1 L rT _ .TL L — i — 112 nn i r 148 e PLUG OFF (REP4oVE) PEi4DEn1T SPRINKLERS AND 1" DROPS. HoMEPI.ATES To BE DEMO'EP. 4- PLRcr=S tsuminiffimr. •• umml:::NummI li i i ,.. ... --- =iiiiii= I•_—�1 _ �� ■ul��� IL= aiiiiii'i�liimavrii Emu= j [o aiiiiiifi�lii . ®iii iii _a. �iiiiiili11MMii1111111•iii WM" I 1 ■■11i111111■■1111■■■ °ImmilwAI°L4111 11111111111111M 11111 111111 I'\ /1 _ v r 133 GYP BD BULKHEAD EL=I10'-0' FiTT/NG RooM %iELocATE 6 floc, ACT -I EL=114'-0" r 141 V N. I I �f �■ — — — — — l-- - I II I1 i s • ?1 NO WORK THIS AREA iii 1111111.1110 w �iiiiil"iiiiiii ��■� �I$IIII� — I:�i_----�1������1���� �IMIIIMNNIIIIIIIIIE_ �liii®�iiiiiIMIIIIIMIIIIIIMIIIINMIIII iiiiilii iii i iii—iiiiiliiIIIIIMMIIIMIiii .I 1111111111111111111111 111111111111111 =Ell ■■■■■■■1 _ 1 ■1���iiitli miiiiiil!••i m_—i ���miiiiii_iiiiiiiiiiliii i�MI����t��� i��l��� �■■■■�■■■■■■■■■■■■■■■i'mumiliMITMINIMIN_ 1111 i --iiiii—iiiiiiiiiliii mirliiimailliki ���■■■�■■■■■1■1111111 iiiiiii�liiNE MIIIMIIIIIMINI - �2 11_ilii1M(�iiiliiii�nlIIINSI iii�i�iiiI �n>�iii ilipl/Iiiiiiiii iiiiiii1■■■1■■111■■■1■11�■■■■■■■■■� 11111111111111111111110111111111$I$1111011111111111111111111111111111111111111111111 rdirgalMilliMilifillilli- - -- - -- - - - - - - - - 21111110111111111111111111M1111=11-■■R■IU■ I I ■ f� ■■■111111MiiiiiiiiiiiMMEMEREMEMMEEMMEHMEMEMEOMMEMME r ®lriilL�iiiiiiiiiii , ii�iii�iiiiiiii�iiiii iiiiiiiiiii 1iii0['Ziiiiiiiiiii�tii I ii�iiii���iilii�iiiiiiiE I iiiiliii� 1■'l■■■■■■ ■liE■■1MMIII.e■■■■ ■111111. 11■■ _ r�ii�iiNom iiii um IiI X011�M�>�i �NS (�_� --� MI `"�!�iiiii�i� -�I-ii iiii__MIiiiiiiiiiiii�liiii NIIIMMIIMMII - ■■-■■ ■■ ,1111■ II i MMINIMIIMMINEM iiiiiiii =MN iii!!. i MINIM MIMEMIIMMI=MMINIMMII EMMENiiiii ■___■� j 11111111■■■■■■■ ■■1 �il■■■■■■V 1 T 0111111111111111MMIM11111111111111MIIMII MEI NM 1111111111111MINE1== iii1111111.i .—-7 ■ 1 ims•••••••=6._ ■ rammiim IHINEL..._ 1 ■ •1 _�I It ■■■■■■■■■■■■■11111■■M11■■■11111■a■1111111111111�■■■■�■■■l�I�!�I ■■■■■■■■■■■ .1.■®■■■■■■ ■■ ■■ i1{1■{■■ ■■1■_i 111=11111111111 ■a1■■ {1111i ■■■i■ i■■■i■1i■���■1 ■i1■■l■1i�l■1i1�■1i1i■ i1i■■■�i■■i�■i1_1■�i1u■i1■■i11■i1■1■i■11i■1i■■1i■■1 i i11�■M■i—■i■= I■{M alliglielaTIME21111011111 ■■1 1i I■■■■■■■_111■■■■■I ■a■■■■11 ,® =NEM=_�I MIME�r•�■iiiii 11111111 MEI {{iiii11111 Eli IIII i{ I 1 II I 1 �rm>_.,®.®®>_®�>_® ®®®®®>_>_=m®�.�>_.® »®® " >_ 1 M— ®® ®» ® ®®® ■ co N 2 ARCHIVE SUPPLIES 0 GENERAL NOTES 1 All design and installation in accordance with NFPA Standards. 2. All materials to be Underwriters Labora- tories Listed and/or FM approved. 3 Overhead piping to be black steel confor- ming to specifications of ASTM A795, ANSI / ASTM A53, ANSI B36.10M, ASTM A135. I HANGING DEPARTMENT SIGN. 11111111•111111111111MMIliallialliNliNiiii iiia(iiiii®iiiMMIIIMiiIIMIIMIMIIMIlli iiiiiiiiiiiii�liiiiiii�iilii 1111■■11■■111111■■111 1 'I I 1 1111111111MEEN11111111M1011111111111111 111•11111111111111 " milli ni4^Jiiliiiiiiiii iiiii-- i1iMEM liiiiitiiiiiiiiiIM=MIMIMIMIIMINIMIIIINNI iilii MEM MNINHINIMIMINIMI MIIIMIIIIIIIMIMIIIIMIIIMIE iii 1 i11MIN iiiiiii�liiiiiiiili ��iili� Ell NMI iii iii --i ---- 1.1101111111111111111111111111 ■■ice iiii ii MUM iili1i iiii iiMINN NM ii {{iiiii —iiiii Mai ■alt iiiii_ I 1 ii�fiiiiiii� �� 1 �_ 1 i i 1 iii iiiliiuiiiiiiiii eliiliiiii I mini i ii i iNIIiiiiiiliMMIiMMliii hili--- gi®moi /1•iiiiliiiiiiiii�liiiiiiiiili �iil iiiii iiiiiiiii�MINIMaillr1111•11ili■■1111■■1111■�■11I®----11M1 NIMMINMIENIIMIIMIIIMINII 1111.111111.111111111.111111.111111111111.1.= MIMI 1111111111.111.1.1111111111111 I 11■�■■■■1■®■11■111■■■ liiiiiiiiiiiiiii—IiiiiiiiiMEIMII =NM mom ii iiii INIIIIINIIMMIllrallan ■��■--i�il•�il�l•iii— iiiiiii —■ =MIME -_ ��iiii�iiiiiiiEiiiiiiiiii iiiiiiiiiiiii 111 1 iili�i��iilii�iiiii iii iii�iiiiiiliiiiiii�il illi ��iiliiiiiiii iiiiiiiiliiii�iiiiiliiiiiii i i I iiiilJ.i�i�lliiiliiii illiiiiiiiiiii i� ■■ ■Ii■■■■11■■■ ■■11tR■11�■ ■■1111■■■ ■E■■■■■■■ ■ii-Im■■1■■■ i0 IIIIIMMIIIIIHM111111111111E11111=111111111111 Niuiil• iiiiiiiiiiiimmaliiiiiii 111- miiil•iiiiiiiimmtiiivii 11 1[1■■11■■■■■ liiiil•liiiiLl�� iaIIiCIlL121181 ®iii1111MIPZI.IiiNIN IR g iii MEZZANINE ABOVE: No SPRINKLE R WORK 115 FOO p SERV/cE/ENTRY RELocATF 8 ADD 1 HYDRAULIC DESIGN INFORMATION L\ R° 1 �r s.420 I I I R== 1� X 111■1 11 ■iiiii iilii�iiiiiiil�iiiiiii�liiii�iiiiii iiiii �i ■�i�iiiii iiiiiiiiiiiiiiii�lli i iil�i .iiiiii�iiiii iiiiiiiiliiiiiiiiiiilii�ii�iiii�i ■�iitii�iiiiii iii iiiiiiiiiiiliiiiiiiiii�i iiii�ii I MI— iiiiiiiiliiiiiiiiiiiliiiiii iiMIi ■■ii■■■—MI■iN��■i■■■�■■■■■■■■i i iiiiiiii MINEIMiii11•iiii■ 1■�■■ceii1fd�i ■E■1i_�••iilii ii IMIIIIIMMI ■■Iii �1iiii;ii■i=iiiii iiii iIIIMINaiiiC�11i1— y iiiii iiiiiiiiliiiiiii • i •I {iiiii iiiiiiiWIIIII iiiitii/== 1 I ram m���1 A ° ----------------------------------- -.-- ------------ :- __ill -- ■, I IU. 1 L14 _ 7,7 107 1-• /1 / \JL/ \J 101A \i1 ,1 I / I . 101 1 A 1 /1 I IOIB 169 I 'L/ 103 116 REVISIONS 119 SYSTEM DESIGN FLOW TEST NO. DESCRIPTION DATE AREA OF OPERATION DENSITY K -FACTOR STATIC RESIDUAL GPM FLOWING DATE & TIME SYMBOL 0 If 410 r 114 L 108 411 • SPRINKLER LEGEND DEVICE MFG. DESCRIPTION ORIF. TEMP. FINISH CHROME SYMBOL DESCRIPTION ORIF. TEMP. FINISH NO. REQ. APPROVAL 7-Wwil,..,,4 F. 11) REL.0c ATE le' -ro NEw WALL II NEW CONT. NO. 2.. 5 / DRAWN BY H's Sin / SPRK. ON SHEET 3 / SPRK. ON JOB 3 / DATE 1-15-03 127 A • 128 • A • ig 126 R Western States Fire Protection Company 7102 - 180th AVE. NE, SUITE A-105 • REDMOND, WA • 98052 WESTERN STATES FIRE PROTECTION COMPANY — OFFICES LOCATED DENVER / RAPID CITY / MINNEAPOLIS / DULUTH / DALLAS / HOUSTON ALBUQUERQUE / AUSTIN / SEATTLE / PORTLAND / PHOENIX / KANSAS CITY / ST. LOUIS Phone: 206-881-0100 WA. Reg. * WESTESF1360F BEAM cLAMP To Tor FLANGE OF - SEAM OR. To ToP GHoRD of BAR Jo I sr PHA RMAcy ADDS LOCK .- NUT REO'D —IA FIG. 69 RETAINING STRAP J FIG. 65 VIEW A -A BEAM CLAMP FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER TOP BEAM CLAMP, ROD, AND RING Z NOTES: / .) SEE ALSO GENERAL NOTES BELOW. 2 .) ALL SPRIM LER SPACING TO CONFORM TO ORDINARY HAZARD COVERAGE AT 130 SQUARE FEET MAXIMUM PER SPRINKLER 3.) PROTECTION OF SPRINKLER HEADS FROM PAINT BY OTHERS. Lf.) HANGERS REQUIRED ON ALL ARMOVERS GREATER THAN 12". STATIC PRESSURE AT SURVEY WAS 160 PSI APPROXIMATE. 5.) GENERAL SCOPE OF WORK: ADD 11, RELOCATE 20, AND PLUG OFF X 11 SPRINKLERS. IN ADDITION, 4 LINES OF RACK SPRINKLER PIPING ARE TO BE DEMO'ED, AND 2 FIRE HOSE CABINETS ARE TO BE RELOCATED. SYMBOLS: 0 A ADDED PENDENT SPRINKLER ON 1" DROP. o R RELOCATED PENDENT SPRINKLER ON 1" DROP. • P PENDENT SPRINKLER AND 1" DROP TO BE PLUGGED OFF. op UPRIGHT SPRINKLER TO BE PLUGGED OFF. (1 PLACE ONLY) • E EXISTING PENDENT SPRINKLER TO REMAIN. (SHOWN ONLY TO DEMONSTRATE CORRECT COVERAGE ADJACENT TO AREAS WHERE ADDS AND RELOCATES OCCUR) Please call: 575-4407 and give this job and exact address for shut. down or restoration approval. w U EC ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire 1 Prevention Bureau for conforrnance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burea Date: // /03 By: OF- OAJOOZ G Nvr CIE Tr NORTH TARGET STORE -T-627 SOUTHCENTER F1LEFP-/ 301 STRANDER BLVD. SHEET OF -�! Without Comments As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards: Acceptance is subject to errors and .omissions whiCh d!o not authorize violations of adopted standards and Ordinances. The responsibility for the . adequacy of design rests totally with the designer. Additions, del rtioti is or revisions `cL") these drawings after this date wt void this acceptance and will t quire a resubmittal of ms,ised drawings for Subsequent approval. Final acceptance is subject to field test and inspection by The Titikaa Fire Prevention Bur • au. ALL- sPinni KL IZ worm peg NFIJA TLIKl,,a L DE(7`r Re:owzr amENTI, TUKWILA FIRE DEPARTMElii: Masa call: 575-4407 end give this job g xl5?t N Cln!►: ?Tee Ivkw sPitZtNKt,�SPRI(Z �'YLP'�IZ �c��;7c��l�lmess pµ, i3cb • [ i �A'fi��instar 1CianiI 11sr fir+ 3/b Coach SCret.J hod, Rod Coop, /ill Th�c�d Nod L�4 /a o (Ai ADDED PtN'P M -r (?ASS iii /56° SP1ZSAI KL fZ SS Aon 59i4040 To ac HelnoveD Q 0 x No7' 7o SCALg a 0 0 0 0 0 z D All comments and acceptances relate exclusively to retative effect of various conditions upon fire insurance rates. They are not to be con-,. strued as bearing in any way upon the question of whether "due car& has been exercised with respect to possible liability for personal i jury or damage to property. It is recognized that hazards whichma result in toss still exist. .0(1.51-116.16 LPE.r& r Li L� rJr'i LE. 5- Ex'srr 06o 1>c M PAtJ -35/1-Z XcltsrS Ex1ST/k76. a -1A &Pri> GE7u ►.1L /JEW rPE DA-1Jr •t=t ri dtwJ 0 NEw oFr~i�tr Wht._L_ • :t..x„tt��-.i�-..1.''':u.^s_.rtY..l•`:t�. ,�..:.. fy, i •_ r: �r y.• 7-4;Th I) T I 1 2, 10 kU' 7= ANPki'i},art? SEE OET, J 'A'l 1 ,I rIAL, REFLECTE.0 CEILING PL,JsN Al I/6" 11 . 0'1 a. Pcrit-rr EXrssTio , Lr►JEs tEC kol> EEMctIE c.)Pet&r 1 51 -At t_ IV 1 l E 1 x' LG .kx..'D 1" tezt-f v#:: NElnl PEW?. 1 t_G lusty i>eopm-rrs (L)STAL.L Pie LI&fir- f tzkMb M�><. t E -' It] P*AG rrJ , Au. Nett) pr7>lrut,, $ctfe t 57 Er Aw /ilius) r rr-rii VL a '7› /4tt NEtJ *:.v im i.4 *JCS tont 3/r" rec. tut TV ZET7H1Vra•' 5712 Vb,. MrF 1 sem- prQe, £Xr✓-77*J, . ' rjM Ckt.L.UL..A-rer) kr , t f , ccc Sf�Ac die A1C NEt,J ekti> c_E1L t , 1 �o/J-GeF-r�,ttSTl "e. co 0 Edward rti orc�-r t: s OF REMOOI t_INt 14 EX-51,"IN G, L-OINc, r'K E. Y P N .i. .00 _O,. SPRINKLERS UPR,_;HT 0 E3 riu & PEN:,CNT x (65° 14 cAte TEC SIDE .VALL NOP.TM Ll TUKWII.A FIRE DEPARTMENT, Pease call: 575.4407 ono;ivo this job Na. and alt ct, address for shut- OM% or ro5torataon 3pprov+ iy WITHOUT COMi`E:.3. aSNOTED IHR') 0 PER THE AMC...ED LETTER The drawings affixed hetero hay(.. b er reviewed and dcc pte t by the City o[ Tukwila Fir? Dept. de'_rbns or revisions to these this date will void this require are -submittal ec revised drawings. Fin aII acceptance is su'o ect tofield- inspection by a 'representative o1 this department ie.„, CIIT' 4r VW* b75 J-7: 17 nor dm OCT , 1091 1 u 111. i DVANCED FIRE PROTECTION INC. wrip P.O. BOX 1543 WOODINVILLE, WA 98072 JOB: -rz.tcr car- e.c' Ace: Q - BY: 'ELT DATE 10 -1 -'Tl SCALE 1Jara, 1 OF 1 RECEIVING/MARKING AREA HYDRAULICALLY DESIGNED TO DELIVER .33 GPM PER SO FT OVER -4000 SO FT OF FLOOR AREA WHILE ALLOWING 500 GPM FOR HOSESTREAMS. (286° HEADS) AT CONTRACTORS OPTION THE SPRINKLER 41') -„,11-DENSITY MAY BE DERIVED AS FOLLOWS: ,cy, THE DESIGN AREA MUST BE BETWEEN 2500 SO ,Aq7 FT AND 4000 SO FT 4 • STOCK ROOM HYDRAULICALLY DESIGNED TO DELIVER -33 GPM PER SO FT OVER 4000 SO FT OF FLOOR AREA WHILE ALLOWING 500 GPM FOR HOSESTREAMS. (286° HEADS) AT CONTRACTORS OPTION THE SPRINKLER DENSITY MAY BE DERIVED AS FOLLOWS: A. THE DESIGN AREA MUST BE BETWEEN 2500 SO gwyFT AND 4000 SO FT _Jj'crd'hY 1/4 4.0 131 -12 -J L • Bob 0 /1-0 A hi Cgue-rf0:1-;'A PROVIDE SPRINKLER HEADS, SHOWN DOTTED, BENEATH SLOPED PLYWOOD BARRIERS OVER SOFTLINES HANGING STORAGE. (I65°F HEADS WITH I/32 ' ORIFICE - HEADS TO OPERATE AT 15 PSI MIN WITH 12 HEADS FLOWING) REFER TO DETAL ON - Ln 4-0 6,-0 4-6 12 g 00 II SEE ,eEt 133 LILL lir tj op 122 o eb 0 7-6 /0,_s-,/ A • • ti 1.6 RECE1VING/MARKING AREA HYDRAULICALLY DESIGNED TO DELIVER .33 GPM PER SO FT OVER 4000 SO FT OF FLOOR AREA WHILE ALLOWING 500 GPM FOR 7, -- AT CONTRACTOR 'S OPTION THE SPRINKLER DENSITY MAY BE DERIVED AS FOLLOWS: THE DESIGN AREA MUST BE BETWEEN 200 SO FT AND 4000 SO FT. REFER TO SHEET M.3 FOR GENERAL NOTES. 0-4 • • 121 040(4 9-1 • I II I II I II 111 a 11'1- 2121 111 I 11 111 111 111 II - 11. 11. 111 11. 11. 11. 11. 11. 130 • • • • • ate • • 41111 0 ozzxl tk 1.1111 "1E7 • 40 127 ,, f.,1S2::+,:il‘ i .1 t :, fit fil fil :111 I 120 • • 4.1 51 al yr 41 .11 :g izi-ok 10 lata • 128 II 1 1.1 ? EXPOSED SPRINKLER PIPING, 01. • • • -14 1.1 • 0 IN ste 1'14 42 kl 14(1 • 4X 9-0- 74 of (P4- e/j0#9 ('/I'd (00 Are rv vti 4 012, 123 • szoPe uP 00 11 tl 11 I. Eob 0 .11 11-9 • • tog ,o) 110 8110 RECEIVING/MARKING - FIRE PROTECTION GENERAL NOTES: 1. This system is designed to deliver O. G.P.M. over the most remote sq.ft. with bead spacing at a nax. of sq.ft. per head. 2. Installation to conform with N.F.P.A. pamphlet No. 13. 3. All material to be new and U.L. approved. 4. All welding to conform with ANS D110.9 and to be performed 5. Use pipe for lines &-schedule 10 pipe for mains. 6. Protection of heads from paint, by others. 7. All electric wiring, by others. T HE COMPL ET E LINE, 1014 52 1-10 sc.& i:f..0 ijr,,,liz 273": _„„vr, 1 HANGER LEGEND 0-10 nj4 STANDARD SYMBOLS STANDARD SYMBOLS #1.- EXPANSION SHELL, ROD & RING *3. -POWDER STUD, ROD & RING *5. -L -ROD & RING *7.- COACH SCREW, ROD & RING #8. --CEILING FLANGE, ROD & RING 4c -POST INDICATOR VALVE - KEY VALVE +a -FIRE HYDRANT Y -FIRE DEPT. CONNECTION N - SWING CHECK VALVE NEW UNDERGROUND P:::11- EXIST. UNDERGROUND I>1 -ALARM CHECK VALVE g -RISER W/DELUGE VALVE • -RISER W/DRY VALVE A -RISER W/ELEC. FLOW SWITCH -WATER MOTOR BELL ELECTRIC BELL -FLUSH FIRE DEPT. CONN. zfk it it I xo (7-77 -0!.;flei 0 acNP 602 SPRINKLER HEAD SYMBOLS O -UPRIGHT ON 1/2" OUTLET • -PENDENT ON 1/2" OUTLET • -UPRIGHT ON 1" OUTLET e - PENDENT ON 1" OUTLET e -.DRY PENDENT ON 1/2" OUTLET ACP, -SIDEWALL ON 1" OITTLET 5-1 414, q. RED 5-01114 CoSCO sr/57/27- ALARM 6-/Y8 „e3EZ.L. _STRo,e‘ L./E1/7- MK DATE BY co-oRD; REVISIONS -LOCATE BY GRID COORDINATES SPRINKLERS 21/ TYPE DEGREE TOTAL SPRINKLERS THIS DRAWING FIELD INSPECTION SY PHONE CONTRACT WITH ADDF, ESS 3. CITY PHOtE 2.0 WATER DEPT,. ARCH TECT ADDRESS CITY ADDRESS CITY PROJECT ADDRESS CITY • .ad WITHOUT COMMENTS. AS NOTED fN RED [3 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or re,z.is.son5,- to these drawings after this date. will void this acceptance and will . is subject to fie Id- ':zy. a representative of this MY OF TUKWILA 5,75-41,401 TUKWILA FIRE DEPARTMENT Please call: 5754407 and give this job 2-0 and e act address for shut= down or restoration approval. 'TITLE: PHONE PHONE SCALE: DRANK: SURVEYED: (200 827 -9654 DRAWING NO: Z • Mae Jog' T (00 Are rv vti 4 012, 123 • szoPe uP 00 11 tl 11 I. Eob 0 .11 11-9 • • tog ,o) 110 8110 RECEIVING/MARKING - FIRE PROTECTION GENERAL NOTES: 1. This system is designed to deliver O. G.P.M. over the most remote sq.ft. with bead spacing at a nax. of sq.ft. per head. 2. Installation to conform with N.F.P.A. pamphlet No. 13. 3. All material to be new and U.L. approved. 4. All welding to conform with ANS D110.9 and to be performed 5. Use pipe for lines &-schedule 10 pipe for mains. 6. Protection of heads from paint, by others. 7. All electric wiring, by others. T HE COMPL ET E LINE, 1014 52 1-10 sc.& i:f..0 ijr,,,liz 273": _„„vr, 1 HANGER LEGEND 0-10 nj4 STANDARD SYMBOLS STANDARD SYMBOLS #1.- EXPANSION SHELL, ROD & RING *3. -POWDER STUD, ROD & RING *5. -L -ROD & RING *7.- COACH SCREW, ROD & RING #8. --CEILING FLANGE, ROD & RING 4c -POST INDICATOR VALVE - KEY VALVE +a -FIRE HYDRANT Y -FIRE DEPT. CONNECTION N - SWING CHECK VALVE NEW UNDERGROUND P:::11- EXIST. UNDERGROUND I>1 -ALARM CHECK VALVE g -RISER W/DELUGE VALVE • -RISER W/DRY VALVE A -RISER W/ELEC. FLOW SWITCH -WATER MOTOR BELL ELECTRIC BELL -FLUSH FIRE DEPT. CONN. zfk it it I xo (7-77 -0!.;flei 0 acNP 602 SPRINKLER HEAD SYMBOLS O -UPRIGHT ON 1/2" OUTLET • -PENDENT ON 1/2" OUTLET • -UPRIGHT ON 1" OUTLET e - PENDENT ON 1" OUTLET e -.DRY PENDENT ON 1/2" OUTLET ACP, -SIDEWALL ON 1" OITTLET 5-1 414, q. RED 5-01114 CoSCO sr/57/27- ALARM 6-/Y8 „e3EZ.L. _STRo,e‘ L./E1/7- MK DATE BY co-oRD; REVISIONS -LOCATE BY GRID COORDINATES SPRINKLERS 21/ TYPE DEGREE TOTAL SPRINKLERS THIS DRAWING FIELD INSPECTION SY PHONE CONTRACT WITH ADDF, ESS 3. CITY PHOtE 2.0 WATER DEPT,. ARCH TECT ADDRESS CITY ADDRESS CITY PROJECT ADDRESS CITY • .ad WITHOUT COMMENTS. AS NOTED fN RED [3 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or re,z.is.son5,- to these drawings after this date. will void this acceptance and will . is subject to fie Id- ':zy. a representative of this MY OF TUKWILA 5,75-41,401 TUKWILA FIRE DEPARTMENT Please call: 5754407 and give this job 2-0 and e act address for shut= down or restoration approval. 'TITLE: PHONE PHONE SCALE: DRANK: SURVEYED: (200 827 -9654 DRAWING NO: Z • r/nf err rar r n S II Irr -n 111011wrrrw 44.0141100144111114114114111114100411114101440411141100. RECEIVING/MARKING AREA HYDRAUI )CAL LY DESIGNED TC) DELIVER .33 GPM PER SO FT OVER 4000 SO FT OF FLOOR AREA WHILE ALLOWING 500 GPM FOR HOSESTREAMS. (2E6° HrADS) Ai CONTRACTORS OPTION THE SFRINKLER DENSIT 1 MAY EE DERIVED AS FOLLOWS: DENSITY :71 -((DESIGN AREA + 4375)/12500) THEE, DESIGN AREA MUST BE BETWEEN 2500 SO FT AND 4000 SO FT 11,51, II rr m , P III +h0 rH9 4 f ¢oo���- 0 4 Z R v -v MM 1/4ti k v •1 0 2/- o N STOCK ROOM HYDRAULICALLY DESIGNED TO DELIVER .33 GPM PER SO FT OVER 4000 SO FT OF FLOOR AREA WHILE ALLOWING 500 GPM FOR HOSESTREAMS. (286° HEADS) AT CONTRACTORS OPTION THE SPRINKLER DENSITY MAY BE DERIVED AS FOLLOWS: DENSITY =I -((DESIGN AREA + 4375)/12500) THE DESIGN AREA MUST BE BETWEEN 2500 SO 'FT AND 4000 SO FT n qw.. m vl rr +r I, m nes PROVIDE SPRINKLER HEADS. SHOWN DOTTED. BENEATH SLOPED PLYWOOD BARRIERS OVER SOFTLINES HANGING STORAGE. (165°F HEADS WITH 11//2 ' ORIFICE - HEADS TO OPERATE AT 15 PSI MIN WITH 12 HEADS FLOWING) REFER TO DETAIL 1 ^ r 9 1 11 x,f rx r. M,a A.ui I{ 111. nlxi,N 0414 w+n 1r IwxhX w wlrl. mr •I u_, . In, wnrxM MIx•, M, ^+r,^MwmnryrinrM rwr, •rw,r.x ,lwni +,l.k kW NrMwMrnlVrylr..,'}` D0 'Cif I\fliVF 9' -01 Gx2N-O /iso O //- 0 O "4 - FOR FOR CONVNUATION SEE /7,C-.01 41 NI. 4M ' 1 C5 8e14 r7 os &c4 0 ftg io'- " 14' t�Gv ryer 122 0 fol,-,(01fol,-,(01,,,O 3 • _ cct, aJP olcql 4(4 tg 0 -o ikct 0 0 #fib tti z" 3 44=o /2 RECEIVING/MARKING AREA HYDRAULICALLY DESIGNED TO DELIVER .33 GPM PER SO FT OVER 4000 SO FT OF FLOOR AREA WHILE ALLOWING 500 GPM FOR HOSESTREAMS.(286° HEADS) AT CONTRACTOR 'S OPTION THE SPRINKLER DENSITY MAY BE DERIVED AS FOLLOWS: DENSITY = I -(DESIGN' AREA -4375)/12500) THE DESIGN AREA MUST BE BETWEEN 2500 SO FT AND 4000 SO FT. REFER TO SHEET M.3 FOR GENERAL NOTES. 11, 11, 11, 11, 111, 111 0-774 13 V. 121 goD 130 0 141 40-0 444.1 N 0 149,,E : ' - - _ -M 7.4 11 1, 11 11 11 11 11,1 11 11 is glfl 1' 1411 MI 211 as. sr J 048s fl 0 110 IV 4 ▪ EXPO ED SPRINKLER PIP1Nq 44, 44. 4.11 ,‘6 /9"‘t c) C°>: 1,0 /O -Q .1_/0=0~ S = Co./ 1_ // C� NS T fiELOCAT,E RACK' T6 1A/E PUT 112. PLUG. IN '7NPCr NEW LOCATION OF fiACK5 ALARM EX 1-800-888-1-443 15-0 AFF 11, rst 41-5 125 4.1 AirS 124,c r 111 0'4 111 1 21 123 sueebAd 3" P42.041 0.vo la TYR 'RECEIVING/MARKING - FIRE PROTECTION GENERAL NOTES: 1. This system la designed to deliver 0. G.P.M. over the most remote sq.ft. with head spacing at a max. of sq.ft. per head. • 2, Installation to,conform with N.F.P.A. pamphlet No. 13. 3. All material to be new and U.L. approved. ' 4. All welding to,conform with AWS DI0.9 and to be performed '5. Use )(i.- pipe for lines & schedule 10 pipe for mains. 6. Protection of heads from paint. by others. 7. All electric wiring, by others. 40100,00,10040000,400,00000 040000,00,000*., 4144440400040.00441,500044404,0010,,,04,104,4001,4 14 HANGER LEGEND #1.- EXPANSION SHELL ROD & RING #4.- • ANGLE CLIP, ROD & RING STANDARD SYMBOLS POST INDICATOR VALVE KEY VALVE FIRE HYDRANT FIRE DEPT. CONNECTION SWING CHECK VALVE NEW UNDERGROUND EXIST. UNDEPC,ROUND 11."1,01,011.111110. 01021,11+ 41111110011 01110,000.100,11.1100,, kille .1110110,,,011.10010.1.110.0 01.11,1161.1%1M11111,1,111". orbs 11111111•11.1 NfrfLf 0 Ho 01 roV 5 is rem '13 0-10 (771 STANDARD SYMBOLS N -ALARM CHECK VALVE A.1„ RISER W/ALARM VALVE RISER W/DELUGE VALVE 4) RISER W/DRY VALVE A RISER W/ELEC. FLOW SWITCH -WATER MOTOR BELL 6-„ _ELECTRIC BELL - FLUSH FIRE DEPT. CONN. 41110014111114411110111111111111111111.111. SPRINKLER HEAD SYMBOLS 0 -UPRIGHT ON 1/2" OUTLET Gi -PENDENT ON 1/2" OUTLET • -UPRIGHT ON 1" OUTLET 0) -PENDENT ON 1" OUTLET e _DRY PENDENT ON 1/2" OUTLET FLUSH ON `1" OUTLET SIDEWALL ON 1/2" OUTLET SIDEWALL ON 1" OUTLET II 0 RASS-12, .04779/L. ALARM 6`,Ke s -7 -Rode 411#7 - SPRINKLERS TYPE DEGREE QTY 04 411 4 . 3 TOTAL SPRINKLERS THIS DRAWING Z76, MK DATE BY //6 I 617 I kLq - CO -OR REVISIONS LOCATE BY GRID COORDINATES i'''FIELD INSPECTION BY PHONE 'TUKWILA FIRE OS RELOCATE HACK 10 COLUMN 1.6 51 2. 575- 4404 4. // fly 1 S'-lol 7 -ye, s/ryc/s /N 44' 8/9 YS - if/v. NTS r) ,... COLUMN 1,6 • /0-5- 4 N'i41 d" D 4� ,f fig, l ErWITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwilo Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptm.:o and :,vill require a resubmittal of revised dr,mings Final acceptance is subject to field - inspection by a representative of tills DATE. 7 3X9/ BY; CITY CF T <WILA 575 -440/ TUKW11A FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- , down or restoration approval. 2 INITRACT WITH A DRESS 3. 11000.. 04/4/4 4. WATER DEPL ADDRESS A CHITECT DRESS CITY CITY PROJECT ADDRESS r 301 STRANDER C5/..VO 6.99 DRAWN: SURVEYED: 40/100001444110404111.114110. 01V7TE11/ (206) 827 -9654 COSCO FIRE PROTECTION DIVISION 10910 -117TH PL, N E KIRKLAND,WA 98033 DAT DRAWING N01,1 sit. OF 4.1.1444, ,kAPT:-;.- UT COMNI7.NTS. 5 ._,rED IN :7—Z ) E ATTAC . E) LFATTc R !? b;t`T A iAffixed h�;- : 3 : oeptedbyt. Additi .:a > 3se dr. 3 acce):,3 s=.: ,ictal of rug is sub'' 3/2) f / l J TUKWILA FIRE DEPARTMENT PIe...se call: 575-4.407 and give this job No.1/�l and exact address for shut- down or restoration approval. RJ31X JACK RJ31X JACK D-128 DUAL PHONE LINE MODULE RADIONICS 8112G2 CONTROL oaoa ooao 0000 oaoa (V KEYPAD KEYPAD NOTE: ALL FIRE WIRE AND DEVICES ARE UL CERTIFIED SEHD SM'OK AG HA FS) NOTE: ALL VENT SMOKES ARE INSTALLED BY EMS CONTRACTOR AND MONITORED BY ALARMEX POPIT POPIT POPIT POPIT POPIT FP GV =POINT TRANSPONDER =SMOKE DETECTOR =FIRE PULL STATION EOL HOOD =GATE VALVE TAMPER SWITCH WF =END -OF -LINE SUPERVISORY DEVICE =VENT (DUCT) SMOKE DETECTOR =HOOD SUPPRESSION SYSTEM -WATERFLOW DEVICE =U.L. HORN UNIT r---ki =U.L. HORN/STROBE c/crn c> TITLE: T-627 SOUTH CENTER, WA DATE: 04/24/90 DRAWN BY: T.S.M. REVISION DATE: 04/24/90 This drawing and the accompanying written materials are the exclusive property of Alarmex. Possesion of this document or any written materials does not convey any right to reproduce.disclose its contents or to produce.use or sell anything it may describe. Reproduction. disclosure or use without specific prior written authorization of Alarmex is strictly forbidden. A larmex MEMORANDUM To: David Ray From: David Barnes Date: 04/24/90 Subject: HVAC System at Target T-627: Here are the Prints and Riser Diagrams we discussed on the phone. This is a stand alone HVAC Fire System. If you have any questions. Please contact Dave Barnes at 1(800) 777-0905. Thank you. Pease c •1. r and g t � v�e No. 2f:G o°r :7 cr r"r 'D WFrHCUT AS NuTEC 4ED FER The drawings zii1;e:-.; f-,-.7.reto hay ben revie\k-ed and o; the nft;f Tuk-iviia Fire De:pt. or revis!on: date wik thi 3 require arest :IL Firol 7 inspec''on depaltry.eni DATE: CITY CF 575-442x FI Rs: DPPARTMENT Pee ca3: 57.544.07 and give this job No' Z and exact address for shuta -down or restoration approvai: I . z a TUKWILA /710/344 a step ahead of tomorrow r ZURe1-I0USTI-11 INC. KIRKLAND, WASHINGTON 93033 Transmittal T. f iii C rr Attn._ Enclosed are drawings: Drawing No. Revision Copies Date: /2/�. /2 Job Name• g4 Address• Cosco Job No —57 -ti" Co Drawing No. Revision Copies Remarks• Copies To: Very truly yours, COSCO FIRE PROTECTION DIV. ZURN CONSTRUCTORS INC. COSCO FIRE PROTECTION DIV. These drawings are:_ These drawings for: c 1. ❑ Not Approved 1. E Preliminary approval [t: tN s 2 Approved by Ins TVirer64flce 1,e / 2. • As per your request aL cz Approved by Factory Insurance Association 3. Zr Your approval and/or comments 0 'o c 3. • Approved by Factory 4. 0. Fire Dept. Approval * 0 1'v o 4. • Mutuals Engineering Division and/or commentsii.- cn . oy 5. • Approved by City of 5. • Architects Approval and/or comments : 7S,, a y v {( RI i Dept. of Bldg. & Safety 6.' • Approved by City of 6. • For your use Y y '4° �'p X o Fire Department (1)7. 1--- ' KI ID Approved by Architect 7. El- Record set for your files z 0 8. • With revisions 8. • Return copies of each print - 9. f• 9. ■ Copies To: Very truly yours, COSCO FIRE PROTECTION DIV. ZURN CONSTRUCTORS INC. COSCO FIRE PROTECTION DIV. II OW, 111 yl Ih 1r I'x I;0 II 11 1 W 1 r 11 �I dp 11, y II 1 w1 MII 1 it FITTING ROOMS 119 11* i 11 ETXIT P LIGHT'',, • 111111 111111 0 111111 111111 111111 111111 r.r•r�.l�w.u� W 4 V yl WW MIPr. 111 7011 Ir p 14 71 6 M 11 y1 v f I x” 11 Y 1r 0 11 11 1 ry 1 I I I 1 X11 1 1 1 I . 1 I If 14I11/ H Y r h 111 1 mk 0 tl 1rn va,k, r 1111x ! 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111111 111111 111111 0 1 •..� AIL 18/8/8 ■11111 111111 811111 111/11 1111/1 11111 111111 `---- LAY OUT CEILING GRID WITH FULL TILE @ THIS CORNER • I . 0 111151 111111 111111 111 11111191 1111/1 fume timm 111 III 18 111111 111811 11511111 111111 111/ Mus— eum 1 • 1 • 111181 111181 118111 881181 0 111111 111111 111111 118111 511111 111181 Omni untam rbi I 810111 111111 111511 111111 111111 111111 1111511 111111 111881 11111111 0 1 1 0 1111111, 111181 111111 111111= 1111111 111111 111 OM OW I 1111101111111:11191011 mug I seri 0011 III II 111111•11 1 um: . HMI" 151111 011111 15111118 8118110 811181 ell OMNI 818911 814811 MO OM 11111 811111 118181 M11111111 HMI 11 MNIMINE OK UMW MOWN 11111111111111111111111111 la KO Hum 11.1011111111KOWIWICIMINKOM111111011WIKCIMII inime 511111 Embolumaimas oggeogi. 111181 MIMI= 818111 z 71:1724 SIMI 1188181 1811111 r. MIMI 111111114 vt MIME 1 111 11111 111111111111 11141111" 811111 /11111 1111 111111 1111/1 018441 111181 811811 - 118111 11111111 1111111 111111 - -1111r 111111 111111 111111 111111 111111 • 7000 .404405•wr MOOS SIMI 111111 111111 111111 1111111 111111.1111111 MOH all111111 111111 all 111111 11111 E11111111102011111 LBW W111111111111 1:11111111111 MEW 1 11111 MO 111111 1111 K.0111111 011111111011111111011 01111111ps 0 1101:::: 111111 1 90111 111111111111E 1111111 .1118111 8111111 111111 M111111 IIMI 111111MMRIEST ....1111111 11111MIIMM 1181118 IM1111111111111/11111:11111 111111 1111111 1111 WM 11141111 18 111 11111111 MI 111111 111111111111111 111111 11111111111111 11111 1111111111 11111111M111 OM 111111 818181 118181 111111 MINI 111111 111111 111121 M11111111 111111 118141 118111 EOM 111111 111111 11111111.111111 1111 211189,111111 Ink dk 11 • 1,7 14 I 11 • • CUSTOMER ERVICE CIRCULATION 102 CONTROL 104 1 011 isms 111111 1111 all mum lammiirlimms. :mu ornmearomumEmor ommuismat ainummummalm: is 118111 111111 1111111 MIMI 111111 0 111111 111111 AM ale 105 CASH OFF s• 103 •••••••••••••14.400000•••••••••••••••••••114440•004•440•140. 44 $4.611.• 0.00.74,01011,111•11•11101111,011•14000111104.4•461 $71•111111111170711111011PPPAR10 111110147 41•0106.111111011110001111/. 11E 111,, 1 101452 HANGER LEGEND #1. — EXPANSION SHELL, ROD & RING STANDARD SYMBOLS POST INDICATOR VALVE — KEY VALVE 441 FIRE HYDRANT y FIRE DEPT, CONNECTION 1'1 SWING CHECK VALVE troattl— NEW UNDERGROUND t:#4- EXIST. UNDERGROUND 410101,40•A0/004040N01.741111.111070.71111010•11.64041v..00404•70 .opu..rarg 41001700141•101411•41 AWN 01771•11/00.0540111070, 0,141110111, 10041070104111004 STANDARD SYMBOLS 1)1 ALARM CHECK VALVE A RISER W/ALARM VALVE RISER W/DELUGE VALVE * RISER W/DRY VALVE A - RISER !W/ELEC. FLOW SWITCH WATER MOTOR BELL ELECTRIC BELL FLUSH FIRE DEPT. CONN. -t 111111 MIMI 181111 111111 0111 MO 1111 sus 1111181 118111 11111 111111111 4 inun rut! KO I 181111 mmililli 111111111M ON Inv 111111.1111.11111 IMMO 85/11111 111111 111181 111111 811111 'M 0 111111 hem imm Mei 111.011 El' mo II 111111111111 IMMIIIM1111111= "I"' mmillin ill111111111 .111.1 11.111 INN 111110111111114/11111111.11711•3111111011 NMI 111111 1111 11111111111111 111111 118111 110111 M11111151MIII MIEN MIR1111111 MOW 1111111111•11111111111111•111111M11111111 111111 181111 111111111111 111111 111111 811111 111111 OM 1111111011111=111111 8181111 118111 8811111 IM1 WI MIN 1111 111111M • 118181 0 11111111 111111 SPRINKLER HEAD SYMBOLS O -UPRIGHT ON 1/2" OUTLET • PENDENT ON 1/2" OUTLET • UPRIGHT ON 1" OUTLET • PENDENT ON 1" OUTLET e DRY PENDENT ON 1/2" OUTLET • FLUSH ON 1" OUTLET SIDEWALL ON 1/2" OUTLET aCt. SIDEWALL ON 1" OUTLET 401111111 1 111111118.11 111111 11111110111100.011010,10011111001140010.00110,011141.4111111100,001417,01100001010 118111 111111 118181 alk 110881 11111.11.1.111.111.j illumommitiji II 111111E111111KIIMIrlirAlliaJMIT131 1111111 1111111 MN 1111111 SMIEM.........Eit siKrompromm viiiiiimm amaiustmanumuni .4 anummunz W11111111111= 111111M111111111,111111111111111111 11111111111111111 mill 111111 on 1111111111111111111111111111 11.1 MEM mot rimilimossemo 111111 01111111 0111111K101111111111K:k111111 Eim......misammiiiimmal aimuummaimmiumhi Mintrimenammiglimmall11111111WIIIINIII omminommionmanors tal slurs :mu 111111 1/ 5 1111 111111 111111 111111 111111. 111 818111 L111 111111 111111911,11111111011M1 111111 111111111111.1.11111[111 1111111 miss 1111111111 11111111111 818151 115111 111111 1111111 111111 5MIIIIIIIII 0181111 MInem MIIII 11111111111111 1111 EN MI 811111 101111 111111 MOM 111111 111111 1111 01 11 111 11 III mum „me NE 111111 511111 1111111111111111111111111MMiliIMM1111111111 111 111.1111111111111111111W1 1101 1111111111 1113111A1m....11111 111511 0 811141 111 me 111111 111111 111115111 111111 111811 111111 cifP ENTRY/SNACK BAR & MEZZANINE V 4' SCALE REFLECTED CEILING PLANS 111 ret 811111 111811 181815 111111 110111 118111 116Y4 111111111111 111191 416811118 4 Mlle REFLECTED CEILING PLAN '4. ALARM SPRINKLERS MK DATE BY 0 -ORD REVISIONS LOCATE BY GRID COORDINATES TYPE 011111 SECURITY FIELD INSPECTION BY EX STRUC II 111 1 MI Isemmimin sum 111111111111:11111111•1111E1 mom 11111111 111111 11.11111111". 11111%0111111.111011 101111 11111011 I i:::::=111111 1111 111111 5 AFF FRONT STOCK 118 GENERA14 NOTES A . ALL 'ANGLES APE 15 DEG OR MUL TIPLES OF 4$ DEG UNLESS NOTED OTHERWISE. B. SEE 4,HEET AO FOR symeoLs. PHONE CONTRACT WITH ADDRESS CITY 4 ARCHITECT ADDRESS CITY TOTAL SPRII. KLERS THIS DRAWING ADDRESS CITY LCIEGIHLITNGFIMx TOuURNM\), 1-7251 00 0 11 NOTICE SUBJECT TO FIELD INSPECTION OF THE COM- PLETED INSTALLATION, AND CONTRACTO,VS SUBMISSION OF CERTIFICATION OF REQUIRED F.UZI-IING AND HYDROSTATIC TESTS ACCEPTABLE FOR INSURANCE COVERAGE, , BASED UPON INFORMATION SHOWN /IND , SUBJECT TO COMMENTS ' 0 HEREON, ref LETTER OF DEC 4 1989 DATE BY PROJECT ADDRESS cay PHONE (206) 827 -9654 COSCO FIRE PROTECTION DIVISION DRAWING NO: ,41,411 la 14 1t 4 H rwv w R n, T I 1 y t ,( �l 11 1 • M w i x1. + 11 1 14 Y 14 , 1 14 1 W, 0 4 1 / • E0UIPMENT U GYP BG BULKHEAD - PAINT CS 1 41 I 01 1 1 X V 1! 44 it 1 111 , 44 ( w i I GYP BD BULKHEAD - PAINT C`a -w x44.1}.._4. 213 W 44,14 N11 11 1441 44 14 d 4 I 41 1 44_44 4441.4w. ., ..,...x.T .w 4444414.444.441 WV,.1 01 V- 1 Ij w 41 44t n ,A4 14 > I I1 1 204 1'--44444444--4444--44- --------- - 207 ret r r rya I44' 41i 1 - 11'1Tn I/.,r^(ry1nW,41m.Y^In} w41144.4444r114441 911. 11w .m- 01.1.0 IMO 1 w4 214 L 208 MY w 4.1 0441 4 1r7,-,,, -,,,, .mw,nl+•w r,,,,,,, -,r,,,, .• r T ryFl OR' r re-mm-r,7N. ,.---~^-ttx'- ,, TYP o OFFICES 1 - _�- --- -_ _t.___GYP-BD BULKHEABx PAINT C5 _- -- ----- -- n.� r n- Lit •-- VTI 10 1 206 R rot-Tartrmattntirmartrunriv4t4 rt. rot 041444 I I 4.4 004 wwwww- 0140 4.«- • 1.r. 4" Irl( w 4'41 r� �*Fn•• �YWyr 1mw'../.".4r,11N1.111M'r}.IFIT,- 4 0 ww .«w wet} Wow -.} 4.• -- .w1 rr / 1 i 1 LOUNGE/TRAINING 0 0 "r S TAAIR B r 4r 1 204 w}. - 4 N - J, __-" » r r Irl WT. Now .n...• 44 - ,y1 1.111 I w po w O r 4 4 (2 } MEZZANINE REFLECTED CEILING PLAN or }I 4,4 ;NA r 116 .o-4 Worn ._- 4.0.• X BAR SEAT 1 INC w 0 4 Z ._+T +.Y -. .+ 4444. .... ,--+a ._ 4 01 1 1f _T- Q 4 n 6 N C.A.T► TRAINING 212 ti 0 BRACE TOP OF WALL TO WALL PANEL K / :yes Lire t4.1* ^ 1 Q +r, GYP B 'ULKFEAD BOTTG ['AT 9 -0' AFF ,I f1,AINT 5 0 '4—.-- rl GYP Bpi SOFFIT PAINT ,C5 I «-i. 4.}1.4 n.44.1. } y -- r ,�,-- .....+.. ..1441• _ ___.....a«.. STM - 4444 " r - L1ttHT 1� 0 { 3 -2' 41-9' SNACK BAR J' MENU BOARDS 42 CENTER HTIR & VERT ON BULKHEAD IUNO Q SNACK BAR STORAGE 31-4';' -.♦- — 11161.6.P" SIM fl _ .....-,_n 040. --{�._- - .ww- »ww-.}w-....._Mww- 4.4.+4,44 14. qln” ln'o...4 •wn.r-14.00.w 44r}44o.44.4444 4444 woolorovoromo. 0181 wow -r.1 Moe.% GtYP BD BULLHEAD - 3OTTOKI AT I 7 -IIS/a' ; AFF PANT IC5 I I .,4444-� _ 1 I 1 —~ t j GYP BD SOFFIT AT 9 -O' IPAINT_C5__ 44,44 — _-� " FF -- } r 4- ......, -on SUBJECT TO FIELD INSPECTION OF THE COM. PLETED INSTALLATION, AND CONTRACTOR 5 SUBMISSION OF , I CERTIFICATION OF REQUIRED FLUSHING AND HYDROSTATIC TESTS 4. W. OW 9 4.44”14•Sr1r*,R-Iw111,r,e+4/Mww-44ropr onset �1r, 1 \\11\ 1 4 4 I t i';11 JANITOR 0 VESTIBULE PAINT C4 rt._ ndustrid ACCEPTABLE FOR INSURANCE COVERAGE, 13 isk BASED UPON INFORMATION SHOWN AND nsurers SUBJECT TO COMMENTS DATE 0.44444.4444444, PAINT C4 STAIR A BY 6/(o-P4criii____ 34, T GYP BD SOFFIT OF!EN TO ABOVE HANGER LEGEND____.___STANDARD SYMBOLS #1 —EXPANSION SHEU-, ROD & RING #3.— POWDER STUD, ROD RING 4.4. -ANGLE CLIP, ROD & RING 11;t —POST INDICATOR VALVE —KEY VALVE —FIRE HYDRANT —FIRE DEPT. CONNECTION —SWING CHECK VALVE 4:7.—COACH SCkEW, ROO it RING ta,:mg--NEW UNDERGROUND HI 4 Yr Wit 1,1\4 o ror4r52 STANDARD SYMBOLS —ALARM CHECK VALVE A —RISER W/ALARM VALVE gi —RISER W/DELUGF VALVE 41) —RISER W/DRY VALVE A —RISER W/ELEC FLOW SWITCH —WATER MOTOR BELL akal —ELECTRIC BELL T.4,41. -.FLUSH FIRE,- DEPT. CONN SPRINKLER HEAD SYMBOLS ALARM O —UPRIGHT ON 1/2" OUTLET ea —PENDENT ON 1/2" OUTLET sa —UPRIGHT ON 1" OUTLET t —PENDENT ON 1" OUTLET —DRY PENDENT ON 1/2" OUTLET 0, —FLUSH ON 1" OUTLET 4.}—SIDEWALL ON 1/2" OUTLET S1L)EWALL ON 1" OUTLET 41111444 4441111 1 olanso 0 -ORD REVISIONS LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE CONTRACT WITH PROJECT SPRINKLERS DEGREE Q ADDRESS ADDRESS PHONE WATER DEPT. ADDRESS ARCHITECT ADOR E SS CITY Tara SPRINKLERS THIS DP WING 111 11 PHONE 41 a FHCNE 444 1 ZONE: URVEYE-04 1206) 827.9854 COSCO FIRE PROTECTION DIVISION " 0910 111TH PL N E KIRKLAND WA 98033 7 IrI 7 1 • • 171 4171 441 7 ." .05 ,4 71 /71 114 171 m. , 1 1 T I '1 w l 7 4 I IS 114 mll 1 Ir 0 FOR CON1?NJATI0N - SEE 1-4 voj w1 0 2Oy /0;'4 7 -VP .°( • 1- r A 1771 r Yr *4 I T 1 *74 1 7W RECEIVING/MARL* ING AREA HYDRAUL ICAL LY DESIGNED TO DELIVER 33 GPM PER SO FT OVER 4000 SO FT OF - FLOOR AREA WHILE ALLOWING 500 GPM FOR HOSESTREAMS (2P6° HEADS) 1 AT CONTRACTORS OPT ION THE SFRINKLER DENSITY MAY BE DERIVED AS FOLLOWS DENSITY :1 -((DESIGN AREA + 4375)/12500) THE DESIGN AREA MUST BE BETWEEN 2500 50 FT AND 4000 SO FT 1 78017 M n 44* 140 M91p I 1 1 4.`7 4 !" 7 If ro w lry r 1. IF .r V x .4 Y r 1 w M+I.? II 14111k 11 . 7 4 , 1 ma 7"11/107 nl 1 47 q 4 Y ` F 4 7 11 1 1 1 1 1 N 4 14 1 Ile 11 9a 774! 77 1 1 4 Ar 71744 17 17 i 741 *4 4 49 1 u"p 1 7 V 1 4'r 17 4* 4. r m Im Ir 11 r 9 lP 1l f! 1 n} 7 1 * 11 4 7 77 * o- ,r I 1 1444 in lc 191 / ! 4 7 1 41 1 9010 0 1i11 /V **4 rot 1P4* 11 Iy 1 *AN PI ygrvw rl*7f• 1 77 M 4 4 ovIfU,- 1 TT STOCK ROOM HYDRAULICALLY DESIGNED TO DELIVER 33 GPM PER SO FT OVER 4000 SO FT OF FLOOR AREA WHILE ALLOWING 500 GPM FOR HOSESTREAMS (286' HEADS) AT CONTRACTORS OPTION THE SPRINKLER DENSITY MAY BE DERIVED AS FOLLOWS DENSITY =1 -((DESIGN AREA + 4375)/12500) THE DESIGN AREA MUST BE BETWEEN 2500 SO h�a"FT AND 4000 50_ FT 155 , , 1 G ' r" OdejtAP�fl 00 IV P 41 r 7 11 +r 7 m y I PROVIDE SPRINKLER HEADS. SHOWN DOTTED. BENEATH SLOPED PLYWOOD BARRIERS OVER SOFTLINES HANGING • 7 STORAGE ' (1657 HEADS WITH 1% " ORIFICE HEADS TO OPERATE AT 15 PSI MIN WITH 12 HEADS FLOWING) I4 1 1 7 4 REFER TO DETAIL 8 /� � I I 1 1 1 Zo • Trp u 1k ark Gx2/- ? Nfrw Z/ o/ 133 1 e cD Q4 4 43 414 4O 4 7"1 Z// r I /0-Q" 4 /49-10" /1:7"ry, s,Pi9c% 3 -,.. ,, ' 44'&q>'.% -u9N. 30':'04# 44= 0" (� tiY /19N. F a 74 ca '7 am .CoPG 1 4 0 M sl RECEIVING/MARKING AREA HYDRAULICALLY DESIGNED TO DELIVER 33 GPM PER SO FT OVER 4000 SO FT OF FLOOR AREA WHILE ALLOWING 500 GPM FOR HOSESTREAMS (286 ° HEADS1 AT CONTRACTOR 'S OPTION THE SPRINKLER DENSITY MAY BE DERIVED AS FOLLOWS DENSITY = I -(DESIGN' AREA -4375)/12500) THE DESIGN AREA MUST BE BETWEEN 2500 SO FT AND 4000 SO FT. T REFER TO SHEET M3 FOR GENERAL NOTLS r 11 1 11 1 , 1 11 ., f 1, 1 , 1 I, 1 I, I I, II I, 111 1 , 91, 1 , I I, II; III 1 11 II 1 r 11 11 71 1 A l 11, 111 1 1, 1 1, 1 , / 1, 1; 1 11, Iq 111 III , 11, 1 I, 1 , ly 11, 1/, 11 11, 11, 11, /9 9 A'nVE ,61 b II �r99K .10/ t r 1 ~ r 1.....�r�� . .� 1 I � 11-1444 ..s...J..J 11 1 111 +[ , 1, aaaaaa 11 co/'7 v/✓ S'oi G CSYSTEry i z.) /4YE Aff suee p,1, 3" FROM 4I2/40 l .r• /9-9 K U 7. '1. N ▪ yrs r 0 11 1 , wW f.r 4/4114.7 g4 04*••••44144 now •1"71— i11f “..14 r 1F1i01452 1 RECEIVING/MARKING - FIRE PROTECTION 1 I ..11114 .ra+r<***.+r41r.el.+. 3/32"=11-0" .� ? 8 z S" zkz f�N, sFv //V #./8 -7/0/24-z 0/24-z HANGER LEGEND #1 EXPANSION SHELL, ROD & RING #3.— POWDER STUD, ROD & RING #7.—COACH SCREW, ROD & RING Wt.—CEILING FLANGE, ROD & RING f,4 7777 I 1 II 44 ' NM Par& ill* 1161111•111110111 4.111101111.4•16111181111.11A1.1. 40 tri STANDARD SYMBOLS POST INDICATOR VALVE —KEY VALVE —FIRE HYDRANT —FIRE DEPT. CONNECTION I•4 —SWING CHECK VALVE t 441014 —NEW UNDERGROUND g7:4— EXIST. UNDERCIROUND 447‘41116440$ 4444444114174444014477017$041741141444~ 0 O-c/9GC 1 PT STANDARD SYMBOLS IA -ALARM CHECK VALVE A —RISER W/ALARM VALVE ® —RISER W/DELUGE VALVE a —RISER W/DRY VALVE A — RISER W/ELEC FLOW SWITCH %L^i —WATER MOTOR BELL i\ --ELECTRIC BELL -- FLUSH FIRE DEPT. CONN. • 11 1 6 fit, rol ,,„ , of ae tIL st- dr 41<711, OrA NEM 4111111, AIL 8 611 AIM 0JI 6,1 OP - SPRINKLER HEAD SYMBOLS ALARM Ar/v...6 • —UPRIGHT ON 1/2" OUTLET 0 PENDENT ON 1/2" OUTLET • UPRIGHT ON 1" OUTLET • —PENDENT ON 1" OUTLET e -DRY PENDENT ON 1/2" OUTLET • —FLUSH ON 1" OUTLET Atth—SIDEWALL ON 1/2" OUTLET SIDEWALL ON 1" OUTLET SPRINKLERS 4 / roor DEGREE 140 • I foil 44 BY CO -ORD Nezze REVISIONS --4.00ATE BY GRID COORDINATES FIELD INSPECTION BY TOTAL SPRINKLERS THIS DRAWING 44 4 or ho • • 1 3. 4. WATER DEPT ADDRESS CITY PHONE 444. 114 h • PHONE • • • 14 ddr • CONTRACT WITH ,03.42/14 ADDRESS CITY PHONE ARCHITECT ADDRESS CPHITYONE. 41+14. PROJECT ADDRESS CITY TITLE 0 N fj ro • 11 • • II Id 4 144 • 110 • NOTICE SUBJECT TO FIELD INSPECTION OF THE COM METED INSTALLATION AND CONTPACTUR S SUBMISSION OF CERTIFICATION OF REQUIRED FLUSHING AND HYDROSTATIC TESTS • nsurers ACCEPTABLE FOR I INSURANCE COVERAGE, BASED UPON INFORMATION SHOWN AND SUBJECT TO COMMENTS MC ED HEREON, P -St LETTER OF DATE ZONEt SCALE: PUN' ,74 • 41989 FRAWN: 1 SURVEYED: COSCO FIRE PROTECTION 4IVISION 011147011111444414401111141111014.4111111141111411* 15 14 6 ▪ AL 4 DA DRAWING NO • 7,71 I • 444 • t n rl Et } it I- r r u -�r P^, 1 r*J I) I j N MIAs— 4 r n Rr 1.111. "AM +, +r ""A Yr'4 Trrrra it. ttrw 4 11 t1 4 r0m101 r ark T� !4",p v II""+rnr+p rlv pr rt.,/ ,. $'Ml TN 1 1 T Ytl t tlf r , 44 pryrRr 1 1r,�n y 01104/111 4JtNnw4 p01MIp4rMrrutvoortrRrrr\ I4Ir b r2;G4, C4-1114 UA•iicts1 it AI m 04 } E Gv; 61 4 oFG.a rot2 (.0 Kiln N LJ All et t.i AA -o 4.4 -O A4 0 44-0 q41 10-0 G► 10,0 149 0 41 5G. 10-0 Ita-o IO -0 10 -is 54.t. 10.0 10 0 10 0 05rL 10-01' G't., i 10.0 1c0•0 q-5IS. dr. 3-4, /0- © 7- G► /0-v Y►/G-O r r 1 C6E� ��?/�•rll. /cQ ,,.. {?.!✓ MO1-i}✓ PfiA " Ib' 74;e46-7- ,3 k , t Y 1 1 ti • '1 1 p•hp 544.1.0 7i2/ 4"7- Z.. 0 10 01111•••••.• 10111111111111101111. +.111111•10111MOI 11 7 sr."' SUBJECT TO FIELD INSPECTION OF THE COM PLETED INSTALLATION, AND CONTRACTOR S SUBMISSION OF CERTIFICATION OF REQUIRED FLUSHING AND HYDROSTATIC TESTS 4 OEC 4 1989 fichistrid ACCEPTABLE FOR 4#7,5114ranc INSURANCE COVERAGE, LI HEREON,' n':'41:ETTER OF SUBJECT TO COMMENTS INFORMATION SHOWN AND dATE j BY HANGER LEGEND 44—EXPANSION SHELL, ROD & RING #2.—C CLAMP, ROD & RING *3.—POWDER STUD, ROD & RING *4 —ANGLE CLIP, ROD & RING #5 —L -ROD & RING *6.—EYE ROD & RING *7.— COACH SCREW, ROD & RING *IL—CEILING FLANGE, ROD & RING 0 STANDARD SYMBOLS STANDARD SYMBOLS )1( :—POST INDICATOR VALVE HKEY VALVE FIRE HYDRANT y .FIRE DEPT. CONNECTION' N SWING CHECK VALVE 0.4—NEW UNDERGROUND EXIST. UNDERGROUND pi —ALARM CHECK VALVE A —RISER w/ALARM VALVE pi —RISER W/DELUGE VALVE A —RISER W/ELEC FLOW SWITCH —WATER MOTOR BELL 67\11 ELECTRIC BELL Ira — FLUSH FIRE DEPT. CONN. SPRINKLER HEAD SYMBOLS O -UPRIGHT ON 1/2" OUTLET • — PENDENT ON 1/2" OUTLET • —UPRIGHT ON 1" OUTLET --=PENDENT ON 1" OUTLET • —DRY PENDENT ON 1/2" OUTLET FLUSH ON 10 OUTLET ti—SIDEvvALL ON 1/2" OUTLET -dt—SIDEWALL ON 17 OUTLET ALARM mK DATE BY CO -ORD REvlSiONs LOCATE By GRID COORDINATES SPRINKLERS TYPE DEGREE QIY SSW 4/8 TOTAL SPRINKLERS THIS DRAWING FIELD INSPECTION BY 1 PHONE CONTRACT WITH Ro4 44/2 a0/1.de 2. ADDRESS 3. 4. CITY PHONE 724,- gOoo WATER DEPT ARCHITECT ADDRESS ADDRESS ' THE COMPLETE LINE/101452 CITY CITY t PHONE PHONE SCALE: PROJECT ADDRESS CITY -""IIIIIIIMITIOnlallom'' (206) 827-9654 COSCO FIRE PROTECTION DIVISION 10910 4. 117TH PL 111' E KIRKLAND WA 98033 r DATE* DRAWING NO: If 110 } • 1 } 1 E1 1 - 0 ,1110 d r ,,E n 1 e I 1 I I A _ { . . 4. w ._ ..._r . x w^ 1 �.•I R. .. . w�4 w._. + or, 11 + _ +er. w •.I11 r1�^ ._. 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So .0.13. cf- I to • • rriraa--- Air • • • I A- 43 SO 117 Ili 3 rye • 0 dye, rifiie 14 41. fire f 114 Of so 11 14/14 111 Ma ?sr r1 7 P095 • ry *NW, -Amalelailli•AlleilimalliPre/a (Cf lt OINt 1014t2 A41/44044/ 10444.11144 01111 slaoa# 4110. ram• .04 1 :140 J rat 4. • nog r -+r Stie • 4* IRIRMAII 2 ire 11.2 OS 1 -4444Z, • I 4h ��*4' (.1 /444 pa • Mai gicif • • - 1414•44$1 4601$401, Or. ...44witrao. JIM AtAir.411114~ ma. L. - .01 ar 4 01 • rir )11 r • J A. `Yt 1 J -,r 4 R 1 1 ^ 11 JJL /,2d -Z Z. /41f1i✓ Cezit Eisv• /3-Q" 9 / 108 HANGER LEGEND #1. -EXPANSION SHEU., ROD & RING *3.- POWDER STUD, ROD & RING #4 -ANGLE CLIP, ROD & RING 0 - STANDARD SYMBOLS i;c1.--• POST INDICATOR VALVE Et4-KEY VALVE +A -FIRE HYDRANT y _FIRE DE.PT. CONNECTION N SWING CHECK VALVE i,cw.'s(- NEW UNDERGROUND -471-MST UNUERGHOUND 14 STANDARD SYMBOLS -ALARM CHECK VALVE A -RISER W/ALARM VALVE El -RISER W/DELUGE VALVE 40 -RISER W/DRY VALVE A -RISER W/ELEC FLOW SWITCH -WATER MOTOR BELL ELECTRIC BEL L nr W • • 4. 1 • r 212 0 00 rfi • P. 004 • • .01 • go 4,44 • SPRINKLER HEAD SYMBOLS 0 -UPRIGHT ON 1/2" OUTLET t9 -PENDENT ON 1/2" OUTLET UPRIGHT ON 1" OUTLET 0 -PENDENT ON 1" OUTLET Cger-gr5) 0 -DRY PENDENT ON 1/2" OUTLET FLUSH ON 1" OUTLET .15.-SIDEWALL ON 1/7' OUTLET .e'-SIDLNALL ON 1" OUTLET 411011114111114. • 41100•1114.001111•411A raila 4810 A....4.141001141444 14 1 . wTi 1 (') 44) tir-/of, c hi, 1,V6'/SALES AREA q-neoppu CALLY DESIGNED TO DELIVER 016 P PER SO FT OVER 3000 SO FT OF OOR AREA WHILE ALLOWING 250 GPM FOR HOSE STREAMS (212° HEADS) • • ZJIL 207 AI . ..-_ :11 ` 1 {rtt ^ ^ 1" ` ` _.rwr...y,+w-� 1... ...«R �M.r ,,. �- 1 'Y `T .. 1 1 T_._+.n._..,..._..__----_-__•___.......,_t _.rrre_ aas-7„1Tv..._ ..•. vnW,ra.YA^E-�....'. a..,....ur� 1 1� N! • { 208 1 _._ 1 f + . L...* t' 11 14 11 11 11 11 N1 211 11 11 1/0.44 14144 Ar 11 ri 3 fir • 1 ALARM SPRINKLERS TYPE to re 11 4. 1 Is 10.09,3 00 4 4 SERVICE S .10.34 11 11 11 11 441 1414 r • • • - ...� ._ .._ _..... 1.4 210 •. 4 L.. - .4 I .4 1 .011MI•r1n 1A 4'µ191411 3WW A 1111 N41') 1t /eI 11 11 .10 1 u A. 1 I 1 A Y ( 4r 4 0 46 st ift\ /;0' 11 11 11 11 11 • • • A 44 • • • • r c.rr.............x. ......... RINK ER SYSTEM 1 7-0 • • 0(1 • • • • GENERAL NOTES A FOR EXACT LOCATION OF SPRINKLER HEADS REFER TO ARCH SHEET A6 • • 0E-FrOOR'AR_ WHILE ALLOWING 250 ° _ GPM FOR FIOSF_ STREAMS (165° HEADS) • orll 11.01.1.1110.4111 .01.4,0111110. 'X6400 411111 MAK 4111.4 INIMOIVIMMIllnewit, A 481414.$0,110 tir • Z. REVISIONS LOCATE BY GRID COORDINATES FIELD INSPECTION BY 1 sc) r .414 ro 4 • • 44 1.1 014 10 I • 44. • • • • • • • ACCEPTABLE FOR INSURANCE COVERAGE,' , BASED UPON INFORMATION SHOWN AND SUBJECT TO COMMENTh 4 • •araa r- 105 SIP 106 ar a. 141 MOUNT ABOVE LIGHT Mitt) INSTALLAT NOTICE TION OF REQUIRED FLUSHING AND HYDROStAtIC TESTS,' 4. L. • • • PHONE, CONTRACT WITH 2. ADDRESS 3. 4 WATER DEPT ARCHITECT ADDRESS ADDRESS CITY CITY PHONE PROJECT ADDRESS CITY ZONE: 771/(4/1/447 • DRAWN: SVRYEIEDI MO 82 7 98 54 COSCO FIRE PROTECTION DIVISION, • DATEs ',RAVING PM: • rr •