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HomeMy WebLinkAboutPP - 5835 SEGALE PARK DR C - INDUSTRIAL REVOLUTION - PERMITS AND PLANS5835 SEGALE PARK DR C ASSOCIATED PERMITS D12-131 12-F-087 D18-0369 D18-0113 M12-074 12-S-100 D12-158 12-F-150 12-F-109 EL12-0468 D12-116 12-S-071 D06-271 06-S-145 11-S-173 08-S-494 01-F-071 01-001 00-F-424 99-F-352 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** , King Co. Assessor's Tax No.: ,C Site Address: t.L rX�� 9'g Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: S Suite Number: Floor: CONTACT PERSON -if there are questions about the submittal. Name: //J 41 Company Name: Mailing Address: City /g State Zip Day Telephone: (249 ) 32 D — 3 Z2? p tJa,Cit rm, v)c� /-Z�� ��� ck5e �T ice a 014 ?6Y/(� / City At t, rZip E-mail Address:/'7�° �L lA1GZs9 �Q �� - C! �� Fax Numbe( O ).,2[�G, Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc Date: Day Telephone: 5/14/10 TFD FP Form 8 Ottsw44 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 5335 5.50e_ ?c„‘K C_ Tenant Name: King Co. Assessor's Tax No.: 359,Z01-4 —rnci�s� l ►`�v�uu���t� • 1-1-3 (born Suite Number: Floor: New Tenant? 0 - Yes Ziercro- Property Owner's Name: Sortie G 1`TtK ape�L� S L �`,� j � Mailing Address: Pd B ( SVS" ul (C WA 538y City State Zip CONTACT PERSON -if there are questions about the submittal. g� Name: Iv a K Mn'W G.tl Day Telephone: o ' �2O' Company Name: V.kstruhC)'[Ur\ &arm .1;C Mailing Address: Id fc3 S. 4 SOn'St . (Jeal' `e_e �` y City E-mail Address: %�jilci1h3Fi►1hgrlatte'J C.cIr.Ctltlf� Fax Number: 0906` —ta (L% Valuation of Project (contractor's bid price): $ Pit) 1 /��� / / - Scope of Work (please provide detailed information): 1 Qfl�[ I c Tce Jane --A Acid poiiers (J pp ty 1'1P�CT 10 �.�iS�tnS F .n t N-3 tern Cl I) horn 6l es s de/ors. I PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: ` 4 rK 1‘4C- . i 1J�1G �1 Plan Permit App.doc -0(DaDate: 5--01- Day y Telephone: 6 ' - 3P O - 3a88T 5/14/10 TFD FP Form 8 40144 4itt SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** � + . Pc r King Co. Assessor's Tax No.: 35 �'i/ q / $ c. Site Address: 5535^ mite ark: i 'l' UE C.. _ Suite Number: Floor: Tenant Name: .-1\ a U5 %f f v\ j��P-‘i6 (,{I Cldl New Tenant? D - Yes r�- No Property Owner's Name: Sec�Gle ?-\; PS 1. -LC Mailing Address: Po 309( g6ODS ukt.olc. City WIN n13� State Zip CONTACT PERSON -if therenare questions about the submittal. Name: M g acK 1 v ` l t Day Telephone: Company Name: 456( -6 A\;.t- c'c, Mailing Address: 1953 S • Jct - <&y S�'(r(�T H'Ip 1 1? �iLf City State Zip E-mail Address: 1Ylmr`A`1,.1C.dn 1.tSltl�t�'`871�GLrn,1 t (..0/Y% Fax Number: �(�- 3aa • %a{ Valuation of Project (contractor's bid price): $ fir? Scope of Work (please provide detailed information):-.r-f15A4 ( 3 ilOCIN/sktobes Iii TO wort( Ran, CoAne4 eV5V.A5 ftX•e(StW11 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: 71 176:— Print Name: I Alk(4.1:7L. 4 / Plan Permit App.doc Day Telephone:c906. 3,0S 3,258r Date: r7" 05-'4Z/0 5/14/10 TFD FP Form 8 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -bvs- 0 u09 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: AW C Fire Alarm: of Inspection: Ty402f �,r- r Address: Suite #: 3S- S RA C t1L Contact Person: Special Instructions: Phone No.: IX1Approved per applicable codes. Corrections required prior to approval. COMMENTS: 11,44-8.41.4.4 pfcss 4'"C114%7) �, �/Prep Avae,e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 2/ // 6j Hrs.: $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 Project: o_ / Ca( geA d (vtiovu Type of Inspect i„ou,( Address: Suite #:1, ^ G1 Contact Person I/L6 Special Instructions: Monitor: GJot G Gt-rw— Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ote- 4p pri-d\/�--0 � /SOD �77NG Needs Shift Inspection: Sprinklers: Y.e. 5 Hrs.: Fire Alarm: 4/5 Hood & Duct: Monitor: GJot G Gt-rw— Pre -Fire: Permits: Occupancy Type: G✓o,r� ti,o Inspector: ,i Date: /1 f ,' f 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 T :WILA FIRE PREVENTION B1 EAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFIC!!TE 1 E FIRE ALARM AND FIRE DETECTIONT SYS EMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 5 11 1- Permit # 1 .r — 0 42-7 Property Address 5 S 3 5 $-9 ti 1c P4" rk 1% r ► ue. - Suite # City TUKWILA Zip Code Name of Facility 4 e r /ie B% (l.y q? 1 J Occupied as Owner or Representative Phone # Installing Company WA -Ch t t Cr t &''r S / I An,/> Installing Contractor's Address JJ/ 3 Ta.G� s h SJ City Seeet fl€ Phone # Installer's Name (PRINT) r q' License and/or Certificate ST £ (A/A-1-4t 07 N Ni. General Contractor Electrical Contractor D 1 FACP Equipment Manufacturer f� ° 1� b h G S Model # *741 I; G This system has been installed, pre -tested aqd operates in accordance with the standards listed below and was inspected by "Te- 5--P IA, i rd On (date) " 111— 1 a_ and includes the devices listed on back. Circle all that apply: NFPA 72, Chapt 1 2 4 5 bid/or IFC SEC 907 ✓/ NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central S .tio- Mo 't r VI/A A 141"- System is monitored by 1ilk 14IA SIGNED / Date S 1' `' I System Fir . re: Installed version Checksum Date Initial program Installation Date Revisions and Reasons Programmed by EQUIPMENT INSTALLED r.. .0 TESTED: Control Panel of Make/Model Manual Station of Make/Model Smoke Detectors of Make/Model Heat Detectors of Make/Model Duct Detectors of Make/Model A/V Devices 2 of ? Make/Model IN/lice ( 0 c -K H 5 PC Audio Devices of Make/Model Visual Devices of Make/Model Auto Door Release of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator of Make/Model HVAC Controls of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of Make/Model Valve Tamper Sw. _ of Make/Model PIV of Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes o` No Test of alarm System on emergency power, satisfactory? Yes _ No Test Witnessed by Title Comments: Date eddins\Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 LANCE MUELLER a ASSOCIATES A R CHITEC TS • AIA Memorandum Date: 3-29-2012 To: Don Tomaso CC: John Congdon From: Bob Fadden— Lance Mueller & Associates Job No. 12-024 Re: Industrial Revolution Flammable Solids Storage Room Dear Sir, The purpose of the memo is to define the requirements under the IBC and IFC for storage of palletized flammable solids that Industrial Revolution will house in the Segale 981 building in Tukwila. Industrial Revolution is a provider products used in back country camping and emergency survival. Among these products they provide area specialized matches, storage containers, lantern candles, lanterns, stoves and solid fuel pellets. They receive matches and pellets from their supplier on pallets and ship small quantities according to the customer's orders. The amounts of palletized flammable solids stored on pallets will exceed the exempt amount permitted. Flammable Solid Storage Room Sprinkler Densities and Commodities There are four things stored in the room, wood pallets, plastic pallets, matches, and fuel pellets encapsulated in plastic packaging. The matches and pellets are stored in cartons; the pellets packages themselves within the cartoons are encapsulated in plastic. The facility that they will be stored in has an ESFR Sprinkler system with K14 heads with 75 psi pressure as required by NFPA 13 with the underside of the roof deck over 35 feet but under 40 feet. Storage height within the building is limited to 30 feet based on the clearance distance required between the sprinkler head and the product. With this sprinkler density and head type storage of Class IV commodities and Group A plastic are permitted to be stored in racks without solid shelving to height of 35 feet as long as 36 inches of clearance is provide to the heads per NFPA Table 16.3.3.1 and 17.3.3.1 respectively if K14 heads are provided with 75 psi of pressure. Plastic and wood pallets are also permitted to be stored with this system to a height of 30 feet on pallets according to NFPA Table 12.12.2.1 and 12.12.2 (c) respectively if K14 heads are provided with 75 psi of pressure. RECEIVED 13 ' APR 23 2012 130 Lakeside Ave. • Suite 250 • Seattle, WA • 98122 • (206) 325-2553 • Fax (20 [ENTER Storage Quantities and Method Industrial Revolution intends to store palletized, packaged, fuel pellets and matches within the building. These materials are listed under NFPA 13 Table A.5.6.3 as Group A plastics. The palletized materials will be stored on open racks to a maximum height of 25 feet. Prior to placing the pallets in the room shrink wrapping will be removed. The initial estimated amount of matches to be stored on pallets totals 12,240 lbs. This represents 18 pallets with 20 cartoons per pallet. The initial estimated amount of fuel pellets to be stored on pallets totals 9,600 lbs. This represents 8 pallets with 20 cartoons per pallet. Storage Room Requirements Chapter 3 of the 2009 IBC lists Flammable Solid storage in section [H} 307.5 as High -Hazard, Group H-3 occupancy. Where amounts of those materials exceed 250 lbs, the limits given in [F] Table 307.1(1), they must be stored in a separate room that is constructed to meet the requirement of an H-3 occupancy group. Special lighting, ventilation, fire suppression and containment requirements may be needed based on other provisions of the code. Storage of this type of flammable solids within an H-3 storage room is a some what unique situation because there are no fumes that represent a health, physical, or explosion hazard and the product when exposed to water becomes non combustible. Lighting and Electrical Lighting in the warehouse is currently T-8 fluorescent system that is circuited to the panel. The fixtures themselves since there are no flammable vapors will function satisfactory in this environment as long as the storage use in restricted to flammable solids. These fixtures however should be re -circuited so they can be shut off from a switch next to the entry of the room. 'If the occupant wishes to storeLother.zm'Oteria[sAwithin the room additioi al.ventilati n a d',:a=vapor=sensing=should be}.provided=basedimn thespecifac inatetial. Ventilation and Air Quality Mechanical ventilation for fumes is not required however since it is an interior room with no outside air source work place ventilation will be needed. The International Mechanical Code (IMC) Table 403.3 for storage uses requires a rate of 1 cfm/square foot of floor area. Our recommendation is to install a roof mounted exhaust fan that would operate during business hours at a central location. Fire Suppression System The existing building has a fire suppression system that meets the NFPA 13 standards for storage of flammable solids. Modification or additional protection systems are not need, however a fire extinguisher station is required inside the room next to the entry point. Traditionally H-3 storage rooms have secondary containment for the fire suppression system because health hazards, physical hazards, flammables and combustibles can mix with and contaminate the sprinkler discharge water. In this situation any contamination of 130 Lakeside Ave. • Suite 250 • Seattle, WA • 98122 • (206) 325-2553 • Fax (206) 328-0554 the water would not result in a hazard any higher than product stored in the open warehouse. Since there is no special hazard, the amount of sprinkler flow is small, and the products are not water soluble due to coatings and packaging no containment is needed. Wall and Door Construction Walls separating H-3 rooms from other uses are required to be of one hour construction and terminate at the building roof. The fire resistance rating of those walls is provided in IBC TABLE 508.4. The required rating of the separation wall between the general warehouse occupancy (S-1) and the flammable storage room (H-3) is one hour. Openings in the separation wall are required to be protected by self or automatically closing door upon signal upon detection of smoke. These doors should be a minimum of a 1 hour listed assembly. Respectively Submitted; lf II Pt / CO.1—"S Prepared by Bob Fadden BS Physics and Architect 130 Lakeside Ave. • Suite 250 • Seattle, WA • 98122 • (206) 325-2553 • Fax (206) 328-0554 the water would not result in a hazard any higher than product stored in the open warehouse. Since there is no special hazard, the amount of sprinkler flow is small, and the products are not water soluble due to coatings and packaging no containment is needed. Wall and Door Construction Walls separating H-3 rooms from other uses are required to be of one hour construction and terminate at the building roof. The fire resistance rating of those walls is provided in IBC TABLE 508.4. The required rating of the separation wall between the general warehouse occupancy (S-1) and the flammable storage room (H-3) is one hour. Openings in the separation wall are required to be protected by self or automatically closing door upon signal upon detection of smoke. These doors should be a minimum of a 1 hour listed assembly. Respectively Submitted; 0V -S Prepared by Bob Fadden BS Physics and Architect 130 Lakeside Ave. • Suite 250 • Seattle, WA • 98122 • (206) 325-2553 • Fax (206) 328-0554 QUANTITY SUMMARY of FLAMMABLES Client: Industrial Revolution Date: 4-23-2012 Project Description: Storage of Flammable Solids in I-I-3 Storage Room Generated for: City of Tukwilla SOLID LIQUID SOLID LIQUID GAS w STOld GE4 CLASS GAS LIQUID GAS ®I o D, Flammable Liquid I-A DNA DNA DNA DNA DNA DNA DNA DNA DNA I-B DNA DNA DNA DNA DNA DNA DNA DNA DNA I-C DNA DNA DNA DNA DNA DNA DNA DNA DNA Flammable Solids Cartooned Water Proof Matches 01.2.4.4,0111:1 Fuel Pellets (encapsulated in plastic inside cartoons) KMU1 Solids listed in Hounds_ Liquids listed in ualinns lnnnndsl (ne listed in cnhic feet 1lhc1 faa11nne1 1 AUG -01-2011 11:02 PATRIOT FIRE pATRIOT RE PROTECTION Fire Sprinklers Save Lives! 253 284 3547 P.02 2707 70TH Avenue East Tacoma, WA98424 August 1, 2011 To: Al Metzler Tukwila Fire Department 444 Andover Park E Tukwila, WA Re: industrial Distributing Group 5835 Segale Park Drive C Tukwila, WA 98188 Mr. Metzler: TEL: (253) 926.2290 FAX: (253) 922.6150 FILL 61)p Patriot Fire Protection, Inc. is requesting a shut down number so we can shut down the sprinkler system at the above project location to remove a sprinkler head in a modular office that is being removed in the warehouse. Please feel free to call with any questions. Sincerely, PATRIOT FIRE PROTECTION, INC. John Dacca Project Manager Phone: 253-284-3467 Fax: 253-922-6150 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 www.patriotfire.com PATRIFP099CF TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval. SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 TOTAL P.02 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p mit TY\ - o14 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ` f ,,,� �� d v j`�C\o►L vol.Av\Cu h Type of Inspecti9n: k11st. 711"..L..... ,, Address:5$35 5.e5 4.e lcirt:.4'`�. Suite #: Contact Person: pe_c•AAD Monitor: \.,414,-....,1.,--6,-. AVe.4-vim ., -' Q5 Special Instructions: Phone No.: 425— 4 -83k\ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: t(qs, Sprinklers: ES'FR. Fire Alarm: Y AckINvAL Hood & Duct: Monitor: \.,414,-....,1.,--6,-. AVe.4-vim Pre -Fire: Permits: Occupancy Type: Inspector: X51 Date: e[311 Z. Hrs.: t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p = • ' it POS1 EL. D�z-3I IZ—S— (00 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: � o�� ori T e of Inspection kca Tt,r...(.„ Address: 9fef ,S3 Att. ,pr- L. Suite #: Contact Person: `R Zs f ,,, Special Instructions: Phone No.: 425 —E3 - 83 l t _ZApproved per applicable codes. Corrections required prior to approval. COMMENTS: CDS 1;,AL.,. c Needs Shift Inspection: ke.fz Sprinklers: !�s t,S Date: tt3iV Z HIrs.: 1 Fire Alarm: Vv -z.L.. Hood & Duct: Monitor: ,. 4s1..A...*av, {A�04--r-, Pre -Fire: Permits: Occupancy Type: 3 S 1 I1 1 13, Inspector: ` 5l Date: tt3iV Z HIrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy wit er it tz- F -Aso PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1.v$kcio►L (2,c_vo, .--kwy-, Type of Inspection: arc ek.A.,L Address: Eete, 3 5 f nat e ,Dir'C " Suite #: Contact Person • �.�r0 .JS Special Instructions: Phone No.: `�ZS--`-S-3-$3 i1 .Approved per applicable codes. Corrections required prior to approval. COMMENTS: e. Sir vl: Needs Shift Inspection: \ 94 Sprinklers: ES"-( . Fire Alarm: mgyk.34L, Hood & Duct: Monitor: W,pfv.t.t.,. -o.., v4k04- ,.,. Pre -Fire: Permits: Occupancy Type: F Z Inspector: yv\ Date: ce1? l 1 z Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 t�- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit J UJ a / - - /s -o A io - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: S `t 9 VI v Oi&s .r. rc-C fro Type of Inspection: 5 4 Address: s—v 3 Suite #: S Pit C. Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Cyl,. (-71._ Date: ') ih Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe it AO DI 2- —iSP /2 - f- /So PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �eaceo f✓iter.i 4e4A,44,4144.1. Type of Inspection: t i' 411.4nry F'.w1 Address: as S' ge Suite #: I - kW. Contact Person: Special Instructions: Monitor: Phone No.: Z-04 • 3z8•- ,Sz8',' Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: Hood & Duct: CD Pk s cal 5;1 iik a►c- Monitor: Pre -Fire: / Permits: Pe r L Cco,,ty leiz).t. vie S•Sk.L o rc V •4s : ! _ A.lt/tPes-.e— STivlcea 14.:.0.- . f S....0C. sas.....-.14•644 3 45 reedeej M'1 v2v i se S.;r.C_ Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: F0r163 Date: 7/t /jZ Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 a INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe A®,764. 112-13t /2-f- 1G4 £'z-oy4- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1,s,utt,;,r,/ Re,,dl,...1,-04 Type of Inspection: Aoo- OwTJiAL O rc.e rrot 3».,(4 _ 7- seirli-• Say.. 5.4 a c Address: 035- SC9ct:G pg. D. G Suite #: Contact Person: i� P(eJ 'c Colo J - r2 y,, 5.s h / . Special Instructions: Phone No.: Zoc 348 - 3 2-8? kApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers:/ Aoo- OwTJiAL O rc.e rrot 3».,(4 _ 7- seirli-• Say.. 5.4 a c % '' 1. .4-t ed -f 41.04,..4 Gtosze �%•.-- i/- 3 /eon c..)/01.,„- obi 5.-,k' i� P(eJ 'c Colo J - r2 y,, 5.s h / . Monitor: Pre -Fire: tow4e. Awl. Occupancy Type: V To Rsow. TCs744- .S,.b/Ge.- - %riyyae.- 601, ‘,10-1 4./.4.40•-7 0 'P.51'44 G4or.a..J -► /3‘.•.r.1 ,-L, .aa•g- . ;reset tcrmoi 4/007.r4 o .ai . Needs Shift Inspection: Sprinklers:/ Date: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S.; Date: 7//9/j2, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -CJ12—J1. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: rnio ws- rr',-I LP-vc,t (...-t�v_I Type of Inspection:„ �� , rt - f /, / Address: 5'8.33 S� .a. Suite #: S,pireoR- o 6 - Ptr .:4” c-� 2J- Contact Person: Special Instructions: Hood & Duct: Phone No.: V( Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,c).? 53 4 I rtle-m S,pireoR- o 6 - Ptr .:4” c-� 2J- r --Pry aef cy /44-€ 4- 1°-4"rwt.-4- . Hood & Duct: (-O Iti6v..cs c... 0.1 3-ce cr cr`44 --1. Pre -Fire: ,e) Permits: Occupancy Type: Needs Shift Inspection: ,c).? 53 Sprinklers:/ s7iG11 Z_ Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,c).? 53 Date: s7iG11 Z_ Hrs.: / ztk $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T. F„ D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per /a.— F- oc FIL PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 14 341.14 Sprinklers: Type of Inspection: �-�3>J SCC4t ASuite Ow C Contact Person: Special Instructions: Pre -Fire: Phone No.: >Approved per applicable codes. Corrections required prior to approval. COMMENTS: FA- -F1,6 ( oic Needs Shift Inspection: Sprinklers: Fire Alarm: M Hood & Duct: Monitor: t.✓,4- Al 4 t.,,,, Pre -Fire: Permits: Occupancy Type: Inspector: 4,14 3--1 I Date: jy _ /)._ Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD D b- —if so Retain a copy with permit -F - DT % FILE W� 0 PERMIT NUMBERS 4 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Type of Inspection: Fire Alarm: Address: si3�' 5,e0( Pk Or C, Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Add he.i/$kl( - .7 orf cc ge -404- sLk.stiti P - 5 -'j -I0 ( =x M Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 3---/f_/.)__ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD 41- S — `' 71 Retain a copy with permit f 1 ,h �J O� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:f �'� s t�� � / ✓ o ( + (a .✓ Type of Inspection: J 1� (v (i.e.. .r Address: E-63 5 Suite #: S, ilyt.t.0(4_, c Contact Person: Special Instructions: Occupancy Type: Phone No.: gjApproved per applicable codes. Corrections required prior to approval. COMMENTS: (_ Cf) v -u - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /- - 5-2- Date: O Wi a/ 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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER AUG9 INSPECTION RECORD -z7 Retain a copywith permit 0- S c - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: G '�' L ilI h ! /�t�Icic�! T �� ` Z 77.r- / Type of Inspe ion: c c� ✓IK T / / p /� Gf/O �,t,�- Y Addres Suite #:3-635 Se,70le, P lir C Contact Person: Special Instructions: Permits: Phone No.: Occupancy Type: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ll -d7 — © F D K 4--0 c_.ou, ��- Needs Shift Inspection: /1/,7t Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: _Inppector: .<--____57O Date: V -21f0 Hrs.: ,A— \J $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 444 Andover Park East. Call to schedule reinspection. e pt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building Landsberg T.I FILE NUMBER: s981-lti DATE: Dec 11, 2000 -DESIGN DATA - cal) -/ ATA-,! 74° OCCUPANCY CLASSIFICATION: _.),aTHazard DENSITY: .13 gpm/sq. ft. AREA OF APPLICATION: 3000 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 36 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 593.8 gpm TOTAL WATER REQUIRED (including hose): 1193.8 gpm FLOW AND PRESSURE BASE OF RISER Node(4):593.8 gpm @ 111.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA ti' Da,te: 12/11/2000 JOB TITLE: Segale 981 Building System WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. PRESS. (PSI) CITY 135.0 128.0 FLOW (GPM) 1500.0 AGGREGATE FLOW ANALYSIS: S981-LTI 1 Under Mezz Landsberg TI AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) REQ'D PRESS. (PSI) 130.4 1193.8 111.6 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG CITY 4 5 6 7 8 9 B10 B11 B14 B15 B20 B21 B22 B23 B24 B25 B26 B27 B28 B29 B30 B31 B40 B41 B42 B43 B44 B45 B46 B47 B48 B49 B50 ELEVATION NODE TYPE (FT) 0.0 0.5 2.3 2.3 2.3 2.3 2.3 30.8 30.8 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 1193.8 GPM 450.0 GPM 150.0 GPM 593.8 GPM PRESSURE DISCHARGE (PSI) (GPM) SOURCE 111.6 HOSE STREAM 111.2 110.4 106.9 106.9 106.9 106.9 94.3 93.7 91.4 91.3 91.0 91.0 90.9 90.8 90.8 90.8 90.8 90.8 90.8 90.8 90.7 90.7 89.9 89.8 89.8 89.8 89.8 89.7 89.7 89.7 89.7 r - - - 89.7 89.7 743.8 150.0 w_ Dzte: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) B51 37.5 89,7 B60 35.2 89,5 B61 35.2 89,5 B62 35.2 89,5 B63 35.2 89,8 B64 35.2 90.0 B65 35.2 90.1 B66 35.2 90,2 B67 35.2 90.3 B68 35.2 90.4 B69 35.2 90.4 B70 35.2 90.4 B71 35.2 90.4 B80 37.5 88.6 B81 37.5 88.6 B82 37.5 88.6 B83 37.5 88.9 B84 37.5 89.1 B85 37.5 89.2 B86 37.5 89.3 B87 37.5 89.4 B88 37.5 89.4 B89 37.5 89.4 B90 37.5 89.4 B91 37.5 89.4 101 37.5 89.5 102 37.5 89.5 103 37.5 89.5 104 37.5 89.5 105 37.5 89.5 106 37.5 89.5 107 37.5 89.5 108 37.5 89.5 109 37.5 89.5 110 37.5 89.5 111 37.5 89.5 112 37.5 89.5 113 37.5 89.6 114 37.5 89.5 115 37.5 89.5 116 37.5 89.5 117 37.5 89.5 118 37.5 89.5 A 35.2 89.0 30 35.2 79.2 31 11.2 81.2 32 11.2 65.1 33 11.2 48.8 34 11.2 28.7 50 11.2 20.7 51 11.2 - - - - 16.3 52 11.2 13.4 53 11.2 - - - - 12.6 54 11.2 12.3 D#te: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 55 12.2 - - - - 18.9 56 12.2 - - - - 14.4 57 12.2 - - - - 11.3 58 12.2 - - - - 9.8 59 12.2 - - - - 10.7 U1 12.2 - - - - 10.9 U2 12.2 - - - - 9.5 U3 12.2 - - - - 8.8 U4 12.2 - - - - 10.3 U5 12.2 - - - - 9.7 U6 12.2 - - - - 9.6 U7 12.2 - - - - 9.6 U8 12.2 - - - - 9.7 U9 12.2 - - - - 9.3 U10 12.2 - - - - 8.0 Ull 12.2 - - - - 7.3 U12 12.2 - - - - 7.1 U13 12.2 - - - - 7.0 U14 12.2 - - - - 7.0 U15 12.2 - - - - 7.1 U16 12.2 - - - - 6.8 U17 12.2 - - - - 6.8 U18 12.2 - - - - 6.9 U19 12.2 - - - - 9.9 U20 12.2 - - - - 9.6 U21 12.2 - - - - 9.6 U22 12.2 - - - - 9.7 U23 12.2 - - - - 8.9 U24 12.2 - - - - 7.9 U25 12.2 - - - - 7.4 U26 12.2 - - - - 7.1 U27 12.2 - - - - 7.1 U28 12.2 - - - - 7.1 U30 10.8 - - - - 12.5 U31 12.2 - - - - 17.0 U32 12.2 - - - - 17.7 U33 12.2 - - - - 13.9 U35 12.2 - - - - 10.4 U36 12.2 - - - - 8.4 U37 12.2 - - - - 13.0 U38 12.2 - - - - 11.8 U40 10.8 - - - - 9.0 U41 10.8 - - - - 8.7 U42 10.8 - - - - 8.2 U43 10.8 - - - - 8.0 U44 10.8 - - - - 8.0 U50 12.2 - - - - 8.1 U51 12.2 - - - - 7.8 U60 12.2 - - - - 9.6 U61 12.2 - - - - 8.3 U62 12.2 - - - - 7.3 U63 12.2 - - - - 7.2 U64 12.2 - - - - 7.2 U70 12.2 - - - - 12.2 NY D}te: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) U71 12.2 11.5 U72 12.2 10.0 U73 12.2 10.0 U74 12.2 9,9 U80 10.8 11.9 U81 10.8 11.6 U82 10.8 11.0 U83 10.8 10.8 U84 10.8 10.8 L1 12.2 7.4 L2 12.2 7.6 L3 12.2 8.4 L4 12.2 7.8 L5 12.2 9.0 L6 12.2 8.8 L7 12.2 8.5 L8 12.2 8.2 L9 12.2 8.7 L10 12.2 7.5 L11 12.2 8.2 L12 12.2 6.3 L13 12.2 6.3 L14 12.2 6.1 L15 12.2 6.0 L16 12.2 6.2 L17 12.2 9.5 L18 12.2 9.4 L19 12.2 9.5 L20 12.2 8.3 L21 12.2 7.5 L22 12.2 7.1 L23 12.2 6.3 L24 12.2 6.2 L25 12.2 6.5 L26 12.2 8.8 L27 12.2 8.6 L28 12.2 8.5 L29 12.2 8.7 L30 12.2 8.0 L31 12.2 7.1 L32 12.2 6.6 L33 12.2 6.8 L34 12.2 6.5 L35 12.2 6.7 L36 12.2 11.2 - - - L51 9.0 K= 5.62 8.3 16.2 L52 9.0 K= 5.62 8.6 16.4 L53 9.0 K= 5.62 9.3 17.2 L54 9.0 K= 5.62 8.8 16.7 L55 9.0 K= 5.62 9.9 17.7 L56 9.0 K= 5.62 9.7 17.5 L57 9.0 K= 5.62 9.4 17.3 L58 9.0 K= 5.62 9.1 16.9 L59 9.0 K= 5.62 9.6 17.4 w Dzte: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) L60 9.0 K= 5.62 8.2 16.1 L61 9.0 K= 5.62 9.1 17.0 L62 9.0 K= 5.62 7.3 15.2 L63 9.0 K= 5.62 7.3 15.2 L64 9.0 K= 5.62 7.2 15.0 L65 9.0 K= 5.62 7.0 14.9 L66 9.0 K= 5.62 7.2 15.1 L67 9.0 K= 5.62 10.1 17.9 L68 9.0 K= 5.62 10.1 17.8 L69 9.0 K= 5.62 10.1 17.9 L70 9.0 K= 5.62 9.0 16.9 L71 9.0 K= 5.62 8.2 16.1 L72 9.0 K= 5.62 7.8 15.7 L73 9.0 K= 5.62 7.3 15.2 L74 9.0 K= 5.62 7.2 15.1 L75 9.0 K= 5.62 7.5 15.4 L76 9.0 K= 5.62 9.7 17.5 L77 9.0 K= 5.62 9.5 17.4 L78 9.0 K= 5.62 9.4 17.2 L79 9.0 K= 5.62 9.6 17.4 L80 9.0 K= 5.62 8.9 16.8 L81 9.0 K= 5.62 8.0 15.9 L82 9.0 K= 5.62 7.6 15.5 L83 9.0 K= 5.62 7.8 15.7 L84 9.0 K= 5.62 7.5 15.4 L85 9.0 K= 5.62 7.7 15.6 L86 9.0 K= 5.62 12.1 19.6 Dzte: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 743.8 10.400 PL 30.00 PF 0.2 CITY 0.0 SRCE 111.6 (N/A) 2.8 140 FTG ETG PE -0.2 4 0.5 H.S. 111.2 150.0 0.001 TL 139.00 PV 0.1 Pipe: 2 593.8 8.249 PL 1.50 PF 0.1 4 0.5 H.S. 111.2 150.0 3.6 120 FTG E PE -0.8 5 2.3 0.0 110.4 0.0 0.003 TL 21.50 PV 0.1 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 110.4 0.0 3.5 psi, 593.8 gpm 6 2.3 0.0 106.9 0.0 Pipe: 4 593.8 8.249 PL 1.50 PF 0.0 6 2.3 0.0 106.9 0.0 3.6 120 FTG ---- PE 0.0 7 2.3 0.0 106.9 0.0 0.003 TL 1.50 PV 0.1 Pipe: 5 593.7 8.249 PL 2.00 PF 0.0 7 2.3 0.0 106.9 0.0 3.6 120 FTG ---- PE 0.0 8 2.3 0.0 106.9 0.0 0.003 TL 2.00 PV 0.1 Pipe: 6 0.0 8.249 PL 2.00 PF 0.0 8 2.3 0.0 106.9 0.0 0.0 120 FTG ---- PE 0.0 9 2.3 0.0 106.9 0.0 0.000 TL 2.00 PV 0.0 Pipe: 7 593.8 8.249 PL 26.21 PF 0.2 8 2.3 0.0 106.9 0.0 3.6 120 FTG TG PE -12.3 B10 30.8 0.0 94.3 0.0 0.003 TL 72.21 PV 0.1 Pipe: 8 593.8 8.249 PL 167.04 PF 0.6 B10 30.8 0.0 94.3 0.0 3.6 120 FTG 2E PE 0.0 B11 30.8 0.0 93.7 0.0 0.003 TL 207.04 PV 0.1 Pipe: 11 593.8 8.249 PL 110.25 PF 0.4 B11 30.8 0.0 93.7 0.0 3.6 120 FTG E PE -1.9 B14 35.2 0.0 91.4 0.0 0.003 TL 130.25 PV 0.1 Pipe: 12 593.8 8.249 PL 8.71 PF 0.1 B14 35.2 0.0 91.4 0.0 3.6 120 FTG E PE 0.0 B15 35.2 0.0 91.3 0.0 0.003 TL 28.71 PV 0.1 Pipe: 13 593.8 6.357 PL 4.33 PF 0.2 B15 35.2 0.0 91.3 0.0 6.0 120 FTG E PE 0.0 B20 35.2 0.0 91.0 0.0 0.011 TL 22.33 PV 0.2 Pipe: 14 520.1 6.357 PL 10.00 PF 0.1 B20 35.2 0.0 91.0 0.0 5.3 120 FTG ---- PE 0.0 B21 35.2 0.0 91.0 0.0 0.008 TL 10.00 PV 0.2 Pipe: 15 448.2 6.357 PL 10.00 PF 0.1 B21 35.2 0.0 91.0 0.0 4.5 120 FTG ---- PE 0.0 B22 35.2 0.0 90.9 0.0 0.006 TL 10.00 PV 0.1 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 16 377.6 6.357 PL 10.00 PF 0.0 B22 35.2 0.0 90.9 0.0 3.8 120 FTG ---- PE 0.0 B23 35.2 0.0 90.8 0.0 0.005 TL 10.00 PV 0.1 Pipe: 17 316.7 6.357 PL 10.00 PF 0.0 B23 35.2 0.0 90.8 0.0 3.2 120 FTG ---- PE 0.0 B24 35.2 0.0 90.8 0.0 0.003 TL 10.00 PV 0.1 Pipe: 18 263.7 6.357 PL 10.00 PF 0.0 B24 35.2 0.0 90.8 0.0 2.7 120 FTG ---- PE 0.0 B25 35.2 0.0 90.8 0.0 0.002 TL 10.00 PV 0.0 Pipe: 19 217.0 6.357 PL 10.00 PF 0.0 B25 35.2 0.0 90.8 0.0 2.2 120 FTG ---- PE 0.0 B26 35.2 0.0 90.8 0.0 0.002 TL 10.00 PV 0.0 Pipe: 20 175.3 6.357 PL 10.00 PF 0.0 B26 35.2 0.0 90.8 0.0 1.8 120 FTG ---- PE 0.0 B27 35.2 0.0 90.8 0.0 0.001 TL 10.00 PV 0.0 Pipe: 21 137.1 6.357 PL 10.00 PF 0.0 B27 35.2 0.0 90.8 0.0 1.4 120 FTG ---- PE 0.0 B28 35.2 0.0 90.8 0.0 0.001 TL 10.00 PV 0.0 Pipe: 22 101.3 6.357 PL 10.00 PF 0.0 B28 35.2 0.0 90.8 0.0 1.0 120 FTG ---- PE 0.0 B29 35.2 0.0 90.8 0.0 0.000 TL 10.00 PV 0.0 Pipe: 23 67.0 6.357 PL 10.00 PF 0.0 B29 35.2 0.0 90.8 0.0 0.7 120 FTG ---- PE 0.0 B30 35.2 0.0 90.7 0.0 0.000 TL 10.00 PV 0.0 Pipe: 24 33.4 6.357 PL 10.00 PF 0.0 B30 35.2 0.0 90.7 0.0 0.3 120 FTG ---- PE 0.0 B31 35.2 0.0 90.7 0.0 0.000 TL 10.00 PV 0.0 Pipe: 25 73.7 3.352 PL 2.29 PF 0.1 B20 35.2 0.0 91.0 0.0 2.7 120 FTG T PE -1.0 B40 37.5 0.0 89.9 0.0 0.005 TL 25.29 PV 0.0 Pipe: 26 71.9 3.352 PL 2.29 PF 0.1 B21 35.2 0.0 91.0 0.0 2.6 120 FTG T PE -1.0 841 37.5 0.0 89.8 0.0 0.005 TL 25.29 PV 0.0 Pipe: 27 70.6 3.352 PL 2.29 PF 0.1 B22 35.2 0.0 90.9 0.0 2.6 120 FTG T PE -1.0 B42 37.5 0.0 89.8 0.0 0.005 TL 25.29 PV 0.0 Pipe: 28 60.9 3.352 PL 2.29 PF 0.1 B23 35.2 0.0 90.8 0.0 2.2 120 FTG T PE -1.0 B43 37.5 0.0 89.8 0.0 0.004 TL 25.29 PV 0.0 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 29 53.0 3.352 PL 2.29 PF 0.1 B24 35.2 0.0 90.8 0.0 1.9 120 FTG T PE -1.0 B44 37.5 0.0 89.8 0.0 0.003 TL 25.29 PV 0.0 Pipe: 30 46.7 3.352 PL 2.29 PF 0.1 B25 35.2 0.0 90.8 0.0 1.7 120 FTG T PE -1.0 B45 37.5 0.0 89.7 0.0 0.002 TL 25.29 PV 0.0 Pipe: 31 41.8 3.352 PL 2.29 PF 0.0 B26 35.2 0.0 90.8 0.0 1.5 120 FTG T PE -1.0 B46 37.5 0.0 89.7 0.0 0.002 TL 25.29 PV 0.0 Pipe: 32 38.2 3.352 PL 2.29 PF 0.0 B27 35.2 0.0 90.8 0.0 1.4 120 FTG T PE -1.0 B47 37.5 0.0 89.7 0.0 0.002 TL 25.29 PV 0.0 Pipe: 33 35.8 3.352 PL 2.29 PF 0.0 B28 35.2 0.0 90.8 0.0 1.3 120 FTG T PE -1.0 B48 37.5 0.0 89.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 34 34.3 3.352 PL 2.29 PF 0.0 B29 35.2 0.0 90.8 0.0 1.2 120 FTG T PE -1.0 B49 37.5 0.0 89.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 35 33.6 3.352 PL 2.29 PF 0.0 B30 35.2 0.0 90.7 0.0 1.2 120 FTG T PE -1.0 B50 37.5 0.0 89.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 36 33.4 3.352 PL 2.29 PF 0.0 B31 35.2 0.0 90.7 0.0 1.2 120 FTG T PE -1.0 B51 37.5 0.0 89.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 37 73.7 4.352 PL 10.00 PF 0.0 B60 35.2 0.0 89.5 0.0 1.6 120 FTG ---- PE 0.0 B61 35.2 0.0 89.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 38 145.6 4.352 PL 3.25 PF 0.0 B61 35.2 0.0 89.5 0.0 3.1 120 FTG ---- PE 0.0 B62 35.2 0.0 89.5 0.0 0.005 TL 3.25 PV 0.1 Pipe: 38A -593.8 4.352 PL 6.75 PF 0.5 A 35.2 0.0 89.0 0.0 12.8 120 FTG ---- PE 0.0 B62 35.2 0.0 89.5 0.0 0.068 TL 6.75 PV 1.1 Pipe: 39 -377.6 4.352 PL 10.00 PF 0.3 B62 35.2 0.0 89.5 0.0 8.1 120 FTG ---- PE 0.0 B63 35.2 0.0 89.8 0.0 0.029 TL 10.00 PV 0.4 Pipe: 40 -316.7 4.352 PL 10.00 PF 0.2 B63 35.2 0.0 89.8 0.0 6.8 120 FTG ---- PE 0.0 B64 35.2 0.0 90.0 0.0 0.021 TL 10.00 PV 0.3 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 41 -263.7 4.352 PL 10.00 PF 0.2 B64 35.2 0.0 90.0 0.0 5.7 120 FTG ---- PE 0.0 B65 35.2 0.0 90.1 0.0 0.015 TL 10.00 PV 0.2 Pipe: 42 -217.0 4.352 PL 10.00 PF 0.1 B65 35.2 0.0 90.1 0.0 4.7 120 FTG ---- PE 0.0 B66 35.2 0.0 90.2 0.0 0.010 TL 10.00 PV 0.1 Pipe: 43 -175.3 4.352 PL 10.00 PF 0.1 B66 35.2 0.0 90.2 0.0 3.8 120 FTG ---- PE 0.0 B67 35.2 0.0 90.3 0.0 0.007 TL 10.00 PV 0.1 Pipe: 44 -137.1 4.352 PL 10.00 PF 0.0 B67 35.2 0.0 90.3 0.0 3.0 120 FTG ---- PE 0.0 B68 35.2 0.0 90.4 0.0 0.004 TL 10.00 PV 0.1 Pipe: 45 -101.3 4.352 PL 10.00 PF 0.0 B68 35.2 0.0 90.4 0.0 2.2 120 FTG ---- PE 0.0 B69 35.2 0.0 90.4 0.0 0.003 TL 10.00 PV 0.0 Pipe: 46 -67.0 4.352 PL 10.00 PF 0.0 B69 35.2 0.0 90.4 0.0 1.4 120 FTG ---- PE 0.0 B70 35.2 0.0 90.4 0.0 0.001 TL 10.00 PV 0.0 Pipe: 47 -33.4 4.352 PL 10.00 PF 0.0 B70 35.2 0.0 90.4 0.0 0.7 120 FTG ---- PE 0.0 B71 35.2 0.0 90.4 0.0 0.000 TL 10.00 PV 0.0 Pipe: 48 -73.7 3.352 PL 2.29 PF 0.1 B60 35.2 0.0 89.5 0.0 2.7 120 FTG T PE -1.0 B80 37.5 0.0 88.6 0.0 0.005 TL 25.29 PV 0.0 Pipe: 49 -71.9 3.352 PL 2.29 PF 0.1 B61 35.2 0.0 89.5 0.0 2.6 120 FTG T PE -1.0 B81 37.5 0.0 88.6 0.0 0.005 TL 25.29 PV 0.0 Pipe: 50 -70.6 3.352 PL 2.29 PF 0.1 B62 35.2 0.0 89.5 0.0 2.6 120 FTG T PE -1.0 B82 37.5 0.0 88.6 0.0 0.005 TL 25.29 PV 0.0 Pipe: 51 -60.9 3.352 PL 2.29 PF 0.1 B63 35.2 0.0 89.8 0.0 2.2 120 FTG T PE -1.0 B83 37.5 0.0 88.9 0.0 0.004 TL 25.29 PV 0.0 Pipe: 52 -53.0 3.352 PL 2.29 PF 0.1 B64 35.2 0.0 90.0 0.0 1.9 120 FTG T PE -1.0 B84 37.5 0.0 89.1 0.0 0.003 TL 25.29 PV 0.0 Pipe: 53 -46.7 3.352 PL 2.29 PF 0.1 B65 35.2 0.0 90.1 0.0 1.7 120 FTG T PE -1.0 B85 37.5 0.0 89.2 0.0 0.002 TL 25.29 PV 0.0 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 54 -41.8 3.352 PL 2.29 PF 0.0 B66 35.2 0.0 90.2 0.0 1.5 120 FTG T PE -1.0 B86 37.5 0.0 89.3 0.0 0.002 TL 25.29 PV 0.0 Pipe: 55 -38.2 3.352 PL 2.29 PF 0.0 B67 35.2 0.0 90.3 0.0 1.4 120 FTG T PE -1.0 B87 37.5 0.0 89.4 0.0 0.002 TL 25.29 PV 0.0 Pipe: 56 -35.8 3.352 PL 2.29 PF 0.0 B68 35.2 0.0 90.4 0.0 1.3 120 FTG T PE -1.0 B88 37.5 0.0 89.4 0.0 0.001 TL 25.29 PV 0.0 Pipe: 57 -34.3 3.352 PL 2.29 PF 0.0 B69 35.2 0.0 90.4 0.0 1.2 120 FTG T PE -1.0 B89 37.5 0.0 89.4 0.0 0.001 TL 25.29 PV 0.0 Pipe: 58 -33.6 3.352 PL 2.29 PF 0.0 B70 35.2 0.0 90.4 0.0 1.2 120 FTG T PE -1.0 B90 37.5 0.0 89.4 0.0 0.001 TL 25.29 PV 0.0 Pipe: 59 -33.4 3.352 PL 2.29 PF 0.0 B71 35.2 0.0 90.4 0.0 1.2 120 FTG T PE -1.0 B91 37.5 0.0 89.4 0.0 0.001 TL 25.29 PV 0.0 Pipe: 60 73.7 3.352 PL 205.00 PF 1.3 B40 37.5 0.0 89.9 0.0 2.7 120 FTG 2T PE 0.0 B80 37.5 0.0 88.6 0.0 0.005 TL 251.00 PV 0.0 Pipe: 61 71.9 3.352 PL 205.00 PF 1.2 B41 37.5 0.0 89.8 0.0 2.6 120 FTG 2T PE 0.0 B81 37.5 0.0 88.6 0.0 0.005 TL 251.00 PV 0.0 Pipe: 62 70.6 3.352 PL 205.00 PF 1.2 B42 37.5 0.0 89.8 0.0 2.6 120 FTG 2T PE 0.0 B82 37.5 0.0 88.6 0.0 0.005 TL 251.00 PV 0.0 Pipe: 63 60.9 3.352 PL 205.00 PF 0.9 B43 37.5 0.0 89.8 0.0 2.2 120 FTG 2T PE 0.0 B83 37.5 0.0 88.9 0.0 0.004 TL 251.00 PV 0.0 Pipe: 64 53.0 3.352 PL 205.00 PF 0.7 B44 37.5 0.0 89.8 0.0 1.9 120 FTG 2T PE 0.0 B84 37.5 0.0 89.1 0.0 0.003 TL 251.00 PV 0.0 Pipe: 65 46.7 3.352 PL 205.00 PF 0.5 B45 37.5 0.0 89.7 0.0 1.7 120 FTG 2T PE 0.0 B85 37.5 0.0 89.2 0.0 0.002 TL 251.00 PV 0.0 Pipe: 66 41.8 3.352 PL 205.00 PF 0.4 B46 37.5 0.0 89.7 0.0 1.5 120 FTG 2T PE 0.0 B86 37.5 0.0 89.3 0.0 0.002 TL 251.00 PV 0.0 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 67 38.2 3.352 PL 205.00 PF 0.4 B47 37.5 0.0 89.7 0.0 1.4 120 FTG 2T PE 0.0 B87 37.5 0.0 89.4 0.0 0.002 TL 251.00 PV 0.0 Pipe: 68 35.8 3.352 PL 205.00 PF 0.3 B48 37.5 0.0 89.7 0.0 1.3 120 FTG 2T PE 0.0 B88 37.5 0.0 89.4 0.0 0.001 TL 251.00 PV 0.0 Pipe: 69 34.3 3.352 PL 136.00 PF 0.2 B49 37.5 0.0 89.7 0.0 1.2 120 FTG T PE 0.0 101 37.5 0.0 89.5 0.0 0.001 TL 159.00 PV 0.0 Pipe: 70 34.3 3.352 PL 8.00 PF 0.0 101 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 102 37.5 0.0 89.5 0.0 0.001 TL 8.00 PV 0.0 Pipe: 71 34.3 3.352 PL 8.00 PF 0.0 102 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 103 37.5 0.0 89.5 0.0 0.001 TL 8.00 PV 0.0 Pipe: 72 34.3 3.352 PL 9.00 PF 0.0 103 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 104 37.5 0.0 89.5 0.0 0.001 TL 9.00 PV 0.0 Pipe: 73 34.3 3.352 PL 10.00 PF 0.0 104 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 105 37.5 0.0 89.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 74 34.3 3.352 PL 10.00 PF 0.0 105 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 106 37.5 0.0 89.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 75 34.3 3.352 PL 24.00 PF 0.1 106 37.5 0.0 89.5 0.0 1.2 120 FTG T PE 0.0 B89 37.5 0.0 89.4 0.0 0.001 TL 47.00 PV 0.0 Pipe: 76 33.6 3.352 PL 136.00 PF 0.2 B50 37.5 0.0 89.7 0.0 1.2 120 FTG T PE 0.0 107 37.5 0.0 89.5 0.0 0.001 TL 159.00 PV 0.0 Pipe: 77 33.6 3.352 PL 107 37.5 0.0 89.5 0.0 1.2 120 FTG 108 37.5 0.0 89.5 0.0 0.001 TL 8.00 PF 0.0 PE 0.0 8.00 PV 0.0 Pipe: 78 33.6 3.352 PL 8.00 PF 0.0 108 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 109 37.5 0.0 89.5 0.0 0.001 TL 8.00 PV 0.0 Pipe: 79 33.6 3.352 PL 9.00 PF 0.0 109 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 110 37.5 0.0 89.5 0.0 0.001 TL 9.00 PV 0.0 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 80 33.6 3.352 PL 10.00 PF 0.0 110 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 111 37.5 0.0 89.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 81 33.6 3.352 PL 10.00 PF 0.0 111 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 112 37.5 0.0 89.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 82 33.6 3.352 PL 24.00 PF 0.1 112 37.5 0.0 89.5 0.0 1.2 120 FTG T PE 0.0 B90 37.5 0.0 89.4 0.0 0.001 TL 47.00 PV 0.0 Pipe: 83 33.4 3.352 PL 136.00 PF 0.2 B51 37.5 0.0 89.7 0.0 1.2 120 FTG T PE 0.0 113 37.5 0.0 89.6 0.0 0.001 TL 159.00 PV 0.0 Pipe: 84 33.4 3.352 PL 8.00 PF 0.0 113 37.5 0.0 89.6 0.0 1.2 120 FTG ---- PE 0.0 114 37.5 0.0 89.5 0.0 0.001 TL 8.00 PV 0.0 Pipe: 85 33.4 3.352 PL 8.00 PF 0.0 114 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 115 37.5 0.0 89.5 0.0 0.001 TL 8.00 PV 0.0 Pipe: 86 33.4 3.352 PL 9.00 PF 0.0 115 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 116 37.5 0.0 89.5 0.0 0.001 TL 9.00 PV 0.0 Pipe: 87 33.4 3.352 PL 10.00 PF 0.0 116 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 117 37.5 0.0 89.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 88 33.4 3.352 PL 10.00 PF 0.0 117 37.5 0.0 89.5 0.0 1.2 120 FTG ---- PE 0.0 118 37.5 0.0 89.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 89 33.4 3.352 PL 24.00 PF 0.1 118 37.5 0.0 89.5 0.0 1.2 120 FTG T PE 0.0 B91 37.5 0.0 89.4 0.0 0.001 TL 47.00 PV 0.0 Pipe: 90 593.8 3.352 PL 17.75 PF 9.8 A 35.2 0.0 89.0 120 FTG T PE 0.0 30 35.2 0.0 79.2 o.kk 0.241 TL 40.75 PV 3.1 Pipe: 91 593..8 3.352 PL 24.00 PF 8.4 30 35.2 0.0 79.2 0.0 .21.6 120 FTG E PE 10.4 31 11.2 0.0 81.2 0.0 0.241 TL 35.00 PV 3.1 Pipe: 92 593.8 3.352 PL 44.83 PF 16.1 31 11.2 0.0 81.2 0.0'.6\ 120 FTG 2E PE 0.0 32 11.2 0.0 65.1 0.0 0.241 TL 66.83 PV 3.1 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 93 593.8 3.352 PL 56.83 PF 16.3 32 11.2 0.0 65.1 0..0 ""21.6 120 FTG E PE 0.0 33 11.2 0.0 48.8 61.,.,,Q______.__ x..0.241 TL 67.83 PV 3.1 Pipe: 94 5__9.3..8 3.352 PL 50.33 PF 20.1 G( 33 11.2 0.0 48.8 0.21.6_, 120 FTG 3E PE 0.0 34 11.2 0.0 28.7 0.0 0.241 TL 83.33 PV 3.1 Pipe: 95 593.8 2.727 PL 2.25 PF 8.1 34 11.2 0.0 28.7 0.0c 120 FTG E PE 0.0 50 11.2 0.0 20.7 0.0 0.658 TL 12.25 PV 7.2 Pipe: 96 475 3 '.727 PL 10.00 PF 4.4 50 11.2 0.0 20.7 0 0 26.1 120 FTG ---- PE 0.0 51 11.2 0.0 16.3 0.` 0.436 TL 10.00 PV 4.6 Pipe: 97 352.1 2.727 PL 11.67 PF 2.9 51 11.2 0.0 16.3 0.0 19.3 120 FTG ---- PE 0.0 52 11.2 0.0 13.4 0.0 0.250 TL 11.67 PV 2.5 Pipe: 98 222.7 2.727 PL 7.33 PF 0.8 52 11.2 0.0 13.4 0.0 12.2 120 FTG ---- PE 0.0 53 11.2 0.0 12.6 0.0 0.107 TL 7.33 PV 1.0 Pipe: 99 131.6 2.727 PL 6.67 PF 0.3 53 11.2 0.0 12.6 0.0 7.2 120 FTG --- PE 0.0 54 11.2 0.0 12.3 0.0 0.040 TL 6.67 PV 0.4 Pipe: 100 118.5 2.154 PL 1.12 PF 1.4 50 11.2 0.0 20.7 0.0 10.4 120 FTG T PE -0.4 55 12.2 0.0 18.9 0.0 0.105 TL 13.12 PV 0.7 Pipe: 101 123.2 2.154 PL 1.12 PF 1.5 51 11.2 0.0 16.3 0.0 10.8 120 FTG T PE -0.4 56 12.2 0.0 14.4 0.0 0.113 TL 13.12 PV 0.8 Pipe: 102 129.4 2.154 PL 1.12 PF 1.6 52 11.2 0.0 13.4 0.0 11.4 120 FTG T PE -0.4 57 12.2 0.0 11.3 0.0 0.124 TL 13.12 PV 0.9 Pipe: 103 91.2 1.687 PL 1.12 PF 2.4 53 11.2 0.0 12.6 0.0 13.1 120 FTG T PE -0.4 58 12.2 0.0 9.8 0.0 0.213 TL 11.12 PV 1.2 Pipe: 104 112.0 2.154 PL 1.12 PF 1.2 54 11.2 0.0 12.3 0.0 9.9 120 FTG T PE -0.4 59 12.2 0.0 10.7 0.0 0.095 TL 13.12 PV 0.7 Pipe: 105 62.4 1.687 PL 8.00 PF 1.9 55 12.2 0.0 18.9 0.0 9.0 120 FTG T PE 0.0 U31 12.2 0.0 17.0 0.0 0.106 TL 18.00 PV 0.5 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 106 62.4 1.542 PL 40.00 PF 6.5 U31 12.2 0.0 17.0 0.0 10.7 120 FTG ---- PE 0.0 U35 12.2 0.0 10.4 0.0 0.164 TL 40.00 PV 0.8 Pipe: 107 62.4 1.687 PL 2.96 PF 0.8 U35 12.2 0.0 10.4 0.0 9.0 120 FTG E PE 0.0 U60 12.2 0.0 9.6 0.0 0.106 TL 7.96 PV 0.5 Pipe: 108 56.1 1.687 PL 4.00 PF 1.2 55 12.2 0.0 18.9 0.0 8.0 120 FTG T PE 0.0 U32 12.2 0.0 17.7 0.0 0.087 TL 14.00 PV 0.4 Pipe: 109 56.1 1.542 PL 35.00 PF 4.7 U32 12.2 0.0 17.7 0.0 9.6 120 FTG ---- PE 0.0 U37 12.2 0.0 13.0 0.0 0.134 TL 35.00 PV 0.6 Pipe: 110 56.1 1.687 PL 3.25 PF 0.7 U37 12.2 0.0 13.0 0.0 8.0 120 FTG E PE 0.0 U70 12.2 0.0 12.2 0.0 0.087 TL 8.25 PV 0.4 Pipe: 111 36.0 1.687 PL 4.00 PF 0.5 56 12.2 0.0 14.4 0.0 5.2 120 FTG T PE 0.0 U33 12.2 0.0 13.9 0.0 0.038 TL 14.00 PV 0.2 Pipe: 112 36.0 1.542 PL 35.00 PF 2.1 U33 12.2 0.0 13.9 0.0 6.2 120 FTG ---- PE 0.0 U38 12.2 0.0 11.8 0.0 0.059 TL 35.00 PV 0.3 Pipe: 113 36.0 1.687 PL 3.25 PF 0.3 U38 12.2 0.0 11.8 0.0 5.2 120 FTG E PE 0.0 U71 12.2 0.0 11.5 0.0 0.038 TL 8.25 PV 0.2 Pipe: 114 20.7 1.542 PL 18.00 PF 0.4 U3 12.2 0.0 8.8 0.0 3.6 120 FTG ---- PE 0.0 U36 12.2 0.0 8.4 0.0 0.021 TL 18.00 PV 0.1 Pipe: 115 20.7 1.687 PL 2.92 PF 0.1 U36 12.2 0.0 8.4 0.0 3.0 120 FTG E PE 0.0 U61 12.2 0.0 8.3 0.0 0.014 TL 7.92 PV 0.1 Pipe: 116 -35.6 1.687 PL 2.25 PF 0.3 U8 12.2 0.0 9.7 0.0 5.1 120 FTG E PE 0.0 U72 12.2 0.0 10.0 0.0 0.037 TL 7.25 PV 0.2 Pipe: 117 -30.3 1.687 PL 2.00 PF 0.2 U15 12.2 0.0 7.1 0.0 4.3 120 FTG E PE 0.0 U62 12.2 0.0 7.3 0.0 0.028 TL 7.00 PV 0.1 Pipe: 118 -28.0 1.687 PL 14.25 PF 0.5 L19 12.2 0.0 9.5 0.0 4.0 120 FTG E PE 0.0 U73 12.2 0.0 10.0 0.0 0.024 TL 19.25 PV 0.1 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 119 -28.9 1.687 PL 3.75 PF 0.2 U18 12.2 0.0 6.9 0.0 4.1 120 FTG E PE 0.0 U63 12.2 0.0 7.2 0.0 0.025 TL 8.75 PV 0.1 Pipe: 120 -28.5 1.687 PL 2.25 PF 0.2 U22 12.2 0.0 9.7 0.0 4.1 120 FTG E PE 0.0 U74 12.2 0.0 9.9 0.0 0.025 TL 7.25 PV 0.1 Pipe: 121 -23.9 1.687 PL 2.00 PF 0.1 U28 12.2 0.0 7.1 0.0 3.4 120 FTG E PE 0.0 U64 12.2 0.0 7.2 0.0 0.018 TL 7.00 PV 0.1 Pipe: 122 87.2 1.687 PL 8.00 PF 3.5 56 12.2 0.0 14.4 0.0 12.5 120 FTG T PE 0.0 U1 12.2 0.0 10.9 0.0 0.196 TL 18.00 PV 1.1 Pipe: 123 32.7 1.104 PL 5.00 PF 2.8 U1 12.2 0.0 10.9 0.0 10.9 120 FTG T PE 0.0 U50 12.2 0.0 8.1 0.0 0.251 TL 11.00 PV 0.8 Pipe: 124 54.5 1.542 PL 11.00 PF 1.4 Ul 12.2 0.0 10.9 0.0 9.4 120 FTG ---- PE 0.0 U2 12.2 0.0 9.5 0.0 0.127 TL 11.00 PV 0.6 Pipe: 125 37.3 1.542 PL 11.00 PF 0.7 U2 12.2 0.0 9.5 0.0 6.4 120 FTG ---- PE 0.0 U3 12.2 0.0 8.8 0.0 0.063 TL 11.00 PV 0.3 Pipe: 126 51.1 1.687 PL 5.00 PF 1.1 57 12.2 0.0 11.3 0.0 7.3 120 FTG T PE 0.0 U4 12.2 0.0 10.3 0.0 0.073 TL 15_00 PV 0.4 Pipe: 127 33.5 1.542 PL 11.00 PF 0.6 U4 12.2 0.0 10.3 0.0 5.7 120 FTG ---- PE 0.0 U5 12.2 0.0 9.7 0.0 0.052 TL 11.00 PV 0.2 Pipe: 128 16.0 1.542 PL 8.00 PF 0.1 U5 12.2 0.0 9.7 0.0 2.7 120 FTG ---- PE 0.0 U6 12.2 0.0 9.6 0.0 0.013 TL 8.00 PV 0.1 Pipe: 129 -1.3 1.542 PL 8.00 PF 0.0 U6 12.2 0.0 9.6 0.0 0.2 120 FTG ---- PE 0.0 U7 12.2 0.0 9.6 0.0 0.000 TL 8.00 PV 0.0 Pipe: 130 -18.2 1.542 PL 8.00 PF 0.1 U7 12.2 0.0 9.6 0.0 3.1 120 FTG ---- PE 0.0 U8 12.2 0.0 9.7 0.0 0.017 TL 8.00 PV 0.1 Pipe: 131 78.2 1.687 PL 3.00 PF 2.1 57 12.2 0.0 11.3 0.0 11.2 120 FTG T PE 0.0 U9 12.2 0.0 9.3 0.0 0.160 TL 13.00 PV 0.8 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 132 61.2 1.542 PL 8.00 PF 1.3 U9 12.2 0.0 9.3 0.0 10.5 120 FTG ---- PE 0.0 U10 12.2 0.0 8.0 0.0 0.158 TL 8.00 PV 0.7 Pipe: 133 8.2 1.197 PL 4.67 PF 0.2 U10 12.2 0.0 8.0 0.0 2.3 120 FTG T PE 0.0 U51 12.2 0.0 7.8 0.0 0.013 TL 14.67 PV 0.0 Pipe: 134 45.1 1.542 PL 8.00 PF 0.7 U10 12.2 0.0 8.0 0.0 7.8 120 FTG ---- PE 0.0 U11 12.2 0.0 7.3 0.0 0.090 TL 8.00 PV 0.4 Pipe: 135 29.9 1.542 PL 5.00 PF 0.2 U11 12.2 0.0 7.3 0.0 5.1 120 FTG ---- PE 0.0 U12 12.2 0.0 7.1 0.0 0.042 TL 5.00 PV 0.2 Pipe: 136 14.7 1.542 PL 6.00 PF 0.1 U12 12.2 0.0 7.1 0.0 2.5 120 FTG ---- PE 0.0 U13 12.2 0.0 7.0 0.0 0.011 TL 6.00 PV 0.0 Pipe: 137 -0.3 1.542 PL 11.00 PF 0.0 U13 12.2 0.0 7.0 0.0 0.1 120 FTG ---- PE 0.0 U14 12.2 0.0 7.0 0.0 0.000 TL 11.00 PV 0.0 Pipe: 138 -15.2 1.542 PL 8.00 PF 0.1 U14 12.2 0.0 7.0 0.0 2.6 120 FTG ---- PE 0.0 U15 12.2 0.0 7.1 0.0 0.012 TL 8.00 PV 0.0 Pipe: 139 25.6 1.687 PL 6.75 PF 0.3 58 12.2 0.0 9.8 0.0 3.7 120 FTG T PE 0.0 L17 12.2 0.0 9.5 0.0 0.020 TL 16.75 PV 0.1 Pipe: 140 7.7 1.452 PL 10.00 PF 0.0 L17 12.2 0.0 9.5 0.0 1.5 120 FTG ---- PE 0.0 L18 12.2 0.0 9.4 0.0 0.005 TL 10.00 PV 0.0 Pipe: 141 -10.1 1.452 PL 10.00 PF 0.1 L18 12.2 0.0 9.4 0.0 2.0 120 FTG ---- PE 0.0 L19 12.2 0.0 9.5 0.0 0.008 TL 10.00 PV 0.0 Pipe: 142 65.6 1.687 PL 3.25 PF 1.5 58 12.2 0.0 9.8 0.0 9.4 120 FTG T PE 0.0 L20 12.2 0.0 8.3 0.0 0.116 TL 13.25 PV 0.6 Pipe: 143 48.7 1.452 PL 6.00 PF 0.8 L20 12.2 0.0 8.3 0.0 9.4 120 FTG ---- PE 0.0 L21 12.2 0.0 7.5 0.0 0.139 TL 6.00 PV 0.6 Pipe: 144 32.6 1.452 PL 6.00 PF 0.4 L21 12.2 0.0 7.5 0.0 6.3 120 FTG ---- PE 0.0 L22 12.2 0.0 7.1 0.0 0.066 TL 6.00 PV 0.3 ,Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 145 16.9 1.452 PL 12.00 PF 0.2 L22 12.2 0.0 7.1 0.0 3.3 120 FTG ---- PE 0.0 U16 12.2 0.0 6.8 0.0 0.019 TL 12.00 PV 0.1 Pipe: 146 1.6 1.452 PL 10.00 PF 0.0 U16 12.2 0.0 6.8 0.0 0.3 120 FTG ---- PE 0.0 U17 12.2 0.0 6.8 0.0 0.000 TL 10.00 PV 0.0 Pipe: 147 -13.5 1.452 PL 10.00 PF 0.1 U17 12.2 0.0 6.8 0.0 2.6 120 FTG ---- PE 0.0 U18 12.2 0.0 6.9 0.0 0.013 TL 10.00 PV 0.0 Pipe: 148 40.9 1.687 PL 5.00 PF 0.7 59 12.2 0.0 10.7 0.0 5.9 120 FTG T PE 0.0 U19 12.2 0.0 9.9 0.0 0.048 TL 15.00 PV 0.2 Pipe: 149 23.5 1.542 PL 11.00 PF 0.3 U19 12.2 0.0 9.9 0.0 4.0 120 FTG ---- PE 0.0 U20 12.2 0.0 9.6 0.0 0.027 TL 11.00 PV 0.1 Pipe: 150 6.1 1.542 PL 8.00 PF 0.0 U20 12.2 0.0 9.6 0.0 1.1 120 FTG ---- PE 0.0 U21 12.2 0.0 9.6 0.0 0.002 TL 8.00 PV 0.0 Pipe: 151 -11.1 1.542 PL 16.00 PF 0.1 U21 12.2 0.0 9.6 0.0 1.9 120 FTG ---- PE 0.0 U22 12.2 0.0 9.7 0.0 0.007 TL 16.00 PV 0.0 Pipe: 152 71.1 1.687 PL 3.00 PF 1.7 59 12.2 0.0 10.7 0.0 10.2 120 FTG T PE 0.0 U23 12.2 0.0 8.9 0.0 0.134 TL 13.00 PV 0.7 Pipe: 153 54.3 1.542 PL 8.00 PF 1.0 U23 12.2 0.0 8.9 0.0 9.3 120 FTG ---- PE 0.0 U24 12.2 0.0 7.9 0.0 0.126 TL 8.00 PV 0.6 Pipe: 154 38.4 1.542 PL 8.00 PF 0.5 U24 12.2 0.0 7.9 0.0 6.6 120 FTG ---- PE 0.0 U25 12.2 0.0 7.4 0.0 0.066 TL 8.00 PV 0.3 Pipe: 155 22.8 1.542 PL 11.00 PF 0.3 U25 12.2 0.0 7.4 0.0 3.9 120 FTG ---- PE 0.0 U26 12.2 0.0 7.1 0.0 0.025 TL 11.00 PV 0.1 Pipe: 156 7.2 1.542 PL 11.00 PF 0.0 U26 12.2 0.0 7.1 0.0 1.2 120 FTG ---- PE 0.0 U27 12.2 0.0 7.1 0.0 0.003 TL 11.00 PV 0.0 Pipe: 157 -8.3 1.542 PL 8.00 PF 0.0 U27 12.2 0.0 7.1 0.0 1.4 120 FTG ---- PE 0.0 U28 12.2 0.0 7.1 0.0 0.004 TL 8.00 PV 0.0 ,Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 158 19.6 2.727 PL 3.33 PF 0.0 54 11.2 0.0 12.3 0.0 1.1 120 FTG ---- PE 0.2 U30 10.8 0.0 12.5 0.0 0.001 TL 3.33 PV 0.0 Pipe: 159 62.4 2.227 PL 10.00 PF 0.3 U40 10.8 0.0 9.0 0.0 5.1 120 FTG ---- PE 0.0 U41 10.8 0.0 8.7 0.0 0.027 TL 10.00 PV 0.2 Pipe: 160 83.1 2.227 PL 11.67 PF 0.5 U41 10.8 0.0 8.7 0.0 6.8 120 FTG ---- PE 0.0 U42 10.8 0.0 8.2 0.0 0.046 TL 11.67 PV 0.3 Pipe: 161 52.8 2.227 PL 7.33 PF 0.1 U42 10.8 0.0 8.2 0.0 4.3 120 FTG ---- PE 0.0 U43 10.8 0.0 8.0 0.0 0.020 TL 7.33 PV 0.1 Pipe: 162 23.9 2.227 PL 6.67 PF 0.0 U43 10.8 0.0 8.0 0.0 2.0 120 FTG ---- PE 0.0 U44 10.8 0.0 8.0 0.0 0.005 TL 6.67 PV 0.0 Pipe: 163 56.1 2.227 PL 10.00 PF 0.2 U80 10.8 0.0 11.9 0.0 4.6 120 FTG ---- PE 0.0 U81 10.8 0.0 11.6 0.0 0.022 TL 10.00 PV 0.1 Pipe: 164 92.1 2.227 PL 11.67 PF 0.7 U81 10.8 0.0 11.6 0.0 7.6 120 FTG ---- PE 0.0 U82 10.8 0.0 11.0 0.0 0.056 TL 11.67 PV 0.4 Pipe: 165 56.5 2.227 PL 7.33 PF 0.2 U82 10.8 0.0 11.0 0.0 4.7 120 FTG ---- PE 0.0 U83 10.8 0.0 10.8 0.0 0.023 TL 7.33 PV 0.1 Pipe: 166 28.5 2.227 PL 6.67 PF 0.0 U83 10.8 0.0 10.8 0.0 2.3 120 FTG ---- PE 0.0 U84 10.8 0.0 10.8 0.0 0.006 TL 6.67 PV 0.0 Pipe: 167 -62.4 1.687 PL 1.12 PF 1.2 U40 10.8 0.0 9.0 0.0 9.0 120 FTG T PE -0.6 U60 12.2 0.0 9.6 0.0 0.106 TL 11.12 PV 0.5 Pipe: 168 -20.7 1.687 PL 1.12 PF 0.2 U41 10.8 0.0 8.7 0.0 3.0 120 FTG T PE -0.6 U61 12.2 0.0 8.3 0.0 0.014 TL 11.12 PV 0.1 Pipe: 169 30.3 1.687 PL 1.12 PF 0.3 U42 10.8 0.0 8.2 0.0 4.3 120 FTG T PE -0.6 U62 12.2 0.0 7.3 0.0 0.028 TL 11.12 PV 0.1 Pipe: 170 28.9 1.687 PL 1.12 PF 0.3 U43 10.8 0.0 8.0 0.0 4.1 120 FTG T PE -0.6 U63 12.2 0.0 7.2 0.0 0.025 TL 11.12 PV 0.1 Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) U44 U64 U80 U70 U81 U71 U82 U72 U83 U73 U84 U74 Pipe: 171 10.8 12.2 Pipe: 172 10.8 12.2 Pipe: 173 10.8 12.2 Pipe: 174 10.8 12.2 Pipe: 175 10.8 12.2 Pipe: 176 10.8 12.2 Pipe: 178 U50 12.2 L1 12.2 Pipe: 179 U50 12.2 L2 12.2 Pipe: 180 U2 12.2 L3 12.2 Pipe: 181 U3 12.2 L4 12.2 Pipe: 182 U4 12.2 L5 12.2 Pipe: 183 U5 12.2 L6 12.2 Pipe: 184 U6 12.2 L7 12.2 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 23.9 1.687 PL 1.12 0.0 8.0 0.0 3.4 120 FTG T 0.0 7.2 0.0 0.018 TL 11.12 -56.1 1.687 PL 1.12 0.0 11.9 0.0 8.0 120 FTG T 0.0 12.2 0.0 0.087 TL 11.12 -36.0 1.687 PL 1.12 0.0 11.6 0.0 5.2 120 FTG T 0.0 11.5 0.0 0.038 TL 11.12 35.6 1.687 PL 1.12 0.0 11.0 0.0 5.1 120 FTG T 0.0 10.0 0.0 0.037 TL 11.12 28.0 1.687 PL 1.12 0.0 10.8 0.0 4.0 120 FTG T 0.0 10.0 0.0 0.024 TL 11.12 28.5 1.687 PL 1.12 0.0 10.8 0.0 4.1 120 FTG T 0.0 9.9 0.0 0.025 TL 11.12 16.2 1.104 PL 4.75 0.0 8.1 0.0 5.4 120 FTG T 0.0 7.4 0.0 0.069 TL 10.75 16.4 1.104 PL 1.25 0.0 8.1 0.0 5.5 120 FTG T 0.0 7.6 0.0 0.071 TL 7.25 17.2 1.104 PL 4.75 0.0 9.5 0.0 5.8 120 FTG ET 0.0 8.4 0.0 0.077 TL 13.75 16.7 1.104 PL 3.75 0.0 8.8 0.0 5.6 120 FTG ET 0.0 7.8 0.0 0.072 TL 12.75 17.7 1.104 PL 6.42 0.0 10.3 0.0 5.9 120 FTG ET 0.0 9.0 0.0 0.081 TL 15.42 17.5 1.104 PL 5.42 0.0 9.7 0.0 5.9 120 FTG T 0.0 8.8 0.0 0.079 TL 11.42 17.3 1.104 PL 7.42 0.0 9.6 0.0 5.8 120 FTG T 0.0 8.5 0.0 0.077 TL 13.42 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.2 -0.6 0.1 1.0 -0.6 0.4 0.4 -0.6 0.2 0.4 -0.6 0.2 0.3 -0.6 0.1 0.3 -0.6 0.1 0.7 0.0 0.2 0.5 0.0 0.2 1.1 0.0 0.2 0.9 0.0 0.2 1.2 0.0 0.2 0.9 0.0 0.2 1.0 0.0 0.2 ,,,Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 185 U7 12.2 L8 12.2 Pipe: 186 U8 12.2 L9 12.2 Pipe: 187 U10 12.2 U51 12.2 U51 L10 Pipe: 188 12.2 12.2 Pipe: 189 U9 12.2 Lil 12.2 U11 L12 U12 L13 U13 L14 Pipe: 190 12.2 12.2 Pipe: 191 12.2 12.2 Pipe: 192 12.2 12.2 Pipe: 193 U14 12.2 L15 12.2 Pipe: 194 U15 12.2 L16 12.2 U16 L23 U17 L24 Pipe: 195 12.2 12.2 Pipe: 196 12.2 12.2 Pipe: 197 U18 12.2 L25 12.2 NOZ. (K) Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) F.L./FT (PSI) 0.0 9.6 0.0 8.2 0.0 9.7 0.0 8.7 0.0 8.0 0.0 7.8 0.0 7.8 0.0 7.5 0.0 9.3 0.0 8.2 0.0 7.3 0.0 6.3 0.0 7.1 0.0 6.3 0.0 7.0 0.0 6.1 0.0 7.0 0.0 6.0 0.0 7.1 0.0 6.2 0.0 6.8 0.0 6.3 0.0 6.8 0.0 6.2 0.0 6.9 0.0 6.5 16.9 1.104 0.0 5.7 120 0.0 0.075 17.4 1.104 0.0 5.8 120 0.0 0.078 7.9 1.104 0.0 2.6 120 0.0 0.018 16.1 1.104 0.0 5.4 120 0.0 0.068 17.0 1.104 0.0 5.7 120 0.0 0.075 15.2 1.104 0.0 5.1 120 0.0 0.061 PL 10.08 FTG ET TL 19.08 PL 3.92 FTG ET TL 12.92 PL 4.67 FTG T TL 10.67 PL 1.75 FTG E TL 4.75 PL 4.79 FTG ET TL 13.79 PL 6.42 FTG ET TL 15.42 15.2 1.104 PL 3.42 0.0 5.1 120 FTG ET 0.0 0.061 TL 12.42 15.0 1.104 PL 5.42 0.0 5.0 120 FTG ET 0.0 0.060 TL 14.42 14.9 1.104 PL 8.42 0.0 5.0 120 FTG ET 0.0 0.059 TL 17.42 15.1 1.104 PL 6.42 0.0 5.0 120 FTG ET 0.0 0.060 TL 15.42 15.2 1.104 PL 2.00 0.0 5.1 120 FTG T 0.0 0.061 TL 8.00 15.1 1.104 PL 4.00 0.0 5.1 120 FTG T 0.0 0.060 TL 10.00 15.4 1.104 PL 4.00 0.0 5.2 120 FTG E 0.0 0.063 TL 7.00 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.4 0.0 0.2 1.0 0.0 0.2 0.2 0.0 0.0 0.3 0.0 0.2 1.0 0.0 0.2 0.9 0.0 0.2 0.8 0.0 0.2 0.9 0.0 0.2 1.0 0.0 0.2 0.9 0.0 0.2 0.5 0.0 0.2 0.6 0.0 0.2 0.4 0.0 0.2 ,,Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 198 17.5 1.104 PL 6.08 PF 1.2 U19 12.2 0.0 9.9 0.0 5.9 120 FTG ET PE 0.0 L26 12.2 0.0 8.8 0.0 0.079 TL 15.08 PV 0.2 Pipe: 199 17.4 1.104 PL 4.08 PF 1.0 U20 12.2 0.0 9.6 0.0 5.8 120 FTG ET PE 0.0 L27 12.2 0.0 8.6 0.0 0.078 TL 13.08 PV 0.2 Pipe: 200 17.2 1.104 PL 6.08 PF 1.2 U21 12.2 0.0 9.6 0.0 5.8 120 FTG ET PE 0.0 L28 12.2 0.0 8.5 0.0 0.077 TL 15.08 PV 0.2 Pipe: 201 17.4 1.104 PL 4.58 PF 1.1 U22 12.2 0.0 9.7 0.0 5.8 120 FTG ET PE 0.0 L29 12.2 0.0 8.7 0.0 0.078 TL 13.58 PV 0.2 Pipe: 202 16.8 1.104 PL 3.58 PF 0.9 U23 12.2 0.0 8.9 0.0 5.6 120 FTG ET PE 0.0 L30 12.2 0.0 8.0 0.0 0.073 TL 12.58 PV 0.2 Pipe: 203 15.9 1.104 PL 3.58 PF 0.8 U24 12.2 0.0 7.9 0.0 5.3 120 FTG ET PE 0.0 L31 12.2 0.0 7.1 0.0 0.067 TL 12.58 PV 0.2 Pipe: 204 15.5 1.104 PL 2.92 PF 0.8 U25 12.2 0.0 7.4 0.0 5.2 120 FTG ET PE 0.0 L32 12.2 0.0 6.6 0.0 0.063 TL 11.92 PV 0.2 Pipe: 205 15.7 1.104 PL 1.42 PF 0.3 U26 12.2 0.0 7.1 0.0 5.3 120 FTG E PE 0.0 L33 12.2 0.0 6.8 0.0 0.065 TL 4.42 PV 0.2 Pipe: 206 15.4 1.104 PL 2.42 PF 0.5 U27 12.2 0.0 7.1 0.0 5.2 120 FTG T PE 0.0 L34 12.2 0.0 6.5 0.0 0.063 TL 8.42 PV 0.2 Pipe: 207 15.6 1.104 PL 2.42 PF 0.3 U28 12.2 0.0 7.1 0.0 5.2 120 FTG E PE 0.0 L35 12.2 0.0 6.7 0.0 0.064 TL 5.42 PV 0.2 Pipe: 208 19.6 1.104 PL 1.25 PF 0.7 U30 10.8 0.0 12.5 0.0 6.6 120 FTG T PE -0.6 L36 12.2 0.0 11.2 0.0 0.097 TL 7.25 PV 0.3 Pipe: 209 16.2 1.104 PL 3.00 PF 0.4 L1 12.2 0.0 7.4 0.0 5.4 120 FTG E PE 1.4 L51 9.0 5.6 8.3 16.2 0.069 TL 6.00 PV 0.2 Pipe: 210 16.4 1.104 PL 3.00 PF 0.4 L2 12.2 0.0 7.6 0.0 5.5 120 FTG E PE 1.4 L52 9.0 5.6 8.6 16.4 0.071 TL 6.00 PV 0.2 ..Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 211 17.2 1.104 PL 3.00 PF 0.5 L3 12.2 0.0 8.4 0.0 5.8 120 FTG E PE 1.4 L53 9.0 5.6 9.3 17.2 0.077 TL 6.00 PV 0.2 Pipe: 212 16.7 1.104 PL 3.00 PF 0.4 L4 12.2 0.0 7.8 0.0 5.6 120 FTG E PE 1.4 L54 9.0 5.6 8.8 16.7 0.072 TL 6.00 PV 0.2 Pipe: 213 17.7 1.104 PL 3.00 PF 0.5 L5 12.2 0.0 9.0 0.0 5.9 120 FTG E PE 1.4 L55 9.0 5.6 9.9 17.7 0.081 TL 6.00 PV 0.2 Pipe: 214 17.5 1.104 PL 3.00 PF 0.5 L6 12.2 0.0 8.8 0.0 5.9 120 FTG E PE 1.4 L56 9.0 5.6 9.7 17.5 0.079 TL 6.00 PV 0.2 Pipe: 215 17.3 1.104 PL 3.00 PF 0.5 L7 12.2 0.0 8.5 0.0 5.8 120 FTG E PE 1.4 L57 9.0 5.6 9.4 17.3 0.077 TL 6.00 PV 0.2 Pipe: 216 16.9 1.104 PL 3.00 PF 0.4 L8 12.2 0.0 8.2 0.0 5.7 120 FTG E PE 1.4 L58 9.0 5.6 9.1 16.9 0.075 TL 6.00 PV 0.2 Pipe: 217 17.4 1.104 PL 3.00 PF 0.5 L9 12.2 0.0 8.7 0.0 5.8 120 FTG E PE 1.4 L59 9.0 5.6 9.6 17.4 0.078 TL 6.00 PV 0.2 Pipe: 218 16.1 1.104 PL 3.00 PF 0.6 L10 12.2 0.0 7.5 0.0 5.4 120 FTG T PE 1.4 L60 9.0 5.6 8.2 16.1 0.068 TL 9.00 PV 0.2 Pipe: 219 17.0 1.104 PL 3.00 PF 0.5 L11 12.2 0.0 8.2 0.0 5.7 120 FTG E PE 1.4 L61 9.0 5.6 9.1 17.0 0.075 TL 6.00 PV 0.2 Pipe: 220 15.2 1.104 PL 3.00 PF 0.4 L12 12.2 0.0 6.3 0.0 5.1 120 FTG E PE 1.4 L62 9.0 5.6 7.3 15.2 0.061 TL 6.00 PV 0.2 Pipe: 221 15.2 1.104 PL 3.00 PF 0.4 L13 12.2 0.0 6.3 0.0 5.1 120 FTG E PE 1.4 L63 9.0 5.6 7.3 15.2 0.061 TL 6.00 PV 0.2 Pipe: 222 15.0 1.104 PL 3.00 PF 0.4 L14 12.2 0.0 6.1 0.0 5.0 120 FTG E PE 1.4 L64 9.0 5.6 7.2 15.0 0.060 TL 6.00 PV 0.2 Pipe: 223 14.9 1.104 PL 3.00 PF 0.4 L15 12.2 0.0 6.0 0.0 5.0 120 FTG E PE 1.4 L65 9.0 5.6 7.0 14.9 0.059 TL 6.00 PV 0.2 ..,Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 224 15.1 1.104 PL 3.00 PF 0.4 L16 12.2 0.0 6.2 0.0 5.0 120 FTG E PE 1.4 L66 9.0 5.6 7.2 15.1 0.060 TL 6.00 PV 0.2 Pipe: 225 17.9 1.104 PL 3.00 PF 0.7 L17 12.2 0.0 9.5 0.0 6.0 120 FTG T PE 1.4 L67 9.0 5.6 10.1 17.9 0.082 TL 9.00 PV 0.2 Pipe: 226 17.8 1.104 PL 3.00 PF 0.7 L18 12.2 0.0 9.4 0.0 6.0 120 FTG T PE 1.4 L68 9.0 5.6 10.1 17.8 0.082 TL 9.00 PV 0.2 Pipe: 227 17.9 1.104 PL 3.00 PF 0.7 L19 12.2 0.0 9.5 0.0 6.0 120 FTG T PE 1.4 L69 9.0 5.6 10.1 17.9 0.083 TL 9.00 PV 0.2 Pipe: 228 16.9 1.104 PL 3.00 PF 0.7 L20 12.2 0.0 8.3 0.0 5.6 120 FTG T PE 1.4 L70 9.0 5.6 9.0 16.9 0.074 TL 9.00 PV 0.2 Pipe: 229 16.1 1.104 PL 3.00 PF 0.6 L21 12.2 0.0 7.5 0.0 5.4 120 FTG T PE 1.4 L71 9.0 5.6 8.2 16.1 0.068 TL 9.00 PV 0.2 Pipe: 230 15.7 1.104 PL 3.00 PF 0.6 L22 12.2 0.0 7.1 0.0 5.3 120 FTG T PE 1.4 L72 9.0 5.6 7.8 15.7 0.065 TL 9.00 PV 0.2 Pipe: 231 15.2 1.104 PL 3.00 PF 0.4 L23 12.2 0.0 6.3 0.0 5.1 120 FTG E PE 1.4 L73 9.0 5.6 7.3 15.2 0.061 TL 6.00 PV 0.2 Pipe: 232 15.1 1.104 PL 3.00 PF 0.4 L24 12.2 0.0 6.2 0.0 5.1 120 FTG E PE 1.4 L74 9.0 5.6 7.2 15.1 0.060 TL 6.00 PV 0.2 Pipe: 233 15.4 1.104 PL 3.00 PF 0.4 L25 12.2 0.0 6.5 0.0 5.2 120 FTG E PE 1.4 L75 9.0 5.6 7.5 15.4 0.063 TL 6.00 PV 0.2 Pipe: 234 17.5 1.104 PL 3.00 PF 0.5 L26 12.2 0.0 8.8 0.0 5.9 120 FTG E PE 1.4 L76 9.0 5.6 9.7 17.5 0.079 TL 6.00 PV 0.2 Pipe: 235 17.4 1.104 PL 3.00 PF 0.5 L27 12.2 0.0 8.6 0.0 5.8 120 FTG E PE 1.4 L77 9.0 5.6 9.5 17.4 0.078 TL 6.00 PV 0.2 Pipe: 236 17.2 1.104 PL 3.00 PF 0.5 L28 12.2 0.0 8.5 0.0 5.8 120 FTG E PE 1.4 L78 9.0 5.6 9.4 17.2 0.077 TL 6.00 PV 0.2 .,Pate: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 237 17.4 1.104 PL 3.00 PF 0.5 L29 12.2 0.0 8.7 0.0 5.8 120 FTG E PE 1.4 L79 9.0 5.6 9.6 17.4 0.078 TL 6.00 PV 0.2 Pipe: 238 16.8 1.104 PL 3.00 PF 0.4 L30 12.2 0.0 8.0 0.0 5.6 120 FTG E PE 1.4 L80 9.0 5.6 8.9 16.8 0.073 TL 6.00 PV 0.2 Pipe: 239 15.9 1.104 PL 3.00 PF 0.4 L31 12.2 0.0 7.1 0.0 5.3 120 FTG E PE 1.4 L81 9.0 5.6 8.0 15.9 0.067 TL 6.00 PV 0.2 Pipe: 240 15.5 1.104 PL 3.00 PF 0.4 L32 12.2 0.0 6.6 0.0 5.2 120 FTG E PE 1.4 L82 9.0 5.6 7.6 15.5 0.063 TL 6.00 PV 0.2 Pipe: 241 15.7 1.104 PL 3.00 PF 0.4 L33 12.2 0.0 6.8 0.0 5.3 120 FTG E PE 1.4 L83 9.0 5.6 7.8 15.7 0.065 TL 6.00 PV 0.2 Pipe: 242 15.4 1.104 PL 3.00 PF 0.4 L34 12.2 0.0 6.5 0.0 5.2 120 FTG E PE 1.4 L84 9.0 5.6 7.5 15.4 0.063 TL 6.00 PV 0.2 Pipe: 243 15.6 1.104 PL 3.00 PF 0.4 L35 12.2 0.0 6.7 0.0 5.2 120 FTG E PE 1.4 L85 9.0 5.6 7.7 15.6 0.064 TL 6.00 PV 0.2 Pipe: 244 19.6 1.104 PL 1.75 PF 0.5 L36 12.2 0.0 11.2 0.0 6.6 120 FTG E PE 1.4 L86 9.0 5.6 12.1 19.6 0.097 TL 4.75 PV 0.3 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J 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 0.000 gpm and a maximum imbalance at any node of 0.085 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 32.6 ft/sec at pipe 95. .gate: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk 6.357 18.00 38.00 11.00 40.00 13.00 4.00 34.00 8.249 20.00 42.00 14.50 50.00 13.00 4.00 32.00 PAGE: C Diameter (in) 1.104 1.452 1.687 2.154 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkV1v BfyVly 3.00 4.00 5.00 6.00 6.00 8.00 10.00 12.00 2.60 2.60 2.60 3.70 6.00 9.00 11.00 13.00 3.00 3.00 4.00 5.50 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly D DPV1v 59.00 30.00 in Feet G A D GatVly AlmChk DPV1v 1.00 10.00 10.00 1.00 10.00 10.00 1.00 10.00 10.00 1.00 10.00 10.00 in Feet G GatVly 31.00 71.00 23.00 78.00 27.00 7.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee LT -ELL CHK -VA BFY-VA GATE -V AL -VA DRY -VA 1.197 4.00 10.00 4.00 10.00 4.00 1.00 0.00 0.00 1.542 5.00 10.00 3.50 12.00 4.30 1.00 0.00 0.00 2.227 7.00 14.00 4.30 16.00 6.50 1.00 0.00 0.00 2.727 10.00 19.00 6.50 23.00 11.00 2.00 13.00 16.00 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 ' 'Date: 12/11/2000 JOB TITLE: Segale 981 Building System 1 Under Mezz Landsberg TI WATER SUPPLY CURVE 180+ 1 165+ 1 1 150+ 1 135*\\\\\\\\\\\\\\\\\\ 1 \\\\\\0\\\\\\\\\\\\ P120+ R 1 E 1 X S 1 S105+ U I R 1 E 1 90+ ( 1 P 1 S 1 I 75+ ) 1 1 60+ 1 1 45+ 1 30+ LEGEND " 1 11 1 X = Required Water Supply 1 111.59 psi @ 1193.8 gpm 15+ 1 0 = Available Water Supply 1 130.41 psi @ 1193.8 gpm " l" 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) * <-128.0 psi @ 1500 gpm Flow Test Point 6" EXIST. MAIN MODULAR OFFICE PLAN SCALE, 1/4•=1'-0- 7, 1 1 'NOTICE Weki stamps must be F 1 L E inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. SCOPE OF WORK 1. ADD HEAD FOR MODULAR OFFICE IN WAREHOUSE PER FIRE MARSHALL INSPECTION. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. ALL CEILING HEIGHTS TO BE NOTED ON PLAN ,r SIMI MI 0 PTED iri Per T nne AJ.;;C.heri Latter A i iese pl :rs ;Nave>uer 'z v:v-<,,e s by The Tukwila Fire =ruY:-n:r -; `3.;x-::1-3 `cr c..,:-...-tar.:,w :r:tt; current city ,. 1,,:-.1 ;,_.ii.. ;,:--r .,n::,: L:z ,..: .-ot to errors and v.:",n ,A ,,,,,:,;:;;Aut.it;.:,..i;.C: Y4,.r:ationsofadopted , I . : ±:..-,.,.-s 114, ,, re:, ;,cris,billiy for the .., ::,..,..,-;,;'1 ,.. _._ ...::tiv v: ti i the designer. u; -,,,,.:..:,.;.•I ur :1-ki.‘..,,�,:c_ Iq, t;,F..,e drawings atter ..';r„ 0..1, r,.. -i rir3,ti_:;c. ' .v'i.:t' ;;`10 will require a :3.__,:-.-1. -1 of ,ped c+=kms p,. tot subsequent approval. 1 r-ir-f?I !+^r -e. t,trce i' 9t:blect tr, reid test and inspection bti .,e T uit-Ma Fire Prevention Bureau. Dote: Jo -1)--O By: 1� 1 1UKWII1LA FIRE DEPARTMEKI. Tease call: 575.4402 and give this job and exact address for shut. .„ wvn or restoration approval, PAID OCT 21 200e Tukwila Fire IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. . HANGER LEGEND 1 f./.\ cD \' SPRINKLER HEADS USED SYM 0-4 1 TEMP QTY • RELIABLE F1FR-EC RECESSED 3/4, 17/32, CHROME 155 • EXIST N OFF E 9'-0 C.H. REVISIONS MK C'V BY MODULAR OFFICE PLAN SCALE, 1/4•=1'-0- 7, 1 1 'NOTICE Weki stamps must be F 1 L E inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. SCOPE OF WORK 1. ADD HEAD FOR MODULAR OFFICE IN WAREHOUSE PER FIRE MARSHALL INSPECTION. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. ALL CEILING HEIGHTS TO BE NOTED ON PLAN ,r SIMI MI 0 PTED iri Per T nne AJ.;;C.heri Latter A i iese pl :rs ;Nave>uer 'z v:v-<,,e s by The Tukwila Fire =ruY:-n:r -; `3.;x-::1-3 `cr c..,:-...-tar.:,w :r:tt; current city ,. 1,,:-.1 ;,_.ii.. ;,:--r .,n::,: L:z ,..: .-ot to errors and v.:",n ,A ,,,,,:,;:;;Aut.it;.:,..i;.C: Y4,.r:ationsofadopted , I . : ±:..-,.,.-s 114, ,, re:, ;,cris,billiy for the .., ::,..,..,-;,;'1 ,.. _._ ...::tiv v: ti i the designer. u; -,,,,.:..:,.;.•I ur :1-ki.‘..,,�,:c_ Iq, t;,F..,e drawings atter ..';r„ 0..1, r,.. -i rir3,ti_:;c. ' .v'i.:t' ;;`10 will require a :3.__,:-.-1. -1 of ,ped c+=kms p,. tot subsequent approval. 1 r-ir-f?I !+^r -e. t,trce i' 9t:blect tr, reid test and inspection bti .,e T uit-Ma Fire Prevention Bureau. Dote: Jo -1)--O By: 1� 1 1UKWII1LA FIRE DEPARTMEKI. Tease call: 575.4402 and give this job and exact address for shut. .„ wvn or restoration approval, PAID OCT 21 200e Tukwila Fire IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. . HANGER LEGEND ,1. �.,.` tele( l ‘6 SPRINKLER HEADS USED SYM MAKE, ORIFICE SIZE, TYPE & FINISH TEMP QTY • RELIABLE F1FR-EC RECESSED 3/4, 17/32, CHROME 155 1 REVISIONS MK DATE BY CONTRACT WITH: LA PIANTA LLC PO BOX 88028 TUKWILA, WA 98138 CONTRACT NAME: IDG OFFICE 5835 SEGALE PARK DR C TUKWILA, WA BARRY - 206-396-2012 PATRIFP099CF J ATRIOT 2707 70th AVENUE E. TACOMA, WA 98424 TEL (253) 926-2290 , FM PlifECTION, INC. FAX (253) 922-6150 DESIGNER DATE JOB NUMBER JOHN DACCA 10-21-08 12-11587 - - •2411Fr ""-- • _ 44111matielaIPPod.rxpainguritimatualammanidomog,--,77,-o,,-,--- - -7 :7 4, 363'-6" 59'-10", 60' 40'-4" 38-9" 0 • a 173 0 1 tfl 1 n " o ,! 171(_-/-,-,-I [11 (/) )7LE P r: - ref-, ; , I 1 _ 1 t• A '-1. • II 1 - I I• i11i-• I I 4 II 4- I -4t HHFH I .4 11 7, 11 1 i FH1=H „ II 1 I I 1 -4- -4- „ 11 4- II '4 '4 '-,4,11 11 .AHAI 1:111,1 ,.11,_1 13 11 FHHH 1,11,_i 1411:1 PHFH :ttl I I FHHH i 4101 FFd ,11,14- i41 14 I 4- L L 1 4 I I t.) Lou C (2.. - 1 () ; 0-)6,) tsE_ g , Ore -00H ,s- E t -1-L ss 4c. ° oL E01- 110 uf4c., 011 of Z I u j <zEDo CO 0 LI CO 1-4 Li < Q V) UP up 0 _J Z La 1_<<CMCC,Auj 1-4 0 0Z00ujuire-' 0Z1-1-1(/)2 LLI_Jor•-. •••-•at.dio -II CC CL _ — Z � : (Jr! I— 0 O Li (f) V) 1.13 n Pot ci z jL W10 z z < - -C • a..1- -‹ ZI—X" 0 Z zE0 1,1 < 0 0 ``' (-) 0 ts' LJ a I— w .cni-LID1- 1- ca. 0 • 0 1- _ 0 ACCEPTED Id TELCO 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 • 4 • omissions which do not authorize violations of adopted ,,,tandards and ordinances. The responsibility for the Faclequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after [his date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Tamper switch Flow switch Horn strobe Manual pull Annuciator panel Control panel Exterior bell Smoke detector Strobe — — Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3 1100) By: 5 fl -11 TUKWILA FIRE DEPARTMull Please call: 575-4407 and give this job No. and exact address for shut- down or restoration aproval, NOTICE A completed, signed, Tukwila Fire 'Department Pre-test CertifIcate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. --- 1 Iti 14 IM@NIEWN-' 4 2a1 111111111110 To Fi\c,C) PLAN NORTII PLAN VIES: SCALE: 1116". FM" Washington Alarm, Inc. 1253 S. Jackson St. eattle, Wa. 98144 Kent H. Landsbcrg Company 5835 Segale Park Drive C Tukwila, Wa. 98144 DRAWiNG NUMBER 41oecT-(4. K.LANDSBERG-3 SCALED AT 1-"=1' When the smoke detectors ki are tripped an alarm will be sent to the FACP. The smoke detector will also trigger the -_ relay in the door control unit causing the roll up fire door to drop. ..... <uca_�__ e xis-_:: FACP 135CD 135CD H-3 Room SCALED AT 1"=50' Area of Work This Permit ❑ {' rY 0. 4- ❑ : These pians h:' _4-.1nda d . A:c omisslOfS wh;i.' - standards adequacy of G Additions, this' date v resub ili.tai �1 ,, mmen is i.S:Red .. named Letter by -P a Tukwila Fire 1:4t current City =;c,: �t, _ ; of adopted . . n5:hit'/ for the designer. _;j awinos after require a `,.,�.,; ucnst approval. Fina! accep= =T c test and inspection by The Tukwila Fire r�e reiz; : n Bureau. Date: 5-)-D- NOTICE A completed, signed, Tukwila Fire Department Pre-test` Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. Zed exact address for shut- down hutdown or restoration approval. ehs,h-c b t k(. t4v, k Gla.y o, 0461,;cw4 ('S CpYc.. t S.c� �•. deJi(q ?sir 6,14„,.j5(,61e. • .- 61, 1. Cv.KA,e L. 0,1.0.re \nice p RISER DIAGRAM SHOWING NEW DEVICES TO BE ADDED UNDER THIS PERMIT Alarm from smoke detectors will trigger relay in door control unit causing power to drop to roll up fire door. To dedicated 120vac power supply Ground per NEC Standards Ground per NEC Standards To dedicated 120vac power supply FACP FPS BOSCH 7412G FIRE ALARM CONTROL PANEL (EXISTING) SILENT KNIGHT 5496 NAC POWER SUPPLY (NEW) BOSCH F220—B6PS ADDRESSABLE SMOKE DETECTOR EDWARDS 270 SERIES MANUAL PULL (EXISTING) WHEELOCK EXCEEDER—HSCR CEILING MOUNTED HORN/STROBE DOOR CONTROLLER SCOPE OF WORK: Tenant improvement. Add two horn strobes in new H-3 room. Add two new smoke detectors to connect to fire roll up door and control installed by others. Smoke activation will cause door to drop and alarm to be sent to buildings FACP. Horn/strobes will sound with any alarm from buildings FACP. Wire Legend Type DESCRIPTION A/C POWER 12 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 NOTIFICATION CIRCUITS 16 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 DEVICES/DETECTORS 18 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET—THEN IT IS TO BE IN CONDUIT. SYSTEM IS IN A CLASS "B" CONFIGURATION. 3. ALL JUNCTION BOXES, COVERS AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTS AT 48" TO 53" ABOVE THE FLOOR. 5. UNLESS THEY ARE CEILING MOUNTED, ALL INDOOR HORNS, STROBES, HORN STROBES AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: A) 36" AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER B) NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 7. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASSES. PI L PAID MAY 22 2012 TUKWILA FIRE -#.2-74T7 /� WASH1NGTONALARM Elm • 'MEW m m • 11.1111111111111 CO > w 0)H (....D CC °C 0 z o z 0 0 H cc Z Q cc H Cf) com cc)< 0 ZLJI -J < 0 � Q � J H Q LO Cf)w[n C.ND o°3 . O --4 r U) cc CO 1 WASHINGTONALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job # 8721 Designed by: Daniel Eastvold Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 05/18/2012 PERMIT SET FIRE ALARM A _ 1 \O� Scaled at 8"=1' Riser diagram showing existing and new notification devices To Telco To dedicated 120vac power supply FACP Ground per NEC Standards FPS 1 _J e A T pOV Ground per NEC Standards • fl 1 air I 41 i� iT1 ue\T1 e FOYER existina circuits. VU \ / \ / /0\ � /\ To dedicated 120vac power supply ?, FACP FPS \/ /0• BOSCH 7412G FIRE ALARM CONTROL PA\EL SILENT <NIGHT 5495 POWER SUPPLY EXISTING HORN/STROBES ASD STR03ES NEW HORN SYSTEM SE STROBES ASD STROBES \SOR P2R/SR Wire Legend Type DESCRIPTION A/C POWER 12 AWG, 4 CONDUCTOR 'FPLR' JACKETED CABLE1 NOTIFICATIONCIRCUITS 16 AWG, 4 CONDUCTOR 'FPLR' JACKETED CABLE1 DEVICES/DETECTORS 16 AWG, 4 CONDUCTOR 'FPLR' JACKETED CABLE1 GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET -THEN IT IS TO BE IN CONDUIT. SYSTEM IS IN A CLASS "B" CONFIGURATION. 3. ALL JUNCTION BOXES, COVERS AND BACK BOXES ARE TO BE PAINTED RED. 4. UNLESS THEY ARE CEILING MOUNTED, ALL INDOOR HORNS, STROBES, HORN STROBES AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE COLING, WHICHEVER IS LOWER. 5. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASSES. FILE 0 Without _ �:=a�t COrnmirn S Xs Noted in Red O Per The Attached Letter These piens have been reviewed by The Tukwila Fire Prevention Bu'eza.J fo' cYr:f-rmance with current City standards. Acce`Qz : Sti .._ ;-i ct to error' and omissions which co vio?at;o ns of adopted standards andJ; f e sponsibilit'y for the adequacy of rt.` `' _ , _ __9`-r':3;:'J vv. -0 [he designer• Addtions,as„ mese drawings after this at m° I ; equire a resubmittai ofL' :; !t approval. Final accepta-zc= = = < Jnd inspection by The Tukvviia Y r Date: L( etN5-=-e ivy:owgl pvIt J4 f o.y GO- G I1 fk-I-frroY QKi4-5 E67 --c 54-0k. Dict. c,56z eAcP Gtid Ps , eye(' b AJ{ cAlc s ,Y vol4c►y G. -ors 44-e CX w/culla ay., dzvCu,, - '/� CKs brrgka kandit div -19 dcdlc,,U Fr 4'k Ps 1 KR%tr PAID APR 24 2012 TUKWILA FIRE fZ?o 7Z WASH I NGTONALARM U co C 00 K ca °L I Ll< uJ C/) < 0 LO CO a) , . , -,u) ...,W WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Designed by: Mark Mcllwain Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 04/06/2012 PERMIT SET FIRE ALARM FA -1 1 SCALED AT s"=1' From Silent Knight Located in office ) power supply. 135CD 135CD 135CD • kt 11 • ►14,4 SCALED AT 1"=50' t, t L c Asea of Work is Permit SCOPE OF WORK: Tenant improvement in Industrial Revolution new workroom space. Relocate 3 existing horn/strobes from wall to ceiling. Increase candela from 110 to 135. Cleanup existing wire. GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET—THEN IT IS TO BE IN CONDUIT. SYSTEM IS IN A CLASS "B" CONFIGURATION. 3. ALL JUNCTION BOXES, COVERS AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTS AT 48" TO 53" ABOVE THE FLOOR. 5. UNLESS THEY ARE CEILING MOUNTED, ALL INDOOR HORNS, STROBES, HORN STROBES AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: A) 36" AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER B NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 7. EXTERIOR HORN/STROBE SHALL BE MOUNTED ON THE TOP OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 8. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASSES. !-Icr Comments Ci A.- <;; Y ° -, Red ©e Pe: The Attached Letter :e plans have :ben reviewed by The Tukwila Fire - ent o 6ure .,` ''c or man w;, e ,,-35 current City to en -ors and :ons whit_ {- s__, r,e; iodations of adopted for the ofy., Y t► designer. ..:;,7:16 to trese drawings after -ce 31d 41 require a _ V� .t:..qz e -�ruii�l,�*s 1?f I � 3,. - .. .- :- . :� - :1L:lsJl:tji%G t approval. - .al acceptenc,' t':oiect tf) fFeia test and inspection by Tukwila Fire Pr event C c 5th -eau. Date; 7—(c.) 8=. i TiLf:`smy-. 1. ..E sdi.P.a`RTMc..sI1 Preas:.r4;1 2O5 -5'>i ;-agv7 and No. give this Fire Permit No. c)--F-r.s-o and exact addrecss for shut- down or rest -or ton aper v k NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and ¢ lem-fi it!on of the t=ztin'1` RISER DIAGRAM SHOWING NEW DEVICES TO BE ADDED UNDER THIS PERMIT To Telco To dedicated 120vac power supply FACP 5496 To dedicated 120vac Ground per NEC Ground per NEC Standards Standards power supply FACP 5496 BOSCH 7412G FIRE ALARM CONTROL PANEL (EXISTING) SILENT KNIGHT 5496 NAC POWER SUPPLY (EXISTING) SYSTEM SENSOR P2CRH CEILING MOUNTED HORN/STROBE PAID JUL-62012 TUKWILA FIRE Xf Wire Legend DESIGNATION i DESCRIPTION TYPEA 16 /WIC, cnNiDucTnR 'FPLR " KETA CABLE, TYPEB 18 AWG, 4 CONDUCTOR 'FPLR' JACKETED CABLE1 RISER DIAGRAM SHOWING NEW DEVICES TO BE ADDED UNDER THIS PERMIT To Telco To dedicated 120vac power supply FACP 5496 To dedicated 120vac Ground per NEC Ground per NEC Standards Standards power supply FACP 5496 BOSCH 7412G FIRE ALARM CONTROL PANEL (EXISTING) SILENT KNIGHT 5496 NAC POWER SUPPLY (EXISTING) SYSTEM SENSOR P2CRH CEILING MOUNTED HORN/STROBE PAID JUL-62012 TUKWILA FIRE Xf i "NC() z CD (r) > CC H CC 0 H 0 CD CLE= J Q 0 CC Cif)Q CO M (11)W 0 z JQ Q CD W Ci)O � LO C'7 O Cr � � CC 0 WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job # 8733 Designed by: Daniel Eastvold Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 06/26/2012 PERMIT SET 7 FIRE ALARM A _ 1 t , z t x r '3 a"...S i } } s k ' t' .Y y fa+ a _ r x 4 .- - * ; -' Sa yx 4, -i y-9 .. I ` .; A ' f 3 ' - pT F ^# t .- i - .� m'=ftle3t04443',�111w tF° T -. tIEE ALAN[ LEGEND cca 1:0�-� 00 4 0 2 I35=r -a A Fire Alarm Control Panel Fire Alarm Transmitter Digital key Pad/Zone Annunciator Exterior Bell/Strobe Horn Horn/Strobe Mini -Horn RECEP MEETING ry -pt Bell Interior Strobe Smoke Detector Above Ceiling Smoke Detector Rate of Rise hest Detector - 135 Rate of Rise Heat Detector - 200 Fixed Temperature Heat Detector - 200 Fixed Temperature Heat Detector - 135 Manual Pull Station Waterflow Switch Tamper Switch - PIV, OS&Y Air Pressors Supervisory OFFICE 116 OFFICE` * 123 i COPY SUPPLY 121 — OFFICE 119 SALES OFFICE - 1 15. - OPEN 3 f; m4 SERVER -9 3 EoP LUNCH t -' f sAJ 1 � — -_. OFFICE ; WATTS 0 1 NUMBER TOTAL WATTS �RSGENTI.AY,�IN_WITH 3". DEEP � �OLIC LOUVER (18" CELL) Zx -g;4�E�1A=31 t - = �� �:���-�-�,�.}� - A�c UND ELOUESCENT Y ' 4" 2�=WAC° 4 96 ' _ , 64 61• 7 5856 448 - - 529:7%SFSx - i,2 _WATTS Cr ONY ALL FIXTURES-- WITHIN' 15 FEET OF NATURAL LIGHT .., HOLLOC METAL FRAME 6304 6356 f k. OFFICE 106 REFLECTED CEILING' PLA x.Lsil fro • (2) Ex- kfl WAREHOUSE • Eol 44 MAME • Washington Alarm, Inc. 1253 S. Jackson St. Seattle WA. 98144 Seg3le Business Park Contact: Neal Rider (206) 228-3288 Teh9tfa improvement: Landsberg Company DOOR .14 44 El\LAGED FLOOR PLAN = r -o" IA AA "41- 0 x EXISTING EXIST gned, Tukwila Fire „- st Certificate mdst be, e Inspector prior to Acceptance Testing of nd Detection Systems. nd termination of the sting. 'TED ed Letter_ ed_by The Tukwila Fire .lince with current city _ led to errors and vidations of adopted' e responsibility for the ty with the designer.,,- nce and will -require a s for subsequent approval'. field testand inspection bit drdis' for -45L 4.44 boOR 1 1 tirsc!"—", DOOR PIRAML HARDWARE GROUP RATING REMARKS commencement i N4 Fire 4 kp —1 any Alarin 1,101-. I C S-01 x I-0" H M. 1.CAL PAIN T METAL PAINT E — NARROW RELITE - lio2'f _ - 7i-0" - s c. kOD STAIN METAL PAINT E — NARROW REUTE c.25---'_ -Acco 6: 3'—e" - X 71-0" H M. MO -AL PAINT METAL PAINT A — — gi , 0. . _ As Noted In 10-7 - 3'-0"-x r -o" s.c. WOOD STAIN METAL PAINT H — — . Per The Atte Prevention Bureau for confor 1 io: - 3"--04:X 7'—e- - S C. WOOD STAIN METAL PA; NT H — — omissions which do not auth Additions, deletions or revist 34 —On-- x 7'-0° - S.C. WOOD STAIN METAL PAINT - _ _ - this date will void t is accep resucrnittal of revised drawn tou_e.:_'s_woe.yt::: i : J.,. ; Npi down Or re IA AA "41- 0 x EXISTING EXIST gned, Tukwila Fire „- st Certificate mdst be, e Inspector prior to Acceptance Testing of nd Detection Systems. nd termination of the sting. 'TED ed Letter_ ed_by The Tukwila Fire .lince with current city _ led to errors and vidations of adopted' e responsibility for the ty with the designer.,,- nce and will -require a s for subsequent approval'. field testand inspection bit drdis' for -45L 4.44 /00�7he�S 1Cz) GJffsE /V or -guest (18GJhLsE_ .r,?Lee✓ef'. (Is) c-J„fs: Per ,Er7e-71; I ( is) 4'L2,ocie FC. P p (7) W f•fS& t les fs r`cit✓ r—fil 4,(3-)tit-ts`� .iw- kis S r— � r.04 H s a 11)a r s dam. C') �o vftc TELL® Tamper switch Flow switch Horn strobe Manual pull Annuciator panel Control panel Exterior bell Smoke detector Strobe 20 3 ( a j, ❑ D 0 EOL DL /N 1 1 4 r i 1 i D C1-4) D ro n D 1 D D H 7 , ALAVI WASHINGTON ALARM, INC. 1253 S. JACKSON ST. SEATTLE,WA 98144 CONTACT: NEAL 'RIDER (206) 328-3288 ti T File: Alarmwest.dwg REVISIONS: /‘ SEGALE BUSINESS PAPK a'K T UKWIL , 1^SAS-1.:NC ON (20e) 575--20n ^'r T'! TE\A\T #2 5835 SEGALE PARK DRIVE "C" J SN SCALE: 1/16"=1'-0" DRAWING NUMBER: 'SUE DATE: DATE: 8/05/99 SHEET: OF: �.v - 5' 4,A,6 ACCEPTED 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 emissions 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 b 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 Firee Prevention Bureau. Date: rD//3 / 9 By:�/2, TUKWILA FIRE DEPAR Tiv1EN1 Please call: 575-4407 and give this job No. /-3 and exact address for shut- down or restoration ap;,rowi► ;35 )eco -ie OCT 12 1999 a,,c FILE • tt - enegrwww r I it U.G. NOTES 1 THIS SITE PLAN IS FOR REFERENCE ONLY. SEE •r TURAL AND CML DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATIO 2 UNDERGROUND PIPING BY OTHERS. 3 ALL UNDERGROUND PIPE TO BE INSTALLED RODDED AND/OR BLOCKED, FLUSHED AND TESTED PER NFPA 13 & 24. 4 MINIMUM BURY 5 PATRIOT START POINT AT 10" FLANGE INSIDE BUILDING. FLOW TEST STATIC RESIDUAL FLOW SOURCE LOCATION LOCATION 135 128 1500 LAYTON & SELL INC., P.S. HYDRAULIC CALCULATION SITE FIRE SPRINKLER RISER W/ BACKFLOW DEVICE INSIDE BUILDING, TYP. 3 PLACES SITE PLAN SCALE: 1` = 40' STORZ FDC. R (TYP.ACCEPTED 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 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 dra*ings for subsequent app Final acceptance is subject to field test and inspe The Tukwila Fire Prevention Bureau. Date: (i/2---/0 f By: al. by N DEC 21 2000 ,..0 HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z FITTING LEGEND P PIPE -0 -LET F PLAIN ENO FIT FITTING SN GROOVED SHAPED NIPPLE - TSN THREADED SHAPED NIPPLE � 2 - WAY EARTHQUAKE BRACE `- 4 - WAY EARTHQUAKE BRACE ,,C)1(1 STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND x it A. SPRINKLER ORIFICE SIZES AND TYPE i 0 M i c W d W N '-'^ O O 1/2" 7 Th6T T SPRAY © A1' 17 • Q 3/4" 33 17 SPRAY 0 i' 1 3 7 1 .1 4 1/2"" 2 6- 62 SIDEWALL 1- - DRY TYPE �Zo 1 - STATE CERTIFICATION TEMP RATING Z V, _t O ;les• � z ft8 $' N Z a 8 Inc, -e- 212' Y Q z I/2" () 1 • tecdon, �..CertifcateolT,P'.o 286' z �d 1- ® 1 2" / ' agE 350' 1- i - ..�°�o d° vie/► 41 '� �° 1/2" CO 1/2" - - , g a VLIA:At'`'' APPROVAL REQUIRED --t�► WSRB I� CITY OF TUKWILA tiefth SPRINKLER HEADS USED SYM MANUF MODEL TYPE THSIZEREAD ORIFICESIZE NERDFINISH ESCJF NDNICH TEMP OTY TOTAL OUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE 1. All 1. PIPING SHOWN 3. EARTHOUAKE NFPA 4. PIPE NFPA S. PIPING 6. JOINING WITH 7. OWNER SYSTEM 8. ALL 8Y 1 GENERAL NOTES MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DWENSIONS THUSLY (1-E) WHICH ARE END TO END. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH PAMPHLET NO. 13, APPLICABLE EDITION HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH PAMPHLET NO. 13, APPLICABLE EDITION. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION OF PIPE AND FITTINGS, THREADED if WELDED, SHALL BE IN ACCORDANCE NFPA PAMPHLET NO. 13, APPUCABLE EDITION. TO PROVIDE ADEOUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER TO PREVENT WATER IN PIPES FROM FREEZING. WIRING Of ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED OTHERS 9. PAINTING 8Y OF PIPE t EQUIPMENT (IF REQUIRED) TO BE PROVIDED OTHERS 10. FURRING By OF PIPE t EOUIPMENT (IF REQUIRED) TO BE PROVIDED OTHERS t DESIGN CRITERIA SEE SHEET 2 OF 5 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 0 /--- QC/ and exact address for shut= down or restoration approval. PIPE NOTES REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SEGALE BUSINESS 18000 ANDOVER TUKWILA, WA 98188 206.575.2000 STEVE , PARK PARK WEST, SUITE 200 NELSON FILE PROJECT NAME: KENT SEGALE 5835 TUKWILA, Steve Nelson 206.575.2558 H LANDSBERG CO. 981 BUILDING SEGALE PARK DRIVE - C WA 98188 FAX 206.575.1662 _ PATRIFPO99CF - _.,. 1 0 f L` FIRE PROTECTION - - 2707 70th AVENUE EAST TEL (253) 926-2290 ACOMA, WA 98424 FAX (253) 922-6150 DESIGNER - Bob Forsberg SHEET DATE December 11, 2000 - - -F 2 P 1 JOB N0. . 12-5442 - 1 OF - N HYDRAULIC REMOTE AREA THIS 3000 SQ FT AREA HAS BEEN HYDRAUUCALLY CALCULATED TO A DENSITY OF .13 GPM / SQ FT. SYSTEM DEMAND 593.8 GPM 0 111.2 PSI AT BASE OF RISER NODE 4. 1x1-9 V - 10-3 t - I; RAY day-.-- m1 3 1 1 1 AREA OF WORD, 3�3 80D -AFF 3 TON RTU -1 12'-7 AFF- t / 2 41 11 SII- 9,a 1 11 11 11/41il X11 , +/ 311 /'$ _, � (T—, Tf -„(; 9-0 11 101 -0 -141 -1 -\A -3,-"I' 0 V� l Tto ctlg-0 LO U _- Ll--_ — 1L _ —1.1— — U — X -T �`ti O t` A_-- - -1x41-1 4, ofi ' I +` p1� � 1 .-�lFx2 � p ¢ I 12-0 1 ( 211%12' �1 tib 1 - 121-0 `Th--- - 1 LJ ,2'-21 AFF_ Itl c,RI ti •-• ,fit e.1@ 1 x4 -T1 12161 �J4 1XX11x8-1 \...„1-11 p 1 _ ,......_ ,,,), 4,-;\ % r -L. , ., 14 � ' ` OA. 12-012-0 1`L 8, l WI 2- p., -)17F4 ,f,(13-32) 1 6-0 T 6-0 /` /1 I t kfxCvY 2r cE- 1, -,i 72-0- 8.414. 1 rit O IaCE_. 12-0 14 12-0 1P - 1t Q- --- — — - -- 6-0 xXx CFY 1 3 TON RTU -2 18':12” RETURN & St1PP Y DUCTS EF -1 At 2 WILL BE DLC'TED TO WAREHOUSE -•NLY EF -3 TrIPU EF -1 WILL BE DUCTED TO ONE ROOF MOUNT -D 600 CFM Exr;AUST FAN AREA OF WORK 14 J, 1 �`` tt 6-0 Y 6-0 — 12-0 _ 11 "' 1- 6-0 •� 01 32-0 \}/ 11 6-0 1 145-0, K.Y# 1‘17 1x8-1 \ SH 1 x2-1 —• 47:;\ �E�-- 1X12-0 0 1.1x12-0 I 51V. x4 -8 1x3-9 ;' \ (t t i tot �€^ 1 t� _ M' 1 ION \0/ yI 12-0 11-0 1x8-1 3 �ti� 1x2-1 3-9$ 3x24-0 /\ 14 1140 x ,,Q 12 J, 1/___ cs MIa - \''')' 1x2-7 - `l/ ,WAREHOUSE 12-0 a — 14 12-0 titiP - 6-0 14t ti�a 6-0 12-0 —.� 36"Y1T" SJPPLY & RETURN DUCTS - =�-- lx -2 1 `3 lq 1x6ti — -6� — 1x3-9la;0� 7C1 x12_0I. •\p-iyi- 1 `1 1I - 1., 11 ti a 14 L`L� 1(1-0) 12-0 cL 12-0 6-0 12-0 - 11-0 4 ' 6-0 Y / ,,R- 4,1x2-9 e1x2-9 1x7-3 �o M ET N /� "'I,r, 60 I 6-0� �a�Y- y` . X94 v l F 4--J11 v "'°1 1.11 r l; ti 1.1y titiP l t ti 14 1 ti�Q 4 — — 12-- 0 a 1240 - 6-0 120 -- 1(1-0 1(1-0) 1t 12-- 0 a i `l� t `L'IL 1t `L�% 1 12-o — �... . 61 _ 12-0 0�.,n� / \}/,`yQ PARTIAL SEGALE T.1. SCALE: 1/8" =1'-0" NOTES: 1 ALL DASHED PIPE IS EXISTING 2 ALL NEW UNDER MEZZANINE PIPING TO TIE INTO EXISTING OVERHEAD PIPING. SEE PATRIOT JOB# 11-0910, SEGALE 981 BUILDING. 3 TYPICAL DROP TO BE 1(2-6) TO ADN. UNO. /2404 & Rating on SnNeyint �S W OW 1L VON t � Wash �1.�N R� �(1\ASN" e1y to selahv t b� Stip` a con - shoed s�v t se es*elate exc\us rney ale eot.'d' esti' OIED ts sob �cep�°c oe iosutaace sate ion of whethe else co - AN oe as De9114, a am *Way tipou t possible o s question e \of h 2a ds which may vati ed asbestine o With t i. It tecoButzed that situ en exetc tope'�y' ,` lt dry tum 11pextst- HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD 1 R EXPANSION BOLT S PIPE SPIKE T - U TOLCO FIG 24 w/ 1/4x14.TEK SCREW w Y Z FITTING LEGEND P PIPE -O -LET a F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE I ----.- 2 - WAY EARTHQUAKE BRACE ±4 - WAY EARTHQUAKE BRACE (-1 STRUCTURE TO CENTER j�� UNE OF PIPE IN INCHES SPRINKLER LEGEND SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE - 2 p W ,W,, U ~ `� 1 3 1 O ( 1/2"1 / I- 1I 1h SPRAY O U 1- 3 17 0 0 3/4" 4 3'J SPRAY Let 1- T Q Q 1/2" SIDEWALL 2 TiT 1- -x DRY TYPE O 1 , STATE CERTIFICATION TEMP RATING i =cL 2 8 %* otcc_410 Inc. p FQ w CerliNlcar 92 c�rq 2. X11 t 11ro�24 :::•1! ' t•, .�. �t+ O les' z oc$ o ,- N z3 C8 212' W Yp1/y` z (10 ,. 266' a • • t� , /2" 350' ,n n = 1s 1" ggX500' 1 j2" � 1 /2'7 APPROVAL REQUIRED WSRB CITY OF TUKWILA Llec�"' SPRINKLER HEADS USED SYM MANUF MODEL TYPE • THREAD SIZE ORFICE SCE HEAD FIiSH ESCUTCH riN�M TEMP QTY • REAM F1FR RECESSED w/ADN r }' GONE CHROUE 155' 58 • RELIABLE FIfR/F2 PENEDNT c i ORM 401 2pc 155' 5 A TOTAL 62 +DUALITY CONTROL BY CATE 7/30/99 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND Lk 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. APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE 114 ACCORDANCE WITH MVPA PAMPHLET NO. 13, APPUCABLE EDITION. S. PIPING SHALL BE 1N ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED k WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEOUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REOUIRED) 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 DESIGN CRITERIA 1 DENSITY = .13 CPM/3000 SQ FT PIPE NOTES 1 ALL SCREWED PIPE TO BE ALLIED "XL". 2 ALL WELDED PIPE TO BE ALLIED DYNA-FLOW. REVISIONS NO DATE BY DESCRIPTION I CONTRACT WITH: SEGALE BUSINESS PARK 18000 ANDOVER PARK WEST. SUITE 200 TUKWILA, WA 98188 206.575.2000 STEVE NELSON - PROJECT NAME: - KENT H LANDSBERG CO. SEGALE 981 BUILDING - 5835 SEGALE PARK DRIVE C - TUKWILA, WA 98188 Steve Nelson - - 206.575.2558 - -TH? PATRIFP099CF OT FIRE PROTECTION - 2707 70th AVENUE EAST TEL (253) 926-2290 TACOMA. WA 98424 - FAX (253) 922-6150 DESIGNER - Bob Forsberg - SHEET - - DATE - - December 11, 2000FP2 2 OF 2 JOB NO. - 12-5442 - - 3 3 3 4-1 10-0 -11 3-1 .o-0 TYPICAL WU. CCAISTRLCTION / TILT -Ip CONCRETE PANEL 3. 31 • 3 3 5-01 I Ti r—� L — J MTALNJUC REMOTE AREA SYSTEM 2 DISE 12 WADS IYP/E SEEN NYDRM11.ICAIAY CALCULATED 10 A WNIRAt PRESSURE OF TS P. . SYSTEM DEMAND 1479 2 6PM • 112.0 PSI AT FYS[ OF RISER (NOCE 4) 3 I-0 1-0 4-0 V-0 lAtt 'ib 10-0 4-0 0-0 SYSTEM #2 13 3 1-0 1-0 4-0 T3 5-0 5-0 5-0 10-0 10-0 4-0 ,t_05-0 3 I 1 1 1-0 1 0 '4-0 • 7t `67 ��� o II -1 TT i,- o 3 - 3� ' 1 3.1� 0 ] 7 3 • t-0 )_ 3 -o I-0 10-0 c to -o s /1 s-0� w -o a 1o-0 , -0 ,o- e 1 -• ,-. 0 , - 4-0 Fo III HMV El fiellirr 0 0 N l i O 1, 1 Y o , i In CV '1 3 3 3 3 • l_' 2-0 ` 12-0 5-0 ' 5-0 2 Lr 12-0 1' HOLE SIZE E.-0 4" L-1_ 'H' LAG BOLT .. 6' —1.1.—.—L--Zr 11'-0l 10'-5 PLAN VIEW SCALE: 1/16"=1'-0' 5-0 T12 I4'.. 10- Id .B, 'A' rt EYEROD w/ 'H' -- LAG & RING HNGR FOR TRAPEZE PIPE. C NUT & WASHER F \--SHOP DRILL 'E' HOLE TYPICAL TRUSS�� /—G ALL THREAD ROD LENGTH 'F' HANGER RING TRAPEZE HANGER "T" - NO SCALE - PIPE 'D' W/ x9'ROD WELDED TO EACH END. (DO NOT OPPOSE) - HGR. LABEL N0_ HUNG PIPE SIZE - 'A' - HOLE COL (Rutwtc DILL) - 'B' PIPE LENGTH 'C' SPAN C' EQUIVALENT SPAN - 'D' PIPE SIZE - - & SCHEDULE 1' HOLE SIZE 'F' ROD LEN. V ATR 'H' LAG BOLT T1 6' r-5 11'-0l 10'-5 3'-73' 23' SCH 10 9/16' 23 3 3 72 - 6' r-6' 11'-0' - 10'-0' 3'-73' . 23' SCH 10 9/15 237, 3 3 T3 4 i'-5 - - - 11%4 10'-0' 3'-73' -1r sem 40 7/15 '24 1 1 T4 8' 5-6" 11'-0' - - 10'-0" _ 10'-0r - 4 SCH 10 - 9/16' 25 3 3 T12 4 - 1-6' - 7'-0' 6'-I1" , 3'4' 13' SCH 40 7/16' 280 , i i = 19'-10 - - - - L TRAPEZE LENGTH 'C' SPAN TOLCO FIG /58 w/ I" LAG & WASHER ATR PiCAL TRUSS '0' RING HANGER-\\ j2/—'0' NUT & WASHER SHOP DRILL 'E' HOLE 'G' ALL THREAD ROD LENGTH r HANGER RING PIPE D W/ x9" RO0 WELDED TO EACH END. (DO NOT OPPOSE) IrAIDEZE HANGER NO SCALE - HDR. LABEL N0. HUNG PIPE SIZE 'A' - HOLE DIM. (uoo.o oN.) 'B' PIPE LENGTH 'C' SPAN . 'C EQUIVALENT - SPAN '0' PIPE SIZE - & SCHEDULE ' 'E' HOLE SIZE r ROD LEN. 'G' . ATR QTY. 15 8' 1'-11' 1'-113" 10'-4 10'-Q' - 3'-73' - - - 2r 5CH 10 . 9/15 r 3 ? TSA TO BE IAJNG WITH 2r RING & S ,EYE ROD ./ T EYE FROM JOIST HALER - TRAPEZE LENGTH SPAN x6EYERODw/r 1 EYE, LAG & WASHER i l- TYPICAL TRUSS 4"x30" ATR, RLQ COUP NUT & WASHER G' NUT & WASHER JL PIPE 0 W/ —' I'x9" ROD WELDED TO EACH END. (DO NOT OPPOSE) SHOP DRILL 'E' HOLE-- '0' ALL THREAD ROD— LENGTH 'F' 6 HANGER RING TRA?EZE HANGER • •. • NO SCALE HGR LABEL NO. HUNG PIPE SIZE 'A HOLE DIM. (otw 1G IW.) 'B' PIPE LENGTH 'C' SPAN 'C' EQUNALENT - . SPAN .D. PIPE SIZE & SCHEDULE 'E' HOLE SIZE 'F' ROO LEN. 'G' ATR QTY. 8' 4 -1p3� 9'-8' 10'-0' 10'-0' 4" SCH 10. 9/16 - 19 16 8' 9'_ 1 iv 10'-53' 10'-0- - 3'-73' 23' sot 10 9/16' 5 3 ? 11'-O' 10'-0' 10'- 3' SCH 10 9/16 3' 12 T10 8' 3'-10' 11'-0- 10'-0" T-0" 2'-5 - 3' - - - 111 - 8' 12'-5 19'-11' 10'-0" 6'-5 23 SCH 10 9/16' 6' ,. 3 ? = 19'-10 - - - - 2"- W- 3r --3{ -3r 13'-3J' SPAN 'B' -- TOLCO FIG 825 & i�x6 �gQQ w/ /—'F' NUT & WASHER TYPICAL TRUSS J ,.'F' All THREAD ROD LENGTH 'G' l PIPE D' W/ x 9 ROD - WELDED TO EACH END (DO NOT OPPOSE) `- SHOP DRILL t HOLE 6/- HANGER RING TRAPEZE HANGER "V' NO SCALE RISER LEO=- 1 AMES 3000ss DCVA w/ (2) POTTER OSYSU-1,-2 - TAMPER SWITCH AND REMOTE READ BYPASS METER. 2 MUELLER NRS VALVE w/ GEM WALL POST INDICATOR PCVS-1 2. TAMPER SWITCH. - - - 3 POTTER VSR—F FLOW SWITCH. -- - 4 211 DRAIN VALVE 5 PRESSURE GAUGE - - - 6 4" RELIABLE DG CHECK VALVE. - 7 5" STORZ x 4" NPT 45 FIRE DEPARTMENT CONNECTION. HGR. LABEL NO. HUNG PIPE SIZE 'A' HOLE DIM. 'W PIPE LENGTH 'C' SPAN EQUN- 'C' SPAN 'D' PIPE SIZE & SCHEDULE 'E' HOLE SIZE T' ROO SIZE 'G' ROD LENGTH T7 8' 4 -1p3� 19'-9' 10'-0' 10'-0' 4" SCH 10. 9/16 3' 19 14'-103' T9 8' 1'-10' 11'-O' 10'-0' 4'-73' 3' SCH 10 9/16 3' 12 T10 8' 3'-10' 11'-0- 10'-0" T-0" - 4' SCH 10 9/16 3' 12 7-A WEST RISER DETAIL FP -2 SCALE: 3/8" =1'-0" 'C' SPAN .8' 'A' 1012 EYER00 w/3EYE —Tat O FIG 825 & 3x6 EYEROQ w/ 3' EYE 'F' NUT & WASHER �}— TYPICAL TRUSS \- SHOP DRILL 'E' HOLE 'F' ALL THREAD R00 LENGTH '0' WAGER RING 0 TRAPEZE HANGER NO SCALE j PIPE '0' W/ x R00 WELDED TO EACH END. (DO NOT OPPOSE) LABEL 140. PIPE SIZE 'A' HOLE DIU. PIPE LENGTH 'C' SPAN SPAN 'C' PIPE SIZE & SCHEME HOLE sa ROD SIZE ROD LENGTH STATE CERTIFICATION sYm REUABLE RELIABLE REALE HANGER LEGEND A COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CUP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE V FITTING LEGEND P PIPE -0 -LET F PLAIN END FTT FITTING sH GROOvED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE "0 STRUCTURE TO CENTER UNE OF PIPE NI INCHES SPRINKLER LEGEND A. 4.01 SPRINKLER ORIFICE SIZES AND TYPE 0 Ind 0 SPRAY .3/4' 34 TEHP RATING o 165. 2866 350. O sae DRY TYPE 01. 1" 1/2" APPROVAL REQUIRED WSRB CITY OF TUKWILA SPRINKLER HEADS USED NODEL FIFR TYPE PENDENT PENDENT UPRIGHT THREAD SIZE ORME SIZE HEAD NOSH BRONZE BRONZE ESCUTCH FDDSH TEMP 155 TOTAL OTY 888 44 4)0 972 QUAUTY CONTROL BY PETE POFFENBERGER DATE 7/30/99 APPROvED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL HATERIAL AND EouiPIAENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DiktENSIONS ARE CENTER TO CENTER ExCEPT RISERS AND DtmENSIONS SHOWN THUSLY (1-6) wHICH ARE END TO ENO. 3. EARTHOUAKE BRACING SHALL BE PRoviDED 04 ACCORDANCE MTH 4. PIPE HANGERS AND NETHOD OF HANGING TO BE IN ACCORDANCE wiTH 6. JOiNING OF PIPE AND THREADED & WELDED. SHALL BE 94 ACCORDANCE 7. OWNER TO PROM( ADEGuATE HEAT n4 AREAS PROTECTED BY A WET PIPE SPRiNlalli SYsTEN TO PREVENT wATER 114 PIPES 'RON FREEZING. 8. ALL WiRING OF ELECTRICAL DEvICES (IF REGuiRED) TO BE PROviDED BY OTHERS 9. PAINTING Of PIPE & EQUiPmENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE k EOutPwENT (IF REOUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1 SYSTEM DESIGN: ESFR SYSYTEM 75 PSI EHP, 12 HEAD CALCULATION PER NFPA 13 5-3.5. PIPE NOTES 1 ALL WELDED PIPE TO BE SUPERFLO OR SCH 10. 2 ALL THREADED PIPE TO BE ALLIED " XL" . REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SEGALE BUSINESS PARK 18000 ANDOVER PARK WEST. SUITE 200 TUKWILA, WA 98188 206.575.2000 STEVE NELSON PROJECT HAA4E: 981 BUILDING ANDOVER PARK WEST & SEGALE PARK DRIVE C TUKWILA, WA 98188 FRANK SWANSON 206375.2558 FAX 206.575.1662 AT 10 FIRE PROTECTION 2707 70th AVENUE EAST TACOMA. WA 98424 TEL (253) 926-2290 FAX (253) 922-6150 DESIGNER Rob Forsberg SHEET DATE JULY 30, 1999 JOB NO. 11-0910 FP2