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HomeMy WebLinkAbout16910 59TH AVE NE_056476_2026 INSPECTION REfR ¢tixN GrO Permit No.0S:-6 q;!A� Lot#: �® Q' Address: ` e-1 _2? � Contractor: ly'O"Ve4 7rcl, s ,SO Owner: '� !`t,`//fi �dT �7'•�..�� �IINC' Date: �� ',e) 5 PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. /7 /any Inspect Date: TYPE OF INSPECTION REQUEST D ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ALOther: ,�- NG INSPECTION REPORT tit ?'� Permit No.: o�;_ (1)4 7w Lot#: 4 � Q' Address: I bI) tD �c Diz- Contractor: Ct_!j. :u L.u+ O Owner: IN G� Date: o ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. C(z„ n iL" - 1-I _jyC.c� cT Inspector: Z�9' Date: %-Z461-- TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork 0 Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 3Vcf INSPECTION REPORT ¢ti1N GrO Permit No.: 05- (P4 7L Lot #: Address: l 6 9 l o 159 pv\.� � z Contractor: G� �AGl t O Owner: L4-T_ IN C'� Date: 9 -8-OS` ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 4-, N /b—/ 7 Inspector: SLR Date: 9-g-05— TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork A Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: Z'i-1 INSPECTION REPORT 0 5 !�'3 Vi 4ti1N G�O Permit No.: Q'� _ Lot Q' r» Address: I rag 1 O S art Contractor: iL S 9s �O Owner: T Date: �-Z��o� ❑ APPROVAL WPARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. [7 k� v L} -� L�•;-5 /�1'/(.o „�L'z.ff ��r'/era��7] Inspector: Date: �i-D� TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: 11 q3 INSPECTION REPORT ®S loaf`i to 1;4 Permit No.: Lot #: Address: Cam o C_"A D�-- Contractor: 1N ic--5Owner: '� Date: $-i -c. ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. ��Fa-L- 14-pPf+�,e✓�Z C - Inspector: fit.a'Lt Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork 0<Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: /Q 0Ff INSPECTION REPORT 1'7F1, PermitNo.: ®S 0 47b Lot#: Address: I(yqro 5� yh.46- Contractor: o A4r`�tfiOwner: Lt -T Date: ❑ APPROVAL $,PARTIAL APPROVAL ❑ VIOLATION 0 CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. f Inspector: Date: ''�"�© TYPE OF INSPECTION REQUESTED Cl Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork 0 Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: `( C� 3 1 9NSPECTION REPORT N114- 4tiZN G TO permit No.: Q S to Y7 6 Lot #: 4 Address: l Ci I o S c Av4' Contractor: a C-4--4 Al el-H O Owner: 4 - y' j N G$ Date: /y r ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: ( Date: -1 -°1"' TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing NC Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 'NSPECTION REPORT ¢ytN G?'O Permit No.: ©' Gof 7ia Lot#: Address: t1t9ytz OR Im- • • f(*Gi 10 5c1 �rE Z Contractor: IQ.T O - 9s Owner: `f - T Date: `7 - Xa-Gs ❑ APPROVAL 0-PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �ru �. rN� 7CS� o� 3 i.rrve5 . EST 7� Bt .� r4 iL G�rJ�/LuZ T� •✓ 7-0 cvJrf Inspector: S; Date: 7-.--0`aS TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing WGas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT ¢tiIN G p Permit No.: _�/4 y,� Lot#: Q" Address: j���/D � d' Ty D � z Contractor: i�T�ia� /'�/.'� 1' O Owner: 9s�IN Date: ® >e41, ❑ APPROVAL ,PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. JAI oe T Inspector: - , L Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPOR' ¢tiLN G TO Permit No.: Lot #: Address: /� �/U — 15; Z'e-zU•- Contractor: �z.f _ ��1��.'.a g Z 2 Owner: IN Date:�i�2��L%� ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. 7� Inspector: Date: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: MSPECTION REPORT 4ti1N G rO Permit No.: Lot#: Q' Address: Contractor: qs ,�O owner: SIN O Date: e ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. ,¢ •v7r� Inspec r /(�e,LSD� !-� ✓ ate: l`�D TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 5 AILW /O }g �t G Id3Q JN1,071nB eo 5001 T 0 crds RECEIVED ' COA BUILDING OLYMPIC MECHANICAL INCORPORATED Head�ttg•Ventilation•Air Conditioning $ales•Service•Design OLYMPM117001 JERRY DAIZIEL Sales Engineer / _%a A OOA1 G I 'TY car"- 1:RL_ i t%4p-rpt%-j C"CJ'114 t�i `r` Ft l-1 C -F :I C.31'.1 1=>L- i UHner: ZT DEVELOPMENT 130, 44TH S' E LAKE STEVENS - Value of Work: Tax ID. J10,5Z7-002 .0)01. -00 I-hotee: 421,5. 37i'. 91:.1t�11 Describe Work: INSTALL ROOFTOP HVAG, GAS UNIT HEATER, FAN & PIPING Proposed Use: WAREHOUSE Legal Description: Job Address: 16910 59TH AVE CIE Contractor's Name Type Address License# OLYMPIC MECHANICAL MEC PCB BOX 5326 OLYNPMI1700 P E R M I T F E E S Equipment and Fixtures Number Fee Total Charge -- - - - - --------- - MISC: EQUIPMENT S $15. 00 $90. 00 FURNACE/UNIT HEATER 11 $15. 00 $165. 00 VENTILATION FANS 7 $7. 00 $49. 00 GAS PIPING 1-5 OUTLETS 1 $15. 00 $'19. 00 S U R T O T A L. . . . . . $323. 00 TOTALS Fee Equipment $323. 00 ` Mech Permit $24. 00 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $347. 00 I HEREBY CE' �FYAT i i AVi [LEAD AND EXAMINE'_ THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 THE SAME TO BE TRUE AND COR- R ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . $347. 00 NAN - '-S GOVER ING THIS TYPE OF WI' '. 4 C1M LIED WITH WHETHER. �F . DATE 9 'q c� RECEIPT # I _78T — I I R MOT. UILDiNG OFFICI ■ ■ ■ ■ ■n ■ 1 ■ ■I ■ 1 � 1 ■ 1 1 ■ ■ J11 r ■ ■ ■ ■ ■ 1 ■ m ■ NIII J■ ■ ■ ■■ ■ It 1 ME ■ ■ ■ ■ ■ 1 ■ ME ■ 1 ■ ■ 1 r ■ NONE . 1 . ilmill � m � ■ � � NONE ` ■ ■ NI■ ■■ m JI J� 1 � ME or ■ ME ME 1 1 1 ` 1 ■ ' 11 11 1 ON, I" �ti 1.0 1. ■ ■ ■ . ■ ■ ■ ■ 1 • mo � � No ■ 0 ■ *E .E. ■ G I TY OF ARL I hlGTOFV COhISTRLJCT I O1�! PERM I T PERM I T IVO_ = QD5-64-7E, Owner: 4T DEVELOPMENT 18930 44TH ST NE LAKE STEVENS 98258 Value of Work: Tar. ID: 310527-002-001-00 Phone: 425. 377. 9130 Describe Work: INSTALL ROOFTOP HVAC, GAS UNIT HEATER, FAN & PIPING Proposed Use: WAREHOUSE Legal Description: Job Address: 16910 59TH AVE HE Contractor's Name Type Address License# OLYMPIC MECHANICAL MEC PO BOX 5326 OLYMPMI1700 P E R H I T F E E S Equipment and Fixtures Number Fee Total Charge MISC EQUIPMENT 6 $15. 00 $90. 00 FURNACE/UNIT HEATER 11 $15. 00 $165. 00 f VENTILATION FANS 7 $7. 00 $49. 00 I GAS PIPING 1-5 OUTLETS 1 $19. 00 $19. 00 AIR HANDLING UNIT 3 $37. 00 $111. 00 S U H T O T A L. . . . , r $434. 00 TOTALS Fee Equipment $434. 00 Mech Permit $24. 00 /' // SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $458. 00 I HEREBY CERTIFY T.:)`,T I HAVE READ AN '. EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $347. 00 KM' THE SAME TO BE TRUE AND COR- 13E ALL P VISIO OF AW5 AND TOTAL DUE. . . . . . . . . . . . . . . . . $111. 00 O GI ANCES UVERN G Ti S TYPE OF W R WILL GO1P ED TH WHETHER `PE FIED E • I R N T DATE RECEIPT # qUIL ING OFF C,I L 1 1 I (illtrir 1 :11nil No si mm :17jI • I 1 77 Ir■ ■ r ' 1■ 9 -11 - ■ lI■w ■ ■ 111 ■ -- 19 . . ■ ON no ■ ` ■ — im■m■■■-m" iL • No 0 ■'` ' 1 0 ■ ■ IN No NEW No M" ON 0 ill■■ mom m ■ • ■ i� IN 4 ;MI�ON T 7 ■m =le. _IFM ■ ■ ■ — J 1 1 7 ' 161 * ■ 10 ■ ' — r IN ■ ■ • 1 ■ n : ■ 1 _ I • ■ J :A T 11 . . ' ■ ■ ■ ■■- 1 • 1 1 ■ ■ ■ 1 . . - . 1 � 1 1 . � ■ m No mil_ I i 1 1 , ■ •mm-1 - ■l dr • 11m11 .■ ■ - 1 1W Alm 1 ' J 0 P IV3 R I e C.k 51 "- '� �; �. '; �,_ . ..��` / f, p G7 G� G7�G) 2 FFFa 5m W N W N WN N ICE s �Z ,V A A w m C) N x o n c o o a m E o Wcn a N of w W s .. 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O O O Cml� o Z r 0 0 o N o r— cn TI T TIC Z ma 3 n O TI 0 0 c - > m ' c�i S x m rn w �L s z z y D � y N � � J ' O 1 _ •/m�� (rnco j m I Vt C71 Ul ? c0 03 ' s N r N N N rn ) o S I CO m m ! v cn c.n CD �_ _ D Z] $ I H s cn i v = a C 3 = O O O p co cn cn n r0 - zt m 0 ;10O m IV -4 n m p zm] v C: O Q A � J Z m cn cil 2 O m .a N N F3 22 m u7 m r- m a x j C7 TI Zm] 0 OO 9 m O 6j� n r W % m O m m rn -- o m III d d m CA C- 0 O z T o W ^ 41. m I` x o co z co R � � °`�Y °� COMMERCIAL MECmANICAL ,� o PERMIT APPLICATION �jNG� Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8) SETS OF CONSTRUCTION DRAWINGS, AND THREE (3) SETS OF WASHINGTON STATE ENERGY CODE APPLICATIONS. Type of Permit: ( ) Residential Apartment (,k) Commercial Project Address: [(A l o 5T"AVE' Al i.% Parcel ID#: Lot#: Subdivision: Project Description: LN5'rA-c_ R0`42_ f f VA,G 541%�j7nS_T�/�S lfNl/ / al-��s I (.'X��Li fAAl ciASi �) Owner: (4 �� ���i (71'/ �N I Phone Number: Address: /3')nO `��I1��/ �� City: o�A4- S e'V610 S State: • CVA Zip Code: �L)`>L Contact Person: 1 sg.,Z Phone Number: ������ Cell Phone: Fax: wf- G?�2--1 k;=f I E-mail: Address: ?(7/,P (-r."WIC Li,- 54i%- �2o7 City:�Rwlv_cAKi- T A02 State: 6V,4• Zip Code: Please List Quantity of Fixtures Below: CLOTHES DRYER FURNACE UP TO 100K BTU GAS OUTLETS FURNACE OVER 100K FLR FURN INSTALURELOCATE I I SUSPENDED HTR/UNIT HTR\ APPL VENT/OTHER APPLIANCE REPAIR BOILER UP TO 3 HP BOILER UP TO 4-15 HP BOLIER UP TO 16-30 HP BOILER UP TO 31-50 HP BOILER 51 HP AND UP & AIR AHNDLING UP TO 1OK CFM AIRHANDLING OVER 10K CFM EVAL COOLER I VENTILATION FANS OTHER VENTILATION SYSTEM _ VENT HOOD DOMESTIC INCINERATOR COM/IND INCINERATOR ALL OTHER UNITS FREESTANDING STOVE FIREPLACE INSERT Contractor: (kV�t'/C !Ne c:NAN 1CAL- 1`N� Phone Number:����' 77�i f 8�t l Address: ay i City:/9n,cNTAI<f; /G'A% State: L-A Zip Code: Contractor's License Number: O m� -)6?V Expiration: 1 ,2 L l yL I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicant Signature Date Print Applicants Name Forms/MECH-1 : mow• w-e � - -- -- - - _ - - ---_ �r•_'�`..r-•--.-r. -- Y7� A-w ,,:_ E �•�'s:.'' DEPARTNIENT OF LABOR AND IIVDUSTRIES u REGISTERED AS PROVIDED BY LAW AS CONST CONT —GENERAL �EXP DATE:._: .-.: �: ._,.z-.. . .. ... CCOL OLYMPMS.1700L171-0 12006 ,.EFFECTIVE DATE ­"�09/21`1983 OLYMPIC MECHANICAL INC P 0 BOX 5326 =s`' > LYNNWOOD WA 98046 ` x •It - -•fi I � •z F625-052-000 W971 �/`:eDEPARTMENT OF-LABOR:`AND�INDUSTRIES% ,� -i t LICENSED AS •PROVIDED BY LAW ,AS t I .} +.—ELEGY OrrTIZ ' HVAC,/RFRG I� �.•-_ i _ ° ., 4 �__/� . �� � .�-; � � ems" �� -z_.z�°LICENSE `# ,. :DATE i I r ' � ,n= EC6A'��._OLYMPMI002DG ;03/08/2006t EFFECTIVE DATE 03/07/2000 _. OLYMPIC MECHANICAL INC 21718 66TH AVE W SUITE 207 MOUNTLAKE TERRAC WA 98043 LLOW ; Stare of Washington RMEIVED COLL,ry of Sn o nnmisn MAY 2 5 2005 I ce.:i v that ,his is true and correct cocy or a doc:unear in d' e possession of(;N=-ric COA BUILDING KEPT tifec , nic I Tric. as or this date. Date;: O'�:) GEY ,,,,,,,, Q o`'�pIRE '• ��';• (Signature) f: - -_ tify anpointmenr expires Oy 7 Y. r. .. t ' City of Arlington REQUEST FOR REVIEW FORM NAME: -4T 1 Ge YYUV1f BP #: 05- _ DATE: ��� RETURN THIS FORM BY: PROJECT SUMMARY: I►'�Gl� 1 U16 /UA- RESPONDING DEPARTMENT TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO 14 NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 67A 7&- TA- L l ` j I GiP-3 SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1500h : 4T Development (1st floor north 15to16) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 OUTDOOR DB/WB: 85.0/ 68 .0 F INDOOR DB: 74 . 0 F RH: 54 ************************************************************ Zone Loads & System Information Summary pg 1 LOAD COMPONENT SENSIBLE (Btu/hr) LATENT(Btu/hr) ----------- - --- - - - - - - - - - --- ----- - -- -------- - - - -- - - - --- -- -- -- SOLAR GAIN 2, 922 0 GLASS TRANSMISSION 436 0 WALL TRANSMISSION 306 0 ROOF TRANSMISSION 0 0 TRANS. LOSS TO UNCOND. SPACE 571 0 LIGHTING ( 3, 063 W TOTAL) 10,454 0 OTHER ELEC. ( 2, 042 W TOTAL) 6, 969 0 PEOPLE ( 27 PEOPLE TOTAL) 6, 671 5, 581 MISCELLANEOUS LOADS 4, 000 0 COOLING INFILTRATION 2,470 952 COOLING SAFETY LOAD 3, 480 653 ---- --------------------- - - - - - --- - - - - - - - - ----- - - -- - - - - - - - - - - SUB-TOTALS 38, 278 7, 187 NET VENTILATION LOAD ( 545 Cfm) 6, 586 2, 750 SUPPLY FAN LOAD (BHP= 1 .6) 4, 020 0 ROOF LOAD TO PLENUM 0 0 LIGHTING LOAD TO PLENUM 0 0 --------------------- - - - - -- -- -- - - - - - ---------- - - - --- - - - - - -- -- TOTAL COOLING LOADS 48, 884 9, 937 TOTAL COOLING LOAD = 58, 820 Btu/hr or 4 . 90 Ton or 416 . 6 sqft/ Ton ZONE TOTAL FLOOR AREA = 2, 042 .00 sqft ZONE OVERALL U-FACTOR = 0 .145 Btu/hr/sgft/F Transmission and Solar Gain by Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN (sqft) (Btu/hr) (Btu/hr) -- - ----- - - - ----- - ------------------------------ - ------------ GLASS LOADS: NE 0 0 0 E 72 436 2, 922 SE 0 0 0 S 0 0 0 SW 0 0 0 W 0 0 0 NW 0 0 0 N 0 0 0 H 0 0 0 WALL LOADS: NE 0 0 - E 450 306 - SE 0 0 - S 0 0 - SW 0 0 - W 0 0 - NW 0 0 - N 0 0 - I I GtP;-3 SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1500h : 4T Development (1st floor north 15to16) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 OUTDOOR DB/WB: 85 .0/ 68 .0 F INDOOR DB: 74 .0 F RH: 54 ************************************************************ Coil Selection Parameters pg 2 COIL ENTERING AIR TEMP. (DB/WB) = 79 .3/ 65 .1 deg F COIL LEAVING AIR TEMP. (DB/WB) = 55 .0/ 54 .4 deg F COIL SENSIBLE LOAD = 48, 884 Btu/hr COIL TOTAL LOAD = 58, 820 Btu/hr COOLING SUPPLY AIR TEMPERATURE = 55 . 0 deg F TOTAL COOLING Cfm = 1, 832 Cfm COOLING Cfm/sqft 0 . 90 Cfm/sqft RESULTING ROOM REL. HUMIDITY = 53 $ COIL BYPASS FACTOR - 0 . 050 ************************************************************ �� �� I I I "` r;0 HEATING LOAD CALCULATION OUTPUT 4T Development (1st floor north 15to16) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 WINTER DESIGN DRY BULB: 22 .0 F INDOOR DB: 70.0 F ************************************************************ HEATING LOAD SUMMARY Note: Heating load is computed at winter design condition. LOAD COMPONENT LOAD (Btu/hr) - - - ------ - - - - -- -- - - --- - --- - - - --- - - - ------------- ------------- WALL TRANSMISSION 1, 728 ROOF TRANSMISSION 0 GLASS TRANSMISSION 1, 901 TRANSMISSION LOSS TO UNCOND. SPACES 1, 958 INFILTRATION LOSS 10, 776 SLAB FLOOR 1,488 HEATING SAFETY Btu/hr 8, 926 ------------------------- - - - - - - - - - -- ---- ---- ---------------- SUB-TOTAL 26, 777 NET VENTILATION LOSS 28, 737 - - - -- --- ---------- -- - - --------- - - - - - -- -- -- - -- -------- ------ -- TOTAL HEATING LOAD 55, 514 HEATING SUPPLY Cfm 609 Cfm HEATING SUPPLY AIR TEMPERATURE 110 . 0 deg F HEATING VENTILATION AIR Cfm 545 Cfm HEATING SEASON ROOM DRY BULB TEMP. 70 . 0 deg F MAX. LOADS 4T Development (1st floor north 15to16) Zone Sensible Zone Total Supply Air No. Month Hour (Tons) (Tons) (Cfm) --- - - --- -- -- -- - -- -- --- - -- ---------- ---------- 1 Jul 1500 4 .07 4. 90 1, 832 2 Jul 1700 3 . 86 4 . 80 1, 772 3 Aug 1700 3 .85 4 .80 1, 769 4 Jun 1700 3 .78 4 .79 1, 756 5 Sep 1500 3 .87 4 . 62 1, 780 6 Jun 1200 3 .65 4 .57 1, 766 7 Jun 900 3 .38 4.44 1, 798 8 Sep 1000 3 .37 4 .18 1, 772 9 Oct 1300 3 .35 4 .12 1, 679 10 Jun 800 2 .99 3 .90 1, 646 Warehouse heating All warehouse space per owners direction,is to be semi heated only. Chapter 13 section 1310 of WSEC allows to provide heating outputs up to a maximum of 8 BTUH per square foot. 1) Grid lines 1 to 5 10,000 sq. ft. at 8 BTUH per sq. ft. = 80,000 BTUH. a) Use 2-40,000 BTUH output unit heaters. 2) Grid lines 5-11 15,000 sq. ft. at 8 BTUH per sq. ft. = 120,000 BTUH a) Use 3-40,000 BTUH output unit heaters. 3) Grid lines 11-14 7500 sq. ft. at 8 BTUH per sq. ft. =60,000 BTUH a) Use 1-20,000 BTUH and 1-40,000 BTUH output unit heaters. 4) Grid lines 14-16 second floor storage is 2700 sq. ft. at 8 BTUH per sq. ft. =21,600 BTUH a) Use 1-20,000 BTUH output unit heater. 5) Grid lines 17-24 16,500 sq. ft. at 8 BTUH per sq, ft. = 132,000 BTUH a) Use 3-40,000 BTUH output unit heaters. s � r RECEIVED JUL 0 7 2005 Cgs, BUILDING DEPT ,; I SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1500h : 4T Development (2nd floor office) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 OUTDOOR DB/WB: 85 .0/ 68 .0 F INDOOR DB: 74 .0 F RH: 54 $ Zone Loads & System Information Summary pg 1 LOAD COMPONENT SENSIBLE (Btu/hr) LATENT(Btu/hr) ------------ - - - -- -- - - -- --- - - - --- - - --- ------ - - - - -- -- - -- - - -- - - SOLAR GAIN 1, 948 0 GLASS TRANSMISSION 290 0 WALL TRANSMISSION 579 0 ROOF TRANSMISSION 1, 745 0 TRANS. LOSS TO UNCOND. SPACE 840 0 LIGHTING ( 3, 375 W TOTAL) 11, 519 0 OTHER ELEC. ( 2, 250 W TOTAL) 7, 679 0 PEOPLE ( 23 PEOPLE TOTAL) 5, 513 4, 613 MISCELLANEOUS LOADS 4, 000 0 COOLING INFILTRATION 2, 721 1, 049 COOLING SAFETY LOAD 3, 683 566 -- - - - - - -- - - - - - - - - - - - - - - --- - - - - -- -- - - - - -- - --- -- - -- - - -- - ------ SUB-TOTALS 40, 518 6, 228 NET VENTILATION LOAD ( 450 Cfm) 5,442 2, 587 SUPPLY FAN LOAD (BHP= 1 . 7) 4, 255 0 ROOF LOAD TO PLENUM 0 0 LIGHTING LOAD TO PLENUM 0 0 ----------------------- ---- - -- -- --- ------------------------- TOTAL COOLING LOADS 50, 215 8, 815 TOTAL COOLING LOAD = 59, 030 Btu/hr or 4 . 92 Ton or 457 .4 sqft/ Ton ZONE TOTAL FLOOR AREA = 2,250.00 sqft ZONE OVERALL U-FACTOR = 0. 054 Btu/hr/sgft/F Transmission and Solar Gain by Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN (sqft) (Btu/hr) (Btu/hr) -- - - --- --- - --- - - ------------- - - ---------------- ------------- GLASS LOADS: NE 0 0 0 E 48 290 1, 948 SE 0 0 0 S 0 0 0 SW 0 0 0 W 0 0 0 NW 0 0 0 N 0 0 0 H 0 0 0 WALL LOADS: NE 0 0 - E 852 579 - SE 0 0 - S 0 0 - SW 0 0 - W 0 0 - NW 0 0 - N 0 0 - 1 1 I I I I SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1500h : 4T Development (2nd floor office) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 OUTDOOR DB/WB: 85 .0/ 68.0 F INDOOR DB: 74 .0 F RH: 54 $ ************************************************************ Coil Selection Parameters pg 2 COIL ENTERING AIR TEMP. (DB/WB) = 78 .5/ 64 .6 deg F COIL LEAVING AIR TEMP. (DB/WB) = 55 .0/ 54.4 deg F COIL SENSIBLE LOAD = 50, 215 Btu/hr COIL TOTAL LOAD = 59, 030 Btu/hr COOLING SUPPLY AIR TEMPERATURE = 55.0 deg F TOTAL COOLING Cfm = 1, 940 Cfm COOLING Cfm/sqft = 0 . 86 Cfm/sqft RESULTING ROOM REL. HUMIDITY = 53 $ COIL BYPASS FACTOR = 0 .050 ************************************************************ .. I I I HEATING LOAD CALCULATION OUTPUT 4T Development (2nd floor office) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 WINTER DESIGN DRY BULB: 22 .0 F INDOOR DB: 70.0 F HEATING LOAD SUMMARY Note: Heating load is computed at winter design condition. LOAD COMPONENT LOAD (Btu/hr) - - - -- - - - ------ - - - --- - --- ---- -- - —--- - - - - -- - --- - - ---- -- -- - -- - - WALL TRANSMISSION 3, 272 ROOF TRANSMISSION 3, 564 GLASS TRANSMISSION 1, 267 TRANSMISSION LOSS TO UNCOND. SPACES 2, 880 INFILTRATION LOSS 11, 874 SLAB FLOOR 0 HEATING SAFETY Btu/hr 11,428 -- -- - - --------------------- -- - - -- - - --- -- - - -- - - - - -- - -- --- ---- SUB-TOTAL 34, 285 NET VENTILATION LOSS 23, 748 -- ------ -- --- - -- ----- - - - - - -- -- - - ---- -- - -- - ----------- - - ----- TOTAL HEATING LOAD 58, 033 HEATING SUPPLY Cfm 779 Cfm HEATING SUPPLY AIR TEMPERATURE 110 .0 deg F HEATING VENTILATION AIR Cfm 450 Cfm HEATING SEASON ROOM DRY BULB TEMP. 70 .0 deg F ************************************************************ MAX. LOADS : 4T Development (2nd floor office) Zone Sensible Zone Total Supply Air No. Month Hour (Tons) (Tons) (Cfm) - --- - - - - - - - - - -- -- - - - ---- - - - ---------- ---------- 1 Jul 1500 4 .18 4 .92 1, 940 2 Jul 1700 4 .06 4 .91 1, 919 3 Jun 1700 3 .98 4 .88 1, 897 4 Aug 1700 4.04 4 .88 1, 905 5 Sep 1500 3 .96 4 .62 1, 866 6 Jun 1200 3 .71 4.54 1, 822 7 Jun 900 3 .32 4 .26 1, 760 8 Sep 1000 3 .33 4 .05 1, 749 9 Oct 1300 3 .37 4 .04 1, 699 10 Jun 800 2 .91 3 .72 1, 591 i 1 I cap-4 SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1700h : 4T Development (Training Room) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 OUTDOOR DB/WB: 83 .0/ 68 .0 F INDOOR DB: 74 . 0 F RH: 54 W ************************************************************ Zone Loads & System Information Summary pg 1 LOAD COMPONENT SENSIBLE(Btu/hr) LATENT(Btu/hr) -------------------- -- -- -- ------------------ -- - - - - - - - -- - ---- SOLAR GAIN 0 0 GLASS TRANSMISSION 0 0 WALL TRANSMISSION 0 0 ROOF TRANSMISSION 755 0 TRANS. LOSS TO UNCOND. SPACE 210 0 LIGHTING ( 375 W TOTAL) 1, 280 0 OTHER ELEC. ( 250 W TOTAL) 853 0 PEOPLE ( 25 PEOPLE TOTAL) 6, 125 5, 125 MISCELLANEOUS LOADS 4, 000 0 COOLING INFILTRATION 247 172 COOLING SAFETY LOAD 1, 347 530 - - -- - - -- - - - - - - - - - - - - - - -- - - - -- - - --- -- -- - - - - - - - - - - --- - -- ---- - - - SUB-TOTALS 14, 817 5, 827 NET VENTILATION LOAD ( 500 Cfm) 4, 947 1,490 SUPPLY FAN LOAD (BHP= 0 .6) 1, 556 0 ROOF LOAD TO PLENUM 0 0 LIGHTING LOAD TO PLENUM 0 0 ----- ---------- ----- - -- -- - - --- - - - ------------ -- - - -- --------- TOTAL COOLING LOADS 21,321 7, 317 TOTAL COOLING LOAD = 28, 638 Btu/hr or 2 .39 Ton or 104 .8 sqft/ Ton ZONE TOTAL FLOOR AREA = 250 . 00 sqft ZONE OVERALL U-FACTOR = 0 .033 Btu/hr/sgft/F Transmission and Solar Gain by Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN (sqft) (Btu/hr) (Btu/hr) --- --- --- -- - ------------------------------------ -- - ----- - - -- GLASS LOADS: NE 0 0 0 E 0 0 0 SE 0 0 0 S 0 0 0 SW 0 0 0 W 0 0 0 NW 0 0 0 N 0 0 0 H 0 0 0 WALL LOADS: NE 0 0 - E 0 0 - SE 0 0 - S 0 0 - SW 0 0 - W 0 0 - NW 0 0 - N 0 0 - i �a I SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1700h : 4T Development (Training Room) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 . 1 OUTDOOR DB/WB: 83 .0/ 68 .0 F INDOOR DB: 74 .0 F RH: 54 Coil Selection Parameters pg 2 COIL ENTERING AIR TEMP. (DB/WB) = 82 .3/ 67 .5 deg F COIL LEAVING AIR TEMP. (DB/WB) = 55 .0/ 54.4 deg F COIL SENSIBLE LOAD = 21, 321 Btu/hr COIL TOTAL LOAD = 28, 638 Btu/hr COOLING SUPPLY AIR TEMPERATURE = 55.0 deg F TOTAL COOLING Cfm = 709 Cfm COOLING Cfm/sqft - 2 .84 Cfm/sqft RESULTING ROOM REL. HUMIDITY = 58 COIL BYPASS FACTOR = 0 . 050 I HEATING LOAD CALCULATION OUTPUT 4T Development (Training Room) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 WINTER DESIGN DRY BULB: 22 .0 F INDOOR DB: 70 .0 F HEATING LOAD SUMMARY Note: Heating load is computed at winter design condition. LOAD COMPONENT LOAD (Btu/hr) --------------------------------- -- - -- --- - -- - -- - - ---- --- --- - WALL TRANSMISSION 0 ROOF TRANSMISSION 1, 188 GLASS TRANSMISSION 0 TRANSMISSION LOSS TO UNCOND. SPACES 720 INFILTRATION LOSS 1, 319 SLAB FLOOR 0 HEATING SAFETY Btu/hr 1, 614 - - - ---------------------------- ---------------------- ------- SUB-TOTAL 4, 841 NET VENTILATION LOSS 26, 387 - -- ---------------------------- --- --- ------- - ----------- --- - TOTAL HEATING LOAD 31, 228 HEATING SUPPLY Cfm 110 Cfm HEATING SUPPLY AIR TEMPERATURE 110 .0 deg F HEATING VENTILATION AIR Cfm 500 Cfm HEATING SEASON ROOM DRY BULB TEMP. 70 .0 deg F it i� i MAX. LOADS : 4T Development (Training Room) Zone Sensible Zone Total Supply Air No. Month Hour (Tons) (Tons) (Cfm) --- - - --- - --- ------ ---- - -- - ----- - --- -- - - - - - --- 1 Jul 1700 1.78 2 .39 709 2 Jun 1700 1.73 2 .38 707 3 Aug 1700 1. 77 2 .38 705 4 Jul 1500 1 .86 2 .38 703 5 Sep 1500 1.74 2 .20 692 6 Jun 1200 1.40 1.97 610 7 Oct 1300 1.39 1.84 664 8 Jun 900 1 .18 1.82 651 9 Sep 1000 1.22 1.69 651 10 Jun 800 0 .96 1.49 582 �I I June 22, 2005 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: 4T Development 16910 59"' Drive NE Arlington, WA City Job No. 05-6462 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM REVISIONS We have reviewed the revised plans and specifications for the addition of horizontal dry sidewall automatic sprinklers under the loading dock canopy's. The plan is approved subject to test and field inspection. For inspections and test, contact Jim Tracy at 206-940-9622. City of Arlington Community Development (CO � 238 N. 01\1mpic :\Vrnue • Arlington, NVA 98223 � May 26, 2005 4 T Development 13700 44`" St N E Lake Stevens, WA 98258 Re: Sprinkler Permit Application#05-6462 Dear Ed, The submitted drawings have been reviewed for compliance with the 2003 edition of The International Fire Code and NFPA. The following corrections and/or additional requirements are necessary before the permit can be issued. 1. The canopy areas at the loading docks must be sprinkled. 2. Insure that heat is provided inside the automatic sprinkler valve room. 3. In addition to the outside bell,provide a strobe adjacent to the bell. 4. The automatic sprinkler system shall be monitored by an approved Central Station that has a UUFX listing by UL. An on call runner shall be available within one hour of travel. The drawings should be revised, 4 sets of drawings and calculations are required at the time of re-submitted. If you have any questions please call me. Thank you, Scott Black Plans Examiner/Inspector 360-403-3437 sblackn,ci.adiii ton.wa.us cc: Pete Poffenberger, Patriot Fire Protection, via fax Building DIN-ision 360.403.3431 9 Planning Division '%0.403.3 t34 Natural Resources 3G0.403.3-440 Code Elf i May 19, 2005 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: 4T Development 16910 591h Drive NE Arlington, WA City Job No. 05-64-62 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the plans and calculations submitted by Patriot Fire Protection of Tacoma, WA. The plan is approved subject to field inspection,tests and the following: 1. Insure that heat is provided inside the automatic sprinkler valve room. 2. 2. In addition to the outside bell,provide a strobe light adjacent to the bell. 3. 3. The automatic sprinkler system shall be monitored by an approved Central Station that has a UUFX listing by UL. An on call runner shall be available within one hour of travel. For all inspections and tests, contact Jim Tracy at 206-940-9622. GAS Y IN G To: Building Department From: Tom Cooper Date: May 23, 2005 Ref: 05-6462 1. Location shown on this plan for FDC is the acceptable location and no other. 2. Per review and inspection of Jim Tracy. r r 1 � 17 _ 'A •fir , I r'� r � _ �� �v _. ter. n-rl ■��' - r r - � I �� I 1 I I s City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: �6L-L •-�--��u-1� BP #: 05- LALqc� DATE: S 17 RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS: 0— TOM C., FIRE ❑ KAREN L., UTILITIES ❑ DERYL T., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the "No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS REVIEWED BY DATE • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: ak J V15LAIC� &\ BP #: 05- DATE: s 1 RETURN THIS FORM BY: U PROJECT SUMMARY: ��Ir 1 V1 kI P 12 RESPONDING DEPARTMENTS: ❑ TOM C., FIRE -- KAREN L., UTILITIES Q DERYL T., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO L❑"' NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE October 3, 2005 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant / Tracy III Enterprizes �5 Woodinville, WA RE: 4T Development (� 16910 591h Drive NE Arlington, WA City Job No. 05-6462 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM TI REVISIONS We have reviewed the plan submitted by Patriot Fire Protection of Tacoma, WA. The plan is approved subject to field inspection. For inspection contact Jim Tracy at 206-940-9622. hi � � � I 1 '( I I I I October 3, 2005 Page 1 of 1 Linda Friddle From: Jim Tracy[tracyiii@verizon.net] Sent: Monday, October 03, 2005 9:54 AM To: Dave Anderson Cc: Linda Friddle; Scott Black; Tom Cooper Subject: 4T Development pr as rev. 2005.doc October 3, 2005 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: 4T Development 16910 59th Drive NE Arlington, WA City Job No. 05-6462 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM TI REVISIONS We have reviewed the plan submitted by Patriot Fire Protection of Tacoma, WA. The plan is approved subject to field inspection. For inspection contact Jim Tracy at 206-940-9622. 10/3/2005 FILE N0. S 27, T 31 R 05 ► PROJECT GR I TER I A _ JURISVIGTION CITY OF ARLINGTON PROJECT APORE55 5gTH DRIVE NE ~ ARLIN6TON, WASHINGTON V ZN TAX ACCOUNT NO. 31052"100200100 BUILDING CRITERIA "CODE: 2003 I BG o GPA SEE GR4TlCAL ZONING: LI (LI6HT INDUSTRIAL) > w w AREA STUDY.FOR CONSTRUCTION TYPE: 115(SPRINKLERED AND MONITERED) N WORK IN'THIS AREA77 ' OCCUPANCY: 5-I,B(MIXED OCCUPANCY) NON-5EPARATED USE 502.3.1 g g g g t iY AJ.LOWABLE AREA CALCULATION (WAREHOUSE &O-z ? a will, t Iv=100(1360/1560-.25)(29.166/90)=T2.9166 a i r m g 2 �' f� ALLOWABLE AREA (TABLE 505 5-1 OCC.) = 11,500 Aa=1"I,5004 IT,500x'12,q 166/100)+(I'l,500x3OO/100) y N Aa=1-1,500+12,-160+52,500=b2,160 N I� a MAXIMUM ALLOWABLE AREA = 62,960 5F y�r H 1� PROPOSED BUILDING AREA = 60,660 SF E L PARKING CALCULATION5 Q 3 LL ! PROVIDE NGPA ' REQUIRED PARKING: SIGNA6E PER A1L ` 12 DWG. 5P3 T WAREHOUSE - 4.120 ` 50'-0' POEC��� T I STALL PER EMPLOYEE ❑ ENTIRE TOTAL RWUII;EP (4.120): 60 STAL-5 C Tii OF NGPA PROVIDED PARKING O 2 1 I WAREHOUSE - 4.120, 66 STALLS N PARKING --- _� _- > -LEGAL DESGR I PT I ON a N �- l) 014 i u: SEC 2T TWP 31 R&E 05 - TH PTN NEI/4 NWI/4 DAF - GAAP ON V N .t_ 5 LN 5D SUB 604.6FT E OF SW COR THOF TH N PLW W LN 5D w 6 GiL ZONE `.NUB 645FT TO TPB TH 5 PLW W LN SD SUB 645FT TO 5 LN 5D 0 N a 3 N -- SUB TH E AL6 SD 5 LN 530FT M/L TO E LN NE NWI/4 5D 5EC TH N AL6 5D E LN TO 5 R/W M6N OF 1-72NO NE AS CONVYD \ 0'-0 -O' TO 5N0 CA MAY 15, 1914 PER AF NO 234019T TH W AL6 5D 5 R/W M6N 259FT M/L TAP 53OFT E OF E LN OF W 545FT OF 5D / I SUB TH 5 PLW W LN 59 SUB 666FT M/L TAP E OF TPB TH W TO cy TPB AKA LOT 2 OF REV SP 62(T4) REG AF NO 6304280231 !� 0 4 + T y SITE PLAN NOTES I1 +{{ if) cc li 1. CROSS HATCHING DENOTES EXTENT OF ASPHALT PAVING. SEE "ho v 1 l -_ DETAIL I DW6. SP3 AND CIVIL DRAWIN65. 2. CONCRETE CURB PER DETAIL 2 DW6. 5P3. B. HANDICAP PARKING STALL WITH SIGN. SEE DETAIL 3 DW6. rn` 5P3. < b. HANDICAP A $ 84 PAINTED HANDICAP PARKIN&5TRIPIN&. 1'-0' WIDE BARS DTH yy \ \ WI AS INDICATED ON PLAN. COLOR: TRAFFIC WHITE. C N \ , w CONCRETE SIDEWALK. SEE DETAIL 4 DW6. SP5 AND SECTION N NOTES. CURB CUT. SEE DETAIL 5 DW6. 5,13 CENTER RAMP (D ON STRIPIN6. TYP. E 1. HANDICAP RAMP. SEE DETAIL 6 DW6. SP3. N -- - b. CONCRETE APRON. SEE DETAIL"1 D1046. 5013 q- PAINTED PARKIN&STRIPIN6. 4" 141DE LINES, LEN6TH A5 0 B INDICATED ON PLAN. COLOR: TRAFFIC WHITE. V N 2q-_2 I 10. COMPACTOR. VERIFY SIZE, LOCATION, POWER AND DRAINAGE C REQUIREMENTS WITH OWNERS REPRESENATIVE. 0 BlD6 II. DUMF5TER ENCLOSURE. BEE PET. b DW6. 5P3. `z :_ 1 12. LI6HT POLE AND BASE. SEE PET. q DW6. 5P3. 0 0 3 QQ 15 b' HI6H CHAIN LINK FENCE. SEE PET. 10 DW6. BF3. w P-4 H 14. 6' HI6H WOOD FENCE-SEE DET. II DW6. 5P3. 0 0 0 P' 1 15 DECORATIVE FENCE. VERIFY CONSTRUCTION WITH OWNERB .I ! REPRESENATIVE. F�7 0 � 7 C) LL ' � z o A Al FLOOR PLAN 51 57RUCT- NOTE5 AND DETAILS C - LOT 2 A2 FLOOR PLAN, ROOF PLAN 52 FOUNDATION PLAN T2nd St. NE m A3 ENLARGED PLANS 53 FOUNDATION AND MEZZ. FRMG. PLAN 0 A4 EXTERIOR ELEVATIONS 54 FOUNDATION PLAN A5 WALL SECTIONS 55 ROOF FRAMING PLAN SIT Ab WALL SECTIONS 56 ROOF FRAMIN6 PLAN A-1 WALL SECTIONS 51 ROOF FRAMIN6 PLAN S ),T: (D liN AD STAIR SECTIONS 55 PANEL ELEVATION5 fS. A9 DOOR AND FINISH SCHEDULES Sq PANEL ELEVATIONS m F A10 TOILET ROOM EVATION5 510 PANEL REINF. AND TYP. DETAILS V I G I N I TY MAP ® SP 1 511 CANOPY AND FRAMIN6 DETAILS 0 512 FRAMING DETAILS 515 TRASH ENCLOSURE AND RETAINING WALL5 NORTH 1-03c-2282 N .2 2 L a PATRIOT FIRE PROTECT"N, INC. ��44L J� Op 4G3LaC�]v���44Q� 2707 70th Ave. Eas: ' TACOMA, WA 98424 DATE O JOB NO. (253) 926-2290 pp�� 1 ee FAX (253) 9221-6150 ATTENTION TO tQ �c�o�l RE: O KL 0 t:(M I C �t U5 WE ARE SENDING YOU Attached ❑ Under separate cover via C��ttie following items: Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION FIVE o5 D av L I c. c �Cc) r ,0 e i I flS� Aj?-t-It4L►" -svll T a Ll CA 1 iotl THESE ARE TRANSMITTED as checked below: KFor approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS . 5c- CALL. i- Li-( , R-:S i i o S A1. o Aye, 5RE/W t> PtP-M 1 1 FtE ( FLA�_l COPY TO SIGNED: �C I E PO avd� !f enclosures are not as noted,kindly notify us at once. w Gortlfic,tto 4� Lovol °� PATRIOT 2707 70TH AVENUE EAST ro Peter ffe he ger a A IL39� 13 .� � � TACOMA,WA 98424 FIRE PROTECTION TEL(253)926.2290 FAX(253)922.6150 10 SprinMtOy 'hrD°gh Decem�e DESIGN INFORMATION SHEET NAME 4-r Pe%&Lo -_ DATE LOCATION BUILDING ��.000 fTz y PSS t SYSTEM NO. CONTRACTOR _PA T K IDT IzF_ flz C.TIDtA . 144 .. CONTRACT NO. 3 CALCULATED BY E OF 5eVJ E DRAWING NO. - Z Z CONSTRUCTION: ElCO BUSTIBLE XNON-COk4BUSTIBLE CEILING HEIGHT VA IFS Fr, OCCUPANCY I:xr-_0 0GGc� C v 4L1. 6U" '�. �o�Nt>Z. — —• 13 17 SD LID " trr3• NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ EX. HAZ. ❑ NFPA 231 ❑ NFPA 231C: FIGURE CURVE 6 ❑ OTHER (Specify) -- - w El SPECIFIC RULING -_ _ -__ MADE BY DATE AREA OF SPRINKLER OPERATION Z000 w SYSTEM TYPE w } DENSITY D. 1S G FI ET ❑ DRY ❑ DELUGE ❑ PRE-ACTION N y AREA PER SPRINKLER °Ib Fi SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE - 100 MAKE MODEL VXL0 HOSE ALLOWANCE GPM: OUTSIDE 410 SIZE •b K-FACTOR �L-Z RACK SPRINKLER ALLOWANCE TEMPERATURE RATING Z&�o� CALCULATION GPM REQUIRED l 1�413�6 - PSI REQUIRED "T� •.) PS 1 AT BASE OF RISER SUMMARY '•C" FACTOR USED: OVERHEAD Izo UNDERGROUND ' WATER FLOW TEST PUMP DATA TAN_ K OR RESE IR J DATE &TIME RATED CAPACITY - CAPACITY a STATIC PSI F-b1 AT PSI ELEVATION RESIDUAL PSI 10— 1 ELEVATION cc GPM FLOWING WOO bPM / WELL aELEVATION AT _�1 1 / PROOF FLOW GPM 3 LOCATION Ar 4, M A 1,-A e-Ai ( PG p ACT 'tj SOURCE OF INFORMATION LhJ G A E COMMODITY S L•A CLASS LOCATION w STORAGE HEIGH AREA _ AISLE WIDTH STORAGE METHOD:SOLID PILED .% PALLETIZED % RACK N ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED H ❑ DOUBLE ROW ❑ SLAVE PALLET Cl SOLID SHELVING ❑ NON- ❑ MULTIPLE ROW ❑ OPEN ENCAPSULATED 0 Y -- 2 ¢ FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING( °C 0 LONGITUDINAL TRANSVERSE FT U HORIZONTAL BARRIERS PROVIDED �~- JUN 0 7 200 SPOKANE,WA OFFICE COq BUILDING ( ) G DEPT TE V�'9 0 _ TEL 509 926-3426 FAX(509)926.3708 PATRIFP099CF F 9 8 �: I I • � 1� _ i i i i i �i�� �� ., ISM SI<« �•� t ; a N W m _ 0 g Z s^ c a d Ca'9 � V E - L) cc Y► E_ Nv (5'0 a 00 mu) C L N EEe O (A CL 6- 4 (L CL 000 • 000 - - a� oo a :3 CO) -. � 0 .- N W N UI w +' w (n W 490 T O (D (9 c) cr) vo0v ('700 (') v O 0 v O Lnn LLnn �- (w (M M M - a U) Z • M � 41 ai ri T : v Ln a o to Nm o w W (D 3 c E �' 0 -PC s � c +3 m * aU 0 0 10 O w O - p- -• 0�0 COD ti ti t00 m w CO w 0 N N r O w O COU] Q 2 F^ N N T T O r ! T Ir- T T (ISd)eJnmd 1 '•9 r' I I ,%1301-7 SOLO SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 1 4T DEVELOPMENT South System - .495/2000 density FLOW TEST RESULTS Water Supply STATIC 89 .00 PSI RESIDUAL 70 .00 PSI @ 2000 .00 GPM CITY PRESSURE AVAILABLE AT 1544 .3 GPM 77 .22 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE - - - - --- ---- - -- ----- --- - --- - 101 47 .57 44.55 11.20 18 .04 102 47 .41 44 .55 11.20 17 .92 103 47 .39 44.55 11.20 17 .90 104 47 .41 44 .55 11.20 17 . 92 105 47 .57 44 .55 11.20 18 .04 106 45 .20 44 .55 11.20 16 .29 107 44 . 94 44 .55 11 .20 16 . 10 108 44.87 44.55 11.20 16 .05 109 44.87 44.55 11.20 16 .05 110 44 .94 44 .55 11 .20 16. 10 ill 45 .21 44 .55 11.20 16 .29 112 45 .01 44.55 11.20 16 .15 113 44 .75 44 .55 11 .20 15 . 96 114 44 .67 44.55 11.20 15 .91 115 44 .67 44.55 11.20 15 .91 116 44 .74 44 .55 11 .20 15.96 117 45 .00 44.55 11.20 16. 15 118 44 .89 44 .55 11.20 16 .06 119 44 . 62 44 .55 11 .20 15 . 88 120 44 .55 44.55 11.20 15 .82 121 44 .55 44.55 11.20 15 .82 122 44 .62 44 .55 11.20 15 . 87 123 44 .88 44.55 11.20 16 .06 SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 2 4T DEVELOPMENT South System - .495/2000 density TOTAL WATER REQUIRED FOR SYSTEM 1044 .34 GPM OUTFLOWS AT 9 100.00 GPM OUTFLOWS AT 2 400 .00 GPM TOTAL WATER REQUIREMENT 1544 .34 GPM PRESSURE REQUIRED AT 0 51.46 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 45 TO 46 11.49 FPS �r, I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 3 4T DEVELOPMENT`' South System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 122 121 2 .703 L 9 .00 C=120 PT 15 .82 (121) Q 44 .10 F=0 F 0.00 PE 0 . 00 BL T 9 .00 0 .0056 PF 0 .05 123 122DQ 44 .62 2 .703 L 9 .00 C=120 PT 15 . 87 (122) Q 88 .72 F=0 F 0 .00 PE 0 . 00 BL T 9 .00 0 .0204 PF 0 .18 59 123DQ 44 .88 2 . 703 L 93 .67 C=120 PT 16 .05 (123) Q 133 . 60 F=0/T F 20.00 PE 0 .00 BL T 113 .67 0 .0435 PF 4 .94 49 59 2 .703 L 4.13 C=120 PT 20 .99 ( 59) Q 133 .60 F=T F 20 .00 PE 1.79 RN T 24 .13 0.0435 PF 1.05 48 49 4 .310 L 10 .00 C=120 PT 23 .83 ( 49) Q 133 .60 F=0/0 F 0 .00 PE 0 . 10 CM T 10 .00 0 .0045 PF 0 .04 PT 23 . 97 ( 48) --- -- --- - --- - - - - -- - 120 121 2 .703 L 9 .00 C=120 PT 15 .82 (121) Q 0 .45 F=0 F 0 .00 PE 0 .00 BL T 9 .00 0 .0000 PF 0 .00 119 120nQ 44 .55 2 . 703 L 9 ,00 C=120 PT 15 .82 (120) Q 45 .00 F=0 F 0.00 PE 0 ,00 BL T 9 .00 0 .0058 PF 0 .05 118 119DQ 44.62 2 . 703 L 9.00 C-120 PT 15 .87 (119) Q 89 .63 F=0 F 0 .00 PE 0 . 00 BL T 9 .00 0 .0208 PF 0.19 39 118DQ 44 .89 2 .703 L 161 .33 C=120 PT 16 . 06 (118) Q 134 .51 F=T F 20.00 PE 0 .00 BL T 181.33 0 .0440 PF 7 .98 29 39 2 . 703 L 4 .13 C=120 PT 24 . 04 ( 39) Q 134 .51 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0440 PF 1.06 28 29 6 .357 L 10 .00 C=120 PT 26 . 89 ( 29) Q 134.51 F=0/0 F 0.00 PE 0 .10 CM T 10 .00 0 .0007 PF 0.01 PT 27 . 00 ( 28) - - --- -- - - -- - -- -- - - 116 115 2 . 703 L 9 .00 C=120 PT 15 . 91 (115) Q 44 .46 F=0 F 0 .00 PE 0 .00 BL T 9 .00 0.0057 PF 0 .05 r: .� SUBMITTAL SERIAL NO:3090HX27 05-11-2005 PAGE 4 4T DEVELOPMENT South System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 117 116DQ 44 , 74 2 .703 L 9 . 00 C=120 PT 15 .96 (116) Q 89 .20 F=0 F 0 . 00 PE 0 . 00 BL T 9 . 00 0 .0206 PF 0 .19 58 117DQ 45 .00 2 .703 L 93 . 67 C=120 PT 16 .15 (117) Q 134 .21 F=0/T F 20 . 00 PE 0 .00 BL T 113 . 67 0 .0438 PF 4.98 48 58 2 .703 L 4 . 13 C=120 PT 21.13 ( 58) Q 134 .21 F=T F 20 . 00 PE 1 . 79 RN T 24 .13 0 .0438 PF 1.06 47 48DQ 133 .60 4 .310 L 10 . 00 C=120 PT 23 .98 ( 48) Q 267 .81 F=0/0 F 0 . 00 PE 0.10 CM T 10. 00 0 .0162 PF 0.16 PT 24 .24 ( 47) -- - - - - - - - - - - - --- - - 114 115 2 . 703 L 9 .00 C=120 PT 15 .91 (115) Q 0 .21 F=0 F 0 . 00 PE 0.00 BL T 9 .00 0 ,0000 PF 0 .00 113 114DQ 44 . 67 2 .703 L 9 . 00 C=120 PT 15 .91 (114) Q 44 .89 F=0 F 0 . 00 PE 0 .00 BL T 9 . 00 0 .0058 PF 0 .05 112 113DQ 44 .75 2 .703 L 9 .00 C=120 PT 15. 96 (113) Q 89. 63 F=0 F 0. 00 PE 0 . 00 BL T 9 .00 0 .0208 PF 0.19 38 112DQ 45 .01 2 .703 L 161. 33 C=120 PT 16.15 (112) Q 134.64 F=T F 20 . 00 PE 0 .00 BL T 181.33 0 .0441 PF 8 .00 28 38 2 .703 L 4 .13 C=120 PT 24 .15 ( 38) Q 134 .64 F=T F 20 . 00 PE 1. 79 RN T 24 . 13 0 .0441 PF 1.06 27 28DQ 134 .51 6 .357 L 10 . 00 C=120 PT 27 .00 ( 28) Q 269 .15 F=0/0 F 0 . 00 PE 0 . 10 CM T 10 . 00 0 .0025 PF 0 .02 PT 27 . 12 ( 27) --- - - ---- ----- - --- 109 108 2 .703 L 9 .00 C=120 PT 16.05 (108) Q 0 .52 F=0 F 0 . 00 PE 0.00 BL T 9 .00 0 .0000 PF 0 .00 -_ i SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 5 4T DEVELOPMENT South System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 110 109DQ 44 .87 2 .703 L 9 .00 C=120 PT 16 .05 (109) Q 45 .39 F=0 F 0 .00 PE 0 .00 BL T 9 .00 0 .0059 PF 0 .05 111 110DQ 44 .94 2 .703 L 9 .00 C=120 PT 16 .10 (110) Q 90 .33 F=0 F 0 . 00 PE 0 .00 BL T 9 .00 0 .0211 PF 0 .19 57 111DQ 45 .21 2 .703 L 93 . 67 C=120 PT 16 .29 (111) Q 135 .54 F=0/T F 20 .00 PE 0 .00 BL T 113 .67 0 .0447 PF 5 .08 47 57 2 .703 L 4.13 C=120 PT 21 .37 ( 57) Q 135.54 FAT F 20 . 00 PE 1 .79 RN T 24 .13 0 .0447 PF 1 .08 46 47DQ 267.81 4 .310 L 10 . 00 C=120 PT 24 .24 ( 47) Q 403 .34 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0346 PF 0 .35 PT 24 .69 ( 46) -- -- --- - - - - - - - - ---- 107 108 2 .703 L 9 .00 C=120 PT 16 .05 (108) Q 44.35 F=0 F 0 .00 PE 0 .00 BL T 9 .00 0 .0057 PF 0 .05 106 107DQ 44 .94 2 .703 L 9 . 00 C=120 PT 16 .10 (107) Q 89.29 F=0 F 0 .00 PE 0 . 00 BL T 9.00 0 .0206 PF 0 .19 37 106DQ 45 .20 2 .703 L 161 .33 C=120 PT 16 .29 (106) Q 134 .49 F=T F 20 .00 PE 0 .00 BL T 181.33 0.0440 PF 7 .98 27 37 2 .703 L 4.13 C=120 PT 24 .27 ( 37) Q 134 .49 F=T F 20 .00 PE 1 . 79 RN T 24.13 0 .0440 PF 1.06 26 27DQ 269 .15 6 .357 L 10 .00 C=120 PT 27 .12 ( 27) Q 403 .64 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 .0052 PF 0 .05 PT 27 .27 ( 26) - - -- --- - - - - --- - -- - 104 103 2 .703 L 9 .00 C=120 PT 17 .90 (103) Q 24 .12 F=0 F 0 .00 PE 0 .00 BL T 9 .00 0 .0018 PF 0 .02 i�: I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 6 4T DEVELOPMENT South System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 105 104DQ 47 .41 2 .703 L 9.00 C=120 PT 17 .92 (104) Q 71.53 F=0 F 0 .00 PE 0 . 00 BL T 9 .00 0 .0137 PF 0.12 56 105DQ 47 .57 2 .703 L 93 .67 C=120 PT 18 . 04 (105) Q 119 .10 F=0/T F 20.00 PE 0.00 BL T 113 .67 0 .0352 PF 4 .00 46 56 2 .703 L 4 .13 C=120 PT 22 .04 ( 56) Q 119 .10 F=T F 20 .00 PE 1.79 RN T 24 .13 0 .0352 PF 0 . 85 45 46DQ 403 .34 4 .310 L 10.00 C=120 PT 24 .68 ( 46) Q 522 .45 F=0/0 F 0 .00 PE 0.10 CM T 10.00 0.0559 PF 0 .56 PT 25 .34 ( 45) - - -- - - - - -- - - - - -- - - - 102 103 2 .703 L 9 .00 C=120 PT 17 .90 (103) Q 23 .27 F=0 F 0.00 PE 0.00 BL T 9 .00 0 .0017 PF 0 .02 101 102DQ 47 .41 2 .703 L 9 .00 C=120 PT 17 .92 (102) Q 70 .68 F=0 F 0 .00 PE 0 .00 BL T 9 .00 0 .0134 PF 0 .12 36 101DQ 47 .57 2 .703 L 170 .33 C=120 PT 18 .04 (101) Q 118 .25 F=T F 20 .00 PE 0.00 BL T 190 .33 0 .0347 PF 6.60 26 36 2 .703 L 4 .13 C=120 PT 24 .64 ( 36) Q 118 .25 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0347 PF 0 .84 25 26DQ 403 .64 6 .357 L 10 .00 C=120 PT 27 .27 ( 26) Q 521.89 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0084 PF 0 .08 PT 27 .45 ( 25) - - - -- - - - - - - - - - - - - - 55 45 2 . 703 L 4 .13 C=120 PT 25 .33 ( 45) Q 43 .49 F=T F 20 .00 PE -1 .79 RN T 24 .13 0 .0055 PF 0 .13 35 55 2 .703 L 300.00 C=120 PT 23 .67 ( 55) Q 43 .49 F=T/T F 40 .00 PE 0 .00 BL T 340 .00 0 .0055 PF 1. 87 �; I y I II 1 SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 7 4T DEVELOPMENT South System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 25 35 2 .703 L 4 . 13 C=120 PT 25 .54 ( 35) Q 43 .49 F=T F 20 . 00 PE 1 .79 RN T 24 .13 0 .0055 PF 0 .13 24 25DQ 521 . 89 6 .357 L 10 . 00 C=120 PT 27 .46 ( 25) Q 565 .38 F=0/0 F 0. 00 PE 0 .10 CM T 10.00 0 .0097 PF 0 .10 PT 27 .66 ( 24) - - - - - - - - - -- -- - - - -- 44 45 4 .310 L 10 .00 C=120 PT 25 .33 ( 45) Q 478 .96 F=0/0 F 0 . 00 PE 0 .10 CM T 10 . 00 0 .0476 PF 0 .48 54 44DQ -439 . 86 2 .703 L 4 .13 C=120 PT 25 .91 ( 44) Q 39 . 10 F=T F 20 .00 PE -1 .79 RN T 24 .13 0 .0045 PF 0 .11 34 54 2 . 703 L 300 . 00 C=120 PT 24 .23 ( 54) Q 39 .10 F=T/T F 40.00 PE 0 . 00 BL T 340 .00 0 .0045 PF 1 .53 24 34 2 . 703 L 4 . 13 C=120 PT 25 .76 ( 34) Q 39 . 10 F=T F 20 .00 PE 1 .79 RN T 24 .13 0 .0045 PF 0 .11 23 24DQ 565 .38 6 .357 L 10 .00 C=120 PT 27 .66 ( 24) Q 604 .48 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 .0110 PF 0 .11 PT 27 .81 ( 23) - - - - - - - - - - - - - - -- - - - 43 44 4 .310 L 10 . 00 C=120 PT 25 .90 ( 44) Q 439 . 86 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0406 PF 0 .41 53 43DQ -404 .52 2 . 703 L 4 .13 C=120 PT 26 .41 ( 43) Q 35 .34 F=T F 20 . 00 PE -1.79 RN T 24 .13 0 . 0037 PF 0 .09 33 53 2 .703 L 300 .00 C=120 PT 24 .71 ( 53) Q 35 .34 F=T/T F 40 . 00 PE 0 .00 BL T 340 . 00 0 .0037 PF 1.26 23 33 2 .703 L 4 .13 C=120 PT 25 .97 ( 33) Q 35 .34 F=T F 20 .0.0 PE 1 .79 RN T 24 .13 0 .0037 PF 0 .09 1 I SUBMITTAL SERIAL N0;3090HY27 05-11-2005 PAGE 8 ) 4T DEVELOPMENT South System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PST/Ft PSI 22 23DQ 604 .48 6 .357 L 10 . 00 C=120 PT 27 . 85 ( 23) Q 639 .82 F=0/0 F 0 . 00 PE 0 . 10 CM T 10 . 00 0 .0122 PF 0 .12 PT 28 .07 ( 22) -- ------ - - - - - - - - - - 42 43 4 .31Q L 10 .00 C=120 PT 26 .41 ( 43) Q 404 ,52 F=0/0 F 0 .00 PE 0 . 10 CM T 10 ,00 0 .0348 PF 0 .35 52 42DQ -372 .28 2 .703 L 4 .13 C=120 PT 26 . 86 ( 42) Q 32 .24 F=T F 20 . 00 PE -1.79 RN T 24.13 0 .0031 PF 0 .07 32 52 2 .703 L 300 . 00 C=120 PT 25 .14 ( 52) Q 32 .24 F=T/T F 40 . 00 PE 0 . 00 BL T 340 .00 0 .0031 PF 1.05 22 32 2 .703 L 4 .13 C=120 PT 26.19 ( 32) Q 32 .24 F=T F 20 . 00 PE 1 .79 RN T 24 .13 0 .0031 PF 0 .01 21 22DQ 639 .82 6 .357 L 10 . 00 C=120 PT 28 .05 ( 22) Q 672 . 06 F=0/0 F 0 . 00 PE 0 . 10 CM T 10 . 00 0 .0134 PF 0 .13 PT 28 .28 ( 21) ----- --- -- - - - -- -- - 41 42 4 .310 L 10 . 00 C=120 PT 26 .85 ( 42) Q 372 .28 F=0/0 F 0 . 00 PE 0 .10 CM T 10 . 00 0 .0298 PF 0 .30 51 41DQ -342 .47 2 . 703 L 4 .13 C=120 PT 27 ,25 ( 41) Q 29. 82 F=T F 20 . 00 PE -1.79 RN T 24 .13 0 .0027 PF 0 . 07 31 51 2 .703 L 300 . 00 C=120 PT 25 .53 ( 51) Q 29 . 82 F=T/T F 40 .00 PE 0 .00 BL T 340 .00 0 .0027 PF 0 .92 21 31 2 .703 L 4 .13 C=120 PT 26 .45 ( 31) Q 29 .82 F=T F 20 . 00 PE 1.79 RN T 24 .13 0 .0027 PF 0 . 07 20 21DQ 672 .06 6 .357 L 10 , 00 C=120 PT 28 .31 ( 21) Q 701.88 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 .0145 PF 0 .14 PT 28.55 ( 20) r ._ ,. ti� i I SUBMITTAL SERIAL N0:3090HY27 05-11-2005 PAGE 9 4T DEVELOPMENT South System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI -- - - - - - - - - - - - - -- - - - 40 41 4 .310 L 10 .00 C=120 PT 27 .24 ( 41) Q 342 .47 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0256 PF 0 .26 50 40DQ -314 .39 2 .703 L 4 .13 C=120 PT 27 .60 { 40) Q 28 . 08 F=T F 20 .00 PE -1 , 79 RN T 24 .13 0 .0024 PF 0 .06 30 50 2 . 703 L 300 .00 C=120 PT 25 .87 ( 50) Q 28 .08 F=T/T F 40.00 PE 0 .00 BL T 340 .00 0.0024 PF 0 .82 20 30 2 .703 L 4 .13 C=120 PT 26 .69 ( 30) Q 28 . 08 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0024 PF 0 .06 14 20DQ 701 .87 6 .357 L 3 .00 C=120 PT 28 .54 ( 20) Q 729.95 F=T F 25 .00 PE 0 . 00 CM T 28 .00 0 .0156 PP 0 .44 PT 28 . 98 ( 14) - - ----- - - - - - -- -- - -- 16 40 4 .310 L 3 .00 C=120 PT 27 .59 ( 40) Q 314 .39 F=E F 15 .00 PE 0 . 00 CM T 18.00 0 .0218 PF 0.39 14 16 6 .357 L 300 .00 C=120 PT 27 .98 ( 16) Q 314 .39 F=0/0 F 0 .00 PE 0 . 00 CM T 300 .00 0 .0033 PF 0 .99 PT 28 .97 ( 14) ----- -- - - - - -- -- - - - 3 2 8 .270 L 790 .00 C=140 PT 47 .64 ( 2) Q 600 . 79 F=2GV, 2T F 106 . 00 PE 0 . 00 LU T 896 .00 0 .0023 PF 2 .06 1 3 8 .270 L 727 . 00 C=140 PT 49 .70 ( 3) Q 600 . 79 F=T,GV F 53 .00 PE 0 .00 LU T 780 .00 0 .0023 PF 1.79 PT 51 .49 ( 1) - - - --- - - - -- - -- - - - - 1 2 8 .270 L 597 .00 C=140 PT 47 .64 ( 2) Q 943 .55 F=2T, 3GV, E F 130 .00 PE 0 . 00 LU T 727.00 0 .0052 PF 3 . 78 PT 51 .42 ( 1) - --- - -- - - -- - -- - - - - 13 14 6 .357 L 40 . 67 C=120 PT 28 .97 ( 14) Q 1044 .34 F=0/0 F 0 .00 PE 0 .00 FM T 40 .67 0 .0303 PF 1 .23 I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 10 4T DEVELOPMENT South System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 12 13 8 .249 L 227 .33 C=120 PT 30 .20 ( 13) Q 1044 .34 F=2E F 26 . 00 PE 0 . 00 FM T 253 .33 0 .0085 PF 2 .15 9 12 8 .249 L 20 .00 C=120 PT 32 .35 ( 12) Q 1044.34 F=T F 33 .00 PE 8 . 67 FR T 53 .00 0 .0085 PF 0 .45 8 9DQ 100 . 00 8 .249 L 2 .17 C=120 PT 41.47 ( 9) Q 1144 .34 F=E F 13 . 00 PE -0 .29 FR T 15 .17 0 .0101 PF 0 .15 7 8 8 ,249 L 11.55 C=120 PT 41 .33 ( 8) Q 1144 .34 F=0/0 F 0 . 00 PE 5 .00 FR T 11.55 0 .0101 PF 0 . 12 COMMENT: Elevation is for loss thru backflow device 6 7 8 .249 L 0 .50 C=150 PT 46 .45 ( 7) Q 1144 .34 F=0/0 F 0 . 00 PE 0 .22 FR T 0 .50 0 .0067 PF 0 .00 5 6 10 .370 L 0 . 50 C=150 PT 46 . 67 ( 6) Q 1144 .34 F=0/0 F 0 . 00 PE 0 .22 FR T 0 .50 0 .0022 PF 0 .00 4 5 10 .280 L 37 . 00 C=140 PT 46 .89 ( 5) Q 1144.34 F=T,E F 94 . 00 PE 0.00 UN T 131. 00 0 .0026 PF 0 .34 2 4 10 .280 L 145 . 00 C=140 PT 47 .23 { 4) Q 1144 .34 F=GV F 7 . 00 PE 0 . 00 UN T 152 . 00 0 .0026 PF 0 .40 PT 47 .63 ( 2) - - - -- - --- --------- 0 1 12 .340 L 1.00 C=140 PT 51 .46 ( 1) Q 1544 .34 F=0/0 F 0 , 00 PE 0 .00 UN T 1 . 00 0 .0019 PF 0 .00 PT 51.46 ( 0) Q ea`e pertHlc,lro q� 10 c q M r� �Q% 2707 70TH AVENUE EAST PATRIOT m Peter ffe he ger n TACO MA,WA 98424 FIRE PROTECTION 391 8 3 �1 TEL(253)926.2290 FAX(253)922.8150 n 5 11 v ryoo e ll th�Ou9h Dece�p DESIGN INFORMATION SHEET NAME 4-T e\Je� DATE LOCATION lJ�T- p12 P.C. AGM ( ID •x_ BUILDING01b,DOO (TZ y�(.}�� f�E� Goh15 I�uC j Ib� _ _ SYSTEM NO. CONTRACTOR PAT-IoT f-I Ze PfzOT'C-C.TIDI,l 144 . CONTRACT NO. _L CALCULATED BY MIS OF 5efZbE DRAWING NO. CONSTRUCTION: ❑ COMBUSTIBLE NON-CO BUSTIBLE CEILING HEIGHT IWI FT. OCCUPANCY �L. B ( MI-Xt0 oGGUPAti(L-' 1 ,i NFPA 13: Cl LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ EX. HAZ. ❑ NFPA 231 ❑ NFPA 231C: FIGURE CURVE _ ( ❑ OTHER (Specify) w ❑ SPECIFIC RULING __- MADE BY �_ DATE AREA OF SPRINKLER OPERATION G-0Tle* + 1$ SYSTEM TYPE N DENSITY OriZVPM Z' WET ❑ DRY ❑ DELUGE ❑ PRE-ACTION AREA PER SPRINKLER °1 fT'' SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE 100 MAKEflEAA_— MODELKI-7-131 HOSE ALLOWANCE GPM: OUTSIDE 400 SIZE ' rr K-FACTOR Vc' o RACK SPRINKLER ALLOWANCE - TEMPERATURE RATING CALCULATION GPM REQUIRED _ L1 S . �o PSI REQUIRED 51 P`3_1 _ AT BASE OF RISER SUMMARY "C" FACTOR USED: OVERHEAD 'ZQ UNDERGROUND _ _tO WATER FLOW TEST PUMP DATA TANK OR RESE OIR J DATE &TIME RATED CAPACITY CAPACITY a STATIC PSI 9� Pbft AT PSI ELEVATION CL N RESIDUAL PSI ZD FS1 ELEVATION GPM FLOWING 1.000 afA WELL a ELEVATION 1 'S 11 PROOF FLOW GPM 3 LOCATION 4ATJ MAW E�ASlf 6111pe of MseclE sli� 0 SOURCE OF INFORMATION L( A E COMMODITY S LQ CLASS _ LOCATION w STORAGE HEIGH AREA - AISLE WIDTH a < STORAGE METHOD:SOLID PILED % PALLETIZED_ _ % RACK-. % ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED y ❑ DOUBLE ROW ❑ SLAVE PALLET ❑ SOLID SHELVING ElNON- ~ Y ❑ MULTIPLE ROW ❑ OPEN ENCAPSULATED � O a FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING * °C LONGITUDINAL TRANSVERSE FT IN. O - _ U HORIZONTAL BARRIERS PROVIDED SPOKANE,WA OFFICE VANCOUVER,WA OFFICE TEL(5091926-3428 TEL(3601 G99.4403 FAX(509)926.3708 PATRIFP099CF FAX(360)699-4485 I t. f CL C W O_ COr (- V E Ch r in a O O C L N E o 7 -� ao O - Ul b N� L UI 3 L�O N Cn (f) U) O_L� CL (L IL 00 Q O O O co oo a (n o O y+ N • N � i� ,01 � 5 (!) 12w • a 0 a � C9 • W 3 0 o a_ d d d (D000 0000 .--I O O c-I Ln 0 (D Ln c�-I .--I N ml Vl v a 0- 0 Ln Z c� n co W C5 cri ai Ln Ln d _0In O 0 m o w — U W N o 7 C W - L N O E 0 E r+ 0 -P 0 O c +3 fp b +r fu N ..a ... Ol N 0 A L '0 UI -P O.U O 0 IA O 1A O 1D O IA � IA O IO O 1D Q IA O � O IC1 O IA 4 �A O �D O � � � 2 ~ (ISd)Wnsmd SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 1 4T DEVELOPMENT South System Rigid Board Area - .72/Entire Area FLOW TEST RESULTS Water Supply STATIC 89 . 00 PSI RESIDUAL 70 .00 PSI @ 2000 .00 GPM CITY PRESSURE AVAILABLE AT 2151. 6 GPM 67 .25 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 101 66.73 64 .80 16 .80 15 .78 102 66 .64 64 .80 16.80 15 .73 103 66 .68 64 .80 16.80 15.75 104 67 .09 64 .80 16.80 15 .95 105 65 .77 64 .80 16 .80 15 .32 106 65 .66 64 .80 16 .80 15 .28 107 65 .69 64 .80 16 .80 15 .29 108 66 .08 64 .80 16 .80 15 .47 109 65.27 64 .80 16 .80 15 .09 110 65 .16 64 .80 16 .80 15 .04 ill 65 .19 64 . 80 16 .80 15 .06 112 65 .57 64 .80 16 .80 15.23 113 65.04 64 . 80 16 .80 14 .99 114 64 .94 64 .80 16 .80 14 . 94 115 64 .97 64.80 16 .80 14 .95 116 65 .34 64 .80 16 .80 15 .13 117 64 .91 64 .80 16 .80 14 .93 118 64 .80 64 .80 16 .80 14 .88 119 64 . 83 64 .80 16 .80 14 . 89 120 65 .21 64 .80 16 .80 15 .07 121 69 .36 64 .80 16 .80 17 .04 122 68 .22 64 .80 16 .80 16 .49 123 67 .67 64 .80 16 .80 16 .23 124 67 .45 64 .80 16 .80 16 .12 125 67 .32 64 .80 16 . 80 16.06 SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 2 4T DEVELOPMENT South System Rigid Board Area - .72/Entire Area TOTAL WATER REQUIRED FOR SYSTEM 1651.60 GPM OUTFLOWS AT 9 100 .00 GPM OUTFLOWS AT 2 400 .00 GPM TOTAL WATER REQUIREMENT 2151,60 GPM PRESSURE REQUIRED AT 0 59 .65 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 16 TO 40 17 .07 FPS r I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 3 4T DEVELOPMENT South System Rigid Board Area - .72/Entire Area Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 54 125 2 . 703 L 5 .33 C=120 PT 16 .06 (125) Q 67 .32 F=T F 20 .00 PE 0 .00 BN T 25 .33 0 . 0122 PF 0 .31 PT 16 .37 ( 54) - - - --- -- - -- --- -- - - -- 53 124 2 . 703 L 5 .33 C=120 PT 16 .12 (124) Q 67 .45 F=T F 20 .00 PE 0 . 00 BN T 25 .33 0 .0123 PF 0 .31 PT 16 .43 ( 53) -------- ------ - - - -- 52 123 2 . 703 L 5 .33 C=120 PT 16 .23 (123) Q 67 . 67 F=T F 20 .00 PE 0 .00 BN T 25 .33 0 . 0124 PF 0 .31 PT 16 .54 ( 52) ------------ - - - - - -- 51 122 2 . 703 L 5 .33 C=120 PT 16 .49 (122) Q 68 .22 FAT F 20 . 00 PE 0 . 00 BN T 25 .33 0 .0125 PF 0 .32 PT 16 . 81 ( 51) -------- - - - -- -- - -- 50 121 2 . 703 L 5 .33 C=120 PT 17 .04 (121) Q 69 . 36 F=T F 20 .00 PE 0 .00 BN T 25 .33 0 .0129 PF 0 .33 PT 17 .37 ( 50) 119 118 2 . 703 L 9 .00 C=120 PT 14 . 88 (118) Q 21. 61 F=0 F 0 .00 PE 0 .00 BL T 9 .00 0 .0015 PF 0 . 01 120 119DQ 64. 83 2 .703 L 9 .00 C=120 PT 14 . 89 (119) Q 86 .45 F=0 F 0.00 PE 0 .00 BL T 9 .00 0 .0194 PF 0 .17 54 120DQ 65 .21 2 . 703 L 3 .67 C=120 PT 15 .06 (120) Q 151.66 F=0/T F 20.00 PE 0 . 00 BL T 23 .67 0 .0550 PF 1.30 44 54DQ 67 .32 2 . 703 L 4 . 13 C=120 PT 16 .36 ( 54) Q 218 .98 F=T F 20 .00 PE 1. 79 RN T 24 .13 0 .1085 PF 2 .62 PT 20 .77 ( 44) --- ------ - - -- --- - - 117 118 2 .703 L 9 .00 C=120 PT 14 .88 (118) Q 43 .19 F=0 F 0 .00 PE 0 .00 BL T 9 .00 0 .0054 PF 0 .05 SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 4 ) 4T DEVELOPMENT South System Rigid Board Area - . 72/Entire Area Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 34 117DQ 64 .91 2 .703 L 269 .33 C=120 PT 14 .93 (117) Q 108 . 09 F=T F 20 .00 PE 0 .00 BL T 289 .33 0 . 0294 PF 8 .51 24 34 2 . 703 L 4 . 13 C=120 PT 23 .44 ( 34) Q 108 .09 F=T F 20 . 00 PE 1.79 RN T 24 .13 0 .0294 PF 0 .71 PT 25 .94 ( 24) 115 114 2 .703 L 9 . 00 C=120 PT 14 .94 (114) Q 21.30 F=0 F 0. 00 PE 0 .00 BL T 9 .00 0 .0015 PF 0 .01 116 115DQ 64 . 97 2 .703 L 9 . 00 C=120 PT 14 .95 (115) Q 86 .26 F=0 F 0 . 00 PE 0 .00 BL T 9 . 00 0 . 0194 PF 0 .17 53 116DQ 65 .34 2 .703 L 3 . 67 C=120 PT 15 .12 (116) Q 151 .60 F=0/T F 20 .00 PE 0 .00 BL T 23 .67 0 .0549 PF 1.30 43 53DQ 67 .45 2 .703 L 4 .13 C=120 PT 16 .42 ( 53) Q 219 . 05 F=T F 20 . 00 PE 1 .79 RN T 24 . 13 0 .1085 PF 2 .62 PT 20 .83 ( 43) -- ----- - - - - -- - - - -- 113 114 2 .703 L 9 .00 C=120 PT 14 .94 (114) Q 43 . 64 F=0 F 0 . 00 PE 0 .00 BL T 9 .00 0 .0055 PF 0 .05 33 113DQ 65 .05 2 .703 L 269 .33 C=120 PT 14 .99 (113) Q 108 . 69 F=T F 20 .00 PE 0 .00 BL T 289 .33 0 .0297 PF 8 .59 23 33 2 .703 L 4 .13 C=120 PT 23 .58 ( 33) Q 108 . 69 F=T F 20 .-00 PE 1 .79 RN T 24 .13 0 . 0297 PF 0 .72 PT 26 .09 ( 23) -- - --- -- --- - - - - - - - ill 110 2 .703 L 9. 00 C=120 PT 15 .04 (110) Q 21 . 23 F=0 F 0 .00 PE 0 . 00 BL T 9 . 00 0 .0014 PF 0 .01 112 111DQ 65 .19 2 .703 L 9 .00 C=120 PT 15 . 05 (111) Q 86 .42 F=0 F 0 .00 PE 0 . 00 BL T 9 . 00 0 .0194 PF 0 . 17 r V SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 5 4T DEVELOPMENT South System Rigid Board Area - .72/Entire Area Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 52 112DQ 65 .57 2 .703 L 3 .67 C=120 PT 15 .22 (11'2) Q 151 . 99 F=0/T F 20 . 00 PE 0 . 00 BL T 23 . 67 0 .0552 PF 1 .31 42 52DQ 67 . 67 2 .703 L 4 . 13 C=120 PT 16 .53 ( 52) Q 219 . 66 F=T F 20 . 00 PE 1 .79 RN T 24 . 13 0 .1091 PF 2 .63 PT 20 . 95 ( 42) -- -- - --- - - - - - - - -- - 109 110 2 .703 L 9 .00 C=120 PT 15 . 04 (110) Q 43 .93 F=0 F 0 . 00 PE 0 . 00 BL T 9 .00 0 .0056 PF 0 . 05 32 109DQ 65 .27 2 .703 L 269.33 C=120 PT 15 . 09 (109) Q 109 .20 F=T F 20 . 00 PE 0 .00 BL T 289 .33 0 .0299 PF 8 .65 22 32 2 .703 L 4 . 13 C=120 PT 23 . 74 ( 32) Q 109 .20 F=T F 20 . 00 PE 1 .79 RN T 24 .13 0 .0299 PF 0 .72 PT 26 .25 ( 22) - - - - -- - - - -- - - - - -- - 107 106 2 .703 L 9 .00 C=120 PT 15 .28 (106) Q 22 .25 F=0 F 0 . 00 PE 0 .00 BL T 9 .00 0 .0016 PF 0 .01 108 107DQ 65 . 69 2 .703 L 9 . 00 C=120 PT 15 .29 (107) Q 87 .95 F=0 F 0 . 00 PE 0 . 00 BL T 9 . 00 0 .0201 PF 0 .18 51 108DQ 66 . 08 2 .703 L 3 . 67 C=120 PT 15 .47 (108) Q 154 .02 F=0/T F 20, 00 PE 0 . 00 BL T 23 . 67 0 .0566 PF 1 .34 41 51DQ 68 .22 2 .703 L 4 . 13 C=120 PT 16 . 81 ( 51) Q 222 .25 P=T F 20 .00 PE 1 . 79 RN T 24 . 13 0 .1115 PF 2 . 69 PT 21 .29 ( 41) - - - - --- - - - - - -- --- - 105 106 2 .703 L 9 . 00 C=120 PT 15 .28 (106) Q 43 .41 F=0 F 0 . 00 PE 0 . 00 BL T 9 .00 0 .0054 PF 0 .05 31 105DQ 65 .77 2 .703 L 269 .33 C=120 PT 15 .33 (105) Q 109 . 17 F=T F 20 . 00 PE 0 .00 BL T 289 .33 0 .0299 PF 8 . 65 1 SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 6 ) 4T DEVELOPMENT South System Rigid Board Area - .72/Entire Area Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 21 31 2 .703 L 4 . 13 C=120 PT 23 . 98 ( 31) Q 109 . 17 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0299 PF 0 . 72 PT 26 .49 ( 21) 103 102 2 . 703 L 9 .00 C=120 PT 15 .73 (102) Q 25 .39 F=0 F 0 .00 PE 0 . 00 BL T 9 .00 0 .0020 PF 0 .02 104 103DQ 66 . 68 2 .703 L 9 . 00 C=120 PT 15 . 75 (103) Q 92 .07 F=0 F 0 .00 PE 0 . 00 BL T 9 .00 0 .0218 PF 0 .20 50 104DQ 67 .09 2 .703 L 3 . 67 C=120 PT 15 .95 (104) Q 159 . 16 F=0/T F 20 . 00 PE 0 . 00 BL T 23 .67 0 .0601 PF 1.42 40 50DQ 69 .36 2 .703 L 4 .13 C=120 PT 17 .37 ( 50) Q 228 .52 F=T F 20 . 00 PE 1 .79 RN T 24 .13 0 .1174 PF 2 .83 PT 21 . 99 ( 40) - - -- - - -- - - - - - - - - - - 101 102 2 .703 L 9 . 00 C=120 PT 15 .73 (102) Q 41.25 F=0 F 0 . 00 PE 0 . 00 BL T 9 .00 0.0049 PF 0 . 04 30 101DQ 66 .73 2 . 703 L 269 .33 C=120 PT 15 .77 (101) Q 107 . 99 F=T F 20 . 00 PE 0 .00 BL T 289 .33 0.0293 PF 8 .48 20 30 2 .703 L 4 . 13 C=120 PT 24 .25 ( 30) Q 107 .99 F=T F 20 .00 PE 1.79 RN T 24 .13 0 .0293 PF 0 .71 PT 26 .75 ( 20) - - - - - -- - - - - - -- - - --- 44 43 4 .310 L 10 . 00 C=120 PT 20 . 84 ( 43) Q 113 .41 F=0/0 F 0 . 00 PE -0 .10 CM T 10 .00 0 .0033 PF 0 .03 45 44DQ 218 .98 4 .310 L 10. 00 C=120 PT 20 . 77 ( 44) Q 332 .38 F=0/0 F 0 . 00 PE -0 .10 CM T 10 .00 0 .0242 PF 0 .24 46 45DQ -68 .26 4 .310 L 10 . 00 C=120 PT 20 .91 ( 45) Q 264 .13 F=0/0 F 0 . 00 PE -0 .10 CM T 10 .00 0 .0158 PF 0 .16 I SUBMITTAL, SERIAL NO:3090HY27 05-11-2005 PAGE 7 4T DEVELOPMENT South System Rigid Board Area - .72/Entire Area Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 47 46DQ -66 .87 4 .310 L 10 .00 C=120 PT 20 . 97 ( 46) Q 197 .25 F=0/0 F 0 . 00 PE -0 .10 CM T 10 .00 0 .0092 PF 0 .09 48 47DQ -66 . 05 4 .310 L 10 .00 C=120 PT 20 . 96 ( 47) Q 131.21 F=0/0 F 0 .00 PE -0 . 10 CM T 10 .00 0 .0043 PF 0 .04 49 48DQ -65 . 66 4 .310 L 10 . 00 C=120 PT 20 .90 ( 48) Q 65 .55 F=0/0 F 0 .00 PE -0 .10 CM T 10 .00 0 . 0012 PF 0 .01 59 49 2 .703 L 4.13 C=120 PT 20 . 81 ( 49) Q 65 .55 F=T F 20.00 PE -1 .79 RN T 24,13 0 . 0116 PF 0 .28 39 59 2 . 703 L 300 .00 C=120 PT 19 .30 ( 59) Q 65 .55 F=T/T F 40.00 PE 0 . 00 BL T 340 .00 0 . 0116 PF 3 .94 29 39 2 .703 L 4 .13 C=120 PT 23 .24 ( 39) Q 65 .55 F=T F 20 .00 PE 1.79 RN T 24.13 0 . 0116 PF 0 .28 28 29 6 .357 L 10 .00 C=120 PT 25 .31 ( 29) Q 65 .55 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 . 0002 PF 0 .00 PT 25 .41 ( 28) --- ----- - --------- 58 48 2 .703 L 4 .13 C=120 PT 20 .93 ( 48) Q 65 . 66 F=T F 20 .00 PE -1 .79 RN T 24 .13 0 . 0117 PF 0 .28 38 58 2 .703 L 300 .00 C=120 PT 19 .42 ( 58) Q 65 . 66 F=T/T F 40 .00 PE 0 . 00 BL T 340 .00 0 .0117 PF 3 .98 28 38 2 .703 L 4 . 13 C=120 PT 23 .40 ( 38) Q 65 . 66 F=T F 20 .00 PE 1 .79 RN T 24 . 13 0 . 0117 PF 0 .28 27 28DQ 65 .55 6 .357 L 10 .00 C=120 PT 25 .47 ( 28) Q 131 .21 F=0/0 F 0 .00 PE 0 . 10 CM T 10 .00 0 .0007 PF 0 .01 PT 25 .58 ( 27) - - - - - - - - - --- - - - -- - 57 47 2 .703 L 4 .13 C=120 PT 20 .98 ( 47) Q 66 .05 F=T F 20 .00 PE -1 . 79 RN T 24 . 13 0 . 0118 PF 0.28 I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 8 4T DEVELOPMENT South System Rigid Board Area - . 72/Entire Area Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 37 57 2 .703 L 300 .00 C=120 PT 19 .47 ( 57) Q 66 . 05 F=T/T F 40 .00 PE 0 .00 BL T 340 .00 0 .0118 PF 4 .01 27 37 2 .703 L 4 .13 C=120 PT 23 .48 ( 37) Q 66 , 05 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0118 PF 0 .28 26 27DQ 131 .21 6 .357 L 10 .00 C=120 PT 25 .55 ( 27) Q 197 .25 F=0/0 F 0 .00 PE 0 ,10 CM T 10 ,00 0 .0014 PF 0 .01 PT 25 .66 ( 26) -- - -- --- ----- --- - - 56 46 2 .703 L 4 .13 C=120 PT 20 .98 ( 46) Q 66 . 87 F=T F 20 .00 PE -1 .79 RN T 24 .13 0 .0121 PF 0 .29 36 56 2 .703 L 300 .00 C=120 PT 19 .48 ( 56) Q 66.87 F=T/T F 40 .00 PE 0 . 00 BL T 340 .Op 0 .0121 PF 4 . 11 26 36 2 .703 L 4 .13 C=120 PT 23 .59 ( 36) Q 66 .87 F=T F 20 .00 PE 1 .79 RN T 24 .13 0 .0121 PF 0 .29 25 26DQ 197 .25 6 .357 L 10 .00 C=120 PT 25 .67 ( 26) Q 264 .13 F=0/0 F 0 .00 PE 0 .10 CM T 10.00 0 .0024 PF 0 .02 PT 25 . 79 ( 25) -- --- --- --- -- - -- -- 55 45 2 .703 L 4 .13 C=120 PT 20 . 92 ( 45) Q 68 .26 F=T F 20 .00 PE -1 .79 RN T 24 .13 0 .0126 PF 0 .30 35 55 2 .703 L 300 .00 C=120 PT 19 .43 ( 55) Q 68 .26 F=T/T F 40 .00 PE 0 .00 BL T 340 .00 0 .0126 PF 4 .28 25 35 2 .703 L 4 .13 C-120 PT 23 .71 { 35) Q 68 .26 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0126 PF 0 .30 24 25DQ 264 .13 6 .357 L 10 .00 C=120 PT 25 .80 ( 25) Q 332 .38 F=0/0 F 0 .00 PE 0 . 10 CM T 10.00 0 .0036 PF 0 . 04 I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 9 4T DEVELOPMENT South System Rigid Board Area . 72/Entire Area Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 23 24DQ 108 .09 6 .357 L 10 .00 C=120 PT 25 .94 ( 24) Q 440 .48 F=0/0 F 0 . 00 PE 0 . 10 CM T 10 .00 0 .0061 PF 0 .06 22 23DQ 108 .68 6 .357 L 10 . 00 C=120 PT 26 . 10 ( 23) Q 549 .16 F=0/0 F 0 . 00 PE 0 . 10 CM T 10 .00 0 .0092 PF 0 .09 21 22DQ 109 .21 6.357 L 10 . 00 C=120 PT 26 .29 ( 22) Q 658 .37 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 .0129 PF 0 .13 20 21DQ 109 .17 6 .357 L 10 .00 C=120 PT 26 .52 ( 21) Q 767 .54 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0171 PF 0 .17 14 20DQ 107 .99 6 .357 L 3 . 00 C=120 PT 26 .79 ( 20) Q 875 .53 F=T/E F 35 .00 PE 0 .00 CM T 38 .00 0 .0219 PF 0 . 83 PT 27 .62 ( 14) -- --- - -- - -- --- --- - 42 43 4.310 L 10 .00 C=120 PT 20 .84 ( 43) Q 105 .64 F=0/0 F 0 .00 PE 0 . 10 CM T 10 .00 0 .0029 PF 0 .03 41 42DQ 219 .66 4.310 L 10 .00 C=120 PT 20. 97 ( 42) Q 325 .31 F=0/0 F 0. 00 PE 0 .10 CM T 10 .00 0 .0233 PF 0.23 40 41DQ 222 .25 4 .310 L 10 .00 C=120 PT 21 .30 ( 41) Q 547.56 F=0/0 F 0 .00 PE 0 . 10 CM T 10 .00 0 .0609 PF 0 .61 16 40DQ 228 .52 4 .310 L 3 .00 C=120 PT 22 . 01 ( 40) Q 776 .07 F=0/0 F 0 . 00 PE 0 .00 CM T 3 .00 0 . 1162 PF 0 .35 14 16 6 .357 L 300 . 00 C=120 PT 22 .36 ( 16) Q 776 .07 F=0/0 F 0 .00 PE 0 . 00 CM T 300 .00 0 .0175 PF 5 .25 PT 27 .61 ( 14) -- - -- --- - - - - -- -- - - 3 2 8 .270 L 790 .00 C=140 PT 52 .60 ( 2) Q 837 .00 F=2GV, 2T F 106 .00 PE 0 . 00 LU T 896 .00 0 .0042 PF 3 .76 f SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 10 4T DEVELOPMENT South System Rigid Board Area - .72/Entire Area Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 1 3 8 .270 L 727.00 C=140 PT 56 .36 ( 3) Q 837 . 00 F=T,GV F 53 .00 PE 0 .00 LU T 780 .00 0 .0042 PF 3 .28 PT 59 . 64 ( 1) -- - - - -- - - - -- --- --- 1 2 8 .270 L 597 .00 C=140 PT 52 .60 { 2) Q 1314.60 F=2T, 3GV,E F 130 . 00 PE 0 .00 LU T 727 .00 0 .0097 PF 7 .05 PT 59 .65 ( 1) --- - - - -- - - -- - - - - -- 13 14 6 .357 L 40 .67 C=120 PT 27 .59 ( 14) Q 1651.60 F=0/0 F 0.00 PE 0 .00 FM T 40 .67 0 .0708 PF 2 .88 12 13 8 .249 L 227 .33 C=120 PT 30 .41 ( 13) Q 1651.60 F=2E F 26 .00 PE 0 .00 FM T 253 .33 0 .0199 PF 5 .04 9 12 8 .249 L 20 .00 C=120 PT 35 .51 ( 12) Q 1651.60 F=T F 33 .00 PE 8 . 67 FR T 53 .00 0 .0199 PF 1.05 8 9DQ 100 . 00 8 .249 L 2 .17 C=120 PT 45 .23 ( 9) Q 1751. 60 F=E F 13 .00 PE -0 .29 FR T 15 .17 0 .0222 PF 0 .34 7 8 8 .249 L 11.55 C=120 PT 45 .28 ( 8) Q 1751. 60 F=0/0 F 0 .00 PE 5 .00 FR T 11.55 0 .0222 PF 0 .26 COMMENT: Elevation is for loss thru backflow device 6 7 8.249 L 0 .50 C=150 PT 50 .54 ( 7) Q 1751 . 60 F=0/0 F 0 .00 PE 0 .22 FR T 0 .50 0 .0147 PF 0 .01 5 6 10 .370 L 0 .50 C=150 PT 50 .77 ( 6) Q 1751.60 F=0/0 F 0 .00 PE 0.22 FR T 0 .50 0 .0048 PF 0 .00 4 5 10 .280 L 37 .00 C=140 PT 50 .99 ( 5) Q 1751 . 60 F=T, E F 94 .00 PE 0 .00 UN T 131 .00 0 .0057 PF 0 .75 2 4 10 .280 L 145 .00 C=140 PT 51.74 ( 4) Q 1751.60 F=GV F 7.00 PE 0 .00 UN T 152 .00 0 .0057 PF 0.87 PT 52 . 61 ( 2) t I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 11 4T DEVELOPMENT South System Rigid Board Area - .72/Entire Area Location Flow Pipe Fittings- Fquiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI -- - -- - - - - -- -- - - - - - 0 1 12 .340 L 1. 00 C=140 PT 59 .65 ( 1) Q 2151 .60 F=0/0 F 0 .00 PE 0 .00 UN T 1. 00 0 .0034 PF 0 .00 PT 59 ,65 ( 0) �Q ate Gortilienro 4A Lovel °r GAac 111 Oo 4 2707 70TH AVENUE EAST ro r Peter ffe be er oPATRIOT RE PROTECTION d 391 13 93 n TACOMA,WA 96424 TEL(253)926-2290 FAX(253)922.6150 e v� 5 I` �. ryoo erion Sprinktor h'0U9h DeGO DESIGN INFORMATION SHEET NAME 4T z:\/av DATE 5 11, D� LOCATION 'i°1-'= D(Z 0-E. AgLl 6-ro A BUILDING - 5)b.000 FT'- W;4sE- -,, 415-\eI SYSTEM NO. CONTRACTOR FATA IOT 'Elite ?P-O CONTRACT NO. 3 CALCULATED BY E F ti Br_-Q&E DRAWING NO. - Z Z CONSTRUCTION: ❑ CO BUSTIBLE NON-CO BUSTIBLE CEILING HEIGHT I6S FT. OCCUPA CY S M l U C NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ EX. HAZ. ❑ NFPA 231 ❑ NFPA 231C: FIGURE CURVE ❑ OTHER (Specify) rn w El SPECIFIC RULING MADE BY DATE. 0 AREA OF SPRINKLER OPERATION �-�� SYSTEM TYPE DENSITY D- 1 XWET El DRY ❑ DELUGE ❑ PRE-ACTION N AREA PER SPRINKLER _5"s r= SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE tDO MAKE t giu LC MODEL G X LO HOSE ALLOWANCE GPM: OUTSIDE �v _ SIZE K-FACTOR 11-7- _ RACK SPRINKLER ALLOWANCE TEMPERATURE RATING _ ZAG CALCULATION GPM REQUIRED __ _AW S S PSI REQUIRED 43�- s AT BASE OF RISER SUMMARY "C" FACTOR USED: OVERHEAD 110 UNDERGROUND _ WATER FLOW TEST PUMP DATA TANK OR RESE dIR J DATE 8�TIME _ RATED CAPACITY CAPACITY a STATIC PSI Pbl AT PSI ELEVATION D RESIDUAL PSI �To Psl ELEVATION x GPM FLOWING 1000 6rm WELL aELEVATION 1 S 11 E PROOF FLOW GPM 3 LOCATION Ai T Y M A i ,A C-A'S I VG SOURCE OF INFORMATION L( G E COMMODITY 'S LA _ CLASS . _ LOCATION w STORAGE NEIGH AREA _ AISLE WIDTH STORAGE METHOD:SOLID PILED % PALLETIZED_ _ % RACK N ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED H Cl DOUBLE ROW ❑ SLAVE PALLET ❑ SOLID SHELVING ❑ NON- MULTIPLE ROW El OPEN ENCAPSULATED P_ < FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING Cc O LONGITUDINAL TRANSVERSE FT IN U HORIZONTAL BARRIERS PROVIDED SPOKANE,WA OFFICE VANCOUVER,WA OFFICE TEL(5091926-3428 TEL(3601699.4403 FAX(509)926.370E PATRIFP099CF FAX(360)699-44B5 y M �a — C4 E o ° co n°Ln'i -- o o r E ri ri cr- •�. �,�, o to i a ao 0 0 `� •N C L N EQ •_M � A U1 3 M M M w 0 N C O IL 1� 4 am 000 • O O O O O O Q.OD N a co O to .- g N .° v io -• - -- - - - �S +' +3 N ? O 0' W a $ c? U- 3 0c� c� c� OD O O N) — 000tn co 0 o to m r-Io H $ O Ln to av m� (L 0- Ln Ln ccoo aCC 3 O W m o w J —rp V b E W Lt L 'Q to 0 3 C O to 's EM O +10 $ c +3 L U VI -P b 4U O O yi —p• �n p N O w Q 2 F-- N N r V- 1n O N N co w ti ti W m b It V N N N b b � V e- e- r 08d)GJnsmd "13g1 fJO SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 1 4T DEVELOPMENT North System - .495/2000 density FLOW TEST RESULTS Water Supply STATIC 89 .00 PSI RESIDUAL 70 .00 PSI @ 2000 .00 GPM CITY PRESSURE AVAILABLE AT 1515 .5 GPM 77 .63 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE - - - - --- - --- -------- -------- 101 46 .93 41.25 11.20 17 .55 102 46.85 41 .25 11.20 17 .50 103 46.85 41.25 11.20 17 .50 104 42 .30 41.25 11 .20 14 .26 105 41.92 41 .25 11.20 14 .01 106 41.77 41 .25 11 .20 13 .91 107 41.74 41.25 11 .20 13 .89 108 41.76 41.25 11.20 13 . 90 109 41.87 41.25 11 .20 13 .98 110 42 .18 41 .25 11.20 14 .19 111 41 .97 41 .25 11 .20 14 . 04 112 41.60 41,25 11.20 13 .80 113 41.45 41.25 11.20 13 . 69 114 41.42 41.25 11 .20 13 . 68 115 41.43 41 .25 11.20 13 .68 116 41.55 41.25 11.20 13 .76 117 41.86 41.25 11 .20 13 . 97 118 41.80 41 .25 11.20 13 .93 119 41.43 41.25 11.20 13 . 68 120 41.28 41 .25 11.20 13 .58 121 41.25 41.25 11.20 13 .56 122 41 .26 41 .25 11.20 13 .57 123 41.37 41.25 11 .20 13 .65 124 41 .68 41.25 11 .20 13 .85 i i i i SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 2 4T DEVELOPMENT North System -- t495/2000 density TOTAL WATER REQUIRED FOR SYSTEM 1015 . 53 GPM OUTFLOWS AT 61 100 . 00 GPM OUTFLOWS AT 2 400 . 00 GPM TOTAL WATER REQUIREMENT 1515 . 53 GPM PRESSURE REQUIRED AT 0 63 . 85 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VRLOCITY FROM 12 TO 20 24 .53 FPS SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 3 4T DEVELOPMENT North System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 122 121 2 .703 L 8 .33 C=120 PT 13 .56 (121) Q 15 .55 F=0 F 0 . 00 PE 0 . 00 BL T 8 .33 0 .0008 PF 0 .01 123 122DQ 41.26 2 .703 L 8 .33 C=120 PT 13 .57 (122) Q 56. 81 F=0 F 0 .00 PE 0 .00 BL T 8 .33 0 .0089 PF 0 .07 124 123DQ 41.37 2 .703 L 8 .33 C=120 PT 13 . 64 (123) Q 98 . 19 F=0 F 0 .00 PE 0 . 00 BL T 8 .33 0 .0246 PF 0 .20 59 124DQ 41. 68 2 . 703 L 21. 67 C=120 PT 13 .84 (124) Q 139 . 87 F=0/T F 20 .00 PE 0 . 00 BL T 41 .67 0 .0473 PF 1 .97 49 59 2 .703 L 4 . 13 C=120 PT 15 . 81 ( 59) Q 139 . 87 F=T F 20 .00 PE 1.79 RN T 24 .13 0 .0473 PF 1 .14 48 49 4 .310 L 10 .00 C=120 PT 18 . 74 ( 49) Q 139 . 87 F=0/0 F 0. 00 PE 0 .10 CM T 10.00 0 .0049 PF 0 .05 PT 18 .89 ( 48) - -- - - - - - - --- - - - - - 120 121 2 .703 L 8 .33 C=120 PT 13 .56 (121) Q 25 . 70 F=0 F 0 . 00 PE 0 . 00 BL T 8 .33 0 .0021 PF 0 .02 119 120DQ 41.28 2 .703 L 8 .33 C=120 PT 13 .58 (120) Q 66 . 98 F=0 F 0 . 00 PE 0 . 00 BL T 8 .33 0 .0121 PF 0 .10 118 115DQ 41.43 2 .703 L 8 .33 C=120 PT 13 . 68 (119) Q 108 .41 F=0 F 0.00 PE 0 . 00 BL T 8 .33 0 .0295 PF 0.25 39 118DQ 41. 80 2 .703 L 72 . 00 C=120 PT 13 . 93 (118) ¢ 150 .21 F=T F 20 .00 PE 0 . 00 BL T 92 .00 0 .0540 PF 4 . 97 29 39 2 .703 L 4 .13 C=120 PT 18 .90 ( 39) Q 150 .21 F=T F 20 .00 PE 1. 79 RN T 24 .13 0 .0540 PF 1.30 28 29 4 .310 L 10 .00 C=120 PT 21.99 ( 29) Q 150 . 21 F=0/0 F 0 .00 PE 0 . 10 CM T 10 .00 Q .0056 PF 0 . 06 PT 22 .15 ( 28) i ��� .. SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 4 4T DEVELOPMENT North System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI --- ---- - - - - - - -- - --- 115 114 2 .703 L 8 .33 C=120 PT 13 .68 (114) Q 15 .74 F=0 F 0 . 00 PE 0 . 00 BL T 8 .33 0 .0008 PF 0 . 01 116 115DQ 41.43 2 .703 L 8 .33 C=120 PT 13 .69 (115) Q 57 .17 F=0 F 0 . 00 PE 0 . 00 BL T 8 .33 0 .0090 PF 0 . 07 117 116DQ 41 .55 2 .703 L 8 .33 C=120 PT 13 . 76 (116) Q 98 .72 F=0 F 0. 00 PE 0 .00 BL T 8 .33 0.0248 PF 0 .21 58 117DQ 41 .86 2 .703 L 21. 67 C=120 PT 13 . 97 (117) Q 140 .58 F=0/T F 20 .00 PE 0 .00 Btu T 41 .67 0 .0478 PF 1 . 99 48 58 2 .703 L 4 .13 C=120 PT 15 .96 ( 58) Q 140.58 F=T F 20 .00 PE 1 . 79 RN T 24.13 0 ,0478 PF 1.15 47 48DQ 139 .87 4 .310 L 10 .00 C=120 PT 18 . 90 ( 48) Q 280.44 F=0/0 F 0 .00 PE 0 . 10 CM T 10 .00 0 .0177 PF 0 .18 PT 19 . 18 ( 47) ----- - - - --- --- - - -- 113 114 2 .703 L 8 .33 C=120 PT 13 . 68 (114) Q 25 .68 F=0 F 0 .00 PE 0 .00 BL T 8 .33 0 .0021 PF 0 .02 112 113DQ 41.45 2 .703 L 8 .33 C=120 PT 13 .70 (113) Q 67.13 F=0 F 0 .00 PE 0 . 00 BL T 8-33 0 .0122 PF 0 .10 Ill 112DQ 41.60 2 .703 L 8 .33 C=120 PT 13 .80 (112) Q 108 . 73 F=0 F 0 .00 PE 0 . 00 BL T 8 .33 0 .0297 PF 0 .25 38 111DQ 41.97 2 .703 L 72 . 00 C=120 PT 14 . 05 (111) Q 150 . 70 F=T F 20.00 PE 0 , 00 BL T 92 .00 0 .0543 PP 5 .00 28 38 2 .703 L 4 .13 Cm120 PT 19 .05 ( 38) Q 150 .70 F=T F 20 .00 PE 1.79 RN T 24.13 0 . 0543 PF 1 .31 i �. SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 5 4T DEVELOPMENT North System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 27 28DQ 150 .21 4 .310 L 10 . 00 C=120 PT 22 .15 ( 28) Q 300 .91 F=0/0 F 0 .00 PE 0.10 CM T 10 .00 0 .0201 PF 0 .20 PT 22 .45 ( 27) -------- - -- - -- -- - - - 108 107 2 .703 L 8 .33 C=120 PT 13 .89 (107) Q 16 . 03 F=0 F 0 .00 PE 0 . 00 BL T 8 .33 0 .0009 PF 0 .01 109 108DQ 41.76 2 .703 L 8 .33 C=120 PT 13 .90 (108) Q 57 .78 F=0 F 0 .00 PE 0.00 BL T 8 .33 0 .0092 PF 0.08 110 109DQ 41 .87 2 . 703 L 8 .33 C=120 PT 13 .98 (109) Q 99 . 65 F=0 F 0 . 00 PE 0 . 00 BL T 8 .33 0 .0253 PF 0 .21 57 110DQ 42 . 18 2 .703 L 21 . 67 C=120 PT 14 .19 (110) Q 141. 84 F=0/T F 20 .00 PE 0 .00 BL T 41.67 0 .0486 PF 2 .03 47 57 2 .703 L 4 .13 C=120 PT 16.22 ( 57) Q 141 . 84 F=T F 20 . 00 PE 1 . 79 RN T 24 .13 0 .0486 PF 1 .17 46 47DQ 280 .44 4 .310 L 10 .00 C=120 PT 19 .18 ( 47) Q 422 .28 F=0/0 F 0 .00 PE 0.10 CM T 10 .00 0 .0377 PF 0.38 PT 19 . 66 ( 46) ----- - - - - -- -- - -- - - 106 107 2 .703 L 8 .33 C=120 PT 13 .89 (107) Q 25 .71. F=0 F 0 .00 PE 0 .00 BL T 8 .33 0 .0021 PF 0 .02 105 106DQ 41 .77 2 .703 L 8 .33 C=120 PT 13 .91 (106) Q 67 .49 F=0 F 0 .00 PE 0 .00 BL T 8 .33 0 .0123 PF 0 .10 104 105DQ 41.92 2 . 703 L 8 .33 C=120 PT 14 .01 (105) Q 109.41 F=0 F 0 . 00 PE 0 . 00 BL T 8 .33 0 .0300 PF 0 .25 37 104DQ 42 .30 2 .703 L 72 . 00 C=120 PT 14 .26 (104) Q 151 .71 F=T F 20 .00 PE 0 .00 BL T 92 .00 0 .0550 PF 5 .06 i I� SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 6 4T DEVELOPMENT North System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 27 37 2 .703 L 4 .13 C=120 PT 19 .32 ( 37) Q 151 . 71 F=T F 20 . 00 PE 1 .79 RN T 24 .13 0 .0550 PF 1 .33 26 27DQ 300 .91 4 .310 L 10 .00 C=120 PT 22 .44 ( 27) Q 452 .61 F=0/0 F 0 .00 PE 0 . 10 CM T 10 .00 0 .0428 PF 0 .43 PT 22 . 97 ( 26) - - - - ---- - - - -- - - - -- 56 103 2 .703 L 21.67 C=120 PT 17 .50 (103) Q 43 .33 F=0/T F 20 . 00 PE 0 .00 BL T 41.67 0 . 0054 PF 0 .23 46 56 2 . 703 L 4 . 13 C=120 PT 17 .73 ( 56) Q 43 .33 F=T F 20 .00 PE 1 .79 RN T 24 .13 0 .0054 PF 0 .13 45 46DQ 422 .28 4 .310 L 10 .00 C=120 PT 19 . 65 ( 46) Q 465 . 62 F=0/0 F 0 .00 PE 0 .10 CM T 10 ,00 0 . 0451 PF 0 .45 PT 20 .20 ( 45) - --- -- -- - - - -- ----- 102 103 2 .703 L 8 .33 C=120 PT 17 .50 (103) Q 3 .52 F=0 F 0 . 00 PE 0 .00 BL T 8 .33 0 . 0001 PF 0 .00 101 102DQ 46 :85 2 . 703 L 8 .33 C=120 PT 17 .50 (102) Q 50 .37 F=0 F 0 . 00 PE 0 . 00 BL T 8 .33 0 .0072 PF 0 .06 36 101DQ 46 .93 2 .703 L 105 .33 C=120 PT 17 .56 (101) Q 97 .30 F=T F 20 . 00 PE 0 .00 BL T 125 .33 0 .0242 PF 3 .03 26 36 2 . 703 L 4 . 13 C=120 PT 20 .59 ( 36) Q 97 .30 F=T F 20 . 00 PE 1 . 79 RN T 24 ,13 0 . 0242 PF 0 .58 25 26DQ 452 .61 4 .310 L 10 . 00 C=120 PT 22 .96 ( 26) Q 549 .91 F=0/0 F 0 .00 PE 0 .10 CM T 10 . 00 0 .0614 PF 0 .61 PT 23. 67 ( 25) - - - - --- -- - - - -- - --- 55 45 2 .703 L 4 .13 C=120 PT 20 .19 ( 45) Q 75 .18 F=T F 20 . 00 PE -1.79 RN T 24 .13 0 .0150 PF 0 .36 SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 7 4T DEVELOPMENT North System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 35 55 2 .703 L 143 . 67 C=120 PT 18 .76 ( 55) Q 75 . 18 F=T/T F 40 . 00 PE 0 .00 BL T 183 . 67 0 .0150 PF 2 .76 25 35 2 . 703 L 4 . 13 C=120 PT 21.52 ( 35) Q 75 .18 F=T F 20 .00 PE 1.79 RN T 24 .13 0 .0150 PF 0 .36 24 25DQ 549 .91 4 .310 L 10 .00 C=120 PT 23 .67 ( 25) Q 625 ,09 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 .0778 PF 0 .78 PT 24 .55 ( 24) -- - -- - - - - -- - - -- - - -- - 61 45 4 .310 L 4 .00 C=120 PT 20 .19 ( 45) Q 390 .43 F=0/0 F 0 . 00 PE 0 .10 CM T 4 .00 0 .0326 PF 0 .13 60 61DQ 100 . 00 4 .310 L 2 .50 C=120 PT 2.0 .42 ( 61) Q 490 .43 F=0/0 F 0 .00 PE 0 . 00 CM T 2 .50 0 .0497 PF 0 .12 44 60 4 .310 L 3 .50 C=120 PT 20 .54 ( 60) Q 490 .43 F=0/0 F 0 . 00 PE 0 .00 CM T 3 .50 0 .0497 PF 0 .17 54 44DQ -411 .25 2 .703 L 4 .13 C=120 PT 20 .71 ( 44) Q 79 .18 F=T F 20 . 00 PE -1.79 RN T 24 .13 0.0165 PV 0 .40 34 54 2 . 703 L 143 . 67 C=120 PT 19 .32 ( 54) Q 79 .18 F=T/T F 40 .00 PE 0 .00 BL T 183 .67 0 .0165 PF 3 .03 24 34 2 .703 L 4 . 13 C=120 PT 22 .35 ( 34) Q 79 .18 F=T F 20 .00 PE 1.79 RN T 24 .13 0 ,0165 PF 0 .40 23 24DQ 625 .09 4 .310 L 10 .00 C=120 PT 24 .54 ( 24) Q 704 .27 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0971 PF 0 .97 PT 25 .61 ( 23) -- -- --- - - - - - - - - -- - 43 44 4 .310 L 10 .00 C=120 PT 20 .71 ( 44) Q 411.25 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 .0359 PF 0 .36 i SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 8 4T DEVELOPMENT North System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 53 43DQ -325 .47 2 .703 L 4 .13 C=120 PT 21.17 ( 43) Q 85 .78 F=T F 20 . 00 PE -1. 79 RN T 24 .13 0 .0192 PF 0 .46 33 53 2 .70� L 143 .67 C=120 PT 19 .84 ( 53) Q 85.78 F=T/T F 40 .00 PE 0.00 BL T 183 .67 0 ,0192 PF 3 .53 23 33 2 .703 L 4 .13 C=120 PT 23 .37 ( 33) Q 85 .78 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0192 PF 0 .46 22 23DQ 704 .27 4 .310 L 10. 00 C=120 PT 25 .62 ( 23) Q 790 .05 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0.1201 PF 1.20 PT 26 . 92 ( 22) 42 43 4 .310 L 10.00 C=120 PT 21 .17 ( 43) Q 325 .47 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0233 PF 0 .23 52 42DQ -230 .05 2 .703 L 4 .13 C=120 PT 21.50 ( 42) Q 95 .43 F=T F 20 . 00 PE -1 . 79 RN T 24 .13 0 .0233 PF 0 .56 32 52 2 . 703 L 143 .67 C=120 PT 20 .27 ( 52) Q 95.43 F=T/T F 40 .00 PE 0 . 00 BL T 183 .67 0.0233 PF 4 .28 22 32 2 . 703 L 4 .13 C=120 PT 24 .55 ( 32) ¢ 95 .43 F=T F 20 . 00 PE 1.79 RN T 24 .13 0 .0233 PF 0 .56 21 22DQ 790 . 05 4 . 310 L 10 .00 C=120 PT 26.90 ( 22) Q 885.48 F=0/0 F 0.00 PE 0 . 10 CM T 10 .00 0 .1483 PF 1.48 PT 28 .48 ( 21) -- -- - - - - - -- -- -- - - -- 41 42 4 .310 L 10 .00 C=120 PT 21 .50 ( 42) Q 230 .05 F=0/0 F 0 . 00 PE 0. 10 CM T 10.00 0 .0122 PF 0 .12 51 41DQ -122 .33 2 .703 L 4 . 13 C=120 PT 21.72 ( 41) Q 107 . 72 F=T F 20 .00 PE -1.79 RN T 24 .13 0 .0292 PF 0 .70 .,� I I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 9 4T DEVELOPMENT North System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 31 51 2 .703 L 143 . 67 C=120 PT 20.63 ( 51) Q 107 .72 F=T/T F 40 . 00 PE 0. 00 BL T 183 . 67 0 . 0292 PF 5 .36 21 31 2 .703 L 4 .13 C=120 PT 25.99 ( 31) Q 107.72 F=T F 20 . 00 PE 1. 79 RN T 24. 13 0 .0292 PF 0.70 20 21DQ 885 .48 4 .310 L 10 . 00 C=120 PT 28.48 ( 21) Q 993 .20 F=0/0 F 0 . 00 PE 0. 10 CM T 10 .00 0 .1833 PF 1.83 PT 30 .41 ( 20) -------- -- - - - - - -- - 40 41 4 .310 L 10 .00 C=120 PT 21.71 ( 41) Q 122 .33 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 . 0038 PF 0 .04 50 40 2 .703 L 4. 13 C=120 PT 21. 85 ( 40) Q 122 .33 F=T F 20 .00 PE -1.79 RN T 24.13 0 . 0369 PF 0 .89 30 50 2 . 703 L 143 .67 C=120 PT 20 .95 ( 50) Q 122 .33 F=T/T F 40 . 00 PE 0 .00 BL T 183 . 67 0 .0369 PF 6 .78 20 30 2 .703 L 4 .13 C=120 PT 27.73 ( 30) Q 122.33 F=T F 20 . 00 PE 1.79 RN T 24 . 13 0 .0369 PF 0 .89 PT 30 .41 ( 20) - - - -- - -- - - - - - - -- - - 3 2 8 .270 L 790 . 00 C=140 PT 60.16 ( 2) Q 589 .53 F=2GV,2T F 106 . 00 PE 0.00 LU T 896 . 00 0 .0022 PF 1.97 1 3 8 .270 L 727 . 00 C=140 PT 62 .13 ( 3) Q 585 .53 F=T,GV F 53 . 00 PE 0 . 00 LU T 780 .00 0 .0022 PF 1.72 PT 63 . 85 ( 1) -- -- -- -- - - - ------ - 1 2 8 .270 L 597 . 00 C=140 PT 60.16 ( 2) Q 925 . 99 F=2T, 3GV, E F 130 . 00 PE 0 .00 LU T 727 . 00 0 .0051 PF 3 .71 PT 63 .87 ( 1) -- - -- - - - - - - ------ - 12 20 4 .310 L 14 . 00 C-120 PT 30 .42 ( 20) Q 1115 .53 F=3E F 45 . 00 PE 0.00 FM T 59 .00 0 .2273 PF 13 .41 I I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 10 4T DEVELOPMENT North System - .495/2000 density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 10 12 6 .357 L 20 . 00 C=120 PT 43 . 83 ( 12) Q 1115 .53 F=T F 25 .00 PE 8 . 67 FR T 45 . 00 0 . 0342 PF 1.54 9 10 8 .249 L 2 . 00 C=120 PT 54 .04 ( 10) Q 1115 .53 F=0/0 F 0 . 00 PE 0 . 00 FR T 2 . 00 0 .0096 PF 0 .02 8 9 8 .249 L 2 . 17 C=120 PT 54 . 06 ( 9) Q 1115 .53 F=E F 13 . 00 PE -0 .29 FR T 15 .17 0 .0096 PF 0 .15 7 8 8.249 L 11.55 C=120 PT 53 .92 ( 8) Q 1115 .53 F=0/0 F 0. 00 PE 5 . 00 FR T 11.55 0 .0096 PF 0 .11 COMMENT: Elevation is for loss thru backflow device 6 7 8 .249 L 0 .50 C=150 PT 59.03 ( 7) Q 1115 .53 F=0/0 F 0. 00 PE 0 .22 FR T 0.50 0 . 0064 PF 0.00 5 6 10 .370 L 0 .50 C=150 PT 59 .25 ( 6) Q 1115 .53 F=0/0 F 0 . 00 PE 0.22 FR T 0 .50 0 . 0021 PF 0 .00 4 5 10 .280 L 37. 00 C=140 PT 59 .47 ( 5) Q 1115 .53 F=T,E F 94 ,00 PE 0 .00 UN T 131.00 0 .0025 PF 0 .33 2 4 10 .280 L 145 .00 C=140 PT 59 .80 ( 4) Q 1115 .53 F=GV F 7 . 00 PE 0 .00 UN T 152 .00 O . OQ25 PF 0 .38 -- ------ - - -- -- --- PT 60 . 18 ( 2) 0 1 12 .340 L 1 .00 C=140 PT 63 . 85 ( 1) Q 1515 .53 F=0/0 F 0 .00 PE 0 . 00 UN T 1 .00 0 . 0018 PF 0 . 00 PT 63 .85 ( 0) s s QUO-`e cerlllje �• A 0 4� y%a Level °'p CAo 111 0 •0 2707 70TH AVENUE EAST Peter ffe he ger n A TACOMA,WA 98424 PATRIOT RE PROTECTION 391- 6 3 K r TEL(253)926.2290 FAX(2531922.6150 V�i rrIJOn SPrIP alh�O4iJh DcGe DESIGN INFORMATION SHEET NAME . 4T PE-VEL o DATE LOCATION ��'= DR •E. AEU C�"4'p 14 BUILDING 9 ,ODD f'CZ l4165 6ot15iQucjlor4 SYSTEM NO. CONTRACTOR IO D iEL—ID 1► /_ . CONTRACT NO. 3 CALCULATED BY ME S OF ►� QI�E DRAWING NO. — 7- Z CONSTRUCTION: ❑ CO BUSTIBLE NON-CO BUSTIBLE CEILING HEIGHT 16S FT, OCCUPANCY B 1 V G NFPA 13: WLT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ EX. HAZ. ❑ NFPA 231 ❑ NFPA 231 C: FIGURE CURVE Z ❑ OTHER (Specify) w ❑ SPECIFIC RULING MADE BY DATE 0 wAREA OF SPRINKLER OPERATION 'Joo 1 SYSTEM TYPE co DENSITY 0.10 G I JA WET ❑ DRY ❑ DELUGE ❑ PRE-ACTION AREA PER SPRINKLER V4R16 y SPRINKLER HOSE ALLOWANCE GPM: INSIDE MAKE 1ELI L MOOEL OR NOZZLE L HOSE ALLOWANCE GPM: OUTSIDE SIZE_ K-FACTOR 541 RACK SPRINKLER ALLOWANCE ] TEMPERATURE RATING I e75w it CALCULATION GPM REQUIRED _ 7 (P- PSI REQUIRED (Z•�j AT BASE OF RISER SUMMARY "C" FACTOR USED: OVERHEAD 17.0 UNDERGROUND ' 140 WATER FLOW TEST PUMP DATA TANK OR RESE (31R J DATE &TIME RATED CAPACITY CAPACITY a STATIC PSI 9°1 P51 AT PSI ELEVATION a RESIDUAL PSI :10 �) ELEVATION cc GPM FLOWING 1000 b A4 WELL 3 ELEVATION A1 Sl j+� PROOF FLOW GPM LOCATION C fNi�1�I �l��j� (pE © SOURCE OF INFORMATION 1,I A E COMMODITY — 5 LA CLASS LOCATION Lu STORAGE HEIGH AREA AISLE WIDTH < STORAGE METHOD:SOLID PILED % PALLETIZED— % RACK--% N ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED ~ ❑ DOUBLE ROW ❑ SLAVE PALLET ❑ SOLID SHELVING ❑ NON- a ❑ MULTIPLE ROW ❑ OPEN ENCAPSULATED Q FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING Cr O LONGITUDINAL TRANSVERSE FT IN. U HORIZONTAL BARRIERS PROVIDED SPOKANE,WA OFFICE VANCOUVER,WA OFFICE TEL(5091926-3428 TEL(360)699.4403 FAX(5091926.3708 PATRIFPO99CF FAX(360)699-4485 :' I ..� ' I o n Z c7 IOU E r+co CO)v0 - - (00 O � o a '0 0 IL s m w C a cV Eo 7 tn CN +� UI 3 N M M M � a E 0- a. a . 000 _ • 000 �"'oioo Q.ov r, a (� o ro .4 .o +3 > 04 ro w w � +J W - U7rkW u- O a. o.. d a. w0000 It 0 0 IT c000cn IT N O M N � � M M a a 0 co co 0 $ (D LO p �N ro o w —� of i � v W ti No Dc -- o ro W w cc o w p E +- o �t • • — — o >, LO v a +J p VolUhl q - N V7 Q 2 F- C4 N O N EOD ti ti m O N O LD +3 <7 N O a- O u) O (ISd)WMQJd SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 1 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 .10 GPM / 1500 SQ FT FLOW TEST RESULTS Water Supply STATIC 89.00 PSI RESIDUAL 70 .00 PSI @ 2000 .00 GPM CITY PRESSURE AVAILABLE AT 346 .5 GPM 88 .26 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE - -- -- - - - - - - --- - - - - - - - - - - -- - 201 24 .39 14 .82 5 . 60 18 .96 202 21.36 14.82 5 .60 14 .55 203 21.04 14.82 5 .60 14.12 204 23 .40 14 .82 5 . 60 17 .47 205 19 .16 14 . 82 5 . 60 11 . 71 406 18 .72 14 .82 5 .60 11.18 207 23 .22 14.82 5 . 60 17 . 19 208 16 .32 14.82 5 . 60 8 .49 209 16.92 14.82 5 .60 9 .13 210 15 .59 14 .82 5 . 60 7 .75 211 16 .17 14 .82 5 .60 8 .34 212 14.82 14 .82 5 .60 7 .00 213 15 .37 14.82 5 .60 7 .54 TOTAL WATER REQUIRED FOR SYSTEM 246 .48 GPM OUTFLOWS AT 60 100 .00 GPM TOTAL WATER REQUIREMENT 346 .48 GPM PRESSURE REQUIRED AT 0 62 .64 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 89 TO 92 18 .93 FPS SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 2 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 .10 GPM / 1800 SQ FT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 210 212 1.049 L 10 .00 C=120 PT 7 .00 (212) Q 14 . 82 F=0/0 F 0 . 00 PE 0 . 00 BN T 10 .00 0 .0747 PF 0 . 75 208 210DQ 15 .59 1 .380 L 10 .00 C=120 PT 7 .75 (210) Q 30 .41 F=0/0 F 0 . 00 PE 0. 00 BN T 10 .00 0 .0743 PF 0 . 74 94 208DQ 16 .32 1.380 L 14.25 C=120 PT 8 .49 (208) Q 46. 73 F=2E F 6 .00 PE 0 .00 BN T 20 .25 0 .1645 PF 3 .33 PT 11.82 ( 94) --- - - - - - - ----- -- - - - 95 206 1.049 L 3 . 00 C=120 PT 11.18 (206) Q 18 . 72 F=T,E F 7 .00 PE -1. 08 DR T 10 .00 0 .1152 PF 1.15 PT 11.25 ( 95) -- - --- - - - - - - -- - - - - - 94 205 1.049 L 3 . 00 C=120 PT 11. 71 (205) Q 19 . 16 F=T,E F 7 .00 PE -1.08 DR T 10 . 00 0 .1202 PF 1.20 91 94DQ 46 . 73 1.380 L 10 .00 C=120 PT 11.83 ( 94) Q 65 . 89 F=0/0 F 0 . 00 PE 0 . 00 BN T 10 .00 0 .3107 PF 3 .11 PT 14.94 ( 91) -- - -- - -- - - -- - - - - --- 93 204 1.049 L 3 .00 C=120 PT 17 .47 (204) Q 23 .40 F=T,E F 7 .00 PE -1.08 DR T 10. 00 0 .1740 PF 1. 74 PT 18 . 13 ( 93) - - - ---- - - - --- -- - -- 92 203 1.049 L 3 .00 C=120 PT 14 .12 (203) Q 21.04 F=T,E F 7 . 00 PE -1. 08 DR T 10 .00 0 .1429 PF 1.43 PT 14 .47 ( 92) - - ----- - - - --- - -- - - 91 202 1.049 L 3 .00 C=120 PT 14.55 (202) Q 21.36 F=T,E F 7 . 00 PE -1.08 DR T 10 . 00 0 .1469 PF 1.47 88 91DQ 65 .89 1.380 L 13 .00 C=120 PT 14. 94 ( 91) Q 87 .25 F=0/0 F 0. 00 PE 0.00 BN T 13 .00 0 .5222 PF 6.79 85 88 1 . 610 L 5 .00 C=120 PT 21.73 ( 88) Q 87 .25 F=T F 8 . 00 PE 0. 00 BN T 13 .00 0 .2465 PF 3 .20 SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 3 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 .10 GPM / 1500 SQ FT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 75 85 1 . 610 L 1.00 C=120 PT 24 . 93 ( 85) Q 87 .25 F=T F 8 . 00 PE 0 .43 NR T 9 .00 0 .2465 PF 2 .22 PT 27 .58 ( 75) -- -- --- - -- ---- -- - - 90 201 1.049 L 3 .00 C=120 PT 18 .96 (201) Q 24 .39 F=T,E F 7 .00 PE -1 . 08 DR T 10 .00 0 . 1878 PF 1 .88 PT 19 .76 ( 90) -- - ---- - - - - -- -- - - - 211 213 1.049 L 10 . 00 C=120 PT 7 .54 (213) Q 15 .37 F=0/0 F 0 .00 PE 0 .00 BN T 10 .00 0 .0800 PF 0 .80 209 211DQ 16 .17 1.380 L 10 .00 C=120 PT 8 .34 (211) Q 31.54 F=0/0 F 0 . 00 PE 0 .00 BN T 10 . 00 0 . 0795 PF 0 .79 95 209DQ 16.92 1 .380 L 12 .00 C=120 PT 9 .13 (209) Q 48 .47 F=0/0 F 0 . 00 PE 0 .00 BN T 12 . 00 0 .1760 PF 2 .11 92 95DQ 18 .72 1 .380 L 10 .00 C=120 PT 11 .24 ( 95) Q 67 .19 F=0/0 F 0. 00 PE 0 .00 BN T 10 .00 0 .3221 PF 3 .22 85 92DQ 21.04 1 .380 L 13 .00 C=120 PT 14 .46 ( 92) Q 88 .23 F=0/0 F 0 . 00 PE 0 .00 BN T 13 .00 0 .5331 PF 6 .93 86 89 1. 610 L 5 . 00 C=120 PT 21 .39 ( 89) Q 88 .23 F=T F 8 .00 PE 0 .00 BN T 13 .00 0 .2517 PF 3 .27 76 86 1 .610 L 1 . 00 C=120 PT 24 .66 ( 86) Q 88 .23 F=T F 8 . 00 PE 0 .43 NR T 9 .00 0 .2517 PF 2 .27 75 76 2 . 703 L 10 .50 C=120 PT 27 .36 ( 76) Q 88 .23 F=0/0 F 0 .00 PE 0 .00 NC T 10 .50 0 .0202 PF 0 .21 74 75DQ 87 .25 2 .703 L 12 .00 C=120 PT 27 .57 ( 75) Q 175 .48 F=0/0 F 0 . 00 PE 0 .00 NC T 12 .00 0 .0720 PF 0 ,86 PT 28 .43 ( 74) i SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 4 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 .10 GPM / 1500 SQ FT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI - - - -- - - - - ---- -- - - - 93 207 1 .380 L 14 . 75 C=120 PT 17 . 19 (207) Q 23 .22 F=2E F 6 .00 PE 0 . 00 BN T 20 .75 0 .0451 PF 0 . 94 90 93DQ 23 .40 1.380 L 10 . 00 C=120 PT 18 .13 ( 93) Q 46 .62 F=0/0 F 0 . 00 PE 0 .00 BN T 10 . 00 0 .1638 PF 1 ,64 87 90DQ 24.39 1.380 L 12 .50 C=120 PT 19 . 77 ( 90) Q 71.01 F=0/0 F 0 . 00 PE 0 .00 BN T 12 .50 0 .3567 PF 4 .46 84 87 1. 610 L 5 .50 C=120 PT 24 .23 ( 87) Q 71.01 F=T F 8 . 00 PE 0 . 00 BN T 13 .50 0 .1684 PF 2 .27 74 84 1 .610 L 1. 00 C=120 PT 26 .50 ( 84) Q 71.01 F=T F 8 .00 PE 0 .43 NR T 9.00 0 .1684 PF 1.52 73 74DQ 175 .48 2 . 703 L 10 .00 C=120 PT 28 .45 ( 74) Q 246 .48 F=0/0 F 0 . 00 PE 0 . 00 NC T 10 .00 0 .1350 PF 1,35 72 73 2 .703 L 12 .50 C=120 PT 29.80 ( 73) Q 246.48 F=T F 20 .00 PE 0 . 00 NC T 32 .50 0 .1350 PF 4 .39 PT 34 . 19 ( 72) -- - - -- - - - ---- - -- - - 45 61 4 .310 L 4 .00 C=120 PT 44 .95 ( 61) Q 156.03 F=0/0 F 0 .00 PE -0 .10 CM T 4 .00 0 .0060 PF 0 .02 46 45DQ -33 .54 4 .310 L 10 . 00 C=120 PT 44. 87 ( 45) Q 122 .49 F=0/0 F 0 .00 PE -0 . 10 CM T 10 .00 0 .0038 PF 0 .04 47 46DQ -31 .73 4 .310 L 10 .00 C=120 PT 44 , 81 ( 46) Q 90 .76 F=0/0 F 0 . 00 PE -0 . 10 CM T 10 .00 0 .0022 PF 0 .02 48 47DQ -30 .65 4 .310 L 10 . 00 C=120 PT 44 . 73 ( 47) Q 60 .11 F=0/0 F 0 .00 PE -0 . 10 CM T 10 .00 0 .0010 PF 0 .01 i i i SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 5 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 .10 GPM / 1500 SQ FT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devicgs Ft PSI/Ft PSI 49 48DQ -30 .12 4 .310 L 10 .00 C=120 PT 44. 64 ( 48) Q 29 .99 F=0/0 F 0 . 00 PE -0 . 10 CM T 10 .00 O .00Q3 PF 0 .00 59 49 2 . 703 L 4 . 13 C=120 PT 44 .54 ( 49) Q 29 .99 F=T F 20 .00 PE -1:79 RN T 24 . 13 0 .0027 PF 0 .07 39 59 2 .703 L 143 . 67 C=120 PT 42 . 82 ( 59) Q 29 .99 F=T/T F 40 .00 PE 0 .00 BL T 183 .67 0 .0027 PF 0 .50 29 39 2 .703 L 4 .13 C=120 PT 43 .32 ( 39) Q 29 .99 F=T F 20 .00 PE 1. 79 RN T 24.13 0 .0027 PF 0.07 28 29 4 .310 L 10 .00 C=120 PT 45 .18 ( 29) Q 29 .99 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 . 0003 PF 0 .00 - PT 45 .28 ( 28) - --- --- - - - - --- -- -- 58 48 2 .703 L 4.13 C=120 PT 44.66 ( 48) Q 30 .12 F=T F 20 .00 PE -1. 79 RN T 24 .13 0.0028 PF 0.07 38 58 2 .703 L 143 . 67 C=120 PT 42 .94 ( 58) Q 30 .12 F=T/T F 40.00 PE 0.00 BL T 183 .67 0 .0028 PF 0.51 28 38 2 .703 L 4 .13 C=120 PT 43 .45 ( 38) Q 30 .12 F=T F 20 .00 PE 1. 79 RN T 24 .13 0 .0028 PF 0 .07 27 28DQ 29 .99 4 .310 L 10 .00 C=120 PT 45 .31 ( 28) Q 60 .11 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0010 PF 0.01 PT 45 .42 ( 27) - - - - - - - - - - - -- -- - -- - 57 47 2 .703 L 4 .13 C=120 PT 44 .74 ( 47) Q 30 .65 F=T F 20 .00 PE -1. 79 RN T 24.13 0 .0029 PF 0.07 37 57 2 . 703 L 143 . 67 C=120 PT 43 .02 ( 57) Q 30 .65 F-T/T F 40.00 PE 0.00 BL T 183 .67 0 .0029 PF 0 .53 1 I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 6 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 .10 GPM / 1500 SQ FT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 27 37 2 . 703 L 4 .13 C=120 PT 43 .55 ( 37) Q 30 . 65 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0029 PF 0 .07 26 27DQ 60 .11 4.310 L 10 .00 C=120 PT 45 .41 ( 27) Q 90 . 76 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0022 PF 0 .02 PT 45 .53 ( 26) - - - - - - - - - - - - - - - - - - 56 46 2 .703 L 4 .13 C=120 PT 44 .82 ( 46) Q 31.73 F=T F 20 .00 PE -1. 79 RN T 24 .13 0 .0030 PF 0 .07 36 56 2 .703 L 143 .67 C=120 PT 43 . 10 ( 56) Q 31.73 F=T/T F 40 .00 PE 0 .00 BL T 183 .67 0 .0030 PF 0 .55 26 36 2 . 703 L 4 .13 C=120 PT 43 .65 ( 36) Q 31. 73 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0030 PF 0 .07 25 26DQ 90 .76 4 .310 L 10 .00 C=120 PT 45 .51 ( 26) Q 122 .49 F=0/0 F 0 .00 PE 0 . 10 CM T 10 .00 0 .0038 PF 0 .04 PT 45 . 65 ( 25) --- ---- - - - -- - - - - - - 55 45 2 .703 L 4 .13 C=120 PT 44 . 87 ( 45) Q 33 .54 F=T F 20 .00 PE -1 .79 RN T 24.13 0 .0034 PF 0 .08 35 55 2 .703 L 143 .67 C=120 PT 43 . 16 ( 55) Q 33 .54 F=T/T F 40 .00 PE 0 . 00 BL T 183 .67 0 .0034 PF 0 . 62 25 35 2 .703 L 4 . 13 C=120 PT 43 .78 ( 35) Q 33 .54 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 .0034 PF 0 .08 24 25DQ 122 .49 4 .310 L 10 .00 C=120 PT 45 . 65 ( 25) Q 156 .03 F=0/0 F 0.00 PE 0 . 10 CM T 10 .00 0 .0060 PF 0 .06 PT 45 . 81 ( 24) - - -- --- - - - - -- - - - - - 60 61 4 .310 L 2 .50 C=120 PT 44 .95 ( 61) Q 90.45 F=0/0 F 0 .00 PE 0 . 00 CM T 2 .50 0 .0022 PF 0 . 01 i i SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 7 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 .10 GPM / 1500 SQ FT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 44 60DQ 100 .00 4 .310 L 3 .50 C=120 PT 44 . 96 ( 60) Q 190 .45 F=0/0 F 0 .00 PE 0 . 00 CM T 3 .50 0 .0086 PF 0 . 03 54 44DQ -155 .81 2 . 703 L 4 .13 C=120 PT 44 .99 ( 44) Q 34 .64 F=T F 20.00 PE -1 . 79 RN T 24 .13 0 .0036 PF 0 .09 34 54 2 .703 L 143 .67 C=120 PT 43 .29 ( 54) Q 34 .64 F=T/T F 40 .00 PE 0 . 00 BL T 183 .67 0 .0036 PF 0 . 66 24 34 2 . 703 L 4 .13 C=120 PT 43 . 95 ( 34) Q 34 .64 F=T F 20 .00 PE 1 .79 RN T 24 .13 0 .0036 PF 0 .09 23 24DQ 156 .03 4 .310 L 10 .00 C=120 PT 45 . 83 ( 24) Q 190 .67 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 .0087 PF 0 .09 PT 46 . 02 ( 23) -- - - - ---- - - - - - 43 44 4.310 L 10 . 00 C=120 PT 44. 98 ( 44) Q 155 . 81 F=0/0 F 0 . 00 PE 0 . 10 CM T 10 .00 0 .0060 PF 0 . 06 53 43DQ -120 .56 2 .703 L 4 . 13 C=120 PT 45 . 14 ( 43) Q 35 .25 F=T F 20 .00 PE -1. 79 RN T 24.13 0 .0037 PF 0 .09 33 53 2 . 703 L 143 .67 C=120 PT 43 .44 ( 53) Q 35 .25 F=T/T F 40 . 00 PE 0 . 00 BL T 18� .67 0 .0037 PF 0 .68 23 33 2 .703 L 4 .13 C=120 PT 44 .12 ( 33) Q 35 .25 F=T F 20 . 00 PE 1.79 RN T 24 .13 0 .0037 PF 0 .09 22 23DQ 190 .67 4 .310 L 10 .00 C=120 PT 46 . 00 ( 23) Q 225 . 92 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 . 0118 PF 0 .12 PT 46 .22 ( 22) - -- - - - - - - -- - - -- - -- 42 43 4 .310 L 10.00 C=120 PT 45 .14 ( 43) Q 120 .56 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0037 PF 0 . 04 i i SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 8 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 .10 GPM / 180Q SQ FT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 52 42DQ -83 .54 2 .703 L 4.13 C=120 PT 45 .28 ( 42) Q 37 . 02 F=T F 20 .00 PE -1 . 79 RN T 24 .13 0 .0040 PF 0 .10 32 52 2 . 703 L 143 .67 C=120 PT 43 .59 ( 52) Q 37 .02 F-T/T F 40.00 PE 0 .00 BL T 183 .67 0 .0040 PF 0 .73 22 32 2 .703 L 4 .13 C=120 PT 44 .32 ( 32) Q 37 .02 F=T F 20 . 00 PE 1. 79 RN T 24.13 0 .0040 PF 0 .10 21 22DQ 225 .92 4 .310 L 10 .00 C=120 PT 46 .21 ( 22) Q 262 .94 F=0/0 F 0 .00 PE 0 . 10 CM T 10.00 0 .0157 PP 0 .16 PT 46 .47 ( 21) - - - --- - - - - -- - --- - -- 41 42 4 .310 L 10 .00 C=120 PT 45 .27 ( 42) Q 83 .54 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0019 PF 0 .02 51 41DQ -43 . 67 2 .703 L 4 .13 C=120 PT 45 .39 ( 41) Q 39 .87 F=T F 20 .00 PE -1 .79 RN T 24 ,13 0 .0046 PF 0 .11 31 51 2 .703 L 143 . 67 C=120 PT 43 .71 ( 51) Q 39 .87 F=T/T F 40 .00 PE 0 . 00 EL T 183 .67 0 .0046 PF 0 .84 21 31 2 .703 L 4 .13 C=120 PT 44 .55 ( 31) Q 39 .87 F=T F 20.00 PE 1. 79 RN T 24.13 0 .0046 PF 0 .11 20 21DQ 262 .94 4 .310 L 10.00 C=120 PT 46.45 ( 21) Q 302 .81 F=0/0 F 0 .00 PE 0 .10 CM T 10.00 0 .0204 PF 0.20 PT 46 .75 ( 20) - - - --- - - - - -- - -- - - - 40 41 4 .310 L 10 .00 C=120 PT 45 .38 ( 41) Q 43 .67 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 .0006 PF 0 .01 50 40 2 .703 L 4 .13 C=120 PT 45 .49 ( 40) Q 43 .67 F=T F 20 .00 PE -1.79 RN T 24 .13 0 .0055 PF 0.13 i1�' SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 9 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 . 10 GPM / 1500 SQ FT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 30 50 2 .703 L 143 . 67 C=120 PT 43 . 83 ( 50) Q 43 .67 F=T/T F 40 .00 PE 0 . 00 BL T 183 . 67 0 .0055 PF 1 .01 20 30 2 .703 L 4 .13 C=120 PT 44 . 84 ( 30) Q 43 .67 F=T F 20 . 00 PE 1 .79 RN T 24 .13 0 .0055 PF 0 .13 PT 46 . 76 ( 20) -- - - - - - - - - - - - - - - - - 3 2 8 .270 L 790 .00 C=140 PT 62 .40 ( 2) Q 134 .70 F=2GV, 2T F 106.00 PE 0 .00 LU T 896 .00 0 .0001 PF 0 .09 1 3 8 .270 L 727 . 00 C=140 PT 62 .49 ( 3) Q 134 .70 F=T,GV F 53 . 00 PE 0 . 00 LU T 780 .00 0 . 0001 PF 0 . 08 PT 62 .57 ( 1) --- ---- - - - ---- - - -- - 1 2 8 .270 L 597 . 00 C=140 PT 62 .40 ( 2) Q 211 . 79 F=2T, 3GV, E F 130 .00 PE 0 .00 LU T 727 .00 0 .0003 PF 0 .22 PT 62 .62 ( 1) - -------- - ----- - - - 71 72 2 .703 L 65 .08 C=120 PT 34 . 18 ( 72) Q 246 .48 F=E F 10 .00 PE 0 . 00 FM T 75 .08 0 .1350 PF 10 . 14 70 71 2 .703 L 13 .58 C=120 PT 44 .32 ( 71) Q 246 .48 F=E F 10 . 00 PE -5 .89 FM T 23 .58 0 .1350 PF 3 .18 61 70 2 .703 L 4 . 67 C=120 PT 41.61 ( 70) Q 246 .48 F=T F 20 .00 PE 0 . 00 FM T 24 .67 0 .1350 PF 3 .33 PT 44 .94 ( 61) - ------- - - - - - -- - - - 12 20 4 .310 L 14 .00 C=120 PT 46 . 76 ( 20) Q 346 .48 F=3E F 45 .00 PE 0 . 00 FM T 59 .00 0 .0261 PF 1.54 10 12 6 .357 L 20 .00 C=120 PT 48 .30 ( 12) Q 346 .48 F=T F 25 .00 PE 8 . 67 FR T 45 .00 0 .0039 PF 0 .18 9 10 8 .249 L 2 .00 C=120 PT 57 .15 ( 10) Q 346 .48 F=0/0 F 0. 00 PE 0 .00 FR T 2 .00 0 .0011 PF O . QO r i SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 10 4T DEVELOPMENT UNDER MEZZANINE OFFICES - 0 . 10 GPM / 1500 SQ FT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 8 9 8 .249 L 2 .17 C=120 PT 57 . 15 ( 9) Q 346 ,48 F=E F 13 .00 PE -0 .29 FR T 15 .17 0 .0011 PF 0 .02 7 8 8 .249 L 11.55 C=120 PT 56 .88 ( 8) Q 346 .48 F=0/0 F 0 . 00 PE 5 .00 FR T 11.55 0 .0011 PF 0 .01 COMMENT: Elevation is for loss thru backflow device 6 7 8 .249 L 0 .50 C=150 PT 61 .89 ( 7) Q 346 .48 F=0/0 F 0 .00 PE 0 .22 FR T 0 .50 0 .0007 PF 0 .00 5 6 10.370 L 0 .50 C=150 PT 62 .11 { 6) Q 346 .48 F=0/0 F 0 .00 PE 0 .22 FR T 0 .50 0 .0002 PF 0 .00 4 5 10 .280 L 37 .00 C=140 PT 62 .33 ( 5) Q 346 .48 F=T,E F 94 . 00 PE 0 .00 UN T 131.00 0 .000� PF 0 .04 2 4 10 .280 L 145 .00 C=140 PT 62 .37 ( 4) Q 346.48 F=GV F 7.00 PE 0 .00 UN T 152 .00 0 .0003 PF 0 .05 PT 62 .42 ( 2) -- - - - -- -- - - --- -- -- 0 1 12 .340 L 1 .00 C=140 PT 62 .64 ( 7 ) Q 346.48 F=0/0 F 0 .00 PE 0 .00 UN T 1 .00 0 .0001 PF 0 .00 PT 62 . 64 ( 0) ,ti i Q� «,�.rtinaelu 4p Level o" P,,� o Ao 111 o q 2707 70TH AVENUE EAST 4 Peter Ile he er TACOMA,WA 98424 PATRIOT RE PROTECTION 391 a 3 'f1 TEL(253)926.2290 FAX(253)922.6150 D• y` �OO c f A 6v/la icllon SPrinM%a4c� ^J rh�o4Jh Dece� DESIGN INFORMATION SHEET NAME 4 DATE — LOCATION !) PIZ O.C. A�lrl y�� * �► BUILDING 912,000 I`T7- WAS& C-0m izoeTIC) SYSTEM NO. CONTRACTOR PATS IoT f I RE PRoT•ECTIQhA 144 CONTRACT NO. 13 CALCULATED BY -FETS f0ffeP-1eeZ&&F__ DRAWING NO. - Z Z CONSTRUCTION: . ❑ CO BUSTIBLE NON-CO BUSTIBLE CEILING HEIGHT I S FT. OCCUPANCY B - 1 O GGU Ati L - E aZ k- NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 2 ❑ EX. HAZ. ❑ NFPA 231 ElNFPA 231C: FIGURE CURVE _ Cal ❑ OTHER (Specify) _ w ❑ SPECIFIC RULING.. _ _ MADE BY DATE w AREA OF SPRINKLER OPERATION `(cioo FJ SYSTEM TYPE y DENSITY D.7,a (� _ WET ❑ DRY ❑ DELUGE ❑ PRE-ACTION y AREA PER SPRINKLER 10 rl SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE InD MAKE 9 AIDL-6 MODEL AFR. 'SSU HOSE ALLOWANCE GPM: OUTSIDE 1110 SIZE 'd" K-FACTOR 5.(0 RACK SPRINKLER ALLOWANCE }} _ -0— TEMPERATURE RATING 1 550 fF CALCULATION GPM REQUIRED __ �7� •I PSI REQUIRED 23l0_`� AT BASE OF RISER SUMMARY "C" FACTOR USED: OVERHEAD UNDERGROUND WATER FLOW TEST PUMP DATA / TANK OR RESE IR DATE &TIME RATED CAPACITY ri CAPACITY a STATIC PSI P51 AT PSI ELEVATION a RESIDUAL PSI 70 PS1 ELEVATION _ cc GPM FLOWING 7.000 bPM WELL aELEVATION 1 PROOF FLOW GPM 3 LOCATION Ar 4,11t MAP-1 E-ASf 61P6 of sec T� SOURCE OF INFORMATION - APL-It-461pr4A E COMMODITY S i-4 CLASS LOCATION UJ STORAGE HEIGH _ AREA —_ _ AISLE WIDTH < STORAGE METHOD:SOLID PILED % PALLETI % RACK N ❑ SINGLE ROW ❑ CONVENTIONAL PALLET AUTOMATIC STORAGE ❑ ENCAPSULATED ❑ DOUBLE ROW ❑ SLAVE PALLET ❑ SOLID SHELVING ❑ NON- 0 ❑ MULTIPLE ROW ❑ OPEN p ENCAPSULATED Y -- FLUE GIN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING ir O LONGI AL TRANSVERSE FT_ ___ IN. V IZONTAL BARRIERS PROVIDED SPOKANE,WA OFFICE VANCOUVER,WA OFFICE TEL(509)926-3429 TEL(360)G99-4403 FAX(509)926.3708 PATRIFP099CF FAX(360)699-4485 4� I .. 0 o as C4 v a a a `" x 6 Wco a.20 O O D O � 00 a - IT Ln O d'0 a wN 0 IN w _C L o .IM � �1. L. N 3 (p Ul O Q. 4. d �.. a.L, . 000 • O O 0 O 0 0 -- 4GO r. CL f4 o rp ... 4) •° v m • � .-0 +1 3 (n w w IL C� O - - -- to D_ CLCLd (D C7 L7 co a) 000 — O O O r 1 000 ri N) Ul co O m N Ln N d (L I... OD OD W �o r�i rni a - -- -- - — -- c 'D a O ca m o w r1 � �• o W W L� L 13 O , O N W — L N (n E IN © • O E y O P 0 F- o to C 4- L -0 W +1 O �' d'a O O O w O O O w O w O in O IA O to O � a W) a N N w e- O O � aN.- � � O O O O O CQ ti ti t0 t0 1l1 (ISd)9AnsgQJd i :� 1 it I-611 MIE7-Z" SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 1 4T DEVELOPMENT Above Mezzanine Storage Room - 0 .20/1500 Density FLOW TEST RESULTS Water Supply STATIC 89 .00 PSI RESIDUA, 70 .00 PSI @ 2000 .00 GPM CITY PRESSURE AVAILABLE AT 581 .1 GPM 87 .07 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE - - - - - -- --- - --- - - - - -- - - - - - - - - 101 19 .14 18 .00 5 .60 11.68 102 19 . 07 18 .00 5 .60 11 .59 103 19 .00 18 .00 5 .60 11.51 104 18 .70 18 .00 5 .60 11 .15 105 18 .63 18 .00 5 .60 11 .07 106 18 .57 18 .00 5 .60 10 .99 107 18 .41 18 .00 5 .60 10 .81 108 18 .34 18 .00 5 .60 10 .73 109 18 .28 18 .00 5 .60 10 .65 110 18 .24 18 . 00 5 .60 10 . 61 ill 18 . 17 18 . 00 5 .60 10 .53 112 18 . 10 18 .00 5 .60 10 .45 113 18 . 16 18 .00 5 .60 10 .51 114 18 .09 18 .00 5 .60 10.43 115 18 .02 18 .00 5 .60 10 .36 116 18 . 13 18 .00 5 .60 10 .48 117 18. 06 18 .00 5 .60 10 .40 118 18 .00 18 .00 5 .60 10 .33 TOTAL WATER REQUIRED FOR SYSTEM 331.10 GPM OUTFLOWS AT 60 100 .00 GPM OUTFLOWS AT 2 150 .00 GPM TOTAL WATER REQUIREMENT 581. 10 GPM PRESSURE REQUIRED AT 0 37 .18 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 12 TO 20 9 .48 FPS :- i r �I I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 2 4T DEVELOPMENT Above Mezzanine Storage Room - 0 .20/1500 Density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary Prom To GPM IN Devices Ft PSI/Ft PSI 115 118 2 .203 L 9 .00 C=120 PT 10 .33 (118) Q 18 . 00 F=0/0 F 0 . 00 PE 0 . 00 BN T 9 .00 0 .0029 PF 0 .03 112 115DQ 18 .02 2 .203 L 9 . 00 C=120 PT 10 .36 (115) Q 36. 02 F=0/0 F 0.00 PE 0 . 00 BN T 9 .00 0 .0104 PF 0 .09 109 112DQ 18.10 2 .203 L 9 . 00 C=120 PT 10 .45 (112) Q 54 .13 F=0/0 F 0 . 00 PE 0. 00 BN T 9 .00 0 .0221 PF 0 .20 106 109DQ 18 .28 2 .203 L 9 .00 C=120 PT 10.65 (109) Q 72 .40 F=0/0 F 0 . 00 PE 0. 00 BN T 9 .00 0 .0379 PF 0.34 103 106DQ 18 .57 2 .203 L 9 .00 C=120 PT 10 . 99 (106) Q 90.97 F=0/0 F 0 .00 PE 0 .00 BN T 9 .00 0 .0578 PF 0 .52 67 103DQ 19 .00 2 .203 L 35 .25 C=120 PT 11 .51 (103) Q 109 .97 F=0/0 F 0 . 00 PE 0 .00 BN T 35 .25 0 .0821 PF 2 .89 64 67 2 .203 L 5 .92 C=120 PT 14 .40 ( 67) Q 109 .97 F=0/0 F 0. 00 PE 0.00 BN T 5 . 92 0 .0821 PF 0 .49 54 64 2 .703 L 4 .33 C=120 PT 14 . 89 ( 64) Q 109 . 97 F=T F 20 .00 PE 0 .00 BN T 24..33 0 .0303 PF 0 .74 PT 15 . 63 ( 54) -- - ---- - - - - - --- - - - 114 117 2 .203 L 9 .00 C=120 PT 10 .40 (117) Q 18 .06 F=0/0 F 0 . 00 PE 0 .00 BN T 9 .00 0.0029 PF 0 .03 111 114DQ 18 .09 2 .203 L 9 . 00 C=120 PT 10 .43 (114) Q 36 .15 F=0/0 F 0 .00 PE 0 . 00 BN T 9 .00 0 .0105 PF 0.09 108 111DQ 18. 17 2 .203 L 9 .00 C=120 PT 10 .52 (111) Q 54.32 F=0/0 F 0 . 00 PE 0.00 BN T 9 .00 0 .0223 PF 0,.20 105 108DQ 18 .34 2 .203 L 9 . 00 C=120 PT 10 .72 (108) Q 72 . 66 F=0/0 F 0 .00 PE 0 .00 BN T 9 .00 0 . 0382 PF 0 .34 .. I I SUBMITTAL SERIAL NO:3090HX27 05-11-2005 PAGE 3 4T DEVELOPMENT Above Mezzanine Storage Room - 0 .20/1500 Density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 102 105DQ 18 .63 2 .203 L 9 .00 C=120 PT 11 . 06 (105) Q 91.29 F=0/0 F 0 .00 PE 0. 00 BN T 9 .00 0 .0582 PF 0 .52 66 102DQ 19 . 07 2 .203 L 35 .25 C=120 PT 11.58 (102) Q 110.35 . F=0/0 F 0 .00 PE 0 . 00 BN T 35 .25 0 .0827 PF 2 .92 63 66 2 .203 L 5 .92 C=120 PT 14 .50 ( 66) Q 110 .35 F=0/0 F 0 .00 PE 0.00 BN T 5 .92 0 .0827 PF 0 .49 53 63 2 . 703 L 4 .33 C=120 PT 14 .99 ( 63) Q 110 .35 F=T F 20 . 00 PE 0 .00 BN T 24 .33 0 .0305 PF 0 .74 PT 15 .73 ( 53) -- - - - ---- - - - - - -- -- 113 116 2 .203 L 9 .00 C=120 PT 10.48 (116) Q 18.13 F=0/0 F 0 .00 PE 0 .00 BN T 9 .00 0 .0029 PF 0 .03 110 113DQ 18 . 16 2 .203 L 9 .00 C=120 PT 10 .51 (113) Q 36 .29 F=0/0 F 0 . 00 PE 0 .00 BN T 9 .00 0 .0106 PF 0 .10 107 110DQ 18 .24 2 .203 L 9 .00 C=120 PT 10 .61 (110) Q 54 .53 F=0/0 F 0 .00 PE 0 .00 BN T 9 .00 0 .0224 PF 0 .20 104 107DQ 18 .41 2 .203 L 9 .00 C=120 PT 10 . 81 (107) Q 72 . 94 F=0/0 F 0 .00 PE 0 .00 BN T 9 .00 0 .0384 PF 0 .35 101 104DQ 18 .70 2 .203 L 9 .00 C=120 PT 11.16 (104) Q 91.64 F=0/0 F 0 .00 PE 0 .00 BN T 9 .00 0.0586 PF 0 .53 65 101DQ 19 .14 2 .203 L 35 .25 C=120 PT 11 . 69 (101) Q 110. 78 F=0/0 F 0.00 PE 0 .00 $N T 35 .25 0 .0833 PF 2 .94 62 65 2 .203 L 5 .92 C=120 PT 14 . 63 ( 65) Q 110. 78 F=0/0 F 0 .00 PE 0 .00 BN T 5 .92 0 .0833 PF 0 .49 52 62 2 . 703 L 4 .33 C=120 PT 15 .12 ( 62) Q 110. 78 F=T F 20 .00 PE 0 .00 BN T 24 .33 0 .0307 PF 0 .75 PT 15 .87 ( 52) i SUBMITTAL SERIAL NQ:3090HY27 05-11-2005 PAGE 4 4T DEVELOPMENT Above Mezzanine Storage Room - 0 .20/1500 Density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI -- - -- - - - - - --- -- - - - 4� 53 2 .703 L 4 .13 C=120 PT 15.74 ( 53) Q 60 .27 F=T F 20 .00 PE 1.79 RN T 24 .13 0.0100 PF 0.24 44 43DQ -45 .54 4 .310 L 10 . 00 C=120 PT 17.77 ( 43) Q 14 .73 F=0/0 F 0 . 00 PE -0 .10 CM T 10 .00 0 .0001 PF 0 . 00 60 44DQ 61. 88 4 .310 L 3 .50 C=120 PT 17 .67 ( 44) Q 76 .60 F=0/0 F 0 .00 PE 0. 00 CM T 3 .50 0.0016 PF 0. 01 61 60DQ 100 . 00 4 .310 L 2 .50 C=120 PT 17 . 68 ( 60) Q 176. 60 F=0/0 F 0 . 00 PE 0 . 00 CM T 2 .50 0 .0075 PF 0 .02 45 61 4 .310 L 4 . 00 C=120 PT 17.70 ( 61) Q 176 .60 F=0/0 F 0. 00 PE -0 .10 CM T 4 .00 0.0075 PF 0.03 46 45DQ -37 .96 4 .310 L 10 . 00 C=120 PT 17 . 63 ( 45) Q 138 .65 F=0/0 F 0 . 00 PE -0.10 CM T 10 . 00 0 .0048 PF 0 .05 47 46DQ -35 .90 4 .310 L 10 . 00 C=120 PT 17 .58 ( 46) Q 102 . 74 F=0/0 F 0 .00 PE -0.10 CM T 10 .00 0 .0028 PF 0.03 48 47DQ -34.69 4 .310 L 10 .00 C=120 PT 17 .51 ( 47) Q 68 .06 F=0/0 F 0 . 00 PE -0 . 10 CM T 10 . 00 0 .0013 PF 0 .01 49 48DQ -34 . 11 4 .310 L 10 . 00 C=120 PT 17.42 ( 48) Q 33 .95 F=0/0 F 0 . 00 PE -0.10 CM T 10 .00 0 .0004 PF 0.00 59 49 2 .703 L 4 .13 C=120 PT 17.32 ( 49) Q 33 .95 F=T F 20 . 00 PE -1.79 RN T 24 . 13 0 .0034 PF 0 .08 39 59 2 .703 L 143 . 67 C=120 PT 15 .61 ( 59) Q 33 .95 F=T/T F 40 .00 PE 0. 00 BL T 183 .67 0 .0034 PF 0.62 29 39 2 .703 L 4 . 13 C=120 PT 16.23 ( 39) Q 33 .95 F=T F 20 .00 PE 1. 79 RN T 24.13 0 .0034 PF 0 .08 i SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 5 4T DEVELOPMENT Above Mezzanine Storage Room - 0 ,20/1500 Density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 28 29 4 .310 L 10 .00 C=120 PT 18 .10 ( 29) Q 33 .95 F=0/0 F 0 . 00 PE 0 . 10 CM T 10 .00 0 .0004 PF 0 . 00 PT 18 .20 ( 28) -- - -- - - --- ---- --- - 58 48 2 .703 L 4 .13 C=120 PT 17 .44 ( 48) Q 34 . 11 F=T F 20 .00 PE -1.79 RN T 24 .13 0 .0035 PF 0 .08 38 58 2 .703 L 143 .67 C=120 PT 15 .73 ( 58) Q 34.11 F=T/T F 40 .00 PE 0 .00 BL T 183 .67 0 .0035 PF 0 .64 28 38 2 .703 L 4 .13 C=120 PT 16 .37 ( 38) Q 34 .11 F=T F 20 .00 PE 1.79 RN T 24 .13 0 .0035 PF 0 .08 27 28DQ 33 .95 4 .310 L 10 .00 C=120 PT 18.24 { 28) Q 68 .06 F=0/0 F 0.00 PE 0 .10 CM T 10 .00 0 .0013 PF 0 .01 PT 18 .35 ( 27) - - -- -- - - - -- - - - - - -- 57 47 2 .703 L 4 .13 C=120 PT 17 .52 ( 47) Q 34 .69 F=T F 20 .00 PE -1. 79 RN T 24 .13 0 .0036 PF 0 . 09 37 57 2 . 703 L 143 .67 C=120 PT 15 . 82 ( 57) Q 34 . 69 F=T/T F 40 .00 PE 0 . 00 BL T 183 .67 0 .0036 PF 0 .66 27 37 2 .703 L 4.13 C=120 PT 16 .48 ( 37) Q 34.69 F=T F 20 .00 PE 1.79 RN T 24 .13 0 .0036 PF 0.09 26 27DQ 68 .06 4 .310 L 10 .00 C=120 PT 18 .36 ( 27) Q 102 .74 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0028 PF 0 .03 PT 18 .49 ( 26) ----- --- ------ -- - - 56 46 2 .703 L 4 .13 C=120 PT 17 .59 ( 46) Q 35 .90 F=T F 20 . 00 PE -1. 79 RN T 24 .13 0 .0038 PF 0 .09 36 56 2 .703 L 143 ,67 C=120 PT 15 . 89 ( 56) Q 35.90 F=T/T F 40 .00 PE 0.00 BL T 183 .67 0 .0038 PF 0 .70 i I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 6 4T DEVELOPMENT Above Mezzanine Storage Room - 0 .20/1500 Density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 26 36 2 .703 L 4 . 13 C=120 PT 16 .59 ( 36) Q 35 . 90 F=T F 20 . 00 PE 1 .79 RN T 24 . 13 0 .0038 PF 0 .09 25 26DQ 102 .74 4 .310 L 10 . 00 C=120 PT 18 .47 ( 26) Q 138 .65 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0048 PF 0 .05 PT 18 .62 { 25) - - - - - - --- -- - - - -- - - 55 45 2 .703 L 4 .13 C=120 PT 17 .63 ( 45) Q 37.96 F=T F 20 .00 PE -1 .79 RN T 24 .13 0.0042 PF 0 .10 35 55 2 .703 L 143 . 67 C=120 PT 15 .94 ( 55) Q 37 .96 F=T/T F 40 . 00 PE 0 .00 BL T 183 .67 0 . 0042 PF 0 .77 25 35 2 .703 L 4 . 13 C=120 PT 16 .71 ( 35) Q 37 . 96 F=T F 20 .00 PE 1 .79 RN T 24 .13 0 .0042 PF 0 .10 24 25DQ 138 .65 4 .310 L 10 .00 C=120 PT 18 .60 ( 25) Q 176 . 60 F=0/0 F 0 . 00 PE 0 .10 CM T 10 . 00 0.0075 PF 0 .07 PT 18 .77 ( 24) --------- -- --- - - - - 34 54 2 .703 L 143 . 67 C=120 PT 15 .63 ( 54) Q 48 . 09 F=T/T F 40 . 00 PE 0 .00 BL T 183 .67 0 .0066 PF 1 .21 24 34 2 .703 L 4 . 13 C=120 PT 16 .84 ( 34) Q 48 . 09 F=T F 20. 00 PE 1 .79 RN T 24 .13 0 .0066 PF 0 .16 23 24DQ 176 . 60 4 .310 L 10 . 00 C=120 PT 18 .79 ( 24) Q 224 . 70 F=0/0 F 0. 00 PE 0 .10 CM T 10 .00 0 . 0117 PF 0 .12 PT 19 .01 ( 23) - -- - - --- - - -- - - - - - -- 33 53 2 .703 L 143 .67 C=120 PT 15 .74 ( 53) Q 50 . 08 F=T/T F 40 . 00 PE 0 .00 BL T 183 . 67 0 .0071 PF 1 .30 23 33 2 .703 L 4 .13 C=120 PT 17 .04 ( 33) Q 50 .08 F=T F 20.00 PE 1.79 RN T 24 .13 0 .0071 PF 0 .17 1 I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 7 4T DEVELOPMENT Above Mezzanine Storage Room - 0 .20/1500 Density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 22 23DQ 224 .70 4 .310 L 10 .00 C=120 PT 19 . 00 ( 23) Q 274 . 78 F=0/0 F 0 . 00 PE 0 .10 CM T 10 .00 0 .0170 PF 0 .17 PT 19 .27 ( 22) - - -- - --- - -------- - 32 52 2 .703 L 143 .67 C=120 PT 15 .86 ( 52) Q 52 .74 F=T/T F 40 . 00 PE 0 . 00 BL T 183 .67 0 .0078 PF 1.43 22 32 2 .703 L 4 .13 C=120. PT 17 .29 ( 32) Q 52 .74 F=T F 20 .00 PE 1 .79 RN T 24 .13 0 .0078 PF 0 .19 21 22DQ 274 .78 4 .310 L 10 .00 C=120 PT 19 .27 ( 22) Q 327 .52 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0235 PF 0 .23 PT 19 .60 ( 21) -- -- - -- - - - - - - --- - - 42 43 4 .310 L 10 .00 C=120 PT 17 .77 ( 43) Q 45 .54 F=0/0 F O . QO PE 0 .10 CM T 10 .00 0 .0006 PF 0 .01 41 42DQ 58 .04 4 .310 L 10 .00 C=120 PT 17 .88 ( 42) Q 103 .58 F=0/0 F 0 .00 PE 0 . 10 CM T 10 .00 0 .0028 PF 0 .03 51 41DQ -54 .17 2 .703 L 4 .13 C=120 PT 18 . 01 ( 41) Q 49 .41 F=T F 20 .00 PE -1 . 79 RN T 24 .13 0 .0069 PF 0 .17 31 51 2 .703 L 143 .67 C=120 PT 16 .39 ( 51) Q 49 .41 F=T/T F 40.00 PE 0 .00 BL T 183 .67 0 . 0069 PF 1.27 21 31 2 .703 L 4 .13 C=120 PT 17 .66 ( 31) Q 49 .41 F=T F 20 .00 PE 1 . 79 RN T 24 .13 0 . 0069 PF 0 .17 20 21DQ 327 .52 4 .310 L 10 .00 C=120 PT 19 . 62 ( 21) Q 376 . 93 P=0/0 F 0.00 PE 0 .10 CM T 10 .00 0 .0305 PF 0 .31 PT 20 . 03 ( 20) - -- - --- - - - - - ---- - - - 40 41 4 .310 L 10 .00 C=120 PT 17 .99 ( 41) Q 54 . 17 F=0/0 F 0 .00 PE 0 .10 CM T 10 .00 0 .0008 PF 0 .01 .� I I SUBMITTAL SERIAL NO:3090HY27 05-11-2005 PAGE 8 4T DEVELOPMENT Above Mezzanine Storage Room - 0 .20/1500 Density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 50 40 2 . 703 L 4 .13 C=120 PT 18 .10 ( 40) 54 .17 F=T F 20 . 00 PE -1. 79 RN T 24 .13 0 .0082 PF 0 .20 30 50 2 . 703 L 143 . 67 C=120 PT 16 .51 ( 50) Q 54,17 F=T/T F 40 .00 PE 0 .00 EL T . 183 . 67 0 .0082 PF 1.51 20 30 2 . 703 L 4 .13 C=120 PT 18 . 02 ( 30) Q 54 . 17 F=T F 20 . 00 PE 1. 79 RN T 24 .13 0 .0082 PF 0 .20 PT 20 .01 ( 20) ---- - -- - ----- - - --- 44 54 2 .703 L 4 .13 C=120 PT 15 . 63 ( 54) Q 61. 88 F=T F 20 .00 PE 1.79 RN T 24 .13 0 .0105 PF 0 .25 PT 17 .67 ( 44) ----- - - - - - -- - - - - - - 42 52 2 .703 L 4 .13 C=120 PT 15 .86 ( 52) Q 58 .04 F=T F 20 .00 PE 1.79 RN T 24 . 13 0 .0093 PF 0 .22 PT 17 .87 ( 42) ---- -------- - - ---- - 3 2 8 .270 L 790 .00 C=140 PT 36 .56 ( 2) Q 226 .03 F=2GV, 2T F 106 .00 PE 0.00 LU T 896 .00 0 .0004 PF 0 .36 1 3 8 .270 L 727 .00 C=140 PT 36 .92 ( 3) Q 226.03 F=T,GV F 53 .00 PE 0 . 00 LU T 780 .00 0 .0004 PF 0 .31 PT 37 .23 ( 1) - --- - --- - --------- 1 2 8 .270 L 597.00 C=140 PT 36 . 56 ( 2) Q 355 .08 F=2T, 3GV,E F 130 .00 PE 0 .00 LU T 727 .00 0 .0009 PF 0 .65 PT 37 .21 ( 1) -------- - -- - - -- - - - 12 20 4.310 L 14 .00 C=120 PT 20 ,00 ( 20) Q 431 .10 F=3E F 45.00 PE 0 . 00 FM T 59 . 00 0 .0391 PF 2 .31 10 12 6 .357 L 20 .00 C=120 PT 22 .31 ( 12) Q 431.10 F=T F 25 .00 PE 8 . 67 FR T 45 .00 0 .0059 PF 0 .27 9 10 8 .249 L 2 .00 C=120 PT 31.25 ( 10) Q 431. 10 F=0/0 F 0 .00 PE 0 . 00 FR T 2 .00 0 .0017 PF 0 .00 I SUBMITTAL SBRIAL NO:3090HY27 05-11-2005 PAGE 9 4T DEVELOPMENT Above Mezzanine Storage Room - 0 .20/1500 Density Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 8 9 8 .249 L 2 .17 C=120 PT 31.25 ( 9) Q 431 .10 F=E F 13 .00 PE -0 .29 FR T 15 .17 0 .0017 PF 0 .03 7 8 8 .249 L 11.55 C=120 PT 30 .99 ( 8) Q 431 .10 F=0/0 F 0 .00 PE 5 .00 FR T 11.55 0 .0017 PF 0 .02 COMMENT: Elevation is for loss thru backflow device 6 7 8 .249 L 0 .50 C=150 PT 36 .01 ( 7) Q 431 .10 F=0/0 F 0 .00 PE 0 .22 FR T 0 .50 0 .0011 PF 0 .00 5 6 10 .370 L 0 .50 C=150 PT 36 .23 ( 6) Q 431 .10 F-0/0 F 0 . 00 PE 0 .22 FR T 0 .50 0 .0004 PF 0 .00 4 5 10 .280 L 37 . 00 C=140 PT 36 .45 ( 5) Q 431.10 F=T,E F 94 .00 PE 0.00 UN T 131.00 0 .0004 PF 0.05 2 4 10 .280 L 145 .00 C=140 PT 36 .50 ( 4) Q 431 . 10 F=GV F 7 . 00 PE 0 .00 UN T 152 .00 0 .0004 PF 0 .06 PT 36 .56 ( 2) 0 1 12 .340 L 1.00 C=140 PT 37 . 18 ( 1) Q 581 .10 F=0/0 F 0 .00 PE 0 .00 UN T 1 .00 0 .0003 PF 0 .00 PT 37 .18 ( 0) i UL/LL/LUUD UA:Jn VAA OUD JUO OU00 LUKN "LLAl1Vb lgjUUl/UUl WILKINS Model 450DADGWIC a �+ Spam Double Check Detector Assembly SPECIFICATION SUBMITTAL SHEET APPLICATION Designed for installation on potable water lines in fire sprin- kler systems to protect against both backsiphonage and backpressure of polluted water into the potablfa water sup- ply. Assembly shall provide protection where a potential health hazard does not exist. STANDARDS COMPLIANCE FEATURES (unless otherwise noted,applies to sues 4"thru 8") Sizes: ❑ 4" ❑ 6" ❑8" ASSEG Listed 1048 • CSAS Certified(4"&6") Maximum working water pressure 175 PSI 0 AWWA Compliant C 510 (4"&6") Maximum working water temperature 140°F 0 LIL®Classified Hydrostatic test pressure 350 PSI & C-UL®Classified End connections(Grooved for steel) AWWA C606 FMOApproved Victaullc grooved end butterfly valves(standard) 0 Approved by the Foundation for Cross Connection ACCESSORIES Control and Hydraulic Research at the Universityof ❑ Repair kit(rubber only) Southern California ❑ Thermal expansion tank(Model WKTP) MATERIALS ❑ Valve setter(Model FLS or MJS or MJFS) ❑ QT-SET Quick Test Fitting Set Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approvedfusion epox,finish Fasteners Stainless Steel, 300 Seria:, Elastomers EPDM(FDA approved) Buna Nitrile(FDA approved) �1 Polymers NORYLTM,NSF Listed Q B Springs Stainless steel, 300 series G _ C - --. A DIMENSIONS&WEIGHTS(do not include pkg.) MODEL DIMENSIONS (approximate) WEIGHT 450DABGVIC B B LESS WITH SIZE A WITH GATE LESS GATE C D BFLY BFLY VALVES VALVES VALVES VALVES in. mm in. mm in. mm in. I mm in. I mm in. mm lbs. kg lbs. I kg 4 100 18 5/16 465ff429/1 705 21 533 9 112 241 8 203 105 47.7 143 65 6 150 1811/16 475 816 25 635 10 1/2 267 10 254 174 79 230 104 8 200 29 737 1081 34 7/16 845 13 330 13 330 402 182.5 524 238 (Patent No. 5,91 3M1) .. • Page 1 of 2 - r MnK1 Tn• PDr�• t ` . . ` ~ - ^ ' / / - *o � - / � - / ^ - / ^ / / / ^ ' .. - � / . / r � r.6 | . . , / � Bulletin 157 Rev.D ® Model F3QRco CD Quick Response Dry Sprinklers Features ° 1. The Model F3QR sprinkler utilizes Belleville Spring Y Closure Technology. Reliable is the first in the in- ' dustry to produce a Quick Response Dry Con- �. cealed sprinkler utilizing this technology. c 2. Styles available j • Pendent • Recessed Pendent • Concealed • Horizontal Sidewall • Recessed Horizontal Sidewall is 't 3. 11/2"(38mm)escutcheon adjustment on pendent Concealed sprinkler. 4. 1/2' (13mm) escutcheon adjustment on recessed sprinkler with push-on/ thread-off FP Model Es- cutcheon ring. 5. Y"(9.5mm)cover plate adjustment on concealed sprinklerwith push-on/thread-off CCP Cover Plate. 6. Attractive appearance. Employs 3mm frangible glass bulb and galvanized nipple. 7. Lengths available to accommodate installation di- mensions from 2'-to-48"(51 mm-to- 1219mm), Recessed Pendent in'/d' (6mm) increments. 8. Available in a variety of plated and painted finishes. U.S. Patent Numbers 5,775,431 and 5,967,240. Approvals 1. Listed by Underwriters Laboratories Inc. and ­-'� UL Certified for Canada cULus Style Response Sprinkler Hazard Pendent � Type Recessed Pendent CCP Concealed Wet Pipe (R5714) Quick D P Light Pendent Horizontal Sidewall All ryPreact�ion Ordinary Recessed Horizontal Sidewall (R5734) 2. Certified by FM Approvals Style Response Sprinkler Hazard stem T Wet Pipe, Light Pen(R57dent 14) Quick Si lencd Interlock Ordinary, Preaet J Horizontal Sidewall Wet Pipe (R5734) Quick Singgle Interlock Light Preaction 3. NYC MEA 258-93-E —rrt—r Horizontal Sidewall The Reliable Automatic Sprinkler Co.,Inc., 525 North MacQuesten Parkway,Mount Vernon,New York 10552 Model F30R Dry Pendent Sprinkler EA--ni m 2'to 48"(51mnn to 1219mm)in A-(67nrn)increments Finishes(") Inlet Protrusion El"led Above Inside Pipe S rinkler Escutcheon Bronze Brass }� lipl— Chrome Plated Chrome Plated ► - White Painted" White _ `-� ' " r 1 ll~ — Other finishes and colors are available on special ordersystem Tee Consult factory for details. Z'White painted sprinklers will have chrome plated cans. 2 1/e"Dl I I"NPT [D4Ammj "A"Dimension M.7n Pnierq Adjuslrnenl nongf [ Standard Temperature Ratings +1/4 [.6.4mm) 1 43/64'Dia. -1 1/4"[-31,Dmm] [42.5rn 1 1/2"[30.11-1 i Total Adjustment Sprinkler 506.41er Co. 1ceaing 1 1/4"[31.Bmm] Temperature Max Bulb I---:=� 1/4"[0.4mm] Classification Rating Ambient Tem . Color 1�-- Escutcheon Escutcheon r CeKna Ad]ustmant Ordinary 135°F (57°C) 100°F (38°C) Orange Ordinary 155°F (68°C) 100°F (38°C) Red Intermediate 200°F (93°C) 150°F (66°C) Green High 286°F 141°C 225°F 107°C Blue Nominol Position of Escutcheon [41.3mm] I 1/4"[6.4mm] Protrusion 3" Dia. [76.2mm] 157MOI-C Sprinkler Guard: Model C-2 Sprinkler Installation Wrench Note: The sprinkler Can protrudes'/41'when escutcheon is Model G3 Sprinkler Wrench in nominal position. Escutcheon adjustment pro- Sprinkler Identification Number (SIN): R5714 vides+1/411(I-6mm)to -1'/4"(-32mm)"A"dimension adjustment range. Model F30R Dry Recessed Pendent Sprinkler "A"Dim. I 3%L'li 48"(89mt to 1219n n)in'/d'(6mm)incrernen s ----- i� Inlet Protrusion Elevated c__== -- -' -'----r--'pl, a;b Finishes('' Above Inside Pipe I �_ yCpltlfll yt 1 1 S rinkler Escutcheon Bronze Brass L Chrome Plated Chrome Plated System Tee White Painted White - Other finishes and colors are available on special order. Consult 2 I/2' Dia. I" NPT factory for details.Cup remains unfinished.Only the escutcheon tt io3 50rmm�g will contain desired finish. "A" Dimension Adjustment Range 2 19 64" Dia. ' Standard Temperature Ratings [*6.5mm] [5834mm] Sprinkler Temperature Max Bulb Nominal Position Cup A of Escutcheon Classification Ratin Amb]entTem . Color I Cup Assembly Ordinary 135°F (57°C) 100°F (38°C) Orange Escutcheon Ordinary 155°F (68-C) 100°F (38°C) Red Intermediate i 200°F (93-C) 150°F (66°C) Green Ceiling HI h" 286°F 141°C 225°F 107°C Blue 1/4" [6.35mm] Escutcheon Adjustment I 1/4" [6.35mm] L 3 7/32' Dio. Listed and Certified only by cULus Escutcheon Adjustment [81,76mm] 1/2" [12.7mm] - Total Adjustment 157FCf)?-C Sprinkler Installation Wrench Model G3 R/C Sprinkler Wrench Note: Do not install the Model F3QR Dry Pendent Recessed Sprinkler in ceilings which have positive Sprinkler Identification Number (SIN): R5714 pressure in the space above. 2, Model F30R Dry Pendent Concealed Sprinkler "A"Dim. 3/"to 48"(89mm to 1219mm)in 1/4"(6mm) increments Inlet Protrusion Elevated CCP Cover Plate(" Finishes(2) Above Inside Pipe Standard Finishes Special Application Finishes Ally-r r - Chrome Plated Bright Brass Plated __ �� White Black Plated � Black Paint Off White system lee Satin Chrome 10 Utilizes the}2"cover plate with)/,"total adjustment. i 1^ NPT 2' Other finishes and colors are available on special order. Consult factory for details. 2 1/2' D;a. (6.35mm) 'A" Dimension We m Ceiling Standard Tem erature Ratings Adjustment Range t 3/16" 19/19/2 64" ;a. ' Sprinkler [i4.76mm] [ 4 o Di Temperature Cover Plate Max i Classification Rating Temp.Rating Ambient Tem . Nominal Position Sprinkler Ordinary 135°F (57°C) 135°F (57°C) 100°F (38°C) or Coverplote r Cup Assembly Ordinary 155°F (68°C) 135°F (57°C) 100°F (38°C) Coverplote Intermediate 200°F (93°C) 165°F (74°C) 150°F (66°C) r*1 Assembly Hi h" 286°F 141°C 165°F 74°C 150°F 66°C 3/16"[4,76mm] "Listed and Certified only by cULus. Coverplote Adjustment Note: Do not install the Model F3QR Dry Pendent Sprinkler Installation Wrench: Concealed Sprinkler in ceilings which have Model G3 R/C Sprinkler Wrench positive pressure in the space above. Sprinkler Identification Number (SIN): R5714 Model F30R Dry Horizontal Sidewall Sprinkler "A"Dim. 12''to 48"(51 mm to 1219mm)in 1/a"(6mm)increments (1) , 1/2"(SB.lomml Finishes Total Adjustment r, r--•Sprinkler Escutcheon I I o rC.e.i_ling.._.._.. Bronze Brass �� � a• [1olsomm7 pan. Chrome Plated Chrome Plated ,z" [304.e0mm]MMax 4, White Painted ) White Escutchsoo3Adjusttment Other finishes and colors are available on special order. system Tee � Escutcheon Adjustment Consult factory for details. l• NPr I �, White painted sprinklers will have chrome plated can. 1_ , "'�' [53 l/32 f Standard Temperature Ratin s r ——— — [76.20mm] t Sprinkler Temperature Max Bulb L.(.13e "Classification Ratin AmbientTem Colorem Vfol 1." 1/4" [6.35mm] Ordinary 135°F (57°C) 100°F (38°C) Orange Protrusion Ordinary 155°F (68°C) 100°F (38°C) Redprinkler can Intermediate 200°F (93°C) 150°F (66°C) Green ",4w lmeotn Nominal Position HI h 286°F 141°C 225°F 107°C Blue 9 _c Range « 1/4"[+16.35mm] of Escutcheon Sprinkler Installation Wrench: Note: The sprinkler Can protrudes t/411 when escutcheon is Model G3 Sprinkler Wrench in nominal position. Escutcheon adjustment pro- p vides+'/4"(+6mm)to -1'/4"(-32mm)"A"dimension Sprinkler Identification Number (SIN): R5734 adjustment range. 3. Model F30R Dry Horizontal Recessed Sidewall Sprinkler "A"Dim. I 3'/z'to4g' 89irm to 1219nm in'/d'6rrrn) increments Finishes(" S rinkler Escutcheon E«utdMW -Ib•�^m) 4' 101.6mm 'A, Bronze Brass _SY,tQ1Y1 Tee cup 12.4301 amm�4'u.� Chrome Plated Chrome Plated White Painted White I*NRT _ Other finishes and colors are available on special order. Consult factory for details.Cup remains unfinished."See page 2" i I 21 63.5m 1/2'Ulo. m] Hole in Wall L 2 19/64"Mo. ..i [OE.3mm] e 1/2•[12.Tmm) Standard Temperature Ratings Ad;�=1m ^Ra�9 Escutcheon M}M1mc»t -- — 15MOO 1­1/2"—0 Sprinkler May- -0] Temperature Max. Bulb *I FOR FACTORY MUTUAL(FW) Classification RaUn _Ambient Temp. Color 4•— V FOR UNDERWRITERS LABORATORIES(UL) Ordinary 135°F (57°C) 100°F (38°C) Orange Ordinary 1551E (68°C) 100°F (38°C) Red Intermediate 200°F (93°C) 150°F (66°C) Green High* 2861E 1411C) 225OF 107°C Blue Notes:Do not install the Model F3QR Dry Horizontal * Listed and certified only by cULus. Recessed Sidewall Sprinkler in walls which have positive pressure in their side space. Listed by cULus for Quick Response.Approved Sprinkler Installation Wrench: by FM for Standard Response. p Recessed Horizontal sidewall sprinklers are listed Model G3 R/C Sprinkler Wrench with cULus for installation of min.4"(100mm)-to- Sprinkler Identification Number (SIN): R5734 max.6"(150mm)below ceiling and approved by FM for installation of min.4"(100mm)-to-max. 12"(300mm)below ceiling. Technical Data: Ordering Information Orifice Size: Y2" (15mm) Specify: Thread Size: 1" NPT per ANSI 132.1 Working Pressure: 175 psi (12 bar) 1. Sprinkler Type(select one): Nominal K Factor-US/(Metric): 5.6/(80) (a)Model F3QR Dry Pendent Product Description (b)Model F30R Dry Recessed Pendent Reliable Model F3QR Dry Sprinklers are quick response (c)Model F3QR Dry Concealed Pendent sprinklers utilizing a durable 3mm frangible glass bulb. This (d)Model F3QR Dry Horizontal Sidewall quck response enables these sprinklers to apply water to a (e)Model F3QR Dry Recessed Horizontal Sidewalk fire much sooner than standard response sprinklers of the 2. Sprinkler Temperature Rating. similar temperature rating. 3. Sprinkler Finish. Model F3QR Dry Sprinklers are intended for use in enclosed dry and preaction systems and in enclosed areas subjected 4. Cover Plate/Escutcheon Finish. to freezing temperatures,such as freezers and unheated por- 5. Length: tions inside buildings. "A" Dimension(face of tee to face of ceiling or wall) Environments wherein dry sprinklers are employed can be in (6mm)increments. corrosive.For this reason,Model F3 Sprinklers have a special Note: wax fillet placed in the gap between the cup that supports the bulb and the wrenching boss.This wax will not Interfere with 1. The "A" dimension is based on a nominally gauged the operation of the sprinkler, and it prevents contaminents pipe thread "make-up" of 0.600" (15mm) per ANSI from entering the internal portion of the drop nipple.The wax 62.1 [7Y2 threads approximate) ]. must not be removed. 2. All platings and paintings are decorative and Operation intended for Interior use. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. When the temperature increases sufficiently due to a fire,the bulb shat- ters allowing operating parts to clear the waterway. This en- ables the inlet seal to release air or water and subsequently, cause water flow over the deflector in a uniform spray pattern, controlling or extinguishing the fire. 4. General Installation Instructions In steel pipe, the Model F3QR Dry Sprinklers must be installed only in standard (ANSI B 16.3 class 150 and r " ANSI B 16.4 class 125) pipe tees even at branch line ends. For these and CPVC fittings, the dry sprinkler Should be installed into a fitting and confirmed to have appropriate protrusion into the fitting in accordance with the diagrams. Dry sprinklers must not be installed into HE elbows and into pipe couplings located on drop nipples t r to the sprinklers. The "A' dimension of a dry sprinkler, r° which extends into freezers from wet pipe systems, should be selected to provide at least 14"(356mm)be- tween the freezer's outside wall or ceiling and the wet pipe line. p 1. Cut the specified size hole (see illustrations) for the sprinkler in the ceiling directly in line with the tee. 2. Apply pipe joint compound to the 1" (25mm) pipe Fig. 1 - G3 R/C Wrench threads and install sprinkler using the Model G3 or G3 R/C Sprinkler Wrench as specified. 3.Install the push-on/thread-off escutcheon or cover plate. Note: Installation of the Model F3QR Sprinklers in copper pipe systems is not recommended, as this may reduce the life expectancy of the sprinklers. Model F30R Concealed and Recessed 1 Installation Instructions s • The Model G3 R/C wrench (Fig. 1) is designed to to- rr cate on the wrenching pads of the recessed sprinkler ID while centering in the cup. A standard 'h" drive ratchet may be used to drive this wrench. Figures 1 and 2 show sequentially the insertion of the wrench. First the wrench,with its jaws above the sprinkler de- flector, is moved laterally until centered with the cup. Fig. 2-G3 R/C Wrench Then raise the wrench inside of the cup until its jaws engage the sprinkler's square wrenching pads (Fig. 3). To remove the wrench,follow this procedure in re- verse order. Care should be taken to avoid striking the _ r deflector, with the wrench. • Model G3 Wrench (Fig. 4) is used for installation of y Pendent and Horizontal Sidewall sprinklers. Maintenance -r The Model F3QR Quick Response Dry Sprinklers �lre should be inspected quarterly and the sprinkler system R maintained in accordance with NFPA 25. Do not removes the factory applied thermally sensitive wax fillet between u the bulb supporting cup and the wrenching boss.Do not replace this wax with a substitute substance. An Alter- nate substance may interfere with proper operation of the sprinkler. Do not clean sprinklers with soap and wa- ter,ammonia or any other cleaning fluids. Remove dust Fig. 3 -G3 R/C Wrench by using a soft brush or gently vacuuming. Remove any sprinkler which has been painted(other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers should be maintained to allow quick replacement �. of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper opera- tion or non-operation. Fig. 4-G3 Wrench 5. Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Supertrol electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers Sprinkler escutcheons and guards • Open sprinklers Inspectors test connections • Spray nozzles Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States.Canada and foreign countries Manufactured b The Reliable Automatic Sprinkler Co.,Inc. ® Recycled Heliabld (914) 800) 6 431- Sales Offices Paper (800) 848�051 051 Sales Fax 668-3470 Corporate Offices Revision lines indicate up dated or new data www.rellablesprinkler.com Internet Address E.G.Printed in USA 7/04 PIN9999970175 Bulletin 136 Rev.L co ,ai d Model F1 FR inbiModel F1 FR Recessed Quick Response Sprinklers Model F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall _ , f Horizontal Sidewall — HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent I Recessed Horizontal Sidewall ~ — HSW 1 Deflector Upright Pendent Listings &Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters'Laboratories of Canada(ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 5. NYC BS&A No. 587-75-SA 6. Meets MIL-S-901C and MIL-STD 167-1 7. Verband der Schadenversicherer(VdS, Germany) 8. NYC M EA 258-93-E ` UL Listing Category Sprinklers,Automatic& Open Quick Response Sprinkler Vertical Sidewall Conventional UL Guide Number VNIV Product Description Reliable Models F1 FR and F1 FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1 FR and F1 FR Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This Horizontal Sidewall Recessed Pendent quick response enables the Model F1 FR and F1 FR Recessed HSW 1 Deflector sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. Application The glass bulb consists of an accurately controlled amount Quick response sprinklers are used in fixed fire protec- of special fluid hermetically sealed inside a precisely manufac- tion systems:Wet, Dry,Deluge or Preaction.Care must be tured glass capsule.This glass bulb is specially constructed to exercised that the orifice size,temperature rating,deflector provide fast thermal response.The balance of parts are made style and sprinkler type are in accordance with the latest of brass, copper and beryllium nickel. published standards of the National Fire Protection Asso- At normal temperatures, the glass bulb contains the fluid ciation or the approving Authority Having Jurisdiction. in both the liquid and vapor phases.The vapor phase can Quick response sprinklers are intended for installation as be seen as a small bubble.As heat is applied,the liquid ex- specified in NFPA 13.Quick response sprinklers and stan- pands,forcing the bubble smaller and smaller as the liquid dard response sprinklers should not be intermixed. pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. The temperature rating of the sprinkler is identified by the color of the glass bulb. The Reliable Automatic Sprinkler Co.,Inc.525 North MacQuesten Parkway,Mount Vernon,New York 10552 Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type K Factor Sprinkler Identification Standard-Upright(SSU)and Pendent(SSP) Sprinkler Approval Number SIN Deflectors Marked to Indicate Position us Metric Height Organization SSU SSP 15mm Standard Orifice with "NPT Thread 5.6 80 2.2" 56mm 1,2,3,4,5,6,7 R3625 R3615 20mm Large Orifice with 3 "NPT R3/a Thread 8.0 115 2.3" 58mm 1,2,3,4,7,8 R3622 R3612 17mm Small Orifice with "NPT 2)Thread 4.2 60 2.54" 65mm 1,2,8 R3623 R3613 10mm Small Orifice with "NPT R} Thread 2.8 40 2.54"(65mm) 1,2,8 R3621 R3611 10mm Orifice XLH with R3"Thread 4.2 60 56.1 mm 4,6,7 R3624 R3614 Conventional-Install in Upright or Pendent Position 10mm Orifice XLH with W Thread 4.2 60 56.1 mm R3674 15mm Standard Orifice with}a"'NPT AM Thread 5.6 80 56.1 mm 4,6,7 R3675 20mm Large Orifice with 3/a"API HY4 Ihread 8.0 115 58.4mm 4,7 R3672 .ti � a AV LL r Upright Pendent Upright Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Approval(') Sprinkler Identification Orifice Size US Metric Height Organizations Number(SIN) Y" (15mm) Y,11 NPT R1/2 5.6 80 2.2"(56mm) 1,2,3,4,5,7,8 R3615 17 ,(20mm) Y,11 NPT(R%) 8.0 115 2.31' 58mm 1,2,3 R3612 " (11mm) "NPT(RYz) 4.2 60 2.54" 65mm 1,2,8 R3613 3" (10mm) Y,"NPT R1/2 2.8 40 2.5411(65mm) 1,2,8 R3611 10mm R3a 4.2 T 60 56.1mm 4,7 R3614 Refer to escutcheon data table for approvals and dimensions. 2 114-N&f DN. 1672-1 (19?min] I X 1/2-REDUCER COILAR -L flow =XLER I 1 RACE MA00 rOl`1 AtlMlSi�MMT(° MW a 0� Va 1 040sim 2 27/32'DA (72.2-1 138fTi'010 (1)REFER r0 fWUTCREOI/DATA FABLE FOR APPROVALS AW DWIEW00AS 2. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: K Factor Approval Sprinkler Identification Nominal Orifice Thread Size us Metric Sprinkler Height Organizations Number(SIN) %2" 1/2"NPT(RI/2) 5.6 80 2.2"(56mm) 1,2,3,6,8 R3685 15mm 1/2"NPT(R1/2) 5.6 80 2.2"(56mm) 4(1) LPC Approval is for Pendent position only. Orientation Deflector to Ceiling Dimension(Min.-Max.) Upright 4"-12" 102mm-305mm Pendent 6"-12" 152mm-305mm Vertical Sidewall Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: I Approval Organizations Sprinkler K Factor and Type of Approval Identification Nominal Thread Sprinkler Light Ord(rlary Number Orifice Size US Metric Length Hazard Hazard (SIN) }Z"(15mm) }2"NPT(RI/2) 5.6 80 2.63"(67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE:UL and ULC Listing permits use with F1 or F2 recessed escutcheon. *V-4� Dr Horizontal Sidewall 3. Installation Sprinkler Types Quick response sprinklers are intended for installation Standard Upright as specified in NFPA 13. Quick response sprinklers and Standard Pendent standard response sprinklers should not be intermixed. Conventional The Model F1 FR Recessed Quick Response Sprinklers Sidewall(Vertical, Horizontal HSW1) are to be installed as shown.The Model F1 or F2 Escutch- eons illustrated are the only recessed escutcheons to be Recessed Pendent used with the Model F1 FR Sprinklers. The use of any other Recessed Horizontal Sidewall HSW1 recessed escutcheon will void all approvals and negate all warranties. When installing Model F1 FR Sprinklers,use the Model D Sprinkler Wrench. When installing Model F1 FR Recessed Finishes"'12' Sidewall Sprinklers, use the Model GFR1 Sprinkler Standard Finishes Wrench. Use the Model RC1 Wrench for Installing F I FR Sprinkler Escutcheon Recessed Pendent Sprinklers. Any other type of wrench Bronze Brass may damage these sprinklers. Chrome Plated Chrome Plated(3) I White Polyester Coated White Painted(3) Temperature Ratings Special Application Finishes Sprinkler Sprinkler Escutcheon Classification T ature Max.Ambient Bulb Bright Brass Bright Brass ,C 'IF Black Color Black Plated Black Plated Ordinary 57 135 100°F(38°C) Orange Black Paint Black Paint Ordinary 68 155 100-F(38°C) Red Off White Off White Intermediate 79 175 150-F(66°C) Yellow Satin Chrome Satin Chrome Intermediate 93 200 150-F(66°C) Green High 141 286 225°F(107°C) Blue (t) Other finishes and colors are available on special order. (t) Consult the factory for details. Not available for recessed sprinklers. (2) FM Approvals is limited to bronze and brass,chrome or black plated finishes only. Escutcheon Data (3) FP Push-on/Thread-off escutcheon Face of Fitting Approvals Adjushner>t en to Ceiling or Model Dimension Wall Dimension F1 1,2,4 3a X" ate"_%." Ordering Information 19mm 19mm 5mm-24mm Specify: F2 1,2,3,4,5,7,8 y" 1" %'-'Ys" 1. Sprinkler Model 13mm 25mm) 5mm-17mm s 2. Sprinkler Type FP 1,2 Fully Recessed 11 " 3. Orifice Size Push-on/ 4. Deflector Type Thread-off 1,2 Fully Retracted 1 '6� 24mm 5. Temperature Rating Maintenance 6. Sprinkler Finish The Models F1 FR and F1 FR Recessed Sprinklers 7. Escutcheon Type should be inspected quarterly and the sprinkler system 8. Escutcheon Finish (where applicable) maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other Note: When Model F1 FR Recessed sprinklers are cleaning fluids. Remove dust by using a soft brush or gen- ordered, the sprinklers and escutcheons are packaged tle vacuuming. Remove any sprinkler which has been separately. painted (other than factory applied) or damaged in any way.A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation,sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential ,for damage to sprinklers that.would cause improper-operation or non-operation. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80years,and are installed and serviced bythe most highly qualified and reputa- ble sprinkler contractors located throughout the United States,Canada andloreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. ® Recycled (800)431-1588 Sales Offices aper (800)848-6051 Sales Fax Revision lines indicate updated or new data (914)668-3470 Corporate Offices www.rellablespdnkler.com Internet Address EG.Printed in U.S.A.3/03 P/N9999970027 Bulletin 129Rev.G CD 11mabi p Model G XLO Extra Large Orifice .'R SprinklerCD Extra Large Orifice Sprinkler (SIN R2921) Features The Reliable Model G XLO sprinkler offers the i t- opportunity for: 1. Pipe size reduction ' RASCO 2. Fewer sprinklers ;,: 3. Elimination of booster pumps ._ 4. Increasing densities with existing systems ' 5.Y NPT(R1/2)available for retrofit installations only. This product is intended for use as a standard spray sprinkler in hydraulically designed systems 6.Also includes additional Specific Application listing. with a minimum pressure of 7 psi (0.5 bar) in accor- (See detailed "UL Specification Application listing" dance with the area/density curves of NFPA 13*stan- described on the back page.) dards and for all area/density methods of design as Listings & Approvals: referenced by Factory Mutual (FM) Prevention Data 1. Listed by Underwriters Laboratories, Inc. (UL) Sheets. 2. Listed by Underwriters Laboratories'of Canada(ULC) Design Criteria 3. Approved by Factory Mutual(FM) The following criteria apply when designing an automatic sprin- 4. NYC MEA 258-93-E(NFPA 13*). kler system utilizing the Model G XLO sprinkler for NFPA 13* UL Guide Number applications. Sprinkler spacing shall be a minimum of 6 ft. (1.8m) VNIV Sprinklers with Y2 NPT (R1/2) are to be used for retrofit UL Listing Category applications only. Sprinklers, Automatic&Open Extra Large Orifice Sprinkler discharge pressure per NFPA 13* standards Upright Sprinkler and Specific Application Sprinkler. shall be a minimum of 7 psi (0,5 bar). Technical Data Sprinkler discharge pressure for NFPA 13*standard and all Factory Mutual(FM)applications shall be a minimum of Nominal K Factor Sprinkler Sprinkler Sprinkler p 10 psi(0.7 bar). Type US Metric Height Approvals Identificationum Factory Mutual(FM)Loss Prevention Data Sheets contain Upright 3.14 requirements which differ from NFPA.The Model G XLO 0.64 Orifice with 11.2 160 (gOmm) 1,2,3,4 R2921 is Approved by Factory Mutual for all area/density 3/ NPT R3/a methods of design as referenced by FM Loss Prevention Upright Retrofit Data Sheets. 0.64Orificewith 11.2 160 (8 3.25.25 1,2,3,4 R2921 1/2 NPT R'/z The Model G XLO Extra Large Orifice sprinkler is intended for Note:This product has been tested and listed for storage appli- standard flow/pressure requirements and standard place- cations to qualify its use in lieu of 5.61K or 8.OK Factor sprinklers ment as specified for NFPA storage requirements.The Model for the protection of high-piled storage. G XLO sprinkler is not a"Large Drop"or"ESFR"sprinkler. Product Description The Reliable Model G XLO sprinkler is a center strut Tem erature Ratin s solder in compression extra large orifice upright sprinkler that has been designed to control high chal- sprinkler Maximum Ambient lenge fires in both palletized and rack storage occu- classification Rating Temperature color panties utilizing relatively low water pressures. This T °c °FF38 sprinkler is available with either the standard''/. NPT Ordinary 165 74 100 Uncolored (R 3/)threads for new installations or with Y NPT(R'/z) Intermediate 212 100 150 white threads for retrofit applications. High 286 141 225 Blue It has been proven in full—scale fire testing,has com- plied with the applicable mechanical and hydraulic sections of the latest sprinkler standards and has Fac- *For sprinkler standards prior to 1999 edition of NFPA 13, tory Mutual Approval and Underwriters Laboratories use NFPA standards 231, 231 C, 231 D&231 F. and Underwriters Laboratories' of Canada Listings. The Reliable Automatic Sprinkler Co.,Inc.•525 North MacQuesten Parkway •Mount Vernon •NewYork •10552 Finishes Maintenance Standard Finishes Model G XLO Sprinklers shmild be inspected quarterly and Bronze the sprinkler system maintained in accordance with NFPA Chrome 25. Do not clean sprinklers with soap and water,ammonia or any other cleaning fluids. Remove dust by using a soft brush Special Application Finishes or gentle vacuuming. Remove any sprinkler which has been Lead Plated"' -165 F(74 C),212 F(100 C)and painted(other than factory applied)or damaged in any way. 286 F(141 C)Temp.Ratings A stock of spare sprinklers should be maintained to allow Wax""Z) -165 F(74 C)Clear Wax,212 F quick replacement of damaged or operated sprinklers. Prior (100 C)Brown Wax to installation,sprinklers should be maintained in the original Waxkead -165 F(74 C)Clear Wax, cartons and packaging until used to minimize the potential 212 F 100 C Brown Wax for damage to sprinklers that would cause improper opera- tt'UL Listed only. tion or non-operation. 212 F(100 C)Brown wax may be used on 286 F(141 C)Sprinklers when maximum ambient temperatures do not exceed 150 F(66 C). Ordering Information Specify: The UL Specific Application Listing is: 1. Sprinkler Model The Model G XLO upright sprinkler is intended for use in 2.Temperature Rating accordance with NFPA 13* standards when installed in 3. Finishes accordance with the standard sprinkler positioning and area/density flow calculation requirements as specified in each respective standard. Model G XLO upright sprinklers may also be installed to protect single,double and multiple- Model H Sprinkler Wrench row and portable rack storage of Class I-IV,Groups A and B Use only the Model plastics, cartoned, expanded or unexpanded, as well as sprinkler wrench for exposed unexpanded with a maximum storage height of 20 ft. �, sprinkler removal and installation. Any ocher (6.5m),maximum ceiling height of 25 ft.(8.2m)or 27**ft(8.8m) type of wrench may maximum ceiling height,36 (914mm)minimum deflector to damage the sprinkler. top of storage clearance,design density of 0.60 gprTV fe.(24.7 Umin/m), and a design area of 2000 ff. (186ml for wet systems and 2600 ft'.(242m)for dry systems. I **Note: Maximum 27ft ceilling height is allowed by NFPA 13*, without in-rack sprinklers in a protected area, provided the ceiling sprinklers' discharge is increased to 0.6 gpMM2 in a 2000 ft2 design area. Installation Reliable's Model G XLO sprinkler must be installed r112'NPr) 2-82' s-26'(1/2`NPr) according to NFPA Standards or the appropriate f7:-6mml _ fs2.Bmmj Factory Mutual Loss Prevention Data Sheets for all <%'f4"XPO 2.71- s_I'+-(.11 4'NPT) area/density methods of design as well as the RAsco Authority Having Jurisdiction. The Model GXLO sprinkler meets the NFPA 13*code Stan- dards for approval by Factory Mutual and listings by Under- writers Laboratories&Underwriters Laboratories of Canada. `*—�4T,3mm� f 29F06J *For sprinkler standards prior to 1999 edition of NFPA 13, use NFPA standards 231, 231 C, 231 D &231 F. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and properly for over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by momThe Reliable Automatic Sprinkler Co.,Inc. (800)431-1588 Sales Offices (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)668-3470 Corporate Offices PG.Printed in U.S.A.06/02 P/N9999970022 www.reliablespfinkler.com Internet Address tqCC Fire & ,Building 1` , products Customer Service/Sales: Technical Services:Tel:(800)381-9312/Fax:(800) 791-5500 Tel:(414)570-5000/(800)558-5236 Fax:(414)570-5010/(800)877-1295 Model K17-231 — 16.8 K-factor Upright and Pendent Sprinklers Standard Response, Standard Coverage General right and Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this Description document, as well as with the applica- ble standards of the National Fire Pro- The 16.8 K-factor, Model K17-231, tection Association, in addition to the r Standard Response, Standard Cover- standards of any other authoritieshav- age, Upright and Pendent Sprinklers ing jurisdiction. Failure to do so may (Ref. Figure 1) are automatic sprin- impair the performance of these de- klers of the frangible bulb type. They vices. are "standard response -spray sprin- klers"which produce a hemispherical The owner is responsible for maintain- water distribution pattern below the de- ing their fire protection system and de- flector. vices in proper operating condition. The installing contractor or manufac- < The 16.8 K-factor, K17-231 Sprinklers turer should be contacted with any were subjected to full scale, high-piled questions. storage,fire tests to qualify their use in lieu of 8.0 or 11.2 K-Factor standard �+ spray sprinklers for the protection of Sprinkler high-piled storage. Identification Higher flow rates can be achieved at much lower pressures with the 16.8 Number K-factor, K17-231 Sprinklers — mak ing their use highly advantageous in TY7151 -Upright, 16.8K , high density applications, such as the TY7251 -Pendent,16.8K protection of high-piled storage. ? Applications for the 16.8 K factor, TY7151 is a redesignation for C7151, Model K17-231 Pendent and Upright G1888, and S8040. Sprinklers are expanding beyond the TY7251 is a redesignation for C7251, current listings/approvals.For informa- G1889, and S8041. tion regarding research fire tests which may be acceptable to an Authority Technical Having Jurisdiction,please contact the s Temperature Ratings Technical Services Department. P 9 Data Refer to Table A WARNING Approvals Finish The 16.8 K factor, Model K17-231 Up- UL and C-UL Listed. FM and NYC Ap- Natural Brass proved. (Specific details for laboratory Physical Characteristics listings and approvals given in Table A. y IMPORTANT The approvals apply to the service Frame . . . . . . . . . . . . Bronze Always refer to Technical Data conditions indicated in the Design Cri- Button . . . . . . . . . . . . Bronze Sheet TFP700 for the "INSTALLER teria section.) Sealing Assembly . . . . . . . . . . WARNING" that provides cautions . . . . . . Beryllium Nickel w/Teflont with respect to handling and instal- Maximum Working Pressure Bulb . . Glass(5 mm dia.) lation of sprinkler systems and com- 175 psi (12,1 bar) Compression Screw . . . . . . . . . ponents. Improper handling and in- Pipe Thread Connection • • • • • • • • • • • • • • • • . Brass stallation can permanently damage 3/4 inch NPT or ISO 7-R3/4 Deflector . . . . . . . . . . . . Brass a sprinkler system or its compo- nents and cause the sprinkler to fail Discharge Coefficients tRegistered trademark of DuPont. to operate in a fire situation or cause K= 16.8 GPM/psi l/2 it to operate prematurely. (241,9 LPM/bars 2) Page 1 of 4 JANUARY, 2005 TFP332 Page 2 of 4 TFP332 SPRINKLER FINISH TYPE TEMP. BULB NATURAL LIQUID BRASS 155°F/68°C Red UPRIGHT 200°F/93°C Green 1,2,3,4 K=16.8(TY7151) 286°F/141°C Blue 155°F/68°C Red PENDENT 200°F/93°C Green 1,2,4 K=16.8(TY7251) 286°F/141°C Blue NOTES: 1. Listed by Underwriters Laboratories, Inc.(UL Listed). 2. Listed by by Underwriters Laboratories, Inc.for use in Canada(C-UL Listed). 3. Approved by Factory Mutual Research Corporation(FM Approved). 4. Approved by the City of New York under MEA 177-03-E. TABLE A LABORATORY LISTINGS AND APPROVALS (Refer to the Design Criteria Section) toned expanded Group A or B plastics, • a minimum design area"of 2000 112 Design Criteria with: (186 m2)for wet systems or4500 ft2 UL and C-UL Listing • a storage height of up to 20 feet(6,1 (4 18 m2)for dry pipe systems Requirements m); FM Approval The 16.8 K-factor, Model K17-231 • a maximum ceiling height of 27 feet Requirements (TY7151 &TY7251)Sprinklers may be (8,2 m); The 16.8 K-factor, Model K17-231 installed in accordance with NFPA 13 • a minimum deflector to top of stor- (TY7151) Upright Sprinklers may be standard sprinkler position and age clearance of 18 inches (457 installed in accordance with the appli- area/density flow calculation require- mm); cable "control mode density/area" ments for light, ordinary, or extra haz- guidelines provided by Factory Mutual. and occupancies with a minimum re- a minimum design density of 0.60 (FM guidelines may differ from UL and sidual (flowing) pressure of 7 psi (0,5 gpm/ft2(24,4 mm/min); C-UL Listing criteria.) bar) in wet or dry pipe sprinkler sys- a minimum residual (flowing) pres- tems, or they may be installed in ac- sure of 7 psi(0,5 bar); Operation cordance with NFPA 13 standard a minimum design area of 2000 ft2 sprinkler position and area/density flow calculation requirements for high (186 m2)for wet systems or2600 ft2 The glass bulb contains a fluid that piled storage occupancies(solid piled, (242 m2) for dry pipe systems expands when exposed to heat.When palletized, rack storage, bin box, and Example 2:NFPA 13 provides ceiling the rated temperature is reached, the shelf storage including but not limited only protection (i.e., no in-rack sprin- fluid expands sufficiently to shatter the to Class I-IV and Group A plastics)with klers)criteria using open frame(i.e.no glass bulb, allowing the sprinkler to a minimum residual(flowing)pressure solid shelves)single, double,multiple- activate and flow water. of 7 psi (0,5 bar) for wet or dry pipe row, or portable rack storage (without systems. the need for in-rack sprinkler protec- The following two examples are typical tion) of cartoned or uncartoned unex- of the types of arrangements permitted panded Group A or B plastics, or, car- by NFPA 13. For all combinations of toned expanded Group A or plastics, lesser and greater building heights, with: lesser and greater storage heights, . a storage height of up to 25 feet(7,6 storage arrangements, commodity m); classifications, and lesser or greater a required design densities, refer to maximum ceiling height of 30 feet NFPA 13 for specifics. (9,1 m); Example 1: NFPA 13 provides ceiling • a minimum deflector to top of stor- only protection (i.e., no in-rack sprin- age clearance of 18 inches (457 klers)criteria using open frame(i.e.no mm); solid shelves)single, double, multiple- . a minimum design density of 0.80 row, or portable rack storage (without gpm/ft2(32,6 mm/min); the need for in-rack sprinkler protec- tion) of cartoned or uncartoned unex- panded Group A or B plastics, or, car- sure of 7 psi(0,5 bar); Page 4 of 4 TFP332 Limited ordering Warranty Procedure Products manufactured by Tyco Fire When placing an order,indicate the full Products are warranted solely to the product name. Please specify the original Buyer for ten (10) years Sprinkler Identification Number (SIN), against defects in material and work- quantity,and temperature rating.Refer manship when paid for and properly to the Price List for complete listing of installed and maintained under normal Part Numbers. use and service.This warranty will ex- Contact your local distributor for avail- pire ten (10) years from date of ship- ability. ment by Tyco Fire Products. No war- ranty is given for products or Sprinkler Assemblies with NPT components manufactured by compa- Thread Connections: nies not affiliated by ownership with Specify: (specify SIN), 16.8 K factor, Tyco Fire Products or for products and Model : (spec1 7-23 fy SI(specify temperature components which have been subject rating), (specify Pendent or Upright) to misuse,improper installation,corro- Sprinkler,(specify P/N (specify). sion, or which have not been installed, maintained,modified or repaired in ac- Upright(SIN TY7151) cordance with applicable Standards of 155°F/68°C .............. PSN 51-888-1-155 the National Fire Protection Associa- 200°F/93°C .............. PSN 51-888-1-200 tion, and/or the standards of any other 286°F/141°C ............. PSN 51-888-1-286 Authorities Having Jurisdiction. Mate- pendent(SIN TY7251) rials found by Tyco Fire Products to be 155°F/68°C .............. PSN 51-889-1-155 defective shall be either repaired or 200°F/93°C .............. PSN 51-889-1-200 replaced, at Tyco Fire Products' sole 286°F/141°C ............. PSN 51-889-1-286 option. Tyco Fire Products neither as- sumes, nor authorizes any person to Sprinkler Wrench: assume for it, any other obligation in Specify: W-Type 8 Sprinkler Wrench, connection with the sale of products or P/N 56-892-1-001. 1 parts of products.Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT,TORT,STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE /N LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED.INCLUDING WARRANTIES OF MERCHANTABILITY AND F1T- NESS FOR A PARTICULAR PUR- POSE. TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale, Pennsylvania 19446 TFP332 Page 3 of 4 3/4" NPT 6 5 4 2-3/8" WRENCH 2-3/6" 3 (60,3 mm) FLAT (60.3 mm) 2 1 - i 1 1/2" (12,7 mm) NOMINAL MAKE—IN PENDENT UPRIGHT CROSS SECTION 1 -Frame 4-Bulb Temperature rating is '"Pipe thread 2-Button 5-Compression Screw indicated on deflector. connections per ISO 3-Sealing Assembly 6-Deflector' 7/1 can be provided on special request. FIGURE 1 MODEL K17-231 UPRIGHT(TY7151)AND PENDENT(TY7251)SPRINKLERS Installation Care and - NOTE Maintenance Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of The Model K17-231 Sprinklers must liquid from the bulb. With the sprinkler be maintained and serviced in accord- held horizontal, a small air bubble ance with the following instructions: WRENCH should be present. The diameter of the RECESS air bubble is approximately 1/16 inch NOTE (1,6 mm) for the 155°F/68°C to 3/32 Before closing a fire protection system inch(2,4 mm)for the 286°F/141°C rat- main control valve for maintenance ing. work on the fire protection system that The Model K17-231 Sprinklers must it controls,permission to shutdown the p affected fire protection systems must be installed in accordance with the fol- be obtained from the proper authori- lowing instructions. ties and all personnel who may be FIGURE 1. With pipe thread sealant applied to affected by this action must be notified. W-TYPE 8 SPRINKLER the pipe threads, hand tighten the Sprinklers that are found to be leaking WRENCH Model K17-231 Sprinkler into the or exhibiting visible signs of corrosion sprinkler fitting. must be replaced. The owner is responsible for the in- Automatic sprinklers must never be spection, testing, and maintenance of 2. Using the W-Type 8 Sprinkler painted, plated, coated, or otherwise their fire protection system and de- Wrench (Ref. Fig. 2) applied to the altered after leaving the factory. Modi- vices in compliance with this docu- sprinkler Wrench Flats(Ref. Fig. 1), fied sprinklers must be replaced. ment, as well as with the applicable tighten the Model K17-231 Sprinkler Sprinklers that have been exposed to standards of the National Fire Protec- into the sprinkler fitting. corrosive products of combustion, but tion Association (e.g., NFPA 25), in NOTE have not operated,should be replaced addition to the standards of any other A leak fight3/4 inch NPT sprinkler joint if they cannot be completely cleaned authorities having jurisdiction.The in- Ahould tight obtained with a Torque of nt by wiping the sprinkler with a cloth or stalling contractor or sprinkler manu- to 20 ftbe (1 in to with torque Nm) Higher by brushing it with a soft bristle brush. facturershould be contacted relative to levels of torque may distort the sprin- Care must be exercised to avoid dam- any questions. kler inlet with consequent leakage or age to the sprinklers - before, during, It is recommended that automatic impairment of the sprinkler. and after installation. Sprinklers dam- sprinkler systems be inspected, aged by dropping, striking, wrench tested, and maintained by a qualified twist/slippage, or the like, must be re- Inspection Service in accordance with placed.Also, replace any sprinkler that local requirements and/or national has a cracked bulb or that has lost codes. liquid from its bulb. (Ref. Installation Section). Bulletin 807 Rev.E W Model G 2 /2" 3" 4" & 6" D f 7 (65mm, 80mm, o' 100mm 150mm) < SwingCheck Valves lves m The Right-CheckTM Features 1. Grooved end connections. 2. Compact, lightweight design. 3. Non—slamming, spring loaded clap- per to minimize water hammer. , 4. Approved for horizontal and vertical ~: •T installation. = 5 5. Streamlined body design provides very low friction loss. Figure 1 6. Elastomer faced clapper provides 3. Friction loss, expressed in equivalent length of leak—free, non—sticking sealing. Sch. 40 pipe with C = 120(based on Hazen and General Williams formula): 2/2 7 ft. (65mm-231cm) Reliable Model G Swing Check Valves are multiple 3"- 7 ft. (80mm -213cm) purpose valves performing regular check valve 4"- 10 ft. (100mm-305cm) duties with very low friction loss. All four sizes are 6"- 16 ft. (150mm -488cm) approved for use in fire protection systems. Typical 4. Standard grooved end dimensions per ANSI/AWWA applications include connections between public C606. water supplies and private fire systems, at the rrassure drop vs, .-raw fiats discharge from fire pumps, at gravity tank connections and at fire department pumper -Z connections. The 4" (80mm) Model G Check Valve is provided with a '/2"NPT(R'h) supply side connection (Item 12, Fig.2). This supply side connection is optional for all `!n h� ��� & o other valve sizes and must be specified. Grooved end connections provide fast and easy 2 installation using listed or approved mechanical grooved couplings. Rigid style grooved couplings can be used for positive clamping to resist flexural , ,_5•;; : -; !,;;, and torsional loads. r1ow Rata. 9prn (Orin) Right-CheckTM valves and associated equipment Technical Data should periodically be given a thorough inspection Face—to—Face and test. NFPA 25 provides minimum maintenance valve size Dimensions Shipping weight requirements.Check valves should be inspected and 2Y_"(65mm) 7.03"(178mm) 9 lbs.(4kg) operated at least annually. Parts should be replaced 3"(80mm) 7.62"(193mm) 11 lbs.(5kg) as required. When Model G Swing Check Valves are installed 4"(100mm) 8.44(214mm) 17 lbs.(7.7kg) vertically, the direction of the flow arrow must point 6" (150mm) 10-25(260rnm) 38 lbs.(17.25kg) upward. For horizontal installations, the hinge pin Approvals must be located at the top. 1. Listed by Underwriters Laboratories, Inc. Valve Description 2. Underwriters Laboratories certified for Canada. 1, Rated working pressure 250 psi (17,25 bar). 3. Approved by Factory Mutual Research Corp." 2. Factory hydrostatic test pressure 500 psi(34,5 bar). 4. NYC ME4 258-93-E. Note:1 bar=100 kPa 'FM Approved both a"Single"check valve and"Anti-Water Hammer"check valve The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway,Mount Vernon,New Ybrk10552 I I :+r. its � �.• � � �� 1� . y, ti.� • ZI �t� I • I F. « r I I Parts List-Refer to,Figure 2 Item I Part Number No Part Name Material Quantity 2Jj"(65mm) 3"(80mm) 4"(100mm) 6"(150rn n) 1' Valve Body Gray Iron ASTM-A48 Class 30A 1 91005022 91005023 91005024 91005026 2` Seat Bronze C83600 or C93200.ASTM-13505 1 96020200 96020300 96020400 96020600 3 Clapper Stainless Steel 304.ASTM-A240 1 91816112 91816113 91816114 91816116 4 Facing Seal"' EPDM Rubber 1 95520200 95520300 95520400 95520600 5 Clamping Ring Stainless Steel 304.ASTM-A240 1 95290300 95290300 95290400 95290600 6 Gasket EPDM Rubber 1 93720302 93720302 93720604 93720604 7 SprinQ Stainless Steel 302 ASTM--A313 1 96400300 96400300 96400400 96400600 8 Hinge Pin Stainless Steel 303 ASTM-A582 1 95000280 95000300 95006824 95000600 9 Bolt Stainless Steel 304 ASTM-F593 1 91090300 91090300 91090400 91090600 10 Locknut I Stainless Steel 303 ASTM-F594 1 94911420 94911420 94913816 94913816 11 1 Plug,y"NPT Steel 1 95201800 95201800 95201800 95201800 12 Plug,1z"NPT Steel 1 Optional Optional 98604402 Optional "Replacement Seal Kit 1 6888040025 6888040030 1 6888040040 6888040060 'Not field replaceable. Valve Disassembly 1. Close the main water supply valve and drain the L 11 system. 2. Remove the check valve from the piping system. > > s 2 3. Inspect the Seat (2) for any cuts, scrapes and dents. Replace the valve if any damage is found. 4. To replace the Facing Seal(4),remove the Clapper (3), unscrew the Locknut (10) and remove the Retention Bolt(9). Valve Reassembly 1. Thoroughly clean the Clapper (3). Insert the Retention Bolt(9)with a new Gasket(6). --- - - 2. Place the new Facing Seal (4) and the Clamping Ring (5) against the Clapper (3). Tighten the new I L(x;knut(10)to 21 in.-Ibs. (2.37N-m) torque in 21/2" (63mm) and 3" (76mm) sizes and to 52 in-Ibs. , (5,87N-m) in 4"(101mm)and 6"(152mm)sizes. to 3. Insert the clapper assembly into the valve through 9 the downstream opening.Reinsert the Hinge Pin(8) a r while holding the coils of the properly oriented 3 4 3 Spring (7)in place. Install the hinge pin Plug(11). Figure 2 4. Reinstall the check valve in the system. 5. Place the system back in service. Ordering Information Specify: 1. Model G Right-Check" Valve. 2. Size. 3. 112" NPT(R1/2)optional supply side connection for valve sizes other than 4"(100mm). Contact the installing contractor or Reliable if any difficulties are experienced.Should replacement parts be needed,use only genuine Reliable parts. The equipment presented in this ouuetin's to oe installed in accordance with the latest pert nent Standards of the Nationa�Fire Protection Association:Faclory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and dislributed by Reliable have been protecting life and property for over 80 years,and are installed and serviced by the most highly qualified and I reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. ® Recycled Paper. bld (800) -1588 Sales Offices 84 (800)848--6051 Sales Fax Revision lines indicate updated or new data flella (914)668-3470 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.05/01 P/N9999970071 �. f 1 i �''' / •.���• G P_1 SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1700h : 4T Development (1st floor south 14to15) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 OUTDOOR DB/WB: 83 . 0/ 68.0 F INDOOR DB: 74 .0 F RH: 54 $ Zone Loads & System Information Summary pg 1 LOAD COMPONENT SENSIBLE (Btu/hr) LATENT(Btu/hr) -- --------- - - - - - - -- ----- - - - - - - - - -- -- ------------------------ SOLAR GAIN 3, 582 0 GLASS TRANSMISSION 238 0 WALL TRANSMISSION 914 0 ROOF TRANSMISSION 0 0 TRANS. LOSS TO UNCOND. SPACE 571 0 LIGHTING ( 3, 762 W TOTAL) 12, 840 0 OTHER ELEC. ( 2, 508 W TOTAL) 8, 560 0 PEOPLE ( 25 PEOPLE TOTAL) 6, 145 5, 141 MISCELLANEOUS LOADS 4, 000 0 COOLING INFILTRATION 2,482 1, 729 COOLING SAFETY LOAD 3, 933 687 - - - -------- - - - - - - --- - - - -- -- - - - - - --- -- - - - - ---- -- - - - --- -- - ---- SUB-TOTALS 43, 264 7, 557 NET VENTILATION LOAD ( 502 Cfm) 4, 963 3, 743 SUPPLY FAN LOAD (BHP= 1 .8) 4, 544 0 ROOF LOAD TO PLENUM 0 0 LIGHTING LOAD TO PLENUM 0 0 ------- --- ------ - ----- -- - - -- - - - - - - - -- - -- - - - - - - - -- - -- ---- -- -- - TOTAL COOLING LOADS 52, 771 11, 300 TOTAL COOLING LOAD = 64, 071 Btu/hr or 5 . 34 Ton or 469 .7 sqft/ Ton ZONE TOTAL FLOOR AREA = 2, 508 .00 sqft ZONE OVERALL U-FACTOR = 0 .109 Btu/hr/sgft/F ************************************************************ Transmission and Solar Gain by Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN (sqft) (Btu/hr) (Btu/hr) - ---- - -- - - - - - - - - - ----- - - - - --- - - - ------------ ---------------- GLASS LOADS: NE 0 0 0 E 0 0 0 SE 0 0 0 S 0 0 0 SW 0 0 0 W 48 238 3, 582 NW 0 0 0 N 0 0 0 H 0 0 0 WALL LOADS : NE 0 0 - E 450 342 - SE 0 0 - S 0 0 - SW 0 0 - W 270 572 - NW 0 0 - N 0 0 - i Y� SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1700h : 4T Development (1st floor south 14to15) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 . 1 OUTDOOR DB/WB: 83 .0/ 68 . 0 F INDOOR DB: 74 .0 F RH: 54 Coil Selection Parameters pg 2 COIL ENTERING AIR TEMP. (DB/WB) = 78 .2/ 64 . 8 deg F COIL LEAVING AIR TEMP. (DB/WB) = 55.0/ 54 .4 deg F COIL SENSIBLE LOAD = 52, 771 Btu/hr COIL TOTAL LOAD = 64, 071 Btu/hr COOLING SUPPLY AIR TEMPERATURE = 55 .0 deg F TOTAL COOLING Cfm = 2, 071 Cfm COOLING Cfm/sqft = 0 .83 Cfm/sqft RESULTING ROOM REL. HUMIDITY = 53 $ COIL BYPASS FACTOR = 0 .050 I' II I D HEATING LOAD CALCULATION OUTPUT 4T Development (1st floor south 14to15) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 WINTER DESIGN DRY BULB: 22 .0 F INDOOR DB: 70 .0 F HEATING LOAD SUMMARY Note: Heating load is computed at winter design condition. LOAD COMPONENT LOAD (Btu/hr) - ------------------ - -- - --- - - - -- ---- - - - --------------------- - WALL TRANSMISSION 2, 765 ROOF TRANSMISSION 0 GLASS TRANSMISSION 1, 267 TRANSMISSION LOSS TO UNCOND. SPACES 1, 958 INFILTRATION LOSS 13, 236 SLAB FLOOR 1, 488 HEATING SAFETY Btu/hr 10, 357 -------------------- --- --- -- - -- - - -- - - - - -------------- --- - - - - SUB-TOTAL 31, 071 NET VENTILATION LOSS 26, 471 - - --------------------- - - - ---------- - - --- - ---------------- - - TOTAL HEATING LOAD 57, 542 HEATING SUPPLY Cfm 706 Cfm HEATING SUPPLY AIR TEMPERATURE 110.0 deg F HEATING VENTILATION AIR Cfm 502 Cfm HEATING SEASON ROOM DRY BULB TEMP. 70 .0 deg F ************************************************************ 1 MAX. LOADS 4T Development (1st floor south 14to15) Zone Sensible Zone Total Supply Air No. Month Hour (Tons) (Tons) (Cfm) --- -- - -- -- -- - -------- - --- --- -- - ---- -- - ------ - 1 Jul 1700 4 .40 5 .34 2, 071 2 Aug 1700 4 .39 5 .33 2, 065 3 Jun 1700 4 .31 5 .32 2, 052 4 Jul 1500 4.43 5.24 2, 040 5 Sep 1500 4 .23 4 .95 1, 981 6 Jun 1200 3 .77 4.69 1, 839 7 Jun 900 3 .41 4 .44 1, 812 8 Oct 1300 3 .56 4 .30 1, 793 9 Sep 1000 3 .42 4 .21 1, 798 10 Jun 800 3 .10 3 .99 1, 698 V SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1700h : 4T Development (1st floor west) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 OUTDOOR DB/WB: 83 .0/ 68 .0 F INDOOR DB: 74 .0 F RH: 54 $ Zone Loads & System Information Summary pg 1 LOAD COMPONENT SENSIBLE (Btu/hr) LATENT(Btu/hr) ------------ - - -- - - - ---- - --- - - --- - - --- - - - -- --- - --------------- SOLAR GAIN 4, 776 0 GLASS TRANSMISSION 317 0 WALL TRANSMISSION 1, 772 0 ROOF TRANSMISSION 0 0 TRANS. LOSS TO UNCOND. SPACE 504 0 LIGHTING ( 2, 178 W TOTAL) 7, 434 0 OTHER ELEC. ( 1, 452 W TOTAL) 4, 956 0 PEOPLE ( 15 PEOPLE TOTAL) 3, 557 2, 977 MISCELLANEOUS LOADS 0 0 COOLING INFILTRATION 0 0 COOLING SAFETY LOAD 2, 332 298 - - -- - -- - -- - -- - -- - - - - - -- -- - - -- - - - -- - - - - - -- -- - -- - --- - - -- - - - - - - SUB-TOTALS 25, 647 3, 274 NET VENTILATION LOAD ( 290 Cfm) 2, 874 2, 463 SUPPLY FAN LOAD (BHP= 1.1) 2, 694 0 ROOF LOAD TO PLENUM 0 0 LIGHTING LOAD TO PLENUM 0 0 -------------- --- ------ - -- - - - --- - -- ----------- - - - -- --------- TOTAL COOLING LOADS 31, 214 5, 737 TOTAL COOLING LOAD = 36, 951 Btu/hr or 3 . 08 Ton or 471 .5 sqft/ Ton ZONE TOTAL FLOOR AREA = 1,452 . 00 sqft ZONE OVERALL U-FACTOR = 0 .113 Btu/hr/sgft/F Transmission and Solar Gain by Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN (sqft) (Btu/hr) (Btu/hr) - ---- -- - -- -- - -- -- - -------------- ------------- - - --- -- - - -- - - - - GLASS LOADS : NE 0 0 0 E 0 0 0 SE 0 0 0 S 0 0 0 SW 0 0 0 W 64 317 4, 776 NW 0 0 0 N 0 0 0 H 0 0 0 WALL LOADS : NE 0 0 - E 0 0 - SE 0 0 - S 0 0 - SW 0 0 - W 836 1, 772 - NW 0 0 - N 0 0 - _. -:� _ I I 1 SINGLE HOUR LOAD CALCULATION OUTPUT Jul 1700h : 4T Development (1st floor west) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 OUTDOOR DB/WB: 83 .0/ 68 .0 F INDOOR DB: 74 .0 F RH: 54 Coil Selection Parameters pg 2 COIL ENTERING AIR TEMP. (DB/WB) = 78 .1/ 64 .5 deg F COIL LEAVING AIR TEMP. (DB/WB) = 55 .0/ 54 .4 deg F COIL SENSIBLE LOAD = 31, 214 Btu/hr COIL TOTAL LOAD = 36, 951 Btu/hr COOLING SUPPLY AIR TEMPERATURE = 55.0 deg F TOTAL COOLING Cfm = 1, 228 Cfm COOLING Cfm/sgft = 0 . 85 Cfm/sqft RESULTING ROOM REL. HUMIDITY = 52 COIL BYPASS FACTOR = 0 . 050 ************************************************************ _ » . . 1 I I HEATINU LOAD CALCULATION OUTPUT 4T Development (1st floor west) JOB NAME: 4T Development DATE PREPARED: 06-30-2005 SITE NAME: SEATTLE Washington 60501852 .1 WINTER DESIGN DRY BULB: 22 .0 F INDOOR DB: 70 . 0 F ************************************************************ HEATING LOAD SUMMARY Note: Heating load is computed at winter design condition. LOAD COMPONENT LOAD (Btu/hr) - - - - - - -- ---------- - - - -- - --- - - - --- - - - - - - - -- - - - --------------- WALL TRANSMISSION 3, 210 ROOF TRANSMISSION 0 GLASS TRANSMISSION 1, 690 TRANSMISSION LOSS TO UNCOND. SPACES 1, 728 INFILTRATION LOSS 0 SLAB FLOOR 2, 450 HEATING SAFETY Btu/hr 4, 539 ---------------------------- - --- -- - - - - - -- --- - --- ---- - - - ----- SUB-TOTAL 13, 617 NET VENTILATION LOSS 15, 325 -------------------------------------------------------- ---- TOTAL HEATING LOAD 28, 943 HEATING SUPPLY Cfm 309 Cfm HEATING SUPPLY AIR TEMPERATURE 110 .0 deg F HEATING VENTILATION AIR Cfm 290 Cfm HEATING SEASON ROOM DRY BULB TEMP. 70 . 0 deg F ************************************************************ I I I GI `I MAX. LOADS : 4T Development (1st floor west) Zone Sensible Zone Total Supply Air No. Month Hour (Tons) (Tons) (Cfm) --- - - -- - - - - - -- - - ----- - - -- ----- -- --- ---------- 1 Jul 1700 2 .60 3 .08 1, 228 2 Jun 1700 2 .56 3 .07 1, 222 3 Aug 1700 2 .58 3 .06 1, 217 4 Jul 1500 2 .45 2 .87 1, 124 5 Sep 1500 2 .32 2 .71 1, 084 6 Jun 1200 1.98 2 .43 961 7 Jun 900 1 .91 2 .43 1, 016 8 Jun 800 1 .82 2 .26 997 9 Oct 1300 1.87 2 .25 940 10 Sep 1000 1.85 2 .25 971 i} I I `A` OLYMPIC MECHANICAL INCORPORATED 21718 - 66th Avenue West#208 OLYMPM117001 P.O. Box 5326 Mountlake Terrace, Washington 98043 (425) 774-8841 Lynnwood, Washington 98046 Fax: (425) 672-1841 June 30, 2005 City of Arlington 238 N Olympic Ave. Arlington, WA 98223 Attn: Scott Black Subject: 4-T Development mechanical permit 05-6476 responding back to letter dated 6/23/05. Dear Scott, 1) Enclosed is the heat loss calculations for the HVAC units and semi heated calculations for the gas unit heaters. 2) Per Bryan @ DKS, Inc. trusses match Olympic Mechanical,Inc drawings dated 4/21/05. Bryan will follow up with you. 3) Cut sheets and list of equipment is on heat M-1 dated 4/24/05. 4) Enclosed is 2 copies of gas piping plan. Note: The appliances to be gas piped are 6 HVAC roof top units, 11 gas unit heaters, 7 future HVAC roof top units and now the tenant has added 7 gas fireplaces in showroom between grid 15 and 16. Please add 7 additional appliances to Olympic Mechanical,Inc. permit. 5) The one exhaust fan provided by Olympic Mechanical, Inc. are on our plans. All restrooms fans are being provided by the electrical contractor therefore I would assume they are responsible to permit the fans. 6) All return airs are ducted. Any enclosed offices or rooms without individual return airs will have the doors under cut per code by general contractor. If you have any questions please call me @ 425-774-8841. Thank you, Jerry Dalziel Sales Engineer rr Enclosure �GC�{VED JUL 0 7 2005 ` COA BUILDING INEPT ' jf� - • i I JUL.12.2005 10:53AM 0' ')IC MECHANICAL N0.805 P.2/3 AlOL.YMPIC MECHANICAL, INCORPORATED 21718.66th Avenue West#208 OLYMPM117001 RO. Box 5326 Mountlake Terrace,Washingon 98043 (425) 774-8841 Lynnwood,Washington 98046 Fax: (425) 672.1841 suly 12,2005 City of Arlington 238 N Olympic Ave. Arlington,WA,98223 Attn., Scott Bls4k Subject:4T Nnlopment Mechanical permit#05-6476 Dear Scott, M4-of 4 shows the gas piping for the 7 future roof top HVAC units are designed for 75,000 BTUH input. All 7 roof curbs are sized to fit 3 to 6 ton Carrier HVAC units. The specifications are on second page. Also,Olympic Mechanical,Inc. is providing I exhaust fan. In addition the electrician is,providing 6 additional thus that Olympic Mechanical,Inc. will exhaust out of the building. If any additional infounation is needed please do not tositate to call because I need this permit as soon a;a;possible. Thank you, Jerzy Dalziel Stiles Engineer Roclosur8 ■ ■ J ■ �� ■ 1 ■ ■ r II 1 ■ .I ■ r ■ 1 i r ■ ■ M■.1 �� I I.iTr IrMM6L ■ ■ ■ ■ LM ■ ■ r 1 0 ■ `�� ■ JUL.12.2005 10:53AN 01' IC MECHANICAL NO.805 P.3i3 ARI* capacity ratings (cunt) HEATING CAPACIT EFFICIENCIES—4STMO04-014(wont) 209/230 60/M-3-60 SINGLE-STAGE GAS HEAT UN11 UNIT INPUT CAPACn DUTPLIT APACITY TEMPERATURE MINIMUM HEA•D�ING EFFICIENCY 48 4aTM 1 st erA�e end:tee tat to a sntl Singe RISE °F) AIRFLOW(CPM) AFUB 91e9dy WIN ty.) TrON—i91•ED94 74.000 59200 — 15445 1820 9 80 'lw0us _ 74,090 89.200 15.48 12e0 Bo 430 ^Coos 115,000 92.000 35.35 1320 80 80 � �►DDOU 74'a00 69,200 — 15.45 1220 80 80 - ooa t 7Ja.000 92,000 35.86 1800 00 80 `Tbg D007 74,000 - Se,200 16.46 1220 so e0 007 118.000 - 92,000 — 05-136 ISRO 90 8D 9003 11:500o - 100,000 — 80.80 990 80 80 u�l p1009 12ti,00u 100,00D — 20.50 1860 80 80 209/230/460/5715•3.60—2-STAGE GAS HEAT ^� IT INPUT CAFACft Y OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY �.. 4 1st 8ts a 2nt1: e let Ste a 2ntl Ste a 1113E(1) AIRFLOW(CFt.1) AFUE 094 115,000, 65.500 92,000 55.85 10D4 BO F006 120,000 000 85 000 120,000 so--so 1396 80 80 F000 t21000 160 881000 120000 60e0 80 80 FU07 120 000 60,OOD 120,000 50.80 1390 80 80 11 E�W EDOa 120 000 80,00D 96,000 0 208D 80 80 Wb FOOD 100.000 224,000 144 000 178 10 0 45.75 2230 80 80 E009 129 000 100,WO 98,00 4 000 2060 80 80 `AIf Conr FODB 100 000 24 000 00 178 00 4S• 5 2t80 80 8D 40T1-81 0012 120,000 00,000 144,000 $ -05 _ _ BO 80 t. flat E012 1 E24,000 144000 179,200 35.65 26 0 80 90 8. 6Rl 42 200ADO 25010 160 000 200 000 0.70 2660 00 B6 4 180,000 924,000 144,000 179,200 6.8b 2510 00 �'80 8 SI E014 200,000 250 000 160,000 200.000 40.70 2860 80 turf AFUE—Annual laual U011zallon Elflol4noy IPI snr :,I • UNIT • � aet� A,M07 D,MO iz,NO "All U1 r, NOTE i �Z 976 r• 7 ■ T ■ ■ ■ ■ ■ ■ ■ ■ ■ ' ■ 1 1 JUL.12.2005 10:53AM 0' •'IC MECHANICAL N0.805 P.1/3 FAX COVSR SHEET 04YMPIC NECHANICAL, INC. 21718 68th Avenue W, Suite 207 v Mountlake Terrace, WA 98043 (438) 774-8841 (426) 672-1841 Fax ISEND TO campanynams p Affenflo air U 0_5 Pqx num ar Phone numaer Ul90Mt PleplyASAP Plesta comment ❑ Pleassrevlew KForyamripfampatran Yvtel pages,Inr�Jud)ng clawan oon�anfrs � Ih111Nlnnnr•nUrlr.n'........'Inwl•HnUwU1WIN•.IIN.Ir/.1.b1.1NNNwNnu.nN•M•r.r«.rrn.n.w.l•.n.NNr.rwrl1.IIIMIIIIIrN..lrl.l.l•.uw...w....n.HIII.NN1.Ir......to ......11llnllrll'IrlH.11•«blrw•Nwrllllllnlnllllrllllul•IINH 1 nNnlnruxlwH.4n.rN.1..N..u•.............b Nnl..•..nnMl•...wNn.l....IWN.x.r•.«nw•MNNNN.1InN.«Iwn•.r.•I.nn.w'.n.Irr.W.lrlllNln'IH..Ixu1H.M.Nn.n N41MNWnlnu.nNuw Ml•IwarINN•.l..11lnrl r1N11un.U....U•u... uh IIn.11..rnNrr.............lnn.NIN..NrIwHI II.NINI.F...N.Nrll•l.•.Nr..1•r1•'w•Nlwrlr•...r.1.11l•.•..Nn.....n.....•w..rrn.lhw..r.•rrrrlwrny...II1.....nn....N.•I.r.n..rr...Inn n.Hl........n.«.Iln•....Ir....r.n•yNl.n..«MMnN.r.lY .1HtnhwlwwrlHn.NINrN.....•wH......•....•...1N.HUHUnU.IIb'1'.Nrh ll'•..••'••t011111.1Nulln.•I•.11.1.I.NUI.1..'.nn•r•..•...n•x....r«...rr...r...NHnr.....n..N•..r....•..n.Urwlrn..n.w..1.n..11..1.{Ibll.hlNll.I/.NI.N.1.1«INM.NN. •.. ... 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I . ' NI .... 1 I' I ." 1U ' ' .1'.. "•' 1 rr rl 1• . lr. '........... ' NUUN'I.11'Ill'•1'Ili.MIII I.11l N II IN.Nn.Ib .....IH.........1U......'1'nII N b N4NHINN.NnNnw Nll.ur...nrurnrrw.nN4NI.11....Nlr.N4lrw...N.UWnIN«U.nN«.wHNN•NnbinHln.NIINIW 11n•111wINNNl11.n111N.Nll.r.w'.0 1. •..I.w..l.n......nn.r•.'•n••..II.nH...•'IN.rI"••1•N..w..............•11..'..•111'1.1'.IbMINN.I.PII.wl.1.14411NN1...Iwn1....ul NN.•wI1Nh..ln1•.n..1.yn.nlNn.....•....N•wllr..•nl•.l.l••NIINr.'NIN....IIII.y..INN.nIn11.N41•••NrM.INI •��.I��Ir••�.-+�htrll• 1 Ill N�.Y��'.N 1 • -- ■ ■ ■ 1 ' �� Y O City of Arlington Community Development 7 2 2313 N. OIN ml)iC AVC11uC • A ling-ton. NVA 98223 June 23, 2005 Olympic Mechanical Inc. 21718 66"'Ave W Mountlake Terrace, WA 98043 Re: 4-T Development mechanical Permit 05-6476 We have completed our review of the Mechanical submittal. The following items must be revised or included on your submittal for the plan review to be completed Please provide three complete sets of the plans with the re-submittal. 1. Provide NREC heat loss calculations. 2. Roof top unit locations must match structural plan locations for units. 3. Show and list all units on plans and provide cut sheets for all units. 4. Show gas piping and sizing on plans 5. Show all ventilation fans and locations on plans. 6. All offices must contain return air ducting, cannot use above grid area as return air plenum If you have any questions please call me at 360-403-3437 or e-mail at sblack@ci.arlington.wa.us. Scott Black Building Inspector/Plans Examiner 1 I'Mildin"Division 31i0.103.31,11 • Plannin'Division 360.I03.343a • Natural Resources 3(i0.403.3440 Code rill'Orccnlcnit :16)0.1033357 • r. i 1 CITY OF ARLINGTON CONSTRUCTION FtgE SPF—It4KL.zp— PERMIT ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ s1oN PERMIT NO. WNLK MAIN ADDXLSi CITY 21► rHONE - RCIVIECT OR DESIGNER MAIL ADDRESS CITY ZIP PhIONE --_- 1 (PEAAL MAIL AODRESS P�rl�l CITY !TONE O► i=l X-c t'�=f'�t►10►� - ��G"� 1 v'�'A & _ ACa+�I A pt0c� / \ A CONTRACTOR MAIL ADDRESS ( A SA -4 `L7�I�lla'Zt!D Alf- f`b'nC F 'S!'(<I�K4.CiL CITY ) 21► ♦HONE C€ .UMBIN6 CON IRACIOR MAIL ADDRESS CITY ZV ►IIO++E LASS OF WORK NE.W ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEM01.1110N ❑BUILUINCRELOCATION AIUASIUNOF WORK LSLR)BE WURK i E Of S��1�K l.��— G—t"S RE AA� — 5 !�i`" a►�5 C �x—D — 1�� � iL-�D� tUPUSI SE U USE Or BUILDING `ABC I HEREBY CERTIFY THAT►HAVE READ AND EXAMINED THIS A,` .(,AL LASCRI► TUN Dr PROPERTY SHOWN fELOW OR A/TACH r UVR COPIES TION AND KNOW THE SAME TO BE TRUE AND CORRECT A L , SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE Or >x�. FI RL01:K or WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN Op, N GRANTING OFA PERMIT DOES NOT PRESUME TO GIvE AUTNO� - ��� VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER ST• G.'.. AX I A8Eq AOAA PROPERTY TAX BTATEE td'T LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMA Of �J (c),5 Z l oozo )• OG CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSJ,". • ,rE. )BAUURLSS SKJMTUIU NIRACT UT 11EDAGENT DATE Log I �OpplCTt UsR ONI.Y) �' C PLUMBING SIMIANICAL NO. TYPB OP rinuitB PB6 f'a PIXTURBB B NO. TYPE OP UIPM[91T PQli z'#FIX FU A7T1RC{.OB[TF 101 l[iCOND.UNITrl-tlt. Bfl. d .Ya.. IAT11TU8 2PRIOIIRATION UNI-ro-Ilr.BA ul ,Ri•• VATORY ASIT DAMN 0MARS-1I.P.BA. ui .Ilw IOWBR ]AN PMnDA.C.UNfie-TONNAa6EA. W _Ilw•• _- IBM SIPM A DINMAL 0RC8D AIA LiYI mms-B.T.U. META - 191IWASUBIL ALL 118ATTIPS-B.T.U. M - - llNDRY TRAY JNIT IItSATUR9-ILT.U, I611 LOT1110MAS118R xvArOJtATIVF1C0OLMt@ ATRR IIOATMt LIMIIEM DItYDRs --- RIMAL @ITILATION PAN RINKINO FOUNTAIN OD H000 COMWRCEAL LOORDRAIM IRHANOLINOUNIT- CPM VACUUM DRBAtffiRB VB -- OOP DRAINB-RAIMLBADOM aiAL PI RLIrLACIS♦C I)I M ND Y 114K t8BRVIC0-OAR K A7TJR I IRAT9R A!1 PIPING 'Cup io!.I S3.00 •Adel.w 3.75"Bolulp -- saK IIIt mum be o.Tdod - _ BUD TOTAL BUD TOTAL Pmt111T PmLmrr - ' - TOTAL PDIi TOTAL Pan W.Y\RUSt1BALK SfRIeISLIBAIK REAR YARD SETBACK PLAN CIIECKNUMSER PLAN CIIECKFFF FEE RECEIPT NO Sl'/UNI LOT ARk A VACANT SITE 0 YES ❑NO FEES VALUATION FEE VPE UI CONS I, OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG /.L UI OLLx, NO.OF STORILS MAX.000.LOAD BUILDING PLUMBING FIRE SPRINKLERS REQUIRED - O YES 0140 MECHANICAL ;OMMENTS STATE BLOC).CODE ENERGY CODE SURCHARGE 1 -- • PENALTY u B C. 11 WATfW$1WER FEES pub s MAY- 17 2005 TOTAL 7 J r ,�� I �, ,`` PEBINIT VALIDATION .1v WHEN PU PERLY VALIDATED ON THIS SPACE)THIS IS YOUR PERT IL RECUPT PAID CRC BY CC:ASSESSOR.APPLICANT. TREASURER,BLDG, DEPT. BUILDINCOFFICIAL GATT RECORDS COPY