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HomeMy WebLinkAbout18308 35TH AVE NE_066787_2026 INSPECTION REPORT iiIN T Permit No.: D�-G787 Lot#: Address: / .SOS sme+sY Al- a.,ud Contractor: d-�5 C L cLTiC./C�4 Owner:_<xlaAc a. ,74sl 6AWeWS Date: d - 2 -o G ❑ 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. / l✓�TNi�=CScO ST D� ;Bu��D�.fJG /--1of6r of4A!f� ��-Sl�rl /d/6LyO�.UL s��-/i.lr GdK /t/nrcriC. ICIyuJ. ,C.�RRC`GTlo.cci ; Z J�a.6e Sz-ArloN HoAde TbA, f AI C, Inspector: �Gt Date: TYPE O 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 REPORT 4tiIN G r0 Permit No.: o6-G7,V7 Lot#: Address Jo3o8 S7o�b�pY �l-6W Contractor: TAYLo2 cr,,vs ys, Owner:sri[G1�4&1j11 SIN O 1 Date: 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. I• kW/T./d=SSE d %2Es i &V f GEA,17X A G lT,iT,ta.y �o.ui To,Gi,r/L 0 Inspector: Date: G-,As-0 G TYPE OF I PECTION 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 REPORT d iv -?r iiIN r Permit No.: O�=-e>'G s"" Lot #: . 97rAddress: < .Si.�tf.Ali°r xf Contractor: �4 — �=.f�� ���� Date: G ❑ 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. T -,A/ J A'~ L -� Inspector: � 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 0 Other: INSPECTION REPORT JIN NG?' PermitNo.: [3.��—G>G� Lot#: Address:/ ���Contractor: Owner:snz..ti,4.-7,4s,y Date: '3— g ❑ APPROVAL J 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. l• lr./ -i.��s-s�=� Zia �s� c�.J �'. .�••.=/! FCC T� .� 4' Inspector: '��L Date: e—"7 - '2 7 - TYPE F 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: C 7L TY rF" C4RL_ I hIGTON CCh S;-r"ujCT I "M FP'E"M I T F=)@L=i;tM I T MC3- _ 106—CS.74B7 Owner: STILL.AGUAMISH SENIOR CENTER 18308 SMOKEY POINT BLVD ARLING,rON�� 98 Value of Work: $16, 000. 00 'Tax ID- Phone : 360 653 4551 Describe Work: INSTALL FIRE ALARM SYSTEM Proposed Use: SENIOR CENTER Legal Description: Job Address: 18308 SMOKEY POINT BLVD Contractor' s Name Type Address License# 'TAYL.OR CONSTRUCTION GEN 1751 DEXTER AVE N SE.TAYC1123BF R&S ELECTRIC SPR PO BOX 141E RSELE**02EOZ TOTALS Fee Permit Fee $488. 50 Plan Fee $298. 03 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . 'i786.53 I EAD DEEXAMINEDTIFY THIS APPLICATION THAT I HAVE RAND PAYMIENTS. . . . . . . . . . . . . . . . . . $0. 00 I h W THE SAME 'TO BE 'TRUE AND COR- _ T ALL PIROV SI(7 S OF LAWS AND TOTAL DUE. . . . . . < . . . - . - . . . • $78G. 53 O D N(1Nf. S GC) ER . NG 'THIS TYFIE OF W R W I BE OM( T ED WITH WHETHER S ItiFII. I " IN � R NOT. DATE RECEIPT # B LDING FFIC ', �r � � i • — � a ti � F i ■ � � ' � ��i � � � � � � �� �I ■ ce .- ,�, i � i � �� 0i >1 FIRE SPRINKLER PERMIT APPLICATION 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 COMPLETE AND SCALED PLANS, EIGHT (8)SETS OF HYDRAUC CALCULATIONS,EIGHT(8)SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION.INCLUDE ELECTRICAL PLANS WHERE APPLICABLE.ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING),AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: (� New Fire Sprinkler ( ) Fire Sprinkler Add/Alt ( ) Underground Fire Line Project Address: d13308 SHDKE`� PO((� f3LV'D. Parcel ID DO47Z500000(�,OI Project Valuation: �0,SZ�'04 Number of Heads: .ZO 1 Building Area(Sq Ft): ZS,Z&('f Owner: WC, . Phone Number: Address: 18308 5MoKLY F'01"T bitty: 14 U j rrotj State: wQ Zip Code: QgZZ3 Contact Person: Ufa Flo-FETT Phone Number: 4Z5-432-440/ Cell Phone: 'Zo(--•3,49-Izo4 Fax: 4Z5-432-04g4 E-mail: G M�f=�F-r�c_ Ac e. M t ze_ _.Jw- - Address: 23220 NAP(.E Mac-q 14U)YlSE C�: MAPt-C VACk6y State: W14 Zip Code: 678o68 - - Contractor: A66 r106 Pp-o-m--r7 7 J 5 gSrG-MS, 10C. Phone Number. Q Z6-43Z-44o 1 Address: 23220 f-IAPr 6 t/AuEy L�cyy�ity: PAC- (,;aC&y State: `�A Zip Code: a80�S Contractor's License Number: 46ErtP5 j47P1 Expiration: 12-�lJd 5 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. {1-I-1-o5 Applicants Signature Date 6:rK-6& k10FFET7' Print Applicants Name RECEIVED NOV 18 2005 COA BUILDING DES` FOR STAFF USE ONLY 71 Permit# Acce ed By Amount Received Receipt# Date Received WEB Forms—24 Page 1 of 1 5/05 dwa �� �., \. ;; w ���;�° ACE FIRE PROTECTION SYSTEMS, INC LETTER OF 23220 Maple Valley Hwy. SE N Suite 3D TRANSMITTAL Maple Valley, WA 98038 Phone: 425-432-4401 Fax: 425-432-0494 DATE: 11/18/05 JOB# 05-2310 ATTN: TO: City of Arlington RE: Stilla uamish Gardens 238 N Olympic Ave Arlington, WA 98223 We are sending you : x❑Attached under separate coverage via the following items: ❑ Shop Drawings Prints x0 Plans ❑ Samples Specifications Copy of Letter Change order 171 Other COPIES I DATE NUMBERI DESCRIPTION 6 11/16/05 4 shts Fire Sprinkler Plans 6 11/17/05 5 pgs Hydraulic Calcs - Remote Area #1 6 11/17/05 6 pgs Hydraulic Calcs - Remote Area #2 6 N Packet Material Submittal Packet 1 11/17/05 1 1 pq Permit Application These are being transmitted as checked below: For 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 Other For Bids Due _.20 Prints Returned After Loan to Us REMARKS: Copy To: Submitted by: A. Baasch �,NGTO 2 • • • Q O • • Division 9s NNC'C Memo To: Linda Friddle Cc: From: Scott Black Date: January 5, 2006 Re: Stilly Senior Center 06-6787 The following revisions or additions need to be made to the plans: 1. Submit a revised drawing indicating the wiring schematic for the smoke detectors and the manual pull stations. 2. Show the fire alarm wiring to the horn/strobe in the hallway adjacent to room 221 and room 321. 3. Provide an additional smoke detector in the elevator machine room (#113). The smoke detector shall also recall the elevator. 4. Residential type smoke detectors are required in each sleeping area and in the path of exit travel from the sleeping area. (note this on plans) 5. All fire alarm system wiring must be inspected and approved by a State of Washington Electrical Inspector prior to the acceptance test. A copy of the approval must be available on site. n ► ■ ■ ■ ■ Cl I ■ r i ■ ■ r: Y 0� City of Arlington Community Development e • 238 N. Olympic Avenue • Arlington, WA 98223 'Y�rtNG'S� - January 12, 2006 Dan DiMascio R & S Electric PO Box 1412 Marysville, WA 98270 RE: Stillaguamish Senior Center Fire Alarm Permit 18308 Smokey Point Blvd — 06-6787 The submitted drawings have been reviewed for compliance. The following items must be revised and/or added to the submittal to complete the review process: GENERAL 1. Submit a revised drawing indicating the wiring schematic for the smoke detectors and the manual pull stations. 2. Show the fire alarm wiring to the horn/strobe in the hallway adjacent to room 221 and room 321. 3. Provide an additional smoke detector in the elevator machine room (#113). The smoke detector shall also recall the elevator. 4. Residential type smoke detectors are required in each sleeping area and in the path of exit travel from the sleeping area. (note this on plans) 5. All fire alarm system wiring must be inspected and approved by a State of Washington Electrical Inspector prior to the acceptance test. A copy of the approval must be available. Please provide two copies of revised drawings for review. If you have any questions please contact our office at (360) 403-3431. Thank you, i Li da riddle Permit Coordinator (360) 436-3431 Ifriddle(a7ci arlington.wa.us r. - MA ■ ` • ■ i . 1R J Lr1 � ■ x T A i % . ■ .-M , ■ ' ■ ■vim 1 1a i w+ +J ■ 1{ ■AmM i m ` ` r. ■ � � , L r• . CIA m.Y •& ' Ll • 1 IL ti ■ 11� i . ■ w7 � • . 1 T ■ . rJ ■ 0 ■ J ■ 0 rq ■ 7m ` 1 ■ 16 ■ � 1i' tiIW .■ fr'7 �LI r J1 i• r ■� r .0.. AL ■ 1• ■ ■ ti ■ %m -g1-'gm r ONG"4 F1RE ALARIV PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3431 • FAX (360)403 3447 THIS APPLACATION MUST BE ACCOMPANIED BY FOUR(4)SETS OF COMPLETE AND SCALED PLANS FOR EACH FIRE ALARM PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE.ALSO, INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS, (POINT TO POINT WIRING),AND ALL OTHER INFORMATION ON EQUIPMENT PROPOSED TO BE INSTALLED PRIOR TO INSTALLATION. Type of permit: (check one) ( 0 New Fire Alarm ( ) Fire Alarm Alteration/Addition Project Address: 10309 So,°k 4.�/ �) )�l d Parcel ID#: Number of Zones/Panels: Building Area (Sq Ft): Owner: S� ll ItI-- ,v" 5 h Se`g'O" Ce j11L � Phone Number: Address. U O SMPkq--T pain`s O�J J City: 6f I a ="� State: `' :ti Zip Code: 2z3 Contact Person: Dat., Di M a Phone Number: 3(,O b 5 9 - ► 7-6 Cell Phone: ,-J25 Z-C11 Fax:360 � ' Z7ii01 ) E-mail: JclimAsc � c Address. ?C �P/< 1 H I?-- City: A ejsv' `e State: UlA Zip Code: 98 27Z-3 ,% Contractor: �t�!lrra Phone Number: " Address: 1-75-f N-Ocr C ty. rState: Zip Code: Contractor's License Number:�,,�n Expiration: Electrical Contractor: — (, `� J 3/o Phone Number: ��D Address- ��X t Z City: kv� 'WC State: `-J i Zip Code: Y 2-70 Contractor's License Number: PIS C ) Ft_O�Z G Expiration: { 1,— 6 I I hereby certify the above information is correct and that the construction on, and the occupancy and the use of the above described property will be accordance with the laws rues and regulations of the State of Washington. The applicant will be responsible for providing a method of safely accV,0_ r inspection. A final inspection and approval shall be obtained when the re r fing is complet Applicanls Signature Date Print Applicants Name RECE11/E DEC 16 llJil` COA PERMIT CENTER FOR STAFF USE ONLY 7 � � Permit# Accepted By Amount Received Receipt# Date Received WEB Form—22 Page 1 of 1 5/05 dwa w �y.9 O M A • City of Arlington REQUEST FOR REVIEW FORM 1 NAME: / 6& DATE: C� RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS DAVE A. BUILDING TOM C., FIRE KERRY W., BUILDING KAREN L., UTILITIES SCOTT B., BUILDING DERYL T., UTILITIES BILL B:, NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT ATTAC ED- Pleas review the ormation and retrn this orm and SUBMITTAL INFORMATION o have no{commentsep ease return fthe form with the"No Comments"ents" boxy comments in memo form. I y checked. E BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. PLEASE MARK ON C] COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO [] NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT [] COMMENTS DATE REVIEWED BY 1 �J��,� rrl��ll I � tl •� ` �'1 � ti s; :r. I ` _ _ _ 1 �• _ _ . it I 1 1 1 � 1 1 � ,1 ' �rl •I is Ili rl I .I 41 1 i rr — 1 � •1 1 1 1 I I 1 1 fl 1 ��II I 1 �I 1 1 ' 1 1 • 11 I I I I�SIS 1 1 J I`I I I 11 7[11 — N _ I . I .•CI . 1 '� 1 I ■� rI 1 4 11 I � ., I — I� 11�✓f�• IIr' 1 1 � 1l 1 7 IL : • I Ir rl rr r'•~.� 51 i 11 1,w—I f�l'1 _ I • .ti i. � • City of Arlington REQUEST FOR REVIEW FORM c , � NAME:,) ! (C i ,� j ! BP #:,W- t!''(_: - ,, DATE: RETURN THIS FORM BY: 1 PROJECT SUMMARY: — ' RESPONDING DEPARTMENTS 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 ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS I kip C9 REVIEWED BY Sc..,�-tt C- rl DATE January 5, 2006 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: Stillaguamish Gardens 18508 Smokey Point Blvd. Arlington, WA City Job No 05-6787 PLAN REVIEW FIRE ALARM SYSTEM We have reviewed the plans and specifications submitted by R& S Electric of Marysville, WA. The plan is approved subject to field inspection, acceptance test and the following: 1. Submit a revised drawing indicating the wiring schematic for the smoke detectors and the manual pull stations prior to any tests or inspections. 2. Show the fire alarm wiring to the horn/strobe in the hallway adjacent to room 221 and room 321. 3. Provide an additional smoke detector in the elevator machine room(#113). The smoke detector shall also recall the elevator. 4. Residential type smoke detectors are required in each sleeping area and in the path of exit travel from the sleeping area. 5. All fire alarm system wiring must be inspected and approved by a State of Washington Electrical Inspector prior to the acceptance test. A copy of the approval must be available on site. For acceptance test and inspection, contact Jim Tracy at 206-940-9622. 6 . 8 Mueller Co. SERVICE FITTINGS WITH Rev.8-04 Shaded area indicates changes MUELLER 1100 COMPRESSION CONNECTION Straight three part union MUELLER 110 Conductive MUELLER 1100 Conductive Compression Connection for Compression Connection for CTS O.D.* tubing x F.I.P. H-15403 CTS O.D.* tubing-both ends H-15451 thread l/2" i/2"x3/4" �5/8"x3l4" 3/4" 1" 1"x3/4" 1"x2" 1/2" 3/4" 3/4"xl" 1'' 1"x3/4" 1"xl-1!4" 1-1/4"xl" 1-1/2" 1 1-1/2"x 1" 2" 1 11-114" 1 1-1/4"xl" 1 1-1/2" 1-1/2"xl" 2" 2"xl-1/2" ImStraight coupling Straight coupling MUELLER 110 Conductive MUELLER 110 Compression Compression Connection for Connection for IPS PE*pipe CTS O.D.* tubing x M.I.P. x M.I.P. thread H-15428 thread H-15429 1/2"$ 3/4" 3/4"x]" 1" VA/4" 1l-1/4" 3/4" 1' l"x3/4" 1-I/4"xl� 1-1/2" 1-1/2"xl" 2" 2"xl-1/2" ._ -- i Straight three part union Straight three part union MUELLER l 10 Conductive in MUELLER 1100 Compression Compression Connection Connection for IPS PE* for CTS O.D.* tubing x 110 pipe-both ends H-15409 Compression Connection for H-15404 IPS PE* pipe 3/4" 1-1/2" 1"x3/4" 3/4" At'c'. I' 1"0/4" Straight coupling MUELLER 110 Straight coupling Conductive Compression Con- MUELLER 110 Compression nection for CTS O.D. tubing x Connection for IPS PE*pipe Pack Joint Connection for IPS PE x F.I.P. thread E-15409 Pipe"Note:3/4"size only may also be used on PVC H-15454 3/4"** 3/4"xl" 1" INN" 1 3/4" I" I"x3/4" (� (c 7 L•,S IV ED NR_' *See chart on page 6.11 for tubing and pipe that may be used with these connections. OA �� $Requires minimum ordering quantity.Contact MUELLER Customer Service Center for minimum ordering requirements and availability. NOTE:Sizes shown above represent nominal size of fitting.When two sizes are given,first is size of MUELLER 110 Compression Connection and second is size of threaded end. MUELLER Service Fittings are manufactured and tested in accordance with ANSUAWWA C800. SERVICE FITTINGS WITH Mueller C0.1 6 . 9 MUELLER 1100 COMPRESSION CONNECTION Shaded area Indicates changes Rev.8-04 - Quarter bend union Quarter bend coupling MUELLER 110 Conductive MUELLER 110'Conductive Compression Connection for Compression Connection for CTS O.D.* tubing -both ends CTS O.D.* tubing x F.I.P. 30 H-15533 thread H-15526 3/4- 1" 1-1/2" 2" j I3f4" 1" 1-1/2" 2" Eighth bend union Eighth bend coupling MUELLER 110 Conductive MUELLER 110 Conductive Compression Connection for Compression Connection for CTS O.D.* tubing-both ends = CTS O.D. * tubing x F.I.P. thread H-15528 H-15534 I3/4" 1" 3/4" 1" Quarter bend coupling �� Eighth bend coupling _ MUELLER 110 Conductive MUELLER 110 Conductive Compression Connection for Compression Connection for CTS O.D.* tubing x M.I.P. CTS O.D. * tubing x M.I.P. thread thread H-15531 H-15529 3/4" I" 1-1/2" 2" 3/4" 1" RCrND V7 6 *See chart on page 6.it for tubing and pipe that may be used with these connections. MUELLER Service Fittings are manufactured and tested in accordance with ANSI/AWWA C800. Nominal Pressure Approximate Average Minimum Approximate ' • Pipe Size SIDR Rating Outside Diameter Inside Diameter Wall Thickness Weight • (inches) (psi) (inches) (inches) (inches) (Ibs/100') NEW; 0• o - 0 6 9 160 0.77 0.622 0.069 7 „+ADO x, { WN S1 M6 r6 �et .- • • ••- • 15 100 0.95 0.824 0.060 7 _ >n 11:,5 l 125 .' s;+. 9 160 1.02 0.824 0.092 11 a • •- ! `7 :{,200 8 ra '� �i'+Z�tQk� !�. r{:r`3"'J�w�`�•.'r'�r • is 19 80 1.18 1.049 0.060 9 i ti r • • • • -ti 15� 7 l 00 1,20 '�:a, .,, `�'J(,1 id48. F.. �� �-• z ' • • 11.5 125 1.24 1.049 0.091 _14 • •• • • ary •t?160�.i- 1,30 y u � r' t,Y .• ''rb 1 i, • • • -• 7 200 j.37 1.049 0.150 24 •• • •• • 9 _ r8� -__ 1:64 i_ Oss Dip 4 �Aig • 15 100 1.57 1.380 0.092 18 -• • . TT T�?y r-' 4 •2 9 160 1.71 1.380 0.153 32 -•' • • • • 4y�w.7,^�n lr',2UO�of .�ist-�:1°80 rai '. }, u5�'��-0,�:Yi' j �'`w� 19 80 1.79 1.610 0.085 19 •• 11.5 125 1.91 1.610 0.140 33 }��9�y , �t1�60�,��-�,a� ">1.99f- T. �'�'f4�t � d t _,.��•� 7 200 2.10 1.610 0.230 57 97`.y b0 r 2.3G 12.OG7 U:169_ a v c 1 15 100 2.36 2.067 0.138 41 11`G 125 j - V 2.-16 2.067�`�, ,I 0.180 65 9 160 2.56 2.067 0.230 I 71 2C0 2.70 ) r Tf hippirwmale Minimum proximate Ap Pipe Size Outside Diameter Inside Diameter Wall Thickness Weight (Inches) (inches) (inches) (inches) (Ibs/100')1 1.125 0.85 .. 0.125 -17 1.376 1.04. 0.153 25 1'/2 1.625 1.25 0.181 35 x Ut 'te;2.4r2� $ 1.62 60�'•t- 0.236 )+ Qeneta�Nota•"t'` meet eel the potability reyuiremenls of •. r i- ^+Y1e.SIDR Plpa Piodud standards: 3 Product Ilsllny:"3408 ANSVNSF Standard 61 1hq q0}8 r�Q� �F �(t ((� •A3TM 0 2239 all SIDR pipe 4.For SIDR products,outside diameters may vary due to allowable SAW6r';t(UfJr�Q UYB 993 •AW ID(;801"2-SIDR 19,2"SIDR 15,Y."through 2"SIDR 11.5, manufacturing tolerances.For CTS products•n,.wo banwtcrs may vary r - aN SIDR 9;atl SIDR 7 5.Approximate weights are fdr'estirnafLnq distnbutfon;-phimtiing; tb.c1s Pape Product standards. y G.All orders are subject to final acL ptanpe.�7y nagemeni communications,and electf-Ical •ASTM D 2737-all CTS pipe 7.Additional information such as saes ItCral(hQ and r bu•mins is markets: •AW WA C901•no CTS pion, available at may nwMly com 2.Materiel:PE 3408 material meets cell class 345464C per ASTM D 3350• p JAN 1�. S10 P.O.Box 10049,Eugene,OR 97440 • (800)347-0200 •(541)343-0200•FAX(541)686.9247•www.pwpoly.com t VA Litho In USA on Recycled paper•Reorder No.PWPE-552-.August 2003 �1 Page 1 HYDRAULIC CALCULATIONS ACE FIRE PROTECTION SYSTEMS, INC. 23220 Maple Valley Hwy. SE Suite 3-D Maple Valley, WA. 98038 Date 11/17/05 Job: STILLAGU Job STILLAGUAMISH GARDENS - REMOTE AREA #2 18508 SMOKEY POINT BLVD, ARLINGTON, WA 98225 Authority having Jurisdiction CITY OF ARLINGTON Occupancy LIGHT/RESIDENTIAL Density 0.05 gpm/sq.ft. Coverage per Sprinkler 16 X 16 Number of Sprinklers Calculated: 4 heads System type Wet Water Supply 90.00 psi Static, 75.00 psi Residual @ 833.0 gpm Demand 44.62 psi @ 53.4 gpm @ B.O.R. 49.47 psi @ 53.4 gpm @ Supply 89.91 psi available @ 53.4 gpm Demand is below curve by 40.44 psi Sprinklers _ _ TYCO LFII 1/2" 155 DEG. RECESSED K=4.9 05-(07S- CUA BUILDING ®Ee v. i Page 2 Pressure(PSI) ..................................... .................................................... ------------------------- - ---------------------------------- ........................ ------- - ----------------4----------------- --------- ------ Ila ------ - . .................----------------4----------------- ................. ----------------- ----------------- ------------------------------------- ------------- -- ------------- r - --------- ............................................... ...... ---------------- ..................... - ------------- ---------------- ................. ----—----------- ------ ------- ......................... ................. ......... ....... ------------- -- ----------------- ---------------------------------------------------------------------------------------- ---- ------ ...................... - ---------------------------- -------- ------------ ------- ..... .................................—---------------- ................ ............... --—----- ----------- ........ ------------------ ........---------------------------------- . .......... -------------- -------------- -—-—------- --- ----------------- -------------------------------------------------—--------------------------------- CA STILLAGU 11/17/05 10:04am Page 3 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations STILLAGUAMISH GARDENS - REMOTE AREA #2 18508 SMOKEY POINT BLVD, ARLINGTON, WA 98225 Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 0.884 0.5 4.9 7.00 -0.50 0.0 150 321PE 3 A01 0.884 3.4 DR1 0.00 0.00 0.0 150 321PT 5 BL1 0.884 10.9 DR1 0.00 0.00 0.0 150 321PTR 6 BU 1.109 11.1 DR1 0.00 0.00 0.0 150 321PTR 7 BL1 1.109 34.9 0.00 0.00 0.0 150 323PTR,IPE 9 BL2 0.884 11.4 DR1 0.00 0.00 0.0 150 321PTR 10 BL2 1.109 3.0 A01 0.00 0.00 0.0 150 321PTR 11 BL2 1.109 44.9 0.00 0.00 0.0 150 326PTR,IPT 13 CM 1.602 10.0 BL1 0.00 0.00 0.0 150 321PTR 14 CM 1.602 48.5 BL2 0.00 0.00 0.0 150 326PTR,1PE,lPT 16 BU 1.602 46.4 CM 0.00 20.00 0.0 150 322PTR,2PE,1PT 18 RI 2.115 12.0 BU -6 0.00 10.00 0.0 120 321BKF,2E 20 UG 1.739 100.0 RI 0.00 0.00 0.0 150 322E,1GV STILLAGU 11/17/05 10:04am Page 4 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations STILLAGUAMISH GARDENS - REMOTE AREA #2 18508 SMOKEY POINT BLVD, ARLINGTON, WA 98225 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev' (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 150 ______= A 0.5 PT 7.00 1 13.0=4.90(7.00) ^.5 F 7.0 PE -0.22 (EL= -0.50 ft) 1 13.0 0.88 1PE T 7.5 0.08886 PF 0.67 6.78 PT 7.45 3 B1 Jot K-factor for drop 1 = 13.0/ (7.45)A.5 = 4.76 at Hyd Ref Pts 3 5 6 9 Arm-over 1 C = 150 A 3.4 PT 7.45 3 DR1 13.0=4.76(7.45) A.5 F 3.0 PE 0.00 3 13.0 0.88 1PT T 6.4 0.08932 PF 0.57 6.80 PT 8.02 10 B1 Jot K-factor for arm-over 1 = 13.0/ (8.02) A.5 = 4.59 Branchline No. 1 C - 150 A 10.9 PT 7.45 5 DR1 13.0=4.76(7.45)^.5 F 1.0 PE 0.00 5 13.0 0.88 1PTR T 11.9 0.08932 PF 1.06 6.80 A 11.1 PT 8.51 6 DR1 13.9=4.76(8.51) ^.5 F 1.0 PE 0.00 6 26.9 1.11 1PTR T 12.1 0.11363 PF 1.37 8.93 A 34.9 PT 9.69 7 F 10.0 PE 0.00 7 26.9 1.11 3PTR 1PE T 44.9 0.11363 PF 5.10 8.93 PT 14.99 13 Cross main Jot K-factor for branchline no. 1 - 26.9/(14.99)^.5 = 6.95 STILLAGU 11/17/05 10:04am Page 5 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations STILLAGUAMISH GARDENS - REMOTE AREA #2 18508 SMOKEY POINT BLVD, ARLINGTON, WA 98225 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 150 A 11.4 PT 7.45 9 DR1 13.0=4.76(7.45) 11.5 F 1.0 PE 0.00 9 13.0 0.88 1PTR T 12.4 0.08932 PF 1.11 6.80 A 3.0 PT 8.56 10 A01 13.4-4.59(8.56)^.5 F 1.0 PE 0.00 10 26.4 1.11 1PTR T 4.0 0.10999 PF 0.44 8.78 A 44.9 PT 9.00 11 F 11.0 PE 0.00 11 26.4 1.11 6PTR 1PT T 55.9 0.10999 PF 6.15 8.78 PT 15.15 14 Cross main Jct K-factor for branchline no. 2 - 26.4/(15.15) ^.5 = 6.78 Cross main C = 150 __= A 10.0 PT 14.99 13 BL1 26.9=6.95(14.99)^.5 F 1.0 PE 0.00 13 26.9 1.60 1PTR T 11.0 0.01895 PF 0.21 4.28 A 48.5 PT 15.20 14 BL2 26.5=6.78(15.20)^.5 F 23.0 PE 0.00 14 53.4 1.60 6PTR 1PE T 71.5 0.06727 PF 4.81 8.49 1PT PT 20.01 16 Bulk Jct K-factor for Cross main = 53.4/(20.01)^.5 = 11.94 Bulk C = 150 A 46.4 PT 20.01 16 CM 53.4=11.94 (20.01)^.5 F 28.0 PE 8.66 (EL- 20.00 ft) 16 53.4 1.60 2PTR 2PE T 74.4 0.06739 PF 5.01 8.50 1PT PT 33.68 18 Top of Riser K-factor for Bulk = 53.4/ (33.68)A.5 = 9.20 Riser C = 120 A 12.0 PT 33.68 18 Top of Riser F 11.2 PE 4.33 (EL- 10.00 ft) 18 53.4 2.12 1BKF 2E T 23.2 0.02632 PF 6.61 4.88 1BKF = 6.00# PT 44.62 20 B.O.R. STILLAGU 11/17/05 10:04am Page 6 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations STILLAGUAMISH GARDENS - REMOTE AREA #2 18508 SMOKEY POINT BLVD, ARLINGTON, WA 98225 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Under ground C = 150 A 100.0 PT 44.62 20 B.O.R. F 7.2 PE 0.00 20 53.4 1.74 2E 1GV T 107.2 0.04519 PF 4.84 7.21 PT 49.46 21 Supply Jct Available flow at 49.46 psi is 1425.8 gpm which is 1372.4 gpm from curve. Supply pressure available with 53.4 gpm flowing is 89.91 psi, thus system requirement is 40.44 psi below supply curve. (45.0%) I November 29, 2005 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: Stillaguamish Gardens 18308 Smokey Point Blvd. Arlington, WA PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the plans, calculations and specifications submitted by Ace Fire Protection Systems, Inc. of Maple Valley, WA. The plan is approved subject to hydrostatic test, field inspection and the following: 1. Provide an exterior strobe on the exterior of the building in addition to the automatic sprinkler system bell. 2. The automatic sprinkler system underground supply is shown"by others". The underground piping must be inspected, tested, flushed and approved by this Department prior to any connection to the automatic sprinkler system. 3. The automatic sprinkler system must be monitored by an approved central station monitoring company. 4. The comment on the automatic sprinkler system drawing regarding sprinkler spacing is in error. The 1999 edition of NFPA 13R, which is the UFC adopted standard states per section 2-5.1.4.2,that the maximum spacing between sprinklers is 12 feet and the maximum spacing to a wall or partition is 6 feet. Section 2-5.1.4.3 states that the minimum distance allowed between sprinklers is 8 feet,which is shown correctly on the plan. For all inspections and tests, contact Jim Tracy at 206-940-9622. December 20, 2005 Greg Moffett Ace Fire Protection Systems, INC 23220 Maple Valley Hwy SE #30 Maple Valley, WA 98038 RE: Stillaguamish Senior Center Permit# 05-6765 The following items must be added to the submittal in order to issue the permit. GENERAL 1. Provide all specifications for the 2" poly underground line. 2. Provide the name of the company and a copy of their UG license that is to install the underground. 3. Provide the manufacturers specifications for the poly to copper adapter that is shown below the floor of the sprinkler valve room. FIRE DEPARTMENT 1. The Fire Department Connections as shown is not acceptable, during the site Civil process it was identified to be in the parking lot near the fire hydrant on the southwest corner of the building, please revise. UTILITIES 1. The cut sheet submitted for the DCVA (Double Check Valve Assembly) calls for a model "2000ss", however the drawings call for a model "200013". The most recent list of approved backflow assemblies does not list the "2000ss" as an approved VU (vertical up) installation. However, both assemblies can be used for a horizontal installation. Please verify and submit the correct cut sheet for the assembly you will be installing. Please submit two copies of the revisions for review. Thank you, Linda Friddle Permit Coordinator �S"(�710, (360) 436-3431 RECEIVE® Ifriddle _ci.arlington.wa.usREVISED JAN 1. 7 20II6 COA PERMIT CENTER *: ..;C1 "eta��' _ _ - .. ,,. - _» , .'` 6�4s ,'1N G T¢� • • •90 • • •ZI G Memo To: Permit Center Cc: From: Scott Black Date: January 23, 2006 Re: Stilly Gardens Sprinkler 05-6765 After 2nd round review the following comments need to be addressed: GENERAL 1. Provide all specifications for the 2"poly underground line. 2. Provide the name of the company and a copy of their UG license that is to install the underground. 3. Provide the manufacturers specifications for the poly to copper adapter that is shown below the floor of the sprinkler valve room. UTILITIES 1. The most recent list of approved backflow assemblies does not list the model "2000B" as an approved VU (vertical up) installation. This needs to be shown on the drawings as horizontal or submit the correct cut sheet for the assembly that you will be installing. Please submit eight complete sets of drawings for review. FACSIMILE TRANSMITTAL SI•IERT IrROM: 'I'('Scott TAYL(Alls I.-YCAV A'rc>rts,INC. 1:()MpANY City of Arlington Ue.b. 'I4,20(Y) TOTAL N()•(11;11MI14S IN(1-110IN(I(:()Vlilt: I;AX NIIMM"'K• MO 403-3447/300-657-71(X) SE(NI)P,ItC1 PI!(IraEl NUMrllllt: I'llt)NIiN(ina111i1(: 3G0 629-3078 ti14NI�E;Et'ti FAX NIIMIIE�R: '(�t. Lin e 30-629-7368 'ire. lnfn. O nu<;rnr I x Itcxc lrrvrr,vv Cl rr.I;ntil:COMMI"N'I' ❑ ❑ r}r.r.nsr•.RECYCLE N(PI'IrK/(aYMh71(N'1'S: Have a G(x)]DAYI RECEIVED FEB _ 2006 COA BUILDING DEF -TAYLOWS I?XCAVA"I•ORS INC; 31,14 2691"1 NW ti l'ANWOOD,WA 99292 ()vVICI ,,(36())621..3078•l,Ax(36p)629 7368 nr , T 'd 89EL-629-09E- T 'ouI ljo-4eneox3 S, JOI Rel eL0 :20 90 SI qa3 . - -?, '•. f:I'll'� �;v i��,S¢ t; �,ppo.0 .S p r;� ,r:;, p'. '4yyt7y iaT•( •`t `rSr /Y.'. •f� '�f �y,''�"�`.� �' .r �• •�1'ill•• •(,�(41,N. :\ ,�,'✓r Via ►• �. •� r � '•t•-; All •ter. ,;, rf•' ..�'� Washington • 1� •L Fire Protection te Fire Marshal office • nkler :.c • / rl License 17. `2 6 8 4 ( issued To Tayl LevelV 4't'' '• 4, by ,•ter:�r67�_ '.. �//iyyt�� � •% .Y+� I 'L"' 1S •.• -,,.I i`�n � .'RS •,y'S� .:'�Cr" C,'I N;d• sG(•..�;�• �`. t= r 1 rvqL ■ . �T r . gr b i.4 w Rr • . lffI 1 I !L7 i SEEL �d I — FEB-13-2006 MON 02,09 PM FIRE MARSHAL FAX N0. 360 . 3136 P. 02/02 t �n I t washingtor► State Patrol Fire Protection Bureau offiCe of the State Fire Marshal Dire Sprinkler Certificate of Cora petenCy FSCC � 5322 issued To' Justin'r2Y1 r Level U Number: 405-W0735 Employer: Taylor%F.acav,torts+ine. Esip&E December)1.200 Sute FiR ;kW.470•u0+ 7155 M �EIVED Fire spl;n� BUILDING DE Sprinkler Certificate of Co c Cer:ifitatCe/o�f+Competency FSCC - 5322 FsCC - 5322 IsaMAl-t: fvnln7a)lnr tiumbtlt: �OS.U9oi�S pmp,Qyet ruglor'sEawraror'%Inc. Nuf ther: Est"; 0eeemlter]t.1006 t evaL U Epve1: i a 009h ttws want and arA mffq•ri10 you (off ver:rua inn o1 wtllr(arton 4 W+uA rt,ta�a�Card ier ynW tmpinyei! fia�lrtl5: IherntCrr�1.awe �.�. E -d 89EL-629-096- 1 'eUI 'jQ,4eAeax3 5' JOI Rel eLOIZO 90 ST qa3 ■ Aw- ■ i ■ 1 ■ m a ■ r 1 _ ' I I 1 I. 1 I ' 6 r _ ■ 1 mp _ ■ 1 ' ■ 1%mr I II � r.l ■ Ji ■S J I I I mow r,tioz. . _ �■ 1 1 ■ r i _ ym ■ c= ~T _i `M • '� --rmC inn YG J't JG VY.7Y ti n ri►cn rnv lt.'l. Lc/J UU1 r ACE FIRE PROTECTION SYSTERE V transmittal �� ., rfacsimile � . ED lOf p 5-C91 To: r i T/ F A2 L l;,J v I`J-J Fax: From: /l-1 rti1 r` -1 Date: I - 2 5 Re' �-rl I.L!!a tA A M l Pages: Attn: 1_ IN � A �► .tDPt-1= Urgent r(For Review Please comment Please Reply 0Please Recycle Message i j r [ I,' l r,l FOL f1 cnJ Al M E c N1 R c:. Z c,r_2,2 fs I(' :.c.ca f I' �/ s.1► f2:. LA A', t_ -,AAr,i cmt Cl Fu �• -rl,-d t` l .L [' A f to(2 t1 sl U a 1" 1,r`J A 1\',S j,A C V- f"l..o L. t CL V")C 1j,ht_,L. -C(t ke p N 'FH'i!- t] C A-Y L t, ! F-3 T" k'.r,. A t, - �Z` `j 114,1✓-S, � . 23220 Maple Valley/Black Diamond Road S.E.,Suite 3-13• Maple Valley,WA 98038 • Office (425)432-4401 Fax(425) 432 0494 �3• � A • ■ I ._ 01/25/O(i_ N;ED 09:02 FAX 4254320494 ACE FIRE PR01'EC 002 ES-007 For • • Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 007 Double Check Valve Assemblies Sizes:l/2"-3" (15-80mm) ` Series 007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the backflow of polluted water into the potable �j y .. ,•_ - _ water supply.Only those cross-connections identified by local inspection -• authorities as non-health hazard shall be allowed the use of an approved double check valve assembly- 1/4"(20mm)007M3QT Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Sid.1015 and AWWA Sid. C510.Approved by the Foundation for Cross Connection Control and Hydraulic Research al the University of Southern California. -- Features • Ease of maintenance—only one cover 2"(50mm)007M1QT HC • Top entry • Replaceable seals and seat discs Test Cocks r • Modular construction • Compact design U/ • Cast bronze body construction—Yz"-2"(15-50mm) 0 t'E� • Fused epoxy coated cast iron body—2Yz"-3'(65-Somm) • Top mounted ball valve test cocks • Low pressure drop • No special tools required for servicing ice/ • 'h"-1"(15-25mm)have tee handles First Check Second Check Specifications Module Assembly Module Assembly A Double Check Valve Assembly shall be installed at each noted location.The The 007 Series features a modular design concept which facilitates assembly shall consist of two positive seating check modules with captured complete maintenance and assembly by retaining the spring load. springs and rubber seal discs.The check module seats and seat discs shall be replaceable.Service of all internal components shall be through a single Now Available access cover secured with stainless steel bolls.The assembly shall also include two resilient sealed isolation valves;lour top mounted,resilient seated WattsBox Insulated Enclosures. test cocks.The assembly shall meet the requirements of ASSE Sid.1015 and For more information,send for literature ES-WB. AWWA Sid,C510.Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California.Assembly shall be a Wafts Regulator Company Series 007. IMPORTANT.-INOUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS VOWATW REGULATOR Watts product specifications In U.S.customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design,construction.specifications,or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. VU ?rnu va:u3 PAX 4254320494 ACE FIRE PROTEC a 003 Pressure—Temperature Models '/s"—2"(15—50mm) '/z"—2"(15—50mm) Temperature Range:331-1801F(YC—82°C). Suffix: Maximum Working Pressure:175psi(12.06 bars). S-bronze strainer 23/2"—3"(65—130mm) LF-without shutoll valves Temperature Range:337—110°F(5'C—43°C)continuous, LH-locking handle ball valves(open position) 140°F(60"C)intermittent. SH-stainless steel ball valve handles Maximum Working Pressure:175psi(12.06 bars). HC-2'/2"inlet/outlet lire hydrant fittings(2"valve) Prefix: Standards U-Union connections ASSE Sid.1015,AWWA Sid.C510 21/2"—3" (65—80mm) IAPMO PS31,CSA B64,5 Suffix: NRS-non-rising stem resilient seated gate valves Approvals OSY-UUFM outside stem and yoke resilient sealed gate valves ' � SP®® DA Classified LF-without shutoff valves t ASSE,AWWA,IAPMO,CSA,UPC R OT-FDA-FDA epoxy coaled quarter-turn ball valves A Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. • Models LF and S are not listed. ♦ UL Classified(LF models only)Y4"—2"(19—50mm) • UL Classified with OSY gate valves(2'/z"&3") " Horizontal and vertical"flow up"approval on all sizes. Dimensions—Weights Sizes:'h" 21 .............................................. a ---------------------------------------------------- -------------------------------- A - -----... C D y4�rs F p ----------- _. r 'Subscript'S'=strainer model Suffix HC—Fire Hydrant Fittings dimension"A"=2314"(594mm) A B C D F G R 7 in. mm In. mm M. mm in. mm in. mm In. mm in. mm in, mm in. mm lbs. kgs. ♦O070T 'h 15 10 254 4�/e 117 2'/e 62 — — 5 127 3s/e 85 Vili 59 2'/s 52 4,5 2 ♦OO7M30T 3/4 20 11'/e 282 4 102 3'/s 79 — — 6�/r6 157 3z/,s 87 2'/e 54 1�/is 33 5 2.3 j_A007M10T 1 25 13'/4 337 5'% 130 4 102 — — 71h 191 33i6 85 1"/s 43 1" 43 12 5.4 tA007M20T 1'/ 32 163/e 416 5 127 33/i684 — — 91h 241 5 127 3 76 2 50 15 6.8 �007M20T tYi 40 163/4 425 4zh 124 3'h 89 — — 9 248 513/ia 148 3% 79 211A6 68 15.9 7.2 f�007M10T 2 50 19'/z 495 6'/ 159 4 102 — — 133/e 340 6'/a i5fi 3'/s 87 2"/s 68 25.7 11.7 •0070T S '/2 15 13 330 6 152 2'/�s 62 3 76 5 127 33'e 85 Ns 59 2%i—, 5 2 5.5 2.5 •0071V!130TS %4 20 14'/2 368 6'/e 156 3'/a 79 3 76 63/ie 157 yAs 87 2L6 54 IN, 33 6.7 3.1 •007M10T S 1 25 17'S/ts 157 73/4 197 4 102 3'/ 83 7'h 191 33/e 85 1"hs 43 11 43 14 6.41 •007M20T S 1'/4 32 211/2 546 T/1s 179 3•Yw 84 3'/z 83 91/2 241 5 127 3 76 2 50 19 8.6 •007M20T-5 1Yz 40 25'/e 637 7%s 179 3'h 89 33/4 95 93Y4 248 513/s 148 3'�i 79 2"/s 68 19.6 8.9 •007M10T S 2 50 27'/4 692 83/4 222 4 102 4 102 133A 340 6'/e 156 3'/s 87 2"/e 68 33.5 15.2 vu 11n1v VU:V3 PAX 4254320494 ACE FIRE PROTEC 004 Dimensions-Weights Sizes:Zlh"-3" C(open) 9"(22imrn) 0 0 11 41vie'(199mm) 0 0 N Ell ------ - E B --- - ....... ----- M------- - ----------........................ A ..... .. .......... .......... ..I I rVIODEL SIZE(ON) DIMENSIONS— WEIGHT Strainer Dimensions A In. mm in. mm In. U mm in.L,Li mm In. R mm, 16. kg. SIZE M N WEIGHT 007QT-FDA 1/�6 5 TV- 841 6/-" 162 91/,,, 230 /—, 222 —T5-570 in. min M. tn. in. rpm lbs kg. 165 28-13 -TO 254 A, 007-NRS 21/2 65 331/a 841 93/a 238 91/16 230 83/4 222 155 70 —ilh 65 —f 178 34 15 A* 007-OSY 21/2 65 33% 841 163/8 416 91/,s 230 8114 222 158 72 3" 80 TOA 267 --�i -- 'S Models only 007-OT-FDA 3 86 41A 467— 6 3/g 162 91/1,, 230 81/, 222 155 7o A* 007-NRS 3 80 341/o 867 101/4 260 91/m 230 8-Y4 222 185 84 A 007-OSY 3 80 341/b 867 187/b 479 9 M 230 BY4 222 185 84 I"U907MIOT Union Tailpiece....... mm 230 30 9.71/162 Union Nut ........ Union Tailpiece I-------- Union Nut -----------------------------——--------------............... A ---------------------------—--—-------------—----------.......... MODEL SIZE(DN) DIMENSIONS A h mm in. mm —15 00070T --f2-13/,, 326 1/2 0007M20T 3/4 20 131YI6 350 0007M20T 1 25 1 65A 422' 0007M20T 11/4 32 —2O% 527 0007M20T 1'12 40 21 1 546 0007MIOT 2 50 241h-62,,2 • •� a4iJ PIKE t'HUTI C �005 Capacity As complied from documented Foundation for Gross-Connection Control and Hydraulic Research at the University of Southern California lab tests. Typical maximum system flow rate(7.5 feet/sec.,2.3 meters/sec.) UL rated flow 1h"(15mm) 1171a"(40mm) bars psi « bars psi a .8 12 a.8 12 .7 10 G.7 10 .5 8 d.5 8 .4 6 4 6 w .3 4 y.3 4 .1 2 .1 2 0 0 a 0 0 0 2 4 6 B 10 12 9pm 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 76 152 22B 3046 38 45.6 Ipm 0 38 76 114 152 190 228 55 304 342 380 418 456 IOm 5 75 10 fps 5 7.6 10 15 fps 1,5 2.5 3.0 mpg 1.5 2.5 3.0 4.5 mpg Flow Flow bars psi 9/4"(20mm) 2"(50mm) 15 22 bars psi 8 12 1.2 18 oa.7 10 0 96 14 0.5 9 fj m.4 fi ® .69 10 w.3 4 rye m.1 2 m .41 6 a 0 0 0 25 SO 75 100 125 150 175 200 gpm _14 2 0 95 190 205 380 475 170 665 760 Ipm 5 7.5 10 15 fps 0 5 10 is 20 25 30 35 40 45 50 gpm 1.5 2.3 3.0 46 mpg 0 19 3857 76 95 114 133 152 171 190 Ipm Flow 75 15 Ips 23 4.6 mps Flow Nis psi 1"(25mm) 21Y(65mm) a 1.1 16 abats psi w .8 12 _ 7 1p k* m .7 10 m 5 B .5 8 - _ w 4 6 y .4 5 y ry .3 4 3 4 - d .1 2 1 2 0 5 10 15 20 25 30 35 49 45 50 55 60 gpm 0 D 0 19 30 57 76 95 114 133 152 171 190 209 228 Ipm 0 25 50 75 100 125 150 175 200 225 250 gpm 5 7.5 10 15 fps 0 95 190 285 380 475 570 665 760 855 9501pm 1.5 2.3 3.0 4.6 mpg 5 7.5 10 15 fps Flow 1.5 2.3 3.0 4.6 mps Flow Wig phi 11/0(32mm) 3°(80mm) I 14 " bars psi oa.8 12 7 10 ; O .7 10 M.5 8 - m .5 8 ' - w .4 6 E.3 4 a .3 4 w.1 2 -- d .1 2 0 0 0 g d 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 255 300 475 570 665 760 655 950 1045 1140 1235 Ipm 0 10 20 30 40 50 60 70 00 90 100 110 120 gpm 5 7.5 10 fps 0 38 76 114 152 190 228 266 394 342 380 418 4561pm 1.5 2.3 3.0 mpg 5 75 10 15 fps 1.5 23 3.0 4.6 MOS Flow Flow WATTS® REGULATOR E4MFIEW5i ES-007 0316 ©Watts Regulator Company,1997 Printed in U.S.A. • City of Arlington REQUEST FOR REVIEW FORM l '114BP #• 4. /n�07 NAME• �7 i L�- DAT E- 9 RETURN THIS FORM BY: PROJECT SUM ARY: RESPONDING DEPARTMENTS 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 ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 6 i • City of Arlington �► . a 5 1 � REQUEST FOR REVIEW FORM V680 I I kv - S BP #: 05- NAME: ,- 'DATE: RETURN THIS FORM BY: I 1 PROJECT SUMMARY: RESPONDING DEPARTMENTS 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 l] NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT L] COMMENTS REVIEWED BY �� � -""OWN 1 — C 3C eas �1 1.1 IDJ City of AW�i�Lilton, v Utilities Div, iv# ED REQUEST FOR REVIEW FORM NAME: BP #: 05- l i I Lp 5 DATE: _ RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS 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 LJ NO COMMENTS FOR THIS REVIE%I OKAY TO ISSUE PERMIT 11 Per (�1� ►�l�{��- (���=� - - �,��-sic� �. ��...��- COMMENTS DO 7e-nJ-q-[ REVIEWED BY ADAT" M M /25/06 WED 09:02 FAX 4254rn4^4 ACE FIRE PROTEC Q 001 ACE FIRE PROTECTION SYSTEMS, INC. __ JAN >5 2000 transmittal - facsimile ,... `� E! V1 ED To: r I T`/ F A 2 ,.!Ca `=N Fax: From: A i ILA. fma r'' Date: 1 - 2 5 Re: S T1 L L.I I-A A M t S_1-( l? t iUS Pages: Attn: L I r,,l b A 1✓�%I P � I_l- Urgent *Fof Review oPlease Comment Please Reply Please Recycle Message: ��1 I-lr r-I'' I ,Iry\6 �' i l, f 1 F(,)(a'- f)r`-� _ 6,44 t..r-.t is Lt> Fu A. I-1-4L JL t`a.,T 1(IL 1 rJ t is 1. TfG H E E I S i C �- _ I t\SC_� j#-i LA. f:'V'E: z L, ! o1" ', :: GO L4, . 7rW 4(J tC S I0 �v �I 't_i:�.1 !l IJUW 23220 e-VallevBlack Diamond d-S-S,Suite 3-D• Maple Valley,WA 98038 • Office(425)432-4401 Fax(425)432 0494 i / 5/Oft —WEll 09:02 FAX 42(_' ,`99 ACE FIRE PROTEC 10 002 ES-007 For • • Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Series 007 Double Check Valve Assemblies Sizes:'/2"-3" (15-80mm) Series 007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the backilow of polluted water into the potable water supply.Only those cross-connections identified by local inspection authorities as non health hazard shall be allowed the use of an approved double check valve assembly. air'(20mm)007rN80T Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Sid.1015 and AWWA Sid. C510.Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. r — Features �• ' • Ease of maintenance—only one cover 2"(50mm)007M10T HC • Top entry • Replaceable seats and seat discs Test Cocks • Modular construction • Compact design �,, • Cast bronze body construction—'h"—2"(15—50mm) • Fused epoxy coated cast iron body—2%2"—3'(65—90mm) • Top mounted ball valve test cocks • Low pressure drop • No special tools required for servicing • 'h"—1"(15—25mm)have tee handles First Check Second Check Specifications Module Assembly Module Assembly A Double Check Valve Assembly shall be installed at each noted location.The tes assembly shall consist of Iwo positive seating check modules with Captured The 007 Series features a modular design concept which g load. springs and rubber seal discs.The check module seats and seal discs shall complete maintenance and assembly by retaining the spring b he replaceable.Service of all internal components shall be through a single Now Available access cover secured with stainless steel bolts.The assembly shall also include two resilient seated isolation valves;lour top mounted,resilient seated WattsBox Insulated Enclosures. test cocks,The assembly shall meet the requirements of ASSE Sid.1015 and For more information,send for literature ES-WB. AWWA Sid.C510.Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern Califomia.Assembly shall be a Watts Regulator Company Series 007. IMPORTANT:INQUIRE WITH GOVERNING AUTIIORITIES FOR LOCAL INSTALLATION REQUIREMENTS UWA T R REGULATOR Watts product specifications in U.S.customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design,construction,specifications,or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Page 1 of 1 Scott Black From: JIM TRACY [tracyiii@verizon.net] Sent: Friday, December 02, 2005 3:08 PM To: Scott Black Subject: Stillaguamish Gardens Item 4 of the plan review of the automatic sprinklers can be disregarded. NFPA is speaking to sprinkler heads that do not have a coverage listing. I did find that the Tyco series LFII Residential sprinkler heads are in fact listed for the 16 by 16 feet spacing at 13 gpm, which is what they calculated the system at. So, go ahead and approve the plan. (They had included the information in table A) 12/2/2005 ' ., r 1 1 r FIRE SPRINKLER PERMIT APPLICATION C I N G f 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 COMPLETE AND SCALED PLANS, EIGHT (8)SETS OF HYDRALIC CALCULATIONS,EIGHT(8)SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION.INCLUDE ELECTRICAL PLANS WHERE APPLICABLE.ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Penmit: (�J New Fire Sprinkler ( ) Fire Sprinkler Add/Alt ( ) Underground Fire Line Project Address: 16308 5MO4E�`l POWT, f3LVJ. Parcel ID# 004 725 0 0000(00l Project Valuation: A) 70,8ZO,00 Number of Heads: 20 1 Building Area(Sq Ft): 25,Z("(.0 Owner: ::� rl SLAG,01)f46 hl e_6k11_E PR- WC,, Phone Number: Address: iO3c6 PyIOi 1508iity: A�2U"JGroa State: WA Zip Code: �gZZ3 Contact Person: UP_a F-fOFFf__TT Phone Number: 4Z5 -43Z-440/ Cell Phone: ZoL: 349-tZo4 Fax: 4Z5 -43Z-04c14 E-mail: G r��t=.=F.�-L ��e r,e.e. .._14r r- Address: 23220 F'IApLC VALLEq (4u),1SE -131. 1~1Apft VAC.L6 State: Wa Zip Code: q&)_33 Contractor. Aa Fia Pieorecaoo or_ Phone Number. 4Z5-43Z-44o/ Address: Z322U MAPLE V&LEyN0y�)e"0 1City: _6 VAUC'(State: �A Zip Code: ag038 Contractor's License Number: QLE F1P5147P 1 Expiration: j Z-31-0 5 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. !I-1-1-D5 Applicants Signature Date &iP-6 t HOFFETI' Print Applicants Name NOV 1 8 2005 OA BUILDING DE' FOR STAFF USE ONLY Cl Permit# A&e ed By Amount eceived Receipt# Date Received WEB Forms—24 Page 1 of 1 5/05 dwa : _ �.� . :f- .... r � 6 November 29, 2005 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: Stillaguamish Gardens 18308 Smokey Point Blvd. Arlington, WA PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the plans, calculations and specifications submitted by Ace Fire Protection Systems, Inc. of Maple Valley, WA. The plan is approved subject to hydrostatic test, field inspection and the following: 1. Provide an exterior strobe on the exterior of the building in addition to the automatic sprinkler system bell. 2 j The automatic sprinkler system underground supply is shown"by others". The r - underground piping must be inspected, tested, flushed and approved by this }, Department prior to any connection to the automatic sprinkler system. 3. The automatic sprinkler system must be monitored by an approved central station J monitoring company. 4. The comment on the automatic sprinkler system drawing regarding sprinkler spacing is in error. The 1999 edition of NFPA 13R, which is the UFC adopted standard states per section 2-5.1.4.2, that the maximum spacing between sprinklers is 12 feet and the maximum spacing to a wall or partition is 6 feet. Section 2-5.1.4.3 states that the minimum distance allowed between sprinklers is 8 feet, which is shown correctly on the plan. For all inspections and tests, contact Jim Tracy at 206-940-9622. �. I � _ I �� T Page 1 HYDRAULIC CALCULATIONS ACE FIRE PROTECTION SYSTEMS, INC. 23220 Maple Valley Hwy. SE Suite 3-D Maple Valley, WA. 98038 Date 11/17/05 Job: STILLAG2 Job STILLAGUAMISH GARDENS - REMOTE AREA #1 18508 SMOKEY POINT BLVD Authority having Jurisdiction CITY OF ARLINGTON Occupancy LIGHT/RESIDENTIAL Density 0.05 gpm/sq.ft. Coverage per Sprinkler 16 X 16 Number of Sprinklers Calculated: 5 heads System type Wet Water Supply 90.00 psi Static, 75.00 psi Residual @ 833.0 gpm Demand 63.88 psi @ 82.3 gpm @ B.O.R. 74.66 psi @ 82.3 gpm @ Supply 89.79 psi available @ 82.3 gpm Demand is below curve by 15.13 psi Sprinklers _ _ TYCO LFII 1/2" 155 DEG. RECESSED K-4.9 t RECEIVES-, NOV 18 2005 Q00A BUILDING D I 4 Page 2 Pressure(PSI) ---------------------.............. ------- ---------- .................. ................ --—----------—- ----------------- ----------------- ----------------- ................ ---------- ------ ............... ---------------- ----------------- 4.. ............. ----------- -------- ----------------- ---------------T- ------------------------------ ........ ............... ----------------- ---------------------- ----- ------ ................. ------------ ................. ................. -------------------------------- .................. ................. - ---------- Al o Al . .......... ----------------T----------------------------------- ----------------- -----------------------------------7--------------------------------- a)- ----------------- ................. ................. ----------------- ----------------- ----------------- ---------------------------------- ----------------- ------------------------------ --------------------- ----------------------------------- -------- ..................... i STILLAG2 11/17/05 10:17am Page 3 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations STILLAGUAMISH GARDENS - REMOTE AREA #1 18508 SMOKEY POINT BLVD Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 0.884 0.5 4.9 7.00 -0.50 0.0 150 321PE 3 BL1 0.884 16.0 DR1 0.00 0.00 0.0 150 321PTR 4 BU 1.109 16.0 DR1 0.00 0.00 0.0 150 321PTR 5 BL1 1.109 16.0 DR1 0.00 0.00 0.0 150 321PTR 6 BL1 1.400 16.0 DR1 0.00 0.00 0.0 150 321PTR 7 BL1 1.400 1.7 DR1 0.00 0.00 0.0 150 321PT 9 CM 1.602 38.5 BL1 0.00 0.00 0.0 150 324PTR,1PE,1PT 11 BU 1.602 46.4 CM 0.00 20.00 0.0 150 322PTR,2PE,1PT 13 RI 1.650 12.0 BU -6 0.00 10.00 0.0 120 321BKF,2E 15 UG 1.739 100.0 RI 0.00 0.00 0.0 150 322E,1GV STILLAG2 11/17/05 10:17am Page 4 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations STILLAGUAMISH GARDENS - REMOTE AREA #1 18508 SMOKEY POINT BLVD Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 150 A 0.5 PT 7.00 1 13.0=4. 90(7.00)^.5 F 7.0 PE -0.22 (EL= -0.50 ft) 1 13.0 0.88 1PE T 7.5 0.08886 PF 0.67 6.78 PT 7.45 3 B1 Jet K-factor for drop 1 = 13.0/(7.45)^.5 = 4.76 at Hyd Ref Pts 3 4 5 6 7 Branchline No. 1 C = 150 --------------- A 16.0 PT 7.45 3 DR1 13.0=4.76(7.45)^.5 F 1.0 PE 0.00 3 13.0 0.88 1PTR T 17.0 0.08932 PF 1.52 6.80 A 16.0 PT 8.97 4 DR1 14.3=4.76(8.97)A.5 F 1.0 PE 0.00 4 27.3 1.11 1PTR T 17.0 0.11651 PF 1.98 9.06 A 16.0 PT 10.95 5 DR1 15.8=4.76(10.95)1,.5 F 1.0 PE 0.00 5 43.0 1.11 1PTR T 17.0 0.27096 PF 4.61 14.29 A 16.0 PT 15.56 6 DR1 18.8=4.76(15.56)^.5 F 1.0 PE 0.00 6 61.8 1.40 1PTR T 17.0 0.17028 PF 2.89 12.88 A 1.7 PT 18.45 7 DRl 20.5=4.76(18.45)A.5 F 6.0 PE 0.00 7 82.3 1.40 1PT T 7.7 0.28899 PF 2.23 17.15 PT 20.68 9 Cross main Jet K-factor for branchline no. 1 = 82.3/(20.68) ^.5 = 18.10 Cross main C = 150 A 38.5 PT 20.68 9 BL1 82.3=18.10(20.68)A.5 F 21.0 PE 0.00 9 82.3 1.60 4PTR 1PE T 59.5 0.15002 PF 8.93 13.10 1PT PT 29.60 11 Bulk Jet K-factor for Cross main = 82.3/ (29.60) A.5 = 15.13 f STILLAG2 11/17/05 10:17am Page 5 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations STILLAGUAMISH GARDENS - REMOTE AREA #1 18508 SMOKEY POINT BLVD Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 150 ___- A 46.4 PT 29.60 11 CM 82.3=15.13(29.60)^.5 F 28.0 PE 8.66 (EL- 20.00 ft) 11 82.3 1.60 2PTR 2PE T 74.4 0.15002 PF 11.16 13.10 1PT PT 49.42 13 Top of Riser K-factor for Bulk = 82.3/ (49.42) ^.5 = 11.71 Riser C - 120 A 12.0 PT 49.42 13 Top of Riser F 9.0 PE 4.33 (EL= 10.00 ft) 13 82.3 1.65 1BKF 2E T 21.0 0.19633 PF 10.13 12.35 1BKF = 6.00# PT 63.88 15 B.O.R. Under ground C = 150 A 100.0 PT 63.88 15 B.O.R. F 7.2 PE 0.00 15 82.3 1.74 2E 1GV T 107.2 0.10060 PF 10.78 11.12 PT 74.66 16 Supply Jct Available flow at 74.66 psi is 843.2 gpm which is 760.9 gpm from curve. Supply pressure available with 82.3 gpm flowing is 89.79 psi, thus system requirement is 15.13 psi below supply curve. (16.9%) . . ■ 1 STILLAG2 11/17/05 10:17am Page 4 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations STILLAGUAMISH GARDENS - REMOTE AREA #1 18508 SMOKEY POINT BLVD Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 150 A 0.5 PT 7.00 1 13.0-4.90(7.00) ^.5 F 7.0 PE -0.22 (EL= -0.50 ft) 1 13.0 0.88 1PE T 7.5 0.08886 PF 0.67 6.78 PT 7.45 3 B1 Jct K-factor for drop 1 = 13.0/ (7.45) A.5 = 4 .76 at Hyd Ref Pts 3 4 5 6 7 Branchline No. 1 C = 150 A 16.0 PT 7.45 3 DRl 13.0=4.76(7.45)^.5 F 1.0 PE 0.00 3 13.0 0.88 1PTR T 17. 0 0.08932 PF 1.52 6.80 A 16.0 PT 8.97 4 DR1 14.3=4.76(8.97)A.5 F 1.0 PE 0.00 4 27.3 1.11 1PTR T 17.0 0.11651 PF 1.98 9.06 A 16.0 PT 10.95 5 DR1 15.8=4.76(10.95)^.5 F 1.0 PE 0.00 5 43.0 1.11 1PTR T 17.0 0.27096 PF 4.61 14.29 A 16.0 PT 15.56 6 DR1 18.8=4.76(15.56) ^.5 F 1.0 PE 0.00 6 61.8 1.40 1PTR T 17.0 0.17028 PF 2.89 12.88 A 1.7 PT 18.45 7 DR1 20.5=4.76(18.45)A.5 F 6.0 PE 0.00 7 82.3 1.40 1PT T 7.7 0.28899 PF 2.23 17.15 PT 20.68 9 Cross main Jct K-factor for branchline no. 1 = 82.3/(20.68)^.5 = 18.10 Cross main C = 150 A 38.5 PT 20.68 9 BL1 82.3-18.10(20.68) A.5 F 21.0 PE 0.00 9 82.3 1.60 4PTR 1PE T 59.5 0.15002 PF 8.93 13.10 1PT PT 29.60 11 Bulk Jct K-factor for Cross main - 82.3/ (29.60) A.5 = 15.13 t I STILLAG2 11/17/05 10:17am Page 5 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations STILLAGUAMISH GARDENS - REMOTE AREA #1 18508 SMOKEY POINT BLVD Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 150 A 46.4 PT 29.60 11 CM 82.3=15.13(29.60) ^.5 F 28.0 PE 8.66 (EL- 20.00 ft) 11 82.3 1.60 2PTR 2PE T 74.4 0,15002 PF 11.16 13.10 1PT PT 49.42 13 Top of Riser K-factor for Bulk = 82.3/ (49.42) ^.5 = 11.71 Riser C = 120 A 12.0 PT 49.42 13 Top of Riser F 9.0 PE 4.33 (EL= 10.00 ft) 13 82.3 1.65 1BKF 2E T 21.0 0.19633 PF 10.13 12.35 1BKF - 6.00# PT 63.88 15 B.O.R. Under ground C = 150 A 100.0 PT 63.88 15 B.O.R. F 7.2 PE 0.00 15 82.3 1.74 2E 1GV T 107.2 0.10060 PF 10.78 11.12 PT 74.66 16 Supply Jct Available flow at 74.66 psi is 843.2 gpm which is 760.9 gpm from curve. Supply pressure available with 82.3 gpm flowing is 89.79 psi, thus system requirement is 15.13 psi below supply curve. (16.9%) 1 Y Q City of Arlington Community Development { 238 N. Olympic Avenue 0 Arlington, NVA 98223 l,�INGi0 January 24, 2006 Gregg Moffett Ace Fire Protection Systems, INC 23220 maple Valley Hwy SE #30 Maple Valley, WA 98038 RE: Stillaguamish Senior Center Permit#05-6765 After 2nd round review the following comments need to be addressed: GENERAL 1. Provide all specifications for the 2" poly underground line. 2. Provide the name of the company and a copy of their UG license that is to install the underground. 3. Provide the manufacturers specifications for the poly to copper adapter that is shown below the floor of the sprinkler valve room. UTILITIES 1. The most recent list of approved backflow assemblies does not list the model "200013" as an approved VU (vertical up) installation. This needs to be shown on the drawings as horizontal or submit the correct cut sheet for the assembly that you will be installing. If you have any questions please contact our office. Thank you, Linda Friddle Permit Coordinators (360) 403-3431 Ifriddle(o-)_ci.arlington.wa.us Building Division 360.403.3431 • Planning Division 360.403.3434 Natural Resources 360.403.3440 Code Enforceinemt 360.403.3457 1 1 1 . 1 • �'� • li - 04 WL • 1 1 1 • 1 1 • • • Y • -. 1 . . 1 . . `r I 1 • 1 1 - - 1 1 11 • ,- - •_ 1 1 • - - 1 ■ ■ 1-, ._ _ \r tea• I 1 .- _ - ,,, - - - ■ 1 1 1 • - 1 1 Y City of Arlington Community Development y O 238 N. Olympic Avenue • Arlington, WA 98223 �1 r N o ecember 20, 2005 Greg Moffett Ace Fire Protection Systems, INC 23220 Maple Valley Hwy SE #30 Maple Valley, WA 98038 RE: Stillaguamish Senior Center Permit# 05-6765 The following items must be added to the submittal in order to issue the permit. GENERAL 1. Provide all specifications for the 2 poly underground line. 2. Provide the name of the company and a copy of their UG license that is to install the underground. 3. Provide the manufacturers specifications for the poly to copper adapter that is shown below the floor of the sprinkler valve room. FIRE DEPARTMENT 1. The Fire Department Connections as shown is not acceptable, during the site Civil process it was identified to be in the parking lot near the fire hydrant on the southwest corner of the building, please revise. UTILITIES 1. The cut sheet submitted for the. DCVA (Double Check Valve Assembly) calls for a model "2000ss", however the drawings call for a model "200013". The most recent list of approved backflow assemblies does not list the "2000ss" as an approved VU (vertical up) installation. However, both assemblies can be used for a horizontal installation. Please verify and submit the correct cut sheet for the assembly you will be installing. Please submit two copies of the revisions for review. Thank yo FUED to Linda f riddle } Permit Coordinator (360) 436-3431 t. Ifriddlea-ci.arlington.wa.us Building Division 360.403.3431 • Planning Division 360.403.3434 Natural Resources 360.403.3440 Code Enforcememt 360.403.34.5" U M ,x pro Q' • Arlington 9 z • • • 9s�IN Memo To: Linda Friddle Cc: From: Scott Black Date: December 20, 2005 Re: Stilly Gardens 05-6765 The following revisions or additions need to be made to the plans: 1. Provide all specifications for the 2"poly underground line. 2. Provide the name of the company and a copy of their UG license that is to install the underground. 3. Provide the manufacturers specifications for the poly to copper adapter that is shown below the floor of the sprinkler valve room. lie Page 1 of 1 Scott Black From: JIM TRACY[tracyiii@verizon.net] Sent: Friday, December 02, 2005 3:08 PM To: Scott Black Subject: Stillaguamish Gardens Item 4 of the plan review of the automatic sprinklers can be disregarded. NFPA is speaking to sprinkler heads that do not have a coverage listing. I did find that the Tyco series LFII Residential sprinkler heads are in fact listed for the 16 by 16 feet spacing at 13 gpm, which is what they calculated the system at. So, go ahead and approve the plan. (They had included the information in table A) 1/4/2006 i November 29, 2005 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: Stillaguamish Gardens 18308 Smokey Point Blvd. Arlington, WA PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the plans, calculations and specifications submitted by Ace Fire Protection Systems, Inc. of Maple Valley, WA. The plan is approved subject to hydrostatic test, field inspection and the following: 1. Provide an exterior strobe on the exterior of the building in addition to the automatic sprinkler system bell. 2. The automatic sprinkler system underground supply is shown"by others". The underground piping must be inspected,tested, flushed and approved by this Department prior to any connection to the automatic sprinkler system. 3. The automatic sprinkler system must be monitored by an approved central station monitoring company. 4. The comment on the automatic sprinkler system drawing regarding sprinkler spacing is in error. The 1999 edition of NFPA 13R, which is the UFC adopted standard states per section 2-5.1.4.2, that the maximum spacing between sprinklers is 12 feet and the maximum spacing to a wall or partition is 6 feet. Section 2-5.1.4.3 states that the minimum distance allowed between sprinklers is 8 feet, which is shown correctly on the plan. For all inspections and tests, contact Jim Tracy at 206-940-9622. lm� City of Arlington M000 REQUEST FOR REVIEW FORM NA I _S BP #: 05- U`I DATE: RETURN THIS FORM BY: PROJECT SUMMARY: DY l RESPONDING DEPARTMENTS 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. ENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY ` l` �� DATE i • GOY NG To: Dave Anderson From: Tom Cooper Date: December 1, 2005 Ref: 05-6765 1. Per review and inspection of Jim Tracy. 2. The FDC as shown is not acceptable, during the Site Civil process it was identified to be in the parking lot near the fire hydrant on the southwest corner of the building. r _ I A. All �J Il 1 1 1 ��ti�I A,:11 41 H '11 01 ri 1 i; 6,ogli .I 11I , -" I?ILEI LP 1IIIft I. � / 7T 1-IT I I I I_1 I I/jy. +ltip ii t 1 l'1 • 1 F.-Ir" vj J IL 111 1' {I� 1 n c s Q YU City • • Works• • Division 2 Memo To: David Anderson, Building Official From: Reta Shepard, Utilities Specialist CC: Augusto Tararan, Cross Connection Control Specialist 403-3523 Ken Renfro, Pretreatment Specialist 403-3530 Date: December 6, 2005 Re: Stillaguamish Senior Apts. Sprinkler Permit#05-6765 The drawings submitted with sprinkler permit #05-6765 have been reviewed for compliance with the Utilities Division regulations and requirements. Our comments are as follows: 1 The cut sheet submitted for the DCVA(Double Check Valve Assembly) calls for a model "2000ss", however the drawings call for a model"2000B". The most recent list of approved backflow assemblies does not list the"2000ss" as an approved VU (vertical up)installation. However, both assemblies can be use for a horizontal(H)installation. Please supply the correct cut sheet for whichever assembly you will be installing. 0 Page 1 • City of Arlington REQUEST FOR REVIEW FORM NAME: V BP #: 05- DATE: RETURN THIS FORM BY:_ PROJECT SUMMARY: RESPONDING DEPARTMENTS 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 NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY /- K- , `� J DATE �I�Z`t/�ci �� � r r Page 1 HYDRAULIC CALCULATIONS ACE FIRE PROTECTION SYSTEMS, INC. 23220 Maple Valley Hwy. SE Suite 3-D Maple Valley, WA. 98038 Date 11/17/05 Job: STILLAG2 Job STILLAGUAMISH GARDENS - REMOTE AREA #1 18508 SMOKEY POINT BLVD Authority having Jurisdiction CITY OF ARLINGTON Occupancy LIGHT/RESIDENTIAL Density 0.05 gpm/sq.ft. Coverage per Sprinkler 16 X 16 Number of Sprinklers Calculated: 5 heads System type Wet Water Supply 90.00 psi Static, 75.00 psi Residual @ 833.0 gpm Demand 63.88 psi @ 82.3 gpm @ B.O.R. 74.66 psi @ 82.3 gpm @ Supply 89.79 psi available @ 82.3 gpm Demand is below curve by 15.13 psi Sprinklers _ _ TYCO LFII 1/2" 155 DEG. RECESSED K=4.9 C)5--br766--- R-ECEIVEDC NOV 18 2005 COA BUILDING DU 1 _ .. _ I I I _1 ,�'1' i r_ _ 1 City of Arlington REQUEST FOR REVIEW FORM Jr. NAME: . 77 BP #: R5_ DATE: 0 / L:? RETURN THIS FORM BY: PROJECT SUMMARY: f� ' RESPONDING DEPARTMENTS 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 ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS I REVIEWED BY c- r=t DATE Pt4_ tSSKt l- 3i -oG� B , • r City Of Arlington REQUEST F OR REVIEW FORM NAME: - DATE d �13 : 05_ �`' — �D/C�7 PROJECT SU RETUI� THIS FO 6 MMARY: `—� R 4 BY: P r� TOM C., FIRE RESPONDING DEPARTMENTS KARENL., UTILITIES DAVE A. BUILDING DERYL T., UTILITIES KERRY W., BUILDING BILL B. NATURAL RESOURCE SCOTT B., BUILDING GREGG E., ENGINEERING YVONNE P., PLANNING SHERRI PHELPS BUS LIC CWA., CONSULTANT SUBMITTAL INFORMATION IS comments in JIM T., CONSULTANT checked. memo form. If you have CHED. Please no comments c i ri f PLEAPlease retu r r) the form with d the"No Comments"boxrn this form and y SE MARK ONC BOX SIGN, DATE A C�MME ND RE7�LJ RN THIS FORM TO LINDA. NTS FOR THIS REVIEW q � NO COMMENTS ATTACHED MEMO FOR THIS REVIEW � COMMENTS Q SAY TO ISSUE PERMIT MENTS :EVIEWED BY DATE 1 I ' S 1 IA 1 •1 � 1 1 Y-,1 1 , t V ' 1 - L 1:i1u ' - 1 1. 1�� • � 1 1 1 n 1 H I I I_•� ' , 1 , 1 L � 1 . r ■ , � �■ ■, 1 1 r 'V1 ti� 1 I 1 y 1 '1 L 1 • 1 r' y y 1 1 ■ 1_11 I NJ 11 ti ti I