Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File 4401 Anaco Beach Place
I � T ` 1 r OF CITY OF ANACORTES • WASHINGTON v COP-� BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Aingie Famiy Residence Located At: 4401 Anaco Beach Place STREET&NUMBER Owner Bill Turner Mt . Erie Construction Constructed By: OWNER OR CONTRACTOR Bldg. Permit#: BLD-2005-0540 Date Issued: July 22 , 2005 Occ.Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. Thigth Day of flay 20 09 AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS.rimmis l " FAX COVER c,iv i RI,)i i It,1,1 i r P.O. Box 472,Anacortes,WA 98221 Phone: (360)202-6287 Office: (360)899-5941 Fax: (360)899-5942 Email: mteriel@eomeast.net Attn: Don Measamer/Building Dept. To: City of Anacortes Fax: 293-1938 Phone: 293-1901 From: Bill Turner Date: April 24, 2009 Occupancy Permit for 4401 Anaco Re: Cc: Beach Place Total: 2 (incl. Cover Page) cry: Note: Don, Please find attached document. Bill r `lC1 Z01T0 3Dtld NDI13f1NISNoo 3Id3 1W Zt65668096 55:60 600Z;'12C;C0 FROM :Lida SP:char r(>: NG. :36Ud.C,3'1-da .+a v. -. .. 3fctck }-kou Y.t ytia / #' ó( 0 8Gc4, N G�6aPoYl oar A dt, L?' �s 19v ✓17 fli / nre,y . I i I �) • -Lt_----i : frili , 1 II ! o'er. eI1.-577' I i , I i I , I Li � J�� � ZO/Z0 3D' d NOI10ld1SNO0 3Id3 1W ZV69668098 SS :60 600Z/t'Z/t'2 0604804-2 0001 02/17/2006 002 8 Permit Fees 006740 $227.25 4 .; City of Anacortes Permit#: BLD-2006-0065 904 6th Street Issue date: 02/17/2006 ‘. P.O.Box 547 Expire date: 02/17/2007 r;a:ei 02 c Anacories, WA 98221-0547 11 (360) 293-1901 Job Address: 4401 ANACO BEACH RD Permit Type: Fire Sprinkler Permit ANACORTES WA 98221-9702 Project: APN: P61835 li Remarks: Install sprinkler system in single family residence. Owner: ANACO WEST CORP Contractor: X-FIRE Address: 4401 ANACO BEACH RD Address: 1511 KENTUCKY ST ANACORTES WA 98221-9702 BELLINGHAM WA 98229-4718 Phone: (360)293-9658 Phone: (360) 715-8088 License#: 'fire**961 do General Information: Fees: Building Valuation 9000 Plan Review Fee 87.75 State Building Code Fee 4.50 Building Permit Fee 135.00 Total Calculated: 227.25 Deposits/Receipts: 0.00 Total Due: 227.25 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THrS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION "cap - "' SIG.NNAA"'T'�URt'OF OWNER OR AUTHORIZED AGENT ISSUED gria X-FIRE DETECTION & SUPPRESSION 1511 Kentucky Street Bellingham, WA 98229 360-715-8088 Fax 360-756-6946 www.x-fire.biz License: XFIRE**961 PN Department of Jurisdiction: City of Anacortes Submitted to: Don Measamer Date: 01-16-2006 • 4'1*pro Job Name: BILL TURNER Job Address: 4401 ANACO BEACH RD. ,mot ANACORTES, WA 98221 v` ' weft Sprinkler type: 13d Date file # L-1200C„c %vy_ a SPcid4ec t 4 rails if air -a _ . _ Fire Protection by Computer Design 111 X-FIRE ��' �)1 1511 Kentucky St ��� Tics Bellingham, WA 98229 1��°� .360-715-8088 o" ,+yam y .o nstgisO agb Dece10 Job Name : BILL TURNER-Two Head Calculation (H.7 & H.16) Building . Location : 4401 ANACO BEACH RD. ANACORTES WA, 98221 System : L-1200 Contract . Data File : hydranet.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 X-FIRE Page 1 BILL TURNER-Two Head Calculation(H.7 &H.16) Date 042599 HYDRAULIC DESIGN INFORMATION SHEET Name - BILL TURNER Date - 1-16-06 Location - ANACORTES WA. 98221 ,Building - System No. - L-1200 Contractor - Contract No. - Calculated By - ROD DURHAM Drawing No. - L-1200 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 8' OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 15 Gpm System Type Listed Pres. at Start Point - 8.33 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Reliable Model VK-436 I Elevation at Highest Outlet - 124 Feet Size 1/2 K-Factor 5.2 G Note: Temperature Rating 155 N Calculation Gpm Required 30.0409 Psi Required 57.58 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 70 Elev. R Residual (Psi) - 60 Other Well Flow (Gpm) - 50 Proof Flow Gpm S Elevation - 100 P Location: x P L Source of Information: x Y Certlg�? r tarn Of 0 Red D t-4 4 30 44- A tot 44) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) , X-FIRE Page 2 BILL TURNER-Two Head Calculation (H.7 & H.16) Date 042599 City Water Supply: C1 -Static Pressure : 70 C2-Residual Pressure: 60 C2- Residual Flow : 50 150 . D1 -Elevation : 10.394 140 : D2-System Flow : 30.0409 D2-System Pressure : 57.581 130 Hose(Adj City) Hose ( Demand ) • p 120 D3-System Demand : 30.0409 R 110 - ' Safety Margin : 8.523 E 100 S 90 S 80 r C1 U 70 C2 R 60 E 50 40 30 20 10 q D1 25 50 75 100 125 150 175 200 225 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 page 0425e' Date 24 13 20 6 10 12 14 1 40 45 50 612 10 111 131 10 5 6 21 j5 61 g1 (naCJ 3 3h 4 14 16 25• 60 71 6 $Um N 16) 2 2'h 10 12 3 56 50 k-Ongs US u\atrc)a IN r $' 1`h 2 30 d Ga\c 1'!= 7 8 2 0 25 X_F\RE NER Two Hea Iz 3 1 4 5 6 15 Al 2 g\\.\.SUR 3 1 12 0 10 Fmmg teg at 2 0 05 0 Cosa Based on F oW pbbrev, w 0 IF aF'�xed 9�St?, Gate 3 enea gateVa\ve Fhngg e Generic Do •-eA\n G 0 powtey later T 130w Wrnc \\ uSp 030e3 /� 1 W ndnam/ Rou{e 11 i. fp rates by NYdratec\nc i por0Puter . rressute I now Jurriirrdry - o I PUVUAr LJ X-FIRE Page 4 BILL TURNER-Two Head Calculation (H.7& H.16) Date 042599 Node Elevation K-Fact Pt Pn Flow Density Area Press -No. Actual Actual Req. H.7 124.0 5.2 8.33 na 15.01 0.05 256 8.33 ' H.16 124.0 5.2 8.36 na 15.03 0.05 256 8.33 H.9 124.0 9.98 na T.43 124.0 10.48 na T.44 124.0 11.59 na T.49 116.0 17.9 na H.21 116.0 18.25 na H.14 116.0 19.12 na T.46 116.0 20.12 na H.15 116.0 20.12 na T.45 116.0 20.12 na H.4 116.0 20.42 na H.3 116.0 20.7 na T.41 116.0 20.81 na T.48 108.0 25.28 na H.23 108.0 25.33 na H.25 108.0 25.4 na T.54 108.0 25.47 na H.30 108.0 25.55 na H.19 108.0 25.59 na H.6 108.0 25.64 na H.11 108.0 25.72 na T.42 108.0 25.75 na H.8 108.0 25.75 na H.2 108.0 25.76 na H.1 108.0 25.76 na H.10 108.0 25.77 na T.47 108.0 25.77 na H.27 108.0 25.71 na .. H.28 108.0 25.68 na H.29 108.0 25.64 na I H.40 116.0 22.1 na T.53 116.0 19.23 na H.36 116.0 19.14 na T.52 116.0 19.05 na T.55 116.0 18.07 na T.56 124.0 11.52 na H.34 124.0 11.54 na H.37 124.0 11.56 na H.20 124.0 11.58 na H.39 116.0 18.09 na H.31 116.0 18.12 na H.33 116.0 18.13 na T.51 116.0 18.15 na H.26 116.0 18.19 na T.50 116.0 18.22 na H.12 116.0 18.98 na H.13 116.0 19.69 na H.5 116.0 20.34 na - H.22 116.0 18.03 na H.24 116.0 19.48 na H.32 116.0 19.81 na T.57 116.0 22.07 na_ H.38 108.0 25.5 na H.18 108.0 25.78 na H.17 108.0 25.79 na S.1 104.0 27.53 na MTR 100.0 37.46 na H.35 124.0 10.37 na STR 100.0 57.58 na The maximum velocity is 16.21 and it occurs in the pipe between nodes MTR and STR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rll Idl L alUUIdLIUl IS - Oldllualu X-FIRE Page 5 BILL TURNER-Two Head Calculation (H.7 &H.16) Date 042599 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn H.7 13.06 0.860 0.0 16.000 8.330 K Factor= 5.20 to 150 0.0 0.0 0.0 H.9 13.06 0.1030 0.0 16.000 1.648 Vel = 7.21 0.0 13.06 9.978 K Factor= 4.13 H.16 16.98 0.860 0.0 12.000 8.357 K Factor= 5.20 to 150 0.0 0.0 0.0 H.35 16.98 0.1674 0.0 12.000 2.009 Vel = 9.38 0.0 16.98 10.366 K Factor= 5.27 i H.9 13.06 0.860 1T 2.871 2.000 9.978 to 150 0.0 2.871 0.0 T.43 13.06 0.1031 0.0 4.871 0.502 Vel = 7.21 T.43 0.0 0.860 2T 4.871 5.000 10.480 to 150 0.0 5.743 0.0 T.44 13.06 0.1030 0.0 10.743 1.106 Vel = 7.21 T.44 1.45 0.860 2T 4.871 17.000 11.586 to 150 0.0 5.743 3.465 T.49 14.51 0.1251 0.0 22.743 2.846 Vel = 8.01 T.49 -3.72 0.860 1T 2.871 2.000 17.897 to 150 0.0 2.871 0.0 H.21 10.79 0.0723 0.0 4.871 0.352 Vel = 5.96 H.21 0.0 0.860 0.0 12.000 18.249 F to 150 0.0 0.0 0.0 H.14 10.79 0.0723 0.0 12.000 0.868 Vel = 5.96 H.14 0.0 0.860 1T 2.871 11.000 19.117 to 150 0.0 2.871 0.0 T.46 10.79 0.0724 0.0 13.871 1.004 Vel = 5.96 T.46 -11.14 0.860 1T 2.871 5.000 20.121 to 150 0.0 2.871 0.0 H.15 -0.35 -0.0001 0.0 7.871 -0.001 Vel = 0.19 H.15 0.0 0.860 1T 2.871 4.000 20.120 to 150 0.0 2.871 0.0 T.45 -0.35 -0.0001 0.0 6.871 -0.001 Vel = 0.19 T.45 2.99 0.675 1T 2.288 15.000 20.119 • to 150 0.0 2.288 0.0 H.4 2.64 0.0174 0.0 17.288 0.300 Vel = 2.37 I H.4 0.0 0.675 0.0 16.000 20.419 1 to 150 0.0 0.0 0.0 H.3 2.64 0.0173 0.0 16.000 0.277 Vel = 2.37 H.3 0.0 0.675 1T 2.288 4.000 20.696 to 150 0.0 2.288 0.0 T.41 2.64 0.0175 0.0 6.288 0.110 Vel = 2.37 T.41 4.68 0.860 2T 4.871 23.000 20.806 to 150 0.0 5.743 3.465 T.48 7.32 0.0352 0.0 28.743 1.013 Vel = 4.04 T.48 -4.73 0.860 1T 2.871 7.000 25.284 to 150 0.0 2.871 0.0 H.23 2.59 0.0052 0.0 9.871 0.051 Vel = 1.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rrrrar Liarcurauur IS - Jlar ruawU X-FIRE Page 6 BILL TURNER-Two Head Calculation (H.7 & H.16) Date 042599 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn H.23 0.0 0.860 0.0 13.000 25.335 to 150 0.0 0.0 0.0 H.25 2.59 0.0052 0.0 13.000 0.067 Vel = 1.43 H.25 0.0 0.860 1T 2.871 10.000 25.402 to 150 0.0 2.871 0.0 T.54 2.59 0.0051 0.0 12.871 0.066 Vel = 1.43 T.54 -1.26 0.675 1T 2.288 15.000 25.468 to 150 0.0 2.288 0.0 H.30 1.33 0.0049 0.0 17.288 0.085 Vel = 1.19 H.30 0.0 0.675 0.0 8.000 25.553 to 150 0.0 0.0 0.0 H.19 1.33 0.0049 0.0 8.000 0.039 Vel = 1.19 H.19 0.0 0.675 0.0 10.000 25.592 to 150 0.0 0.0 0.0 H.6 1.33 0.0050 0.0 10.000 0.050 Vel = 1.19 H.6 0.0 0.675 0.0 17.000 25.642 to 150 0.0 0.0 0.0 H.11 1.33 0.0049 0.0 17.000 0.083 Vel = 1.19 H.11 0.0 0.675 1T 2.288 3.000 25.725 to 150 0.0 2.288 0.0 T.42 1.33 0.0049 0.0 5.288 0.026 Vel = 1.19 T.42 -1.01 0.675 1T 2.288 8.000 25.751 to 150 0.0 2.288 0.0 H.8 0.32 0.0004 0.0 10.288 0.004 Vel = 0.29 H.8 0.0 0.675 0.0 15.000 25.755 to 150 0.0 0.0 0.0 H.2 0.32 0.0003 0.0 15.000 0.005 Vel = 0.29 H.2 0.0 0.675 0.0 10.000 25.760 to 150 0.0 0.0 0.0 H.1 0.32 0.0003 0.0 10.000 0.003 Vel = 0.29 H.1 0.0 0.675 0.0 12.000 25.763 to 150 0.0 0.0 0.0 H.10 0.32 0.0004 0.0 12.000 0.005 Vel = 0.29 H.10 0.0 0.675 1T 2.288 11.000 25.768 to 150 0.0 2.288 0.0 T.47 0.32 0.0003 0.0 13.288 0.004 Vel = 0.29 T.47 -1.58 0.675 1T 2.288 11.000 25.772 to 150 0.0 2.288 0.0 , - H.27 -1.26 -0.0044 0.0 13.288 -0.058 Vel = 1.13 H.27 0.0 0.675 0.0 7.000 25.714 I to 150 0.0 0.0 0.0 H.28 -1.26 -0.0044 0.0 7.000 -0.031 Vel = 1.13 H.28 0.0 0.675 0.0 9.000 25.683 to 150 0.0 0.0 0.0 H.29 -1.26 -0.0043 0.0 9.000 -0.039 Vel = 1.13 H.29 0.0 0.675 0.0 18.000 25.644 to 150 0.0 0.0 -3.465 H.40 -1.26 -0.0044 0.0 18.000 -0.079 Vel = 1.13 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rural L.drewauurw - OLdrlUdlU X-FIRE Page 7 BILL TURNER-Two Head Calculation (H.7 & H.16) Date 042599 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. "C" or Ftng's Pe Pv *****"* Notes """""" Point Qt Pf/UL Eqv. Ln. Total Pf Pn • H.40 0.0 0.675 1T 2.288 5.000 22.100 to 150 0.0 2.288 0.0 T.57 -1.26 -0.0045 0.0 7.288 -0.033 Vel = 1.13 0.0 -1.26 22.067 K Factor= -0.27 T.53 -2.99 0.675 1T 2.288 2.000 19.232 to 150 0.0 2.288 0.0 H.36 -2.99 -0.0217 0.0 4.288 -0.093 Vel = 2.68 H.36 0.0 0.675 1T 2.288 2.000 19.139 to 150 0.0 2.288 0.0 T.52 -2.99 -0.0219 0.0 4.288 -0.094 Vel = 2.68 T.52 -11.58 0.860 2T 4.871 2.000 19.045 to 150 0.0 5.743 0.0 T.55 -14.57 -0.1262 0.0 7.743 -0.977 Vel = 8.05 T.55 -0.96 0.860 2T 4.871 16.000 18.068 to 150 0.0 5.743 -3.465 T.56 -15.53 -0.1419 0.0 21.743 -3.086 Vel = 8.58 T.56 -1.45 0.860 1T 2.871 4.000 11.517 to 150 0.0 2.871 0.0 H.35 -16.98 -0.1675 0.0 6.871 -1.151 Vel = 9.38 i 0.0 -16.98 10.366 K Factor= -5.27 , H.16 -1.95 0.860 0.0 9.000 8.357 to 150 0.0 0.0 0.0 i H.7 -1.95 -0.0030 0.0 9.000 -0.027 Vel = 1.08 0.0 -1.95 8.330 K Factor= -0.68 T.56 1.45 0.860 1T 2.871 11.000 11.517 to 150 0.0 2.871 0.0 H.34 1.45 0.0017 0.0 13.871 0.024 Vel = 0.80 H.34 0.0 0.860 0.0 10.000 11.541 to 150 0.0 0.0 0.0 H.37 1.45 0.0018 0.0 10.000 0.018 Vel = 0.80 H.37 0.0 0.860 0.0 12.000 11.559 to 150 0.0 0.0 0.0 - H.20 1.45 0.0018 0.0 12.000 0.021 Vel = 0.80 H.20 0.0 0.860 1T 2.871 1.000 11.580 to 150 0.0 2.871 0.0 - T.44 1.45 0.0015 0.0 3.871 0.006 Vel = 0.80 0.0 1.45 11.586 K Factor= 0.43 T.55 0.96 0.675 1T 2.288 5.000 18.068 to 150 0.0 2.288 0.0 H.39 0.96 0.0027 0.0 7.288 0.020 Vel = 0.86 , H.39 0.0 0.675 0.0 11.000 18.088 to 150 0.0 0.0 0.0 H.31 0.96 0.0027 0.0 11.000 0.030 Vel = 0.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rlllai UdIUUla1IuI lb - owl maw X-FIRE Page 8 BILL TURNER-Two Head Calculation (H.7 & H.16) Date 042599 Hyd. Qa Dia. Fitting Pipe Pt Pt ' Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn H.31 0.0 0.675 0.0 6.000 18.118 1 to 150 0.0 0.0 0.0 H.33 0.96 0.0027 0.0 6.000 0.016 Vel = 0.86 H.33 0.0 0.675 1T 2.288 3.000 18.134 to 150 0.0 2.288 0.0 T.51 0.96 0.0026 0.0 5.288 0.014 Vel = 0.86 T.51 0.0 0.675 1T 2.288 14.000 18.148 to 150 0.0 2.288 0.0 H.26 0.96 0.0027 0.0 16.288 0.044 Vel = 0.86 H.26 0.0 0.675 1T 2.288 7.000 18.192 to 150 0.0 2.288 0.0 T.50 0.96 0.0027 0.0 9.288 0.025 Vel = 0.86 T.50 3.72 0.675 1T 2.288 13.000 18.217 to 150 0.0 2.288 0.0 H.12 4.68 0.0502 0.0 15.288 0.767 Vel = 4.20 H.12 0.0 0.675 0.0 14.000 18.984 to 150 0.0 0.0 0.0 H.13 4.68 0.0502 0.0 14.000 0.703 Vel = 4.20 H.13 0.0 0.675 0.0 13.000 19.687 to 150 0.0 0.0 0.0 H.5 4.68 0.0502 0.0 13.000 0.652 Vel = 4.20 H.5 0.0 0.675 1T 2.288 7.000 20.339 to 150 0.0 2.288 0.0 T.41 4.68 0.0503 0.0 9.288 0.467 Vel = 4.20 0.0 4.68 20.806 K Factor= 1.03 T.50 -3.72 0.860 1T 2.871 16.000 18.217 to 150 0.0 2.871 0.0 H.22 -3.72 -0.0101 0.0 18.871 -0.191 Vel = 2.05 H.22 0.0 0.860 1T 2.871 10.000 18.026 to 150 0.0 2.871 0.0 T.49 -3.72 -0.0100 0.0 12.871 -0.129 Vel = 2.05 0.0 -3.72 17.897 K Factor= -0.88 T.52 11.59 0.860 2T 4.871 37.000 19.045 - to 150 0.0 2.871 5.197 S.1 11.59 0.0825 0.0 39.871 3.291 Vel = 6.40 0.0 11.59 27.533 K Factor= 2.21 T.53 2.99 0.675 1T 2.288 9.000 19.232 to 150 0.0 2.288 0.0 I H.24 2.99 0.0219 0.0 11.288 0.247 Vel = 2.68 H.24 0.0 0.675 0.0 15.000 19.479 to 150 0.0 0.0 0.0 H.32 2.99 0.0219 0.0 15.000 0.328 Vel = 2.68 H.32 0.0 0.675 1T 2.288 12.000 19.807 to 150 0.0 2.288 0.0 T.45 2.99 0.0218 0.0 14.288 0.312 Vel = 2.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rulal L'dluulatIUI IS - otallUdlu X-FIRE Page 9 BILL TURNER-Two Head Calculation (H.7 &H.16) Date 042599 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 2.99 20.119 K Factor= 0.67 T.57 -1.26 0.675 1T 2.288 6.000 22.067 to 150 0.0 2.288 3.465 H.38 -1.26 -0.0043 0.0 8.288 -0.036 Vel = 1.13 H.38 0.0 0.675 1T 2.288 4.000 25.496 to 150 0.0 2.288 0.0 T.54 -1.26 -0.0045 0.0 6.288 -0.028 Vel = 1.13 0.0 -1.26 25.468 K Factor= -0.25 T.47 1.58 0.860 2T 4.871 11.000 25.772 to 150 0.0 2.871 1.732 S.1 1.58 0.0021 0.0 13.871 0.029 Vel = 0.87 0.0 1.58 27.533 K Factor= 0.30 T.42 1.01 0.860 1T 2.871 25.000 25.751 to 150 0.0 2.871 0.0 H.18 1.01 0.0009 0.0 27.871 0.025 Vel = 0.56 H.18 0.0 0.860 0.0 10.000 25.776 to 150 0.0 0.0 0.0 H.17 1.01 0.0009 0.0 10.000 0.009 Vel = 0.56 H.17 0.0 0.860 1T 2.871 17.000 25.785 to 150 0.0 0.0 1.732 S.1 1.01 0.0009 0.0 17.000 0.016 Vel = 0.56 0.0 1.01 27.533 K Factor= 0.19 T.48 4.73 0.860 2T 4.871 30.000 25.284 to 150 0.0 2.871 1.732 S.1 4.73 0.0157 0.0 32.871 0.517 Vel = 2.61 0.0 4.73 27.533 K Factor= 0.90 T.46 11.14 0.860 2T 4.871 26.000 20.121 to 150 0.0 2.871 5.197 S.1 11.14 0.0767 0.0 28.871 2.215 Vel = 6.15 S.1 18.90 1.528 1Wmc 0.0 75.000 27.533 to 150 0.0 0.0 7.732 * Fixed loss= 6.000 MTR 30.04 0.0293 0.0 75.000 2.196 Vel = 5.26 MTR 0.0 0.87 1E 1.215 40.000 37.461 , to 150 1T 3.038 4.253 0.0 STR 30.04 0.4547 1G 0.0 44.253 20.120 Vel = 16.21 0.0 30.04 57.581 K Factor= 3.96 1 i i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . March 12,2004 Sprinkler 140j FREEDOM' RESIDENTIAL V IKING® TECHNICAL DATA SIN VK436 (5.2 PENDENT DEPRII ACTOR) Testing: U.S.A. Patent No.4,831,870 5.INSTALLATION Thread Size:'A"(15 mm)NPT rr $, _ Nominal K-Factor:5.2 U.S.(7,5 metric*) WARNING: Viking residential sprin- a *Metric K-Factor shown is for use when pressure is klers are to be installed in accor- measured in kPa.When pressure is measured in dance with the latest Viking technical BAR,mukiply the metric K-Factor shown by 100. data, the latest edition of applicable I _ Overall Length:2-1/4"(57 mm) standards of the National Fire Pro- SPRINKLER MATERIALS tection Association and any other Frame: Brass Castings UNS-C84400 similar Authorities HavingJurisdic- I Deflector:Brass UNS-051000 tion, and also with provisions of gov- Bulb:Glass, nominal 3 mm diameter ernmental codes, ordinances, and '�.^'.4 .4j'a Belleville Spring Sealing Assembly: standards whenever applicable. h,•,r Nickel Alloy, coated on both sides Final approval and acceptance of '�,�.,fir,,,,;,,_-- with Teflon Tape PP Compression Screw:Brass UNS-C36000 all residential sprinkler installs- Pip Cap and Insert Assembly: Copper [ions must be obtained from the 1.PRODUCT NAME UNS-C11000 and Stainless Steel Authorities Having Jurisdiction. Viking FreedomTM Residential Pendent UNS-S30400 When using Viking Residential Sprinkler Sprinkler N V Part 4.ACCESSORIES SIN VK436 for systems designed to • Sprinkler Base Part Number 12166 NFPA 13D or NFPA 13R, apply the Sprinkler Cabinets: • Available since 2003 A.Six-head capacity: Part No.01724A listed areas of coverage and minimum 1-The Sprinkler Identification Number (SIN) is B. Twelve head capacity: Part No. water supply requirements shown in the stamped on the sprinkler deflector. 01725A approval chart on page 140 k. 2.MANUFACTURER Available since 1971. For systems designed to NFPA 13'The The Viking Corporation Sprinkler Wrenches: number of design sprinklers is to be the 210 N. Industrial Park Road A. Standard wrench: Part Number four most hydraulically demanding Hastings, Michigan 49058, USA 10896W/B(available since 2000) sprinklers. The minimum required dis- ' Telephone: (269)945-9501 B. Wrench for coated and recessed charge from each of the four sprinklers (877)384-5464 sprinklers: Part Number 07398W** is to be the greater of the following: Fax: (269)945-9599 (available since 1990) or Part No. • The flow rates given in the approval e-mail:techsvcs@vikingcorp.com 12144W/B**, available since 2003. chart on data page 140 k for NFPA 3.TECHNICAL DATA NOTE: Recessed pendent sprin- 13D and NFPA13R applications for Glass-bulb fluid temperature rated to klers with protective caps must each listed maximum area of cover- -65°F(-55°C). use wrench 12144W/B. age,o7 Rated to 175 psi(1 207 kPa)water work- "A''A"ratchet is required(not available from VF • A minimum discharge of 0.1 gpm/s q ing pressure. king). ft.over the"design area"consisting of Refer to the "Sprinkler Accessories" Factory tested hydrostatically to 500 psi of the Vikingd the four most hydraulically demanding sectionEngineering an (3448 kPa). Design of Data book for information on sprinklers for the coverage areas be- Spring:U.S.A. Patent No.4,167,974sprinkler accessories. ing protected by the four sprinklers. Bulb: U.S.A. Patent No.4,796,710NOTE:The As=SxL method must be Sprinkler Nominal Sprinkler used to determine the sprinkler pro- Temperature Temperature Radng2 Maximum Ambient[ Bulb tectionarea of coverage per NFPA 13. Classification (Fusing Point) Ceiling Temperature Color Refer to the "Viking Residential Ordinary 155°F(68°C) 100°F(38°C) Red Sprinkler Installation Guide" pages Intermediate 175°F(79°C) 150°F(65°C) Yellow (i-iv) for general care, installation, Sprinkler Finishes:Brass,Chrome-Enloy°(patents pending),White,and Black and maintenance information. Footnotes t Based on NFPA-13.Other limits may apply,dependingon fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation stan- dards. 2 The sprinkler temperature rating is stamped on the deflector. Table 1 Note: Units of measure in parentheses Replaces page 140 j-m,dated June 13,2003.Refer to residential sprinkler technical may be approximations. data page(i-iv)for general care, installation, and maintenance information. Form No. F_081202 Sprinkler 140 k March 12,2004 NIKING® TECHNICAL DATA SIN PENDK43ENT (5 2SPRINKLER ° Deflector Style NPT Thread Size Nominal K-Factor Overall Length Sprinkler Base Part Sprinkler Identification Inches mm U.S. metric Inches mm Number2 Number(SIN)_____ Pendent '4 15 5.2 7,5 2-1/4 57 12166 VK436 Approval Chart r Temperature KEY Residential Pendent Sprinkler SIN VK436(5.2 K-Factor) � Finish For systems designed to NFPA 13D or NFPA 13R. A1X� Escutcheon(if applicable) Installed below smooth,flat,horizontal ceilings and horizontal ceilings with beams. Includes ceilin es with slopes up to and including 2/12(9.5°). Maximum Areas of Coverage? Minimum Water Supply Requirements? Lixs5mgs3 cULus . NYC 16'x 16'(4,9mx 4,9 m) 14 gpm @72 psi(53 Umin @ 50 kPa) A1X =__ 18'x 18'(5,5 m x 5,5 m) 17 gpm @ 10.7 psi(64,4 L/min @ 73,7 kPa) A1X — 20'x 20'(6,1 m x 6,1 m) 20 gpm @ 14.8 psi(75,7 Umin @ 102 kPa) A1X — Installed below ceilingswith slopes&up to and Including a 4112(18.4°)pitch.Refer to Fi ure 1 below. Maximum Areas of Coverage6.7 Minimum Water Supply Requirements? cULus° NYC 18'x 18'(5,5 m x 5,5 m) 17 gpm @ 10.7 psi(64,4 L/min @ 73,7 kPa) A1X — Installed below ceilings with slopes6 up to and including an 8/12(33.7°)pitch.Refer to Fi ure 1 below. Maximum Areas of Coverage6.7 Minimum Water Supply Requirements? cULus° NYC 16'x 16'(4,9 mx 4,9 m) 14 gpm @7.2 psi(53 Umin @50 kPa) A1X I — 18'x 18'(5,5 m x 5,5 m) 18 gpm @ 12 psi(68,1 Umin @ 82,6 kPa) B1X I — 18'x 18'(5,5 m x 5,5 m) 21 gpm @ 16.3 psi(79,5 Umin @ 112,4 kPa) C1X l____- 20'x 20' 6,1 m x 6,1 m) 20 pm @ 14.8 psi 75,7 Umin @ 102 kPa B1X j — 20'x 20'(6,1 m x 6,1 m) 21 gpm @ 16.3 psi(79,5 L/min @ 112,4 kPa) C1X I — Approved Temperature Ratings Approved Escutcheons A-155°F(68°C)and 175°F(79°C) Approved Finishes X-Standard surface-mounted escutcheons or the Vi- -155°F(68°C) 1 -Brass,Chrome-Enloy°,White,and Black king Microfast Model F-1 Adjustable Escutc B 68°C eon&, or recessed with the Viking Micromatic® C-175°F (79 Model E-1 or E-2 Recessed Escutcheon Footnotes 1 Metric K-Factorshown isforusewhen pressure is measured in kPa.When pressure is measured in BAR,multiplythe metnc K-Factorshown by 10 0 2 Base part number shown.For complete part number,refer to Viking's current price list. 3 This chart shows the listings and approvals available atthe time of printing.Other approvals maybe in process.Checkwith the manufacturerfor any additional approvals 4 Listed by Underwriter's Laboratories,Inc.for use in the U.S.and Canada. 5 Listingsare for residential occupancies with smooth,flat,horizontal ceilings or horizontal ceilings with beams.Includesceilings with slopes up to and including a 2/12(9.5°)pitch.(For beam ceiling design criteria, refer to Table 2 and Figures 2A through 3D on pages 140 1-m). &Areas under sloped ceilings must be measured along the ceiling slope.Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. 7 For areas of coverage smaller than shown,use the"Minimum WaterSupply Requirement"forthe next larger area listed.Flows and pressures listed are per sprinkler. 3 The Viking Microfast®Model F-1 Adjustable Escutcheon is considered a surface-mounted escutcheon because it does not allow the fusible ele- ment of the sprinkler to be recessed behind the face of the wall or ceiling. �•:• Listed areas of coverage correspond to areas measured \ ••Ir' •r�rui�••i along the ceiling slope.(For sloped ceiling installations, onriC•••iii actual floor coverage in the horizontal plane under Refer to the \ istr :ear'.eard� 9 Approval Chart ••'"rr••r •:• •••� :•cram, sloped ceilings will be less than the listed area.) rr • riorleN•i•r above for maximum w r•:•aa• w'rq. ceiling slope. Isom „,erfa►t• Notes: tie alaTt:r •«41 •' 1. Actual installations mayrequire multiple sprin- klers. A single sprinkle installation has been ?rN••rr••rr. '- .•rnrrv. shown for clarity Refer to the Approval '" I 2. For"cathedral"ceiling applications, install span- F Chart above for listed .` klers in a symmetrical mirror-image of Figure 1 areas of coverage. �� �ti 3.For areas of coverage smaller than the listed ar- .: •y�0 O 4 eas, use the "Minimum Water Supply Require- .o •� : �� ments"for the next larger listed"sloped'spacing J. . .. Refer to the Approval Chart above. • p• Figure 1:Installation Instructions-Sloped Ceilings FOR SMALL PIPE VSR-SFG VANE TYPE WATERFLOW ALARM SWITCH Me Symbol effttdnSq WITH RETARD AND GLUE-IN UNION CUL,UL and CSFM Listed,CE Marked,NYMEA ACCEPTED Service Pressure: Up to 175 PSI(12,07 BAR) Minimum Flow Rate for Alarm: 8-10 GPM(30-38 LPM) I Maximum Surge: 18 FPS(5,5 m/s) Enclosure: Die-cast,red powdercoat finish No.1113555:Cover held in place with tamper resistant screws No.1113600-Tamper Cover incorporates micro-switch. Cover Tamper Activated by cover removal I Cover Tamper Switch Contacts:One set SPDT, Rated at 250VAC. 3 I. i1r Cover Tamper Switch Terminations: 8"22AWG wire leads. u 1 jjl z Contact Ratings: Two sets of SPDT(Form C) 15.0 Amps at 125/250 VAC A.', , 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2"conduit. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp.,Gnnnell Spnnkler Corp.,Spears F Manufacturing Co.,and IPEX(Scepter). Fits pipe sizes-1",1-1/4",1-1/2"and 2" Stock No.1113555 Environmental Specifications: i 1113600 WITSK •Suitable for indoor or outdoor use with factory installed gasket and die-cast housing • For NEMA 4IIP55 rated enclosure-use with appropriate Service Use: conduit fitting and/or plugs. Automatic Sprinkler NFPA-13 •Temperature range:40°F to 120°F(4,5°C to 49°C) One or two family dwelling NFPA-13D Caution: This device is not intended for applications in explosive Residential occupancy up to four stories NFPA-13R environments National Fire Alarm Code NFPA-72 The Model VSR-SFG is a vane type waterflow switch for use on wet operation of the VSR-SFG.See Fig 1.)Wait 2 to 4 hours to allow the glue spnnkler systems using CPVC plastic fittings manufactured by Central to dry before attaching the VSR-SFG to the 1"male fitting Select the Sprinkler Corp.,Grinnell Spnnkler Corp.,Spears Manufacturing Co.,and proper paddle for the pipe size and type of TEE used.See Fig.3 and Fig. IPEX(Scepter)that use 1",1-1/4",1-1/2"or 2"pipe sizes.It is equipped 5 for instructions on how to change paddle.Verify that the o-ring is with a union to accommodate installation in confined spaces. properly positioned in its groove.Hand tighten the nut on the union after The unit contains two single pole double throw snap action switches orienting the device in the appropriate direction to detect waterflow as and an adjustable,instantly recycling pneumatic retard The switches shown in Fig 2. are actuated when a flow of 8-10 gallons per minute(30-38 liters per CAUTION:Do not over-tighten the union nut,hand tighten only! minute)or more occurs downstream of the device.The flow condition The vane must not rub the inside of the TEE or bind in anyway.The stem must exist for a period of time necessary to overcome the selected retard should move freely when operated by hand. period. INSPECTION AND TESTING:Check the operation of the unit by opening INSTALLATION: These devices may be mounted on horizontal or the inspector's test valve at the end of the spnnkler line or the drain and vertical pipe.On horizontal pipe they should be installed on the top side test connection,if an inspector's test valve is not provided. of the pipe where they will be accessible.The units should not be installed within 6"(15 cm)of a valve,drain or fitting which changes the If there are no provisions for testing the operation of the flow detection direction of the waterflow.The unit has a 1"male fitting for gluing into device on the system,application of the VSR-SFG is not recommended a CPVC plastic TEE. or advisable. Loosen the union nut and separate the 1"male fitting from the VSR-SFG. The frequency of the inspection and testing and its associated protective Glue the 1"male fitting into the TEE following the TEE manufacturer's monitoring system should be in accordance with the applicable NFPA instructions for preparation and gluing of CPVC piping systems.(NOTE: Codes and Standards and/or authonty having lunsdiction(manufacturer The 1"male fitting must bottom out on the stop of the TEE for proper recommends quarterly or more frequently). Potter Electric Signal Company•2081 Craig Road,St Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT.#8800009-REV N PAGE 1 OF 2 MFG #5401062-11/02 -- _ _ FOR SMALL PIPE VSR-SFG VANE TYPE WATERFLOW ALARM SWITCH Me Symbol al Ptiotaialm WITH RETARD AND GLUE-IN UNION FIG.1 FIG.2 APPROX.RETARD SETTINGS(IN SEC.) Retard Adjustment: 0 A B C D E - To change time,turn knob(either direc- 5 10-25 20-40 35-55 50-70 60-90 - ^'r-re'7 6on)for desired time delay Use the mini- mum amount of retard necessary to pre- vent false alarms.A"B"setting is usually - ,,,'. - _c' -j adequate for this.Factory set at"B" $,-"1. t5.,=,�,",'-. , , i r =,1 FIG-3 I,; lIIl) l �a . 4)' I, .".� I rP ;',• .. Important. F� V" 7 paddles are furnished with each unit to V" zsz/," accommodate the various sizes and - r, ` - manufacturers of TEES. The paddles " 1 ' Glue the 1"male fitting into the TEE follow- - . ing the TEE manufacturer's instructions have raised lettering that show the pipe , for preparation and gluing of CPVC piping size and the TEE manufacturer they are - systems.Wait 2 to 4 hours to allow the glue to be used with.The proper paddle must '},":�.,�„° to dry before attaching the VSR-SFG to the be used.The paddle must be properly - _ 1"male fttin attached(see Fig.3)and the screw that Shown wihoptonai cover 9 holds the paddle must be securely tight- Tam Switch wP ened. FIG.4 TYPICAL ELECTRICAL CONNECTIONS NOTES: COVER TAMPER 1. The model VSR-SFG has two SWITCH Ma -I switches, one can be used to (SHOWN WITH COVER IIMMENN. g operate a central station,props- IN PLACE) �. etary or remote signaling unit, an��• an_alii 1 „-- while the other is used to operate Ip- I 1 tin f local audible or visual annuncia- I. , .:I ml 6i Hf .r� + it 2. For supervised circuits see th As ncensAve. a I®. �` "Switch Terminal Connections" 41+N1 drawing and caution note(Fig 6) FIG.5 GRINNELL TEE FIG.6 SWITCH TERMINAL CONNECTIONS TEE's manufactured pnor TEES manufactured CLAMPING PLATE TERMINAL to599 after 599 r ,I �_ ,6 , NOTICE: 441 dr®-+ As of 5/99 Grinnell has changed the design of their TEE fittings.The new CAUTION: fittings will require the use of the standard paddle,while you will still be An uninsulated section of a single conductor should not be looped around required to use the paddle marked Grinnell on all fittings manufactured the terminal and serve as two separate connections.The wire must be prior to this date.Failure to install the correct paddle could cause the severed,thereby providing supervision of the connection in the event that device to malfunction or operate improperly. the wire becomes dislodged from under the terminal. APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges,trapped air,or short retard times,waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF,deluge,or chemical suppression systems. PRINTED IN USA MKT.#8800009-REV N PAGE 2 OF 2 MFG.#5401062-11/02 HARVEL PLASTICS, INC. /TN 300 Kuebler Road .HARVEL¢ Easton,PA 18040 `,PLASTICS,INC. (610)252 7355 www.harvelblazemaster.com PRODUCT SPECIFICATION HARVEL BLAZEMASTER CPVC FIRE SPRINKLER PIPE APPLICATION: Corrosion resistant fire sprinkler pipe,IPS sizes 3/4"through 3",for use in wet automatic fire sprinkler systems.When installed in accordance with Harvel's Installation Instructions,this pipe is Listed by Underwriters Laboratories(UL)for use in: Light Hazard Occupancies as defined in the Standard for Installation of Sprinkler systems(NFPA 13);Residential Occupancies up to and including four stories in height(NFPA I3R);and Residential Occupancies as defined in the Standard for Sprinkler Systems in One and Two Family Dwellings and Mobile Homes(NFPA l3D). Harvel BlazeMaster pipe is UL Listed for use in Return Air Plenums(NFPA 90A),System Risers per NFPA 13R and 13D,Exposed installations,Garages per NFPA 13R,and for use as Underground Fire Service Mains (NFPA 24) when installed in accordance with Harvel CPVC Fire Sprinkler Pipe Installation Instructions. SCOPE: This specification outlines minimum manufacturing requirements for Chlorinated Polyvinyl Chloride(CPVC)standard dimension ratio(SDR)13.5 series iron pipe size(IPS)fire sprinkler pressure pipe. Pipe is intended for use in wet automatic fire sprinkler systems when installed in accordance with Harvel Plastics, Inc. CPVC Fire Sprinkler Piping Products Installation Instructions. Harvel BlazeMaster pipe carries a maximum working pressure of 175 psi @ 150 F. Pipe meets or exceeds applicable industry standards and requirements as set forth by the American Society for Testing and Materials(ASTM),the National Sanitation Foundation(NSF),and Underwriters Laboratories(UL). Harvel BlazeMaster fire sprinkler pipe is approved by the Factory Mutual Corporation(FM)and the Loss Prevention Certification Board(LPCB). Refer to current approval guide and installation and design manual for installation limitations. CPVC MATERIALS: The matenal used in the manufacture of the pipe shall be a rigid chlorinated polyvinyl chloride(CPVC)compound,Type IV Grade I,with a Cell Classification of 23447 as defined in ASTM D1784. The compound and the finished product shall be orange in color, and shall be approved by the national Sanitation Foundation(NSF)for use with potable water. Material used shall be domestically produced BlazeMaster CPVC material as provided by Noveon,Inc. DIMENSIONS: Harvel BlazeMaster CPVC fire sprinkler pipe shall be manufactured to Standard Dimension Ratio(SDR) 13.5 dimensions in strict accordance to the requirements of ASTM F442 for physical dimensions and tolerances. Each production run of pipe manufactured in compliance to this standard,shall also meet the test requirements for materials,workmanship,burst pressure,flattening,and extrusion quality defined in ASTM F442. Furthermore,this pipe shall consistently meet or exceed the physical performance test requirements of the appropnate approval/listing agency(s)follow-up procedures established for the product. MARKING: Product marking shall meet the requirements of ASTM F 442 and the Listing agency. Marking shall include: the phrase Harvel BlazeMaster(or the manufacturers'trademark when privately labeled);the nominal pipe size;the type of material and the material designation code;the SDR series and pressure rating for water(SDR 13.5; 175 psi @ 150 F);the ASTM designation F 442;the logo of the Listing and Approval agencies(UL,FM,LPCB,etc.);the independent laboratory's seal of approval for potable water usage (NSF-pw); the date, shift, and extruder code of manufacture; and the UL assigned control number (2N95). SYSTEM DESIGN: The CPVC sprinkler system shall be hydraulically calculated using a Hazen-Williams C factor of 150,and shall be designed in stnct accordance with the Standard for Installation of Sprinkler Systems,NFPA 13 Light Hazard,NFPA 13R,and NFPA 13D as applicable. • INSTALLATION PROCEDURES: All Installation procedures such as storage and handling,solvent cement joining techniques,pipe support spacing,bracing,allowance for thermal expansion/contraction,component assembly techniques,and testing etc.shall be in strict accordance with Harvel Plastics, Inc.Installation Instructions and the UL Listing which includes installation limitations. SYSTEM COMPONENTS: Fittings used shall be UL Listed BlazeMaster CPVC fittings and shall meet or exceed the requirements of ASTM F437 (Sch 80 threaded), ASTM F437 (Sch 80 socket), or ASTM F438 (Sch 40 socket) as applicable, such as those manufactured by Spears Manufacturing Co. or equivalent. Solvent Cements and Primers used shall be those referenced in Harvel Plastics, Inc. Installation Instructions,which meet or exceed the requirements of ASTM F656 and ASTM F493,and shall be approved by the National Sanitation Foundation(NSF)for use with potable water. Socket type joints,sizes 3/4"-3",shall be made up using either the One-Step solvent cement joining method,or the Two-Step solvent cement and primer joining method. The solvent cement joining method chosen shall be applied in strict accordance with the appropriate procedures as outlined in Harvel Plastics Installation Instructions. PAGE 1 BLZSPEC 7/02 MAINTENANCE: Maintenance shall be in accordance with the Standard for Inspection,Testing,and Maintenance of Water Based Sprinkler Systems as defined by NFPA 25. LIMITATIONS: •CPVC systems are intended for use at a maximum working pressure of 175 psi and ambient temperature of 150F. 1 •CPVC systems shall employ sprinkler heads having a maximum temperature rating of 170F or lower,regardless of type. •CPVC products shall be installed in wet pipe systems only. •Air or compressed gas shall never be used for pressure testing. •CPVC sprinkler systems shall be hydrostatically tested for 2 hours at 200 psi,or 50 psi in excess of the normal working pressure when the normal working pressure exceeds 150 psi. Lines shall be slowly filled with water and the air bled from the highest and farthest spnnkler heads before test pressure is applied. •Only Teflon tape or a thread sealant specifically approved for use with BlazeMaster shall be used in making threaded connections. •Where freeze protection is required,only glycerin based anti-freeze solutions shall be used and installed in accordance with NFPAI3. •CPVC is not intended for use in combustible concealed spaces where sprinklers are required to protect these areas as defined byNFPA13. •CPVC sprinkler piping may be installed in a plenum space adjacent to,but not over,openings in the ceiling such as open ventilation grills,and require the use of schedule 80 fittings for use on 1_"and larger pipe sizes. ' •Minimum protection when installed"concealed"shall consist of:3/8"gypsum wall board,acoustical ceiling panels weighing notless than.35 pounds per square foot,or 1/2"plywood soffits. Minimum protection for NFPA 13R and 13D systems may consist of 1/2"plywood. •When installed without protection,"exposed"pipe is to be installed:beneath smooth,flat horizontal ceiling construction;employ Listed Quick-Response pendent sprinkler heads with deflectors installed no more than 8"from the ceiling or Listed Residential pendent sprinklers located in accordance with their listing and a maximum distance not to exceed 15 feet;or employ Listed Quick-Response horizontal sidewall sprinklers with deflectors installed within 6"from the ceiling and within 4"from the I sidewall,or Listed Residential horizontal sidewall sprinklers located in accordance with their listing and a maximum distance not to exceed 14 feet. Refer to current edition of Harvel Installation Instructions(HFS-3)for additional limitations end installation requirements. Harvel CPVCFire Sprinkler Pipe Dimensions SDR13.5(ASTMF442) I Inches Nominal Avg.D.D. Min.Wall Avg.ID. Nam.Weight Memberal: AFSA NFPA NFSA 1 Size (L6sift) 3/4" 1.050 .078 .874 .168 1" 1.315 .097 1.101 .262 11/2" 1.660 .123 1398 .418 / J ,� � I FM� I 1 1/2" 1.900 .141 1394 .548 pp FM =... ••'•^•' 2" 2.375 .176 2.003 .859 - o CB 21/2" ---EE75 213 2.423 1.157 ® L C -L US 3" 3.500 .259 2.950 1.867 maims....:`"'iwmiriplisyoipi.ca Harvel CPVC Fire Sprinkler Pipe Dimensions ASTM STANDARD D1784 MATERIAL CLASSIFICATION EQUIVALENTS: Cell Classification 23447=CPVC Type IV Grade I=CPVC 4120 I PIPE SIZES SHOWN ARE MANUFACTURED IN STRICT COMPLIANCE WITH ASTM F442 SAMPLE SPECIFICATION: All CPVC fire sprinkler pipe shall be manufactured from a Type IV, Grade I Chlorinated Polyvinyl Chloride(CPVC) compound with a Cell Classification of23447perASTMD1784. Pipe shall be manufactured in strict compliance with ASTMF442 to SDR 13.5 dimensions,consistently meeting the QualityAssurance test requirements of this standard with regard to material, workmanship,burst pressure,flattening and extrusion quality. All CPVC fire sprinkler pipe shall be Listed by Underwriters Laboratories for wet pipe systems,and shall carrya rated working pressure of 175 psi @ 150F. • All CPVC fire sprinkler pipe shall be installed in accordance with Harvel Plastics,Inc. CPVC Fire Sprinkler Piping Products Installation Instructions. National Fire Protection Association(NFPA)Standards 13,13D,and 13R must be referenced for design and installation requirements in conjunction with the Installation Instructions. An ISO 9002 certified plastic pipe manufacturer shall produce the pipe in the USA using domestic materials.All BlazeMaster pipe shall be packaged in boxes immediately after its manufacture to prevent damage and shall be stored indoors after production,at the manufacturing site,until shipped from factory. This pipe shall bear the logo of the listing agency,and I shall carry the National Sanitation Foundation(NSF)seal of approval for potable water applications. All CPVC fire sprinkler pipe shall be Harvel BlazeMaster pipe as manufactured by HARVEL PLASTICS, INC. BlazeMaster is a registered trademark of Noveon,Inc. PAGE 2 BLZSPEC 7/02 e VIXR.EX5953 - Cross-linked Polyethylene (PEX) Sprinkler Pipe and Fittings Page 1 of 2 • li Online Certifications Directory VIXR.EX5953 Cross-linked Polyethylene (PEX) Sprinkler Pipe and Fittings Page Bottom Questions? Previqus Page I Cross-linked Polyethylene (PEX) Sprinkler Pipe and Fittings Guide Information REHAU INC EX5953 1501 EDWARDS FERRY RD PO BOX 1706 LEESBURG, VA 20177 USA PEX pipe and fittings of the following types and sizes for a rated pressure of 130 psig: Description Size(s)In. RAUPEX Non-barrier Pipe 3/4, 1 90 Degree Elbow, Coupling,Plug, Sleeve, 3/4, 1 Tee Copper Manifold Fitting(24 ports 1, 1-1/4, 1-1/2, 2 x 3/4; 2 x 1 maximum) Female Copper Adapter 3/4 x 3/4, 1; 1 x 3/4, 1 Female Threaded Adapter 3/4, 1 Male Copper Adapter 3/4 x 3/4, 1; 1 x 1; 1 x 1-1/4 Male Threaded Adapter 3/4 x 3/4, 1; 1 x 1 Reducing Coupling 1 x 3/4 Reducing Tee 3/4 x 3/4 x 1; 1 x 3/4 x 3/4, 1; 1 x 1 x 3/4 Sprinkler Adapter Tee 3/4 x 3/4 x 1/2; 1 x 1 x 1/2 Female Copper Adapter 3/4 x 1/2 .../showpage.html?name=V IXR.EX5 953&ccnshorttitle=Cross-linked+Polyethylene+(PEX)+Sprinkler+Pipe+ano/13/03 Q VIXR.EX5953 - Cross-linked Polyethylene(PEX) Sprinkler Pipe and Fittings Page 2 of 2 Reducing Coupling 3/4 x 1/2 Reducing Tee 1/2 x 1/2 x 3/4; 3/4 x 1/2 x 1/2, 3/4; 3/4 x 3/4 x 1/2; I x 1 x 1/2 The pipe and fittings are for use in accordance with the manufacturer's installation and design manual dated April 2003. Page Tole Notice of Disclaimer Questions. Previous Page I UL Listed and Classified Products UL Recognized Products Certified for Components Canada This page and all contents are Copyright©2003 by Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. 1 .../showpage.html?name=VIXR.EX5953&ccnshorttitle=Cross-linked+Polyethylene+(PEX)+Sprinkler+Pipe+an 5/13/03 City of Anacortes Permit#: BLD-2005-0540 904 6th Street Issue date: 07/22/2005 • P.O.Box 547 Expire date: 09/20/2005 tq Anacortes, WA 98221-0547 ' (360) 293-1901 Job Address: 4401 ANACO BEACH RD Permit Type: Demolition Permit ANACORTES WA 98221-9702 Project: APN: P61835 Remarks: Prepare to remodel and remove drywall that is 8 years old, place in Waste Management Dumpster. Owner: BILL TURNER Contractor: Address: 13725 GOODMAN LN Address: ANACORTES WA 98221-8466 Phone: 360-293-9658 Phone: License#: General Information: Fees: Total Calculated: Adjustments: Deposits/Receipts: F Total Due: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PE IT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LO T ING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. %SEOSRIZEDANT ISSUED BY . i Verr 3 CITY OF ANACORTES :t- DEMOLITION PERMIT APPLICATION Site Address: " Y0 i /4 0{ A PC:c( IA 0-e Assessors Account No.: Date: — Lot(s): Block Addition: Owners Name:1>i f l cec_.� Contractors Name: ,AM_ FA j A rs( Address: Address: /- • . -- �c oE, State: Zip: State44,*4 i Zip: cry ( / Phone: Contractors Licenser ✓ -r Phone: 3(v _2 6 'z �� Z 2'7 Have Utilities Been Notified? Description of proposed demolition. How will materials be disposed? /0 repo o i'— -Li) I"EV-'L--.." e/ tor-,. Water Dept.: e No /' C-ii, 0 ye__ di it //, e..( �:�--' Electric: Yes No 1,/ / Cable: Yes No / -- -a Z G /6 `CaC Gas: e No % c t7 C5, ,pt v i9r BARRICADES TO BE PROVIDED FOR PUBLIC P OTECTION,AREA MUST BE ROPED OFF! Airl App ant's or Agent's Signature ASBESTOS WARNING Breathing asbestos is hazardous to your health. Before starting a renovation or demolition project, survey for friable asbestos materials. Notify Northwest Air Pollution Authority prior to asbestos removal or containment 1600 S. 2nd Street,Mt. Vernon,WA 98273 (360) 428-1617. Fire Department Approval: Date: Police Dept.Approval: Date: Public Works Department Approval: Date: Comments: 0529904-1 0001 10/26/2005 002 4 Permit Fees 006575 $137.33 ,'licr Y 0 .. City of Anacortes Permit#: BLD-2005-0816 904 6th Street Issue date: 10/26/2005 P.O.Box 547 Expire date: 10/26/2006 `Y Anacortes, WA 98221-0547 ' w (360) 293-1901 tRCO `,. Job Address: 4401 ANACO BEACH RD Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-9702 Project: APN: P61835 Remarks: Addition to existing garage. Owner: BILL&SALLY TURNER Contractor: F Address: 4417 ANACO BEACH RD Address: II ANACORTES WA 98221-9702 Phone: Phone: License#: F General Information: Fees: Building Valuation 10000 Building Permit Fee 80.50 Plan Review Fee 52.33 State Building Code Fee 4.50 Total Calculated: 137.33 Deposits/Receipts: 0.00 Total Due: 137.33 I THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATI�fOONNSSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. /t��� are NA F OWNER O HORIZED AGENT ISSUED BY =2-0 0 o I� ooF 5— 4 LOTS /4, Z•0 FOUNDP. •R LOCALRCTDENT g5O51IOO s IN CASE NW PPE wM CORNERPLUG I.CK h.x.CCRAES OT.EWNECRS _ IN AT N w PLAY • AGREE Mid NAB.IS!CT'DIRECTLY -GAL C S'_RIP TICN (6 NORM C ASBWLE CENTERLINE) / ... . 0 pR AN OLD IRON PPE UNDER / I - 1w5 PIPE WAS LOCATED B. i ASPHALT Ai RMIERLM PI '\7 CC.9 WAD LOT VO:O IN ME'PLC Cr •x40 BEA0e.AS HAROLD RADER SEPT.II.!VI ( L-CATW I• NORM Cc ASSURE G CENTEPUNII °FOOTED IN VOLUME 5 OF PLARS AT PACE•,RECORDS Of 1 YRTM°WAGER SET•P A NAIL 24.2 3.Adi CNxry ugxOlW S POSITION SEPT 11 19n. ;T BASIS CF FEARING • 5 BCO:T C A-C°A. 5 )/: zwwx0 TO SURVEYROOK RECORDED IN B° 16 OF SURNErs AT 6661 S I bdt/ 530011P.M CUN01fit_ A_J 01'IP -J,.,'`"BlJ >•re 110.RECORDS OF SAOT COUNTY.WASAINGTW UNDER •ud1W'S FILE NO 9.12020079.ME BEARING BEMCE.REBARS W /JJaY tjjOJ � C '1 NE NORM LINE OF LC':a YDw NEREd4•SCUM RS56'OY REST UBAIBO3H! 11'0 1N F°DP — ? 1 -.Y 0800 __ •END POUND WON DD 3 •••'y�O 091'4SiN R B -EfYDR$REBM WIN Y[_Ow CAP MARKED-L$ 1f6A5'.SET S. ~ / ~7 : -DENOTES RCOAR NO.YELLOW CAP MARKED'LS 0992-,FOUND QN S5 FQE/J;1CF. �0 / UNLESS STATED°MERWSE s" A F. y - PR N A9 16 6'° O -DENOTES POWER POLE ti I: Np[ DAT 101 W -DENOTES DIRT ORIVERAY 3 M1 1 ( - Si /${',�J tax y)OJi1 -DONORS ROMLANDSCAPING V. ✓ P5• G . 64W4T / M1�` LOT 19 °// ,5•0N tog R . 11591' • .,e 3 R. • f t' zaDO L. 1]J.6s' NOTES \ r f0 1 s nu S.'D 95 1 a 5 0 • -�::5.56' ROUND 3/e IRON 1 MS SURVEY IS BASED ON PROPORTION SEMEN FOUND •, CONCRETE.R2 RNrtRY t` s- 'j�...•• PST w CCKMTE CENTERLINE PON PIPE h PK NAIL AND NE MORN TINE OF I FOUND f WATER 32.12' ' 1 i9, 006'SON'CF NE LOT 34'PLAT OF ANACO BEACH-ACCORDING TO SURVEY COA♦ 0 .Ps , E E UP A' 3236' (PLAT).., RECORDED p BOO(TN OF SURVEYS.PAGE 110 t•(Q/v PLAT CWNLYTED w • �xD C/A PORT CJ- 1 1' VVV 2 MIS SURVEY WAS PERFORMED P. ME FIELD USPG A LLR SIT 1 • \1 P 03 's'> LOT 20 •A ELECMWK DS AIACE MEASURING MECOWIE j �� \\ xOL'BE i u 09' • {•5656' PUCI P SAT ROAD 3 NIS CURRENT atE REPORT MI5 SURVEY DOES NUT NE OT ttaEFIT�A f`. 1S •p) • A 4 1 B A 129.1• • •.SHOWY ALL EASEVMIS,RESTRICTIONS,AND RESERVATIONS v_ A 4,0 l - •-ld 6 . \N.R a• -••, 0� E q s i u A4-Ci M,5 PARCEL t pm t. Gp . ITN,,A, ;( .5 -_.. ,T02i0 \ Fxw v'p9w =_ I DILATORS NOTE 1 , EDjo,E:. °. ITN,, • - ,6' 6 _ ., OCCUPATIONAL IN ^4i a1%:^w 6'A� zm o°' 4 e. w G.r _ �J"f'f NIS SA AR•NAS DCPICIEO(RISING OCCUPATION IN ACCORDANCE CaZt `1l -,•�-' r/ MTh w•C W.332In NESE OCCUPATIONAL w'OGTORS u•T J: t EQ INDICATE A POTENTIAL FOR CLAMS OR UNWITTEN 1111E ORMER940. ,�\ I.TO 15'RIM •]Y 03' ^ ICU, HIE LEGAL RESOLUTION(f OWNERSHIP BASED UPON UNWRITTEN 4 e5 o ER RN Q R ¢uM5 HAS NOT BEEN RESOL ED BY M S BW O RT SURVEY. N Bs'00'D9 E ASSAIL'(PLAT) 56 . o a a Z7{ ^ m o OR 8 '°° e �/ S II Q P. • ....-. N 6458'OT E 4J.]Y -.......[. a Cc{� 1 _ —127 1 5 Si / a S E456'00- w 418 55' (PVT) m '.9f,INTIY MAP _i- O n ..-- 301.63' ' ' 'SO •77' .....�_1� sCL II.N 27, SSN.. P..1E S.M. O srR .F INroA 1 a�E'.VY A s ESA RECORD OF SURVEY IN LOTS 19 & 20 PLAT OF "ANACO BEACH" P ..v.; >c =i` FOR: WILBERT LITTLE 'ME.eERif(ITT 1M r.w..9 PF {{may V. j .,nre•l "PI•Th ;:.S FA. _ w�, • 3 , _ IN A PORTION OF THE 5E 1/4, SECTION 27, T,35h, R i• Fritz:V A SKpn Ir P I - ,I L wL Rn u. an M... w95 EtONND.BQAN7T end LKOD.E EC. Pun L .1.1 l Ye•Fc.• la( l�'uuy.>n RAar/Jid CTAeu®6.o U!O I.,,.t a,e C.PtFceb IA 195a• D01.- 5�(I Lj-1 !a 4_6-45 E ty b b 0.wp(1 UL) ?s.DW., as _ I ( •"G SCR 6hh9h CL GLEN PYRE Hr.ldfilT9fl]19YA 9fLJ 350G� I r I/17 & .•ay Py/3 (? COMBINATION PERMIT- CITY OF ANACORTES PERMIT NO: COM1999-00012 P.O. BOX 547 APPLIED: 4/29/99 ANACORTES, WA 98221 ISSUED: 4/30/99 (360)293-1901 • EXPIRES: 4/30/00 SITE ADDRESS: 4401 ANACO BEACH ROAD ASSESSOR'S PARCEL NO.: 3858-000-020-0003 PROJECT DESCRIPTION: Add Family Room and Garage to Existing Residence. APPLICANT CONTRACTOR LENDER CRAIG WESTLIN P.O.BOX 1401 ANACORTES,WA 98221 299-0414 TYPE OF WORK: ADD AREA(SF) VALU: $100,000 FEES TYPE OF USE: SF LOT: REQUIRED SETBACKS CENSUS CATEGORY: 434 1ST FLR: 720 FRONT: Type By Date Receipt Amount ZONING: 2NDFLR: 720 SIDE(1): PLCK MRD 4/30/99 9958 $281.45 R2 BASEMENT: 720 SIDE(2): PRMT MRD 4/30/99 9958 $433.00 OCCUPANCY GROUP: GAR/CARPORT: 448 REAR: • PMEC MRD 4/30/99 9958 $85.85 R3 OTHER: REQUIRED PARKING STBC MRD 4/30/99 9958 $4.50 TYPE OF CONSTRUCTION: TOTAL: 2 PPLM MRD 4/30/99 9958 $62.00 5N NUMBER OF UNITS: 1 ACCESSIBLE: ESPL EF 4/30/99 9958 -$100.00 OCCUPANT LOAD: STORIES: 2 COMPACT: Total $766.80 BUILDING HEIGHT: IMPRV SURF: MechanicalEquipment Plumbing Fixtures Equipment Type Quantit Fixture Type Quanti Furnace<100k btu 1 Bath Tubs 1 1 Ventilation Fans 1 Hose Bibs 2 I Exhaust Hoods 1 Showers 1 Fireplace 1 Water Piping and Water Treatment System. . 1 Hot Water Tanks 1 Water Closets(Toilets) 1 Gas Outlets 1 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. lei--_---•-e-,-/ L l�?. ram( }a4e--- . Issued by Applicant or Owner's Signature 24 Hour Notice Required For.AII Inspections MOST HYDRAULICALLY REMOTE HEADS HEAD # GPM PRESSURE REQ'D AT STREET 1 HEAD #10 14 GPM 70 PSI 2 HEAD #7 & 16 28 GPM 70 PSI HD SYMBOL MODEL # K FACTOR MAX SPACING 0 VK436-16 SIN-VK436-12166 5,2 16X16 O H.7 T L ' VK436 18 SIN-VK436-12166 5,2 18X18 VK436-16 ! 41.9 VK436-20 SIN-VK436-12166 5,9 20X20 VK436-16 \'\ Minimum Required Sprinkler Discharge11-.43 • Nominal Si Temp 'K' Sprinkler Max, Single Sprinkler Two or More Sprinklers I L P Model Orifice Size Rating Factor Spacing Distance �� \ \ � i (In) (°F) (ft.) To Wall Flow Pressure Flow Ea, Pressure Ea. (ft,) (gpm) (psi) (gpm) (psi) C_ -'' 16 x 16 8 14 7.2 14 7.2 H.16 O • T.44 SIN VK436 1/2' 155 5,2 18 x 18 9 17 10,7 17 10.7 20 x 20 10 20 14.8 20 14,8 VK436-16 H.200 VK4361-16 en D D 'J e` ,1J -t d 4 oc q > : 0:: 0 U Z " at V .,. , i H.4 H.3 T.41 H.34 5/8' CEILING BOARD MOUNTING DETAIL i H.5 H.35 OVK436-160 O C _ O VK436 16 0 • ° ° N VK436-16 • VK436-16 TWO-PORT FITTING r T 56 VK4 �F -1F OH.37 12/14 X 4' SCREW • H.13 H.12 VK4 -16 ' { a T VK436-16 - VK436-16 roll \ r= AUJJLY BOTTOM OF JOIST ill! 2-1/4' 1 ir A H.14 _ > lll�j _ �. '� .45 • VK43O6 H16.15 T.46 • O VK436. 16 H.21 H.22 R Li NI wr j O 0 . T.So UPPER FLOOR PLAN COVER PLATE VK436-16 T V VK436-16 c , CE \ CEALED SPRIN < LER DETAIL c0 H.24 ` H.226 VK436-16 Q, H.32 0-' H.31 f -, �' V -i6 T. Q , 1 .36 i rl. T 1 T i ' L I E '"1 . VK436-16 T 5 VK436-16 - -• T.52 0. H /9 VK436-16 -OA I I Zi V ,436-16 T.55 • Q . VK43b-16 KEY > N ® CCA 4k i" RAUPEX TUBING o 0 1 " RAUPEX TUBING > > 0 wa • w 1.5" MANIFOLD cc A a t 34 PIPE NUMBER G20411 " ci 'y o Lijm H o T.12NODE NUMBER Q v cc 0 N H.1 H.2 I H90 SPRINKLER HEAD WITH HEAD ¢ a z - '7 E NUMBER, SPRINKLER TYPE U o Q N 0 '� v o� r 0 � 1 (� � � � �- VK436-16 NUMBER, & COVERAGE '�""�tr, �--� o � re H.8 0 1h...rt., ji.,:. J VK436-16 VK436-16I H.6 re VK436-16 VK4E6-20 H.10 O ) T.42 H.11 r�i} �'�''" .� al VK436-16 �o T :'�� ka. W Z ' ®�' _ VK436-16 � I� % •^" o...•°�'Y N Q CC ' {E M F t1 N1 I GENERAL NOTES: `,,,M,. st N Rfirl j j N "" 1 . THESE HYDRAULIC CALCULATIONS AND SYSTEMS ARE DESIGN : ► W H.17 VK436-16 VK436-16 H.18 H.19 COMPLIANCE WITH NFPA 13D J w w .47 •-� O O , © VK436-16 2. ALL INTERIOR PIPING TO BE "RAHAU" PEX UNLESS OTHERWISE Z Z U ci © T•48 � Q H.23 NOTED. 0- WCD 1. a et. ...� VK436-16 Wins -I- MAIN FLOOR PLAN 3. MINIMUM SPACING BETWEEN SPRINKLERS IS 8'0 PER NFPA 13D W -IF H,25 L. VK436-16 VK436-16 KwREFER TO SPACING CHARTS FOR MAXIMUM SPACING BETWEEN a, -I Eli - .® Oo SPRINKLERS AND FROM WALLS. LT m re Q H.27 H.28 H.29 O Op Op � 4. THE ROUTING OF THE TUBING SHOWN ON THIS DRAWING IS TQ VK436-16 VK436-16 VK436-16 1 �� l' ' \ INTENDED TO BE SCHEMATIC. THIS DRAWING SHOWS SUGGESTED , 3 co ROUTING ONLY. ALTERNATE ROUTING MAY BE USED, SO LONG AS cow N H. B T 54 THE SPRINKLERS ARE CONNECTED IN THE ARRANGEMENT SHOWN. m s ' c m • 1 O o1H40 I ,yr 5. ALL PIPING TO BE SUPPORTED ACCORDING TO NFPA 13D AND to m al !o LL VK436-16v 1 E,,\J E MANUFACTURER'S RECOMMENDATIONS. r m rn � o x VK436-16 -.57ILI E r L 6. THE PIPING ARRANGEMENT AND HYDRAULIC CALCULATIONS ARE PROPRIETARY PROPERTY OF X-FIRE AND X-FIRE RESERVES THEIX EXCLUSIVE RIGHTS TO THEM. UNAUTHORIZED REPRODUCTION OR USE LOWER FLOOR PLAN IS FORBIDDEN. r U. L{LfI 19-vv ct Co -ectc-k \z-a • C d,,bc,. CDt J5 _