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Home My WebLink AboutBLD-2009-0083 - FIRE SPRINKLER 0907103-1 0011 03/13/2009 001 9 Permit Fees 007902 $673.08 G� Y 4 r City of Anacortes Permit#: BLD-2009-0083 { 904 6th Street Issue date: 03/13/2009 P.O.Box 547 Expire date: 03/13/2010 y � Anacortes, WA 98221-0547 h� �V (360) 293-1901 `-,,001,�, -' Job Address: 1400 4TH ST Permit Type: Fire Sprinkler Permit ANACORTES WA 98221-1532 Project: APN: P31513 P31514 P31515 P31516 P31517 P31518 P55366 P55673 P55679 Remarks: Renovating the dock sprinkler system. Install dry standpipe and 44 sprinkler heads. Owner: TRIDENT SEAFOOD CORP Contractor: Address: PO BOX 17599 Address: SEATTLE WA 98127-1269 I Phone: Phone: ' License#: General Information: Fees: Building Valuation 35397 Building Permit Fee 405.20 State Building Code Fee 4.50 Plan Review Fee 263.38 Total Calculated: 673.08 Deposits/Receipts: 0.00 Total Due: 673.08 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 REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNE O AUTHORIZED AGENT ISSUED BY Anacortes Planning & Community Development Dept. Permit Center �"' P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 " Don Measamer,Building Official/Assistant Director of Planning FAX(360)293-1938 September 18, 2008 Commercial Fire Protection P.O. Box 128 Anacortes, WA 98221 RE: 1400 4th Street Sprinkler System The following are comments and questions regarding the plan review done on the above mentioned project. Please revise the drawings as needed. i 1. Provide placard at FDC indicating required pressure is 175 PSE. 2. Drawing appears to show fire hose connection points. Notes indicate four hose connection points. Please clarify; Anacortes Fire Department prefers five connection points. Thank You, CITY OF ANACORTES Don Measamer Building Official TRIDr1NT SEAFOOD Drawing Date:8/20108 8120108 14:44 HYDRAULIC DESIGN INFORMATION SHEET Job Name: TRIDENT SEAFOOD Location: DOCK RENOVATION ANACORTES, WA Drawing Date: 8/20/08 Remote Area Number: 2 Contractor: Telephone: 360-848-1072 COMMERCIAL FIRE PROTECTION P.O.B. 128 MT. VERNON, WA Designer: D.YATES Calculated By: Spr.inkCAD www. sprinkcad. com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities :LOCAL SYSTEM DESIGN Code:NFPA #14 Hazard: System Type:DRY Area of Sprinkler Oper. 2000 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 500 _ 1 Make: Area per Sprinkler 500. 0 sq ft1 Model: Hose Allowance Inside 0 gpm I K-Factor: 25. 00 Hose Allowance Outside 0 gpm 1 Temperature Rating: 0 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 1021.3 psi Required: 167.5 @ Source WATER SUPPLY Water Flow Test Pump Data I Date of Test I Rated Capacity 0 gpm I Static Pressure 176. 0 psi I Rated Pressure 0 . 0 psi I Residual Pres 175. 0 psi I Elevation 0 I At a Flow of 1000 gpm I Make: 1 Elevation 0" I Model: 1 Location: AT FDC Source of Information: SYSTEM VOLUME 1964 Gallons a; Notes : O O U7 0 LO M c— E E V �� O cc00 N 3 0 0U) = =SO E a 5aacncn CD LOr. ON o 3 r,: o �o o O (D0 `_ • IL o0ali> u" + ate = SEE ui � Na� 2 -a aai � >, f°i a a. cncncn2 c 'cn a 01 a rn 000 C�Oh0 0 O u') m cn � OL UCL cn m 2— co m a_ o to CU a) 0 Co 0 c0 �C/) WE: � � C) Z 0 ODQ LO �Q� N w0U) cnzLU C � w Q ZWO 2 N 0 OROZ 00) " — OQw 000 � o coo 000 NT 0 N N N av) - TRIDENT SEAFOOD Drawing Date: 8/20108 8120108 14 :44 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi . Pressures are listed to 0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations TRIDENT SEAFOOD Drawing Date:8/20/08 8120108 14 : 44 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^;,�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 1. 69 25. 00 100. 0 250 . 0 250. 0 0.50 202 1 . 69 25. 00 101 . 3 251 . 6 250 . 0 0. 50 203 1. 69 25. 00 104. 5 255. 5 250. 0 0. 51 204 1 . 69 25. 00 111 . 6 264 . 1 250 . 0 0. 53 Fl -3.35 106. 0 F2 -3 .35 108 . 0 F3 -4 . 31 110. 0 F4 -4 . 18 113.2 F5 -4 . 04 120. 7 F6 -4 . 04 120. 7 F7 -2 .75 128 . 1 Gl -4.31 108 .0 Hl -4 . 18 111. 1 I1 -4 . 04 118 . 5 W -2 . 75 162. 9 Max velocity of 20. 71 occurs in the pipe from W TO F7 TRIDENT SEAFOOD Drawing Date:8/20108 8120106 14: 44 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 1021 162. 9 psi 1 4" MJ 90 Ell 10 ' 120 4 . 026 1021 2. 8 1 Pipe 4" 10x21 CSC 4 ' 120 4 .260 1021 0. 8 Elevation Change -4 ' 0" -1. 7 1 4" Grvd 90 Ell Glv 10' 120 4 . 026 1021 2. 8 Hydr Ref Rl Required at Source 1021 167.5 psi Water Source176. 0 psi static, 175. 0 psi residual @ 1000 gpm 1021 gpm 175.0 psi SAFETY PRESSURE 7.5 psi Available Pressure of 175.0 psi Exceeds Required Pressure of 167 .5 psi This is a safety margin of 7.5 psi or 4 % of Supply Maximum Water Velocity is 20 .7 fps TRIDENT SEAFOOD Drawing Date:8/20/08 8120108 14: 44 Tyco Fire Products Page 5 HYD.x Qa D`IA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) 250 .00 2 . 469 2E 5. 54 100. 0 100 . 0 K = 25 . 00 201 C=120 12 . 00 2 . 2 0 . 0 250 . 00 0 .215 17 . 54 3. 8 100 . 0 Vel = 16. 92 2 . 635 1T 1 . 00 106. 0 106. 0 j F1 C=120 12. 00 0. 0 0 . 0 l 250.00 0 . 157 13. 00 2 . 0 106. 0 Vel = 14 . 85 4 .260 1E 75. 09 108 . 0 108 . 0 F2 C=120 1T 30 . 00 0. 4 0 . 0 250.00 0 . 015 105. 09 1 . 6 108 . 0 Vel = 5. 68 251 . 64 4 .260 60 . 00 110. 0 110 . 0 F3 C=120 0 . 00 -0 . 1 0 . 0 See PATH 2 j 501 . 64 0 . 055 60 . 00 3. 3 110 . 0 Vel = 11 . 40 255. 51 4 .260 64 . 02 113.2 113 . 2 F4 C=120 0 . 00 -0. 1 0 . 0 See PATH 3 757 .15 0 . 117 64 . 02 7 . 5 113 .2 Vel = 17 . 21 6. 065 1 . 00 120 .7 120 .7 F5 C=120 0 . 00 -0 .0 0 . 0 757 . 15 0 . 021 1 . 00 0. 0 120 .7 Vel = 8 . 49 264 .15 6. 357 2E 184 . 15 120 . 7 120 .7 F6 C=120 2T 88 . 00 -0 . 6 0 . 0 See PATH 4 1021 .30 0. 029 272 . 15 7 . 9 120 . 7 Vel = 10. 42 4 . 510 298 . 79 128 . 1 128 . 1 F7 C=140 0 . 00 0 . 0 0 . 0 1021 .30 0 . 116 298 . 79 34 . 8 128 . 1 Vel = 20 . 71 W 1021 .30 162 . 9 K = 80. 03 PATH 2 FROM HYDRAULIC REFERENCE 202 TO F3 251 . 64 2 . 469 2E 6. 49 101 . 3 101 . 3 K = 25. 00 202 C=120 12 . 00 2 . 6 0 . 0 251 . 64 0. 218 18 . 49 4 . 0 101 . 3 Vel = 17 . 03 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ZRIDENT SEAFOOD Drawing Date:8/20/08 8120108 14: 44 Tyco Fire Products Page 6 . HYD. pA ^Qa. oKN�DIA. .. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 202 TO F3 CONTINUED 2 . 635 1T 0 . 98 108 . 0 108 . 0 Gl C=120 12 . 00 0. 0 0 . 0 251 . 64 0. 159 12 . 98 2 . 1 108 . 0 Vel = 14 . 95 F3 251 . 64 110 . 0 K = 23 . 99 PATH 3 FROM HYDRAULIC REFERENCE 203 TO F4 I 255. 51 2 . 469 2E 6. 36 104 . 5 104 . 5 K = 25. 00 t 203 C=120 12. 00 2 . 5 0 . 0 255. 51 0.224 18 . 36 4 . 1 104 . 5 Vel = 17 .29 2 . 635 1T 0. 98 111. 1 111 . 1 H1 C=120 12 . 00 0. 0 0 . 0 255. 51 0 . 163 12 . 98 2 . 1 111 . 1 Vel = 15. 18 F4 255. 51 113 .2 K = 24 . 01 PATH 4 FROM HYDRAULIC REFERENCE 204 TO F6 264 . 15 2 . 469 2E 6. 22 111 . 6 111 . 6 K = 25. 00 204 C=120 12. 00 2 . 5 0. 0 264 . 15 0 .239 18 . 22 4 . 3 111 . 6 Vel = 17 . 87 2 . 635 1T 0 . 98 118 . 5 118 . 5 Il C=120 12 . 00 0 . 0 0 . 0 264 . 15 0 . 174 12 . 98 2 . 3 118 . 5 Vet = 15. 69 F6 264 . 15 120 . 7 K = 24 . 04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) HOSE NUT & WASHER CONNECTION OLT PER SCHEDULE HOSE CONNECTION oQ HOSE CONNECTION _ TOP OF BARJOIST UJ ° ��BBBENT OR STRINGER HOSE +-1 ) CONNECTION t� o J HOSE Im CONNECTIONCIr r ATTAC TO WALL OR BAR JOIST 9 # _ ; •� . 01 y WITH OLT TYP. SEE SCHED. ATTAC TO WALL OR BEAM m \ k ` WITH HROUGH BOLT TYP. SEE SCHED. I v , rF F TOLECO FIG. 1000 (� TOLECO FIG. lOmm FAST CLAMP U FAST CLAMP EXIST FINGER PIER NO WORK THIS PHASE t RENOVATED DOCK WITH NEW SPRINKLER PROTECTION R A D 0 AND DRY STANDPIPE THIS SUBMITAL PIPE E.Q. ASSIGN. BRACE BRACE BRACE BOLT STRUCT. FROM a SIZE SPACING LOAD ANGLE LENGTH SIZE SIZE MEMBER TOP _. :.r 3 1 1 SCD 40 Yz BOLTIRFAM 556 4 Yz BOLT BEAM _ 40 MAX. >4 7 0 ] SCD 40 2 ===-- - -: - EARTHQUAKE BRACING NOTES: _ LOCATION AND INSTALLATION OF EARTHQUAKE BRACING TO BE IN ACCORDANCE WITH N.F.P.A. *'13. SPACING OF LATERAL BRACES NOT TO EXCEED 40 FT. ON CENTER, SPACING OF LONGITUDINAL BRACES NOT TO EXCEED SO FT, ON CENTER 4-11JA't' BRACES olg '� TO BE INSTALLED AT ALL CHANGE OF DIRECTION OF FEED AND CRO66t-1AINS, AND AT TOP OF RISERS. 2 WAY BRACES TO BE DI3 m INSTALLED AT EVERT OTHER FLEXIBLE COUPLING. oW EAFZTI4QUAKE 5fR4GE DET,4ILS - BELOW DOCK Z wh m m t, ; �k � yo c' LOAD CALCULATIONS: I7. I I ^1 3" CROSS MAIN AND LINES = 300 LBSx1 . 'i5x.5 FORCE FACTOR=172.5 L \ � 6" CROSS MAIN = 640 LBSx1 .15x.5 FORCE FACTOR= 368 8" CROSS MAIN = 1662 LBSx1 . 15x.5 FORCE FACTOR=956 IF m m m m GENERAL NOTES: DFSIGN OF DRY STANDPIPE SYSTEM BASED REQUIREMENTS OF m m m LOCAL AUTHORITY HAVING JURISDICTION . HOSE VALVE CONNECTIONS TO BE PROVIDED AT 75 ' MAXIMUM INTERVALS ALL EQUIPMENT TO BE : INSTALLED AND TESTED IN ACCORDANCE m m m WITH NFP-A STANDARD. - HYDRAULIC DESIGN BASED ON SYSTEM TO DELIVER MINIMUM 250 I ll� S.B.B. 4x2Yz GALV. LAG FOR 2"MAX. PIPE I m m m m GPM TO EACH OF 4 REMOTE HOSE CONNECTION , FOR A MINIMU lhx3" GALV LAG TO GLB FOR 21/'i-6" PIPE i TOTAL OF 1000 GPM . 4x,2 STRINGER ' SUPPLY TO BE FIRE DEPARTMENT APPARATUS CAPABLE OF 3/8" STAINLESS A.T.R. FOR 1-4" PIPE — I �- PROVIDING 1000 GPM AT A PRESSURE OF 175 P . S. I . AT THE 1/2" STAINLESS A.LR FOR 6" PIPE _- FIRE DEPARTMENT CONNECTION ALL MATERIALS TO BE NEW AND U . L. LISTED FOR FIRE SERVICE, RING HANGER I PIPE TO BE GALVANIZED STEEL SCHED 40 FOR THREADED PIPE _i UNDER DOCK SCHED 10 GALVANIZED WITH MECHANCICAL TEE OUTLETS FOR MAINS UNDER DOCK AND JOINED WITH GROOVED TYPICAL HANGERS BELOW DOCK COUPLINGS. N. T. S. Remote Area 2 Flowing Heads 4 Start Head PSI 0.000 I PLAN N A Wet / Dry DRY Density 0.500 Start Head GPM 100 1 Hazard Area 2000 SQFT per Head 500 1 — O y Code NFPA #14 Len/Wid Ratio 1.20 Elev-Hd to Riser (") 53.3 A Construction Max Velocity 23.2 .PSI -Hd to Riser 1.92 O = GROVED COUPLING Source Name or Location Source 0 PSI Avail at Source 175 GPM Req'd at Source 1021 lOutside Inside Hose 0.000 PSI Req'd at Source 171 Duration of Source 0.000 Hose 0.000 = 4 WAY SWAY BRACE LOCATIDN Safety PSI 3.81 Req'd Source Volume 0.000 Pressure Available Pressure of 175.0 psi Exceeds Required Pressure of 171.1 psi Summary This is a safety margin of 3.8 psi or 2J % of Supply Advanced I Max Density Available 0.506 IPSI loss - TOR to Source 4.63 =2 WAY SWAY BRACE LOCATION Advanced GPM at Max Available Density 1032 (Rack Demand 0.000 Hydraulic Information I System Volume 0.000 XXX 1 Static Pressure 176 Flow Test Date &AFF = PIPE ELEVATI❑N REFERENCE ABOVE FINISH FLOOR i � �, � Residual Pressure 175 Flow Test Location AT FDC Residual Flow 1000 Tested by PIPE HANGER LOCATION Test Elevation (Relative to Source Elevation) 0.000 Tank Pressure 0.000 Available Well Flow 0.000 =F�YDRAULIC REFERENCE POINT Tank Volume 0.000 I =MAIN FABRICATION NUMBER Tank Elevation 0'-0" *ti Pump Rated Pressure 0.000 Pump Manufacturer ❑ =BRANGI (LINE NUMBER Pump Rated Flow 0.000 Pump Model Pump Elevation V-0" Construction Occupancy Authorities Having Jurisdiction LOCAL N NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN DATE DESCRIPTION BY SYM CNT INAME IMETAL ITEMP I K INPT ORIE MFG, MpAEL# TRIDENT SEAFOOD STANDPIPE 11 2 05 ADD DRY STANPIPE SYE7EM AND 1 ADDITIONAL Q 44 PENDANT WAX 165 5k60 112' 1/2 A Defuut SPRINKLER LINE NOTE: PENDANT HEADS INSTALLED IN UPRIGHT POSITION AS REQUIRED BY NFPA #13 PERMIT N0. x E COMMERCIAL FIRE PROTECTION DOCK RENOVATION CONTRACT NO.APPROVAL s j P. 0. B. 128 ANACORTES, WA DRAWN BY D.YATES S�1YCD MT. VERNON, WA SCALE 1/8" 1'-0" { 380- 848- 1072 DATE 8/21/08 e' a' 6' s' Io 12' Ia 16 18' CONTRACTOR: REviseD FP 1 HOSE CONNECTIONS PROVIDED NOT HOSE CONNECTIONS - MORE THAN 75' PROVIDED NOT INTERVAL MORE THAN 75' 02 6t1 I OW POINT 1104+" BELOW STRINGERS INTERVAL N e 0�10' , 1" DV AT LON POINT OF STANDPIPE -0 �A3 RISE TO 123'4" c�ry4 4 3 BELOW h 21l 8-g4 HOSE CONNECTIONS STRINGERS PROVIDED NOT MORE THAN 75'INTERVAL DROP J TO 4 - BELOW 1" 4 4 10-gt2 N' S9'_10 » STRINGERS 10'- -6 A4 j H03E CONNE TIONS - 9,-1 „ yry 5 10- tT PROVIDEDNOT 2 -6" MORE TH N 75' 6 11 0 4 INTERVAL -114 21 6 4 CD FLEX as _.. COUPLINGS 9-6�1 0 AT o ANGLE N`_ 21_0 fit As - __. ___ 6x4 HOS CONNECTIONS 6 _ 4 a - - 1-D- RED PROVIDED NOT - - rGrp COUP. ORE THAN 75' 11 (o - INTERVALS 5 a�P d Li (b 1ti 2 -6 ~ LOW POINT 7%" BELOW O t6 STRINGERS AT END P N w - - -- o m o N X N _ _..-__..._-. -.._..__._........- HIGH - -- - POINT o 1.51W' - N BELOW - -- STRINGERS o -- - _ 4x12 STRINGERS 12"O.C. TYP & _.. - - wm - - - - -. CV 212 212 __ .. .. 0-4 0-4 _......... ..- -- a I . ...... HIGH POINT OF MAIN .. - " 9Yz" BELOW _ - STRINGERS 88,-0,, 00to- `� - O ,o 1:21 212 I I - ' 0_3 0 - 0 OD 9'-10" 51'-10" 36'-6" HOSE CONNECTIONS `" PROVIDED NOT MORE THAN 75L _ INTERVAL ---��/// 20'_0" 125'-3" 3' 5„ R N OVATED DOCK W TH NEW SPRINKLER PROTECTIOBI E AVID DRY STANDPIPE THIS SUBM TAL EXIST FINGER PER N0 WORK THIS PHASE I N ._.. ............._.... -----_---._-------. 2Y2" HOSE CONNECTION 3'0" ABOVE DOCK ECENTRAL 2 1/2' ANGLE HOSE VALVE T 1/2' N.P,T. x 2 1/2' HDSE THREAD z Z 1 1%2'GE 7XAFaDx1 1/2' HGSE THREAD RESTRICTDR CWPIlNG m m - ..:.. tvl to LJ N —ICN w m 1 hil i-- i A 1 M 1 d I�N o N S.B.B. 40hx2Y2 GALV. LAG FOR 2"MAX- PIPE a 21 2 - _ 3Y2P NK DECK a VTx3" GALV LAG TO GLB FOR 2Yz-6" PIPE 0-3 ----- --.- ----- -!1 4x12 STRINGER b - - - - 11Y2" DE P 3/e" STAINLESS A.T.R. FOR 1-4" PIPE STRINGER HOSE CONNECTIONS PROVIDED NOT STANDPIPE SUPPLY V'�lR _ ` MORE THAN 75' INTERVAL °O -1 4" BELOW STRINGERS AT THIS POINT _ "_ M CH, L —� - _ 1/2" STAINLESS A.T.R. FOR 6" PIPE --- ----- --- --- --- ---- -_-- -1 TEE LINES START 8"BELOW BENT 6"FEED MAIN n GRAD UP 12"DEEP BENT GRV CAP 3x2 MECHANICAL T � RING HANGER _ EES 6x3 MECHANICAL TEE CROSS TOP OF DOCK 4" DRY STANDPIP SUPPLY 1'34'4"BELOW BELOW DOCK FLOOR OF DOCK SECT 0 �J EP PROCESS BUILDING "' 7 ' TYPICAL HANGERS BELOW DOCK �12„ _ --.--. N . T. S. " - ._.... _ 1/2" = 1 ' 0" SLOPE EXIST THIS SECTION 5^O g D.I. 6 _ ND OF ,E IST 4" D.I. SUPPLY v 6 10� o FROM _ F.D.C. 0w o o � j - F-77 " I FIRST STRINGER P R X E S S� N G PLANT N NOTES REVISIONS SPRINKLER SYMBOLS ff\\ C J Iv V TANDPIPE SYSTEM DATE 11/2/05 A LINE 0 AD DTIORAT` BAY BY �...� .. AT DOCK 1 12 16 O LIST DRY STANDPIPE TRIDENT SEAFOOD PERMIT N0. R oA ..E COMMERCIAL FIRE PROTECTION DOCK RENOVATION CONTRACT NO. Z(� /d � 1 P. O. B. 128 ANACORTES, WA APPROVAL s S�R"NKC4D DRAWN BY D.YATES MT. VERNON, WA SCALE DATE 8/21/08 2' 4' 6' 8' 10' 12' 14' 16' Or 360- 848- 10 r( 2 CONTRACTOR: REVISED FP 2 Pi nrrcn