Loading...
HomeMy WebLinkAbout19421 59th Ave NE_00732_2026 Permit No. /� City of Arlir gton NOTICE and Inspection-Report Date Called "/Q Address IfI 1 Time Called n���"�® Contractor/Owner By Requested by TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW CN ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ork listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. Inspector Date 1 November 11, 1991 8167 King George Court Clinton, WA 98236 David Anderson, Building Official City of Arlington 238 N. Olympic Street Arlington, WA 98233 REFERENCE: Mirage "Marine Dear David: As a matter of record, the drawings submitted showed the building to have the following areas: Office: 1,690 S.F. (B-2) Canopy Area: 2,800 S.F. (B-2) Fiber Glass Area: 3,600 S.F. (I1-2 or B-2) Paint Spraying Room: 910 S.F. (H-2) Furnace Room 70 S.F. (B-2) Woodworking 5,330 S.F. (B-2) TOTAL 14,400 S.F. DATA: Sprinkled Building, V-N Construction Jl...- eeas-shwn'afie exced'_tt� _al�owabe"(3; "H 2/ If_ the hazardous liquids in the building are limited to 240 gallons, the fiberglass area can be classified as a B-2 occupancy, and the building i within the allowable areas. (,3/The H-2 occupancy (spray room) should have an exterior wall. �1! The H-2 occupancy should have on P cY e door to the exterior for fire departy0t entry. vS. The 11-2 occupancy should have two exit doors: one to the exterior and one/6dditional door. V6. The exit doors should swing in direction of egress from the H-2 occupan 7. • All interior openings should be 1-1/2 hour rated. Walls between the H-2 occupancy and the B-2 occupancies should be 2 hour fire resistive construction (two layers of 5/8" type "X" G.W.B. each side of studs) . 9. The woodworking shop should have a dust collector and should have the dust generated limited to less than 1 pound, per 1000 cubic feet of volume in that area. Sincerely, J H. Farrens, Jr. l 1 I T ad7N-kK�, TlT m• I j--�Sti ����'i IIl� a1-'/�'13atU 1 i '+�u..7., L11L101JLJ�. 10 v4 - M .1;+�Vei� •u:�. 6OAF Jsr��Jd �rr�:�.r,�1a aecll'i I,� � N 1 iu-..• pr,LLV&..F t�, 44 (t •ar; �•-1ui . u nrl zr l . ���_�r� ,*�.: tl� ter►• �^�.r"'��r•r - - rr li-'i_�l- 11'�1: `ill 1"•I! J. J, �uli'r �T � �'��� f-• ice' 1K�1'�'�' 1; •�Tn �: IX T,J qj •yH 41 iijbio k) eve�"r:�° F:! � .L .c� r �•+ iYi: ��IO :�' Z' •v 1�-� J1 . + j-i'� �{�_yL C c>LI i ij. .-moo ?u inJ ii : i'•t Ji1.M.Al7 its [+IT.1LLtnu fit, jm11 IyfvnIt : .r =n.�try•� Y.AL—on Lf.'el Z1r *V! nl Irl • cam' usti ji,I:CITT� t - •�� .-: ;-J zu ` • -ca :�� 1Z J 4 9! rn T.i =d-O [} t 5 r �o 1 1 f �Qt� ��`•I #fTlt*'�: v�"- Iry �`� '�r1Qpi �?J-.i' � 1�"�'t+'�• � I�J�k:l•� �^ -r.}'-�rr-irt l,T �i� �� urn . _ I_ , ;_ I ri'1 1 •_r „�,� �; nyq i :I� �� Ali i' �'l .1 '�� •� �� �� •I• .t'fJ�� :a11JJ I:� I �I V.ti .�1�11� � _ � �Il� _I �1 rl� •� 7 �Y �� J _ _ ■� — E 1 - 1lv7 i {'►���� - •1 Tf�IJ.:i .L 1W1i1 �.•ml Sl� I�•_, iL't -ni111 -ThJ �— I BU -MING PERAUT APPLICATION CHECKLIST RES & DUPLEX COMM & m APPLICATION APPLICATION SITE PLAN SITE PLAN ARCH. DRAWINGS ARCH. DRAWINGS STRUCTURAL DRAWINGS STRUT DRAWINGS LEGAL DESCRIP LEGAL DESCRIP ENERGY CALCS ENERGY CALCS STORM DRAINAGE STORM DRAINAGE SEPTIC TANK DESIGN SEPA CHECKLIST UTILITY DRAWINGS STRUCTURAL CALCS THREE (3) COPIES OF EACH FOUR (4) COPIES OF EACH ARE ARE REQUIRED FOR APPLICATION REQUIRED FOR APPLICATTr"" OR�G�N p1. »»»»»»»»»»»»»»»»»»»»»»�,CE1P.� ZONING SF^"'- R�'S RG t �+LE USE C LOT COVERAGE uF «««««««««««« RECEIVED FROM - AOORESB NOTES: FOR - $ �J -UN�AGGO AMO uplT REGEIVED � F ,NOjON OOF C AMT.PAID gY� 8A pUEGE DATE: SIGNED: I City of Arlington Building Permit File Checklist Company Name Permit Number Owner's Name Job Address Original Permit Application - Date Received Original Construction Permit Copy - Date issued Legal Description - on file N/A Plans Requirement Checklist - Completed N/A Planning and Zoning Review - Completed N/A Energy Calculations - WSEC NWEC N/A On File Field Inspection Record - Job card issued Site Plan - On File N/A Copy of Plans - On File _ Hanging See Locator N/A Destroyed Storage Health Department Approval - N/A On File S.E.P.A. Checklist - Exempt N/A On File Utilities Information Questionaire & Application - N/A On File Existing Adequate Fire Department Approval - N/A Comments on File Verbal Approval By Date Time Airport Commission Approval - N/A On File Engineering Approval - N/A Storm Drainage Verbal Approval By Date Time Contractors Registration Status N/A Expiration Date Structural Calculations - N/A On File Soils Data - Assumed stable soil _ On File N/A Certificate of Occupancy - N/A Date Issued City of ARLINGTON DEPARTMENT OF PUBLIC WORKS f PLANNING AND ZONING REVIEW (1) s.E.P.A. : ALLOWABLE LOT COVERAGE Exempt Checklist E.I.S. Required ALLOWED: SHOWN: (2) shoreline Management: Permit Required: Yes No MORE/LESS Date of required Permit APPROVED (3) Subject to Variance: NOT APPROVED Yes No (4) Subject to contract Rezone: Yes No (5) subject to Plat or Short Plat Conditions: Yes No (6) Location on legally separated lot: Yes No (7) subject to state or Local Flood Zone Permit: Requirements: Yes No (8) Zoning Compliance: A. Zone Classification B. Permitted Use: Yes No C. If no, extention of non-conforming use: D. Minimum lot size required: Shown: E. Yard Requirements: Required Shown 1. Front 2. Side 3 . Rear F. Height limitations, Maximum G. Screening Requirement: Yes No H. Landscaping and Plan required: Yes No I. Parking: 1. Off-street parking Required: Yes No 2. Plan provided: Yes No 3. Adequate parking provided: Yes No REVIEWED BY: DATE: 1� City of Arlington Building Department DETERMINATION OF S.E.P.A. CATEGORICAL EXEMPTION ACTION OR APPLICATION TITLE: BRIEF DESCRIPTION OF ACTION: CODE REFERENCE ALLOWING EXEMPTION: w.a.c. 197 - 11 - 800 PERSON MAKING DETERMINATION: DATE City of Arlington UTILITIES DEPARTMENT CHECKLIST PERMIT # DATE ACCOUNT # NAME: ADDRESS: BUILDING USE: # OF BUILDING UNITS: PLEASE NOTE ALL NECESSARY CORRECTION$ OR RE OUTRF.PSEIiZ'8 ON BITE PLAN IN RED. BLDG WATER WATER METER REQUIRED: SIZE DEPT DEPT SEWER REQUIRED: YES NO HEALTH DEPT APPROVAL: YES NO SIDE SEWER PERMIT REQUIRED: YES NO TOTAL DESIGN UNITS REQUIRED: GARBAGE CONTAINER PAD: YES NO SPRINKLER SYSTEM: YES NO HYDRANT REQUIRED: YES NO LOCATION• GUTTER: YYr ES NO NO SIDE WALK: YES NO PAVING: YES NO STORM DRAINAGE: YES NO CROSS-CONNECTION CONTROL (DON SMITH) : YES NO BACKWATER VALVE (BRUCE SCHLAGEL) : YES NO SPECIAL DISCHARGE INTO WWTP (PERMIT REQUIRED) : COMMENTS OR SPECIAL PROVISIONS: UTILITIES SUPERVISOR: DATE &ity of Arlington FIRE DEPARTMENT CHECKLIST PERMIT if DATE NAME: ADDRESS BUILDING USE OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION I II III IV V F.R. F.R. ONE-HOUR N ONE-HOUR I N H.T ONE-HOUR N PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED, SITE PLAN: APPROVED DENIED ACCESS REQUIREMENTS: FIRE LANE REQUIRED: YES NO SPRINKLER SYSTEM REQUIRED: YES NO HYDRANT REQUIRED: YES NO # OF HYDRANT'S REQUIRED LOCATION OF HYDRANTS FIRE FLOW REQUIREMENT• ALARM SYSTEM REQUIRED: YES NO KNOX BOX REQUIRED: YES NO LOCATION• FIRE EXTINGUISHERS REQUIRED: YES NO LOCATION• ADDRESS LOCATION ON BUILDING: LETTER SIZE• FIRE CHIEF: DATE: ` ' * W B LEHNER & ASSOCIATES FIRE PROTECTION ENGINEERS 307 N. Olympic Ave. , #208 Arlington, WA 98223 (206) 435-2549/FAX 435-6424 October 28' 1991 To: Mr. Dave Anderson, Building Official CITY OF ARLINGTON Arlington, WA 98223 Re: FIRE SPRINKLER REVIEW #1 MIRAGE BOATS ' Arlington, WA 98223 Dear Mr. Anderson,.- We have reviewed, according to NFPA 13' 1 -9. 2, the attached fire sprinkler system shop drawings, #1 of 1 , prepared by COMMERCIAL FIRE PROTECTION, Anacortes, WA. We consider the plan ACCEPTABLE AS NOTED with the following ommissions: 1 . Branchline hangers. 2. Type of pipe (schedule & finish) . 3. Make & model of backflow assembly. 4. Building section does not indicate roof slope. 5. Valve vault details. S. Type of connection to City main (no valve shown) . 7. Class of underground pipe & depth of bury. S. Size of floor penetration sleeve (Section B, 10" min. ) . 9. Alarm devile test valve (Section B) . 10. Type of grooved couplings (rigid or flexible) . 11 . Hangers and bracing (Lower Office Plan) . 12. Height of building and depth of purlins. 13. Water supply and system demand. We report the following plan exceptions to NFPA 13: 1 . The downstream gate valve of a double check assembly is normally substituted for another type of listed valve (P. I . V. ) , as the upstream one is "piping connected" to the double check assembly. 2. The deflector distance shown for the sprinklers at the roof level A excessive if insulation is not considered ( 18" 16" max. . allowed) . Since the insulation frequently sags and the thickness varies, it is suggested that the lines be moved 2" closer to the roof. 3. Couplings in 6" riser should be flexible (Section B) but are not defined as different from other couplings, which should be rigid. 4. Branchline lengths appear to be horizontal rather than slope lengths, which could contribute to overspacing of sprinklers. ;:p r' . ��~`► � . � The hydraulic calculations are NOT ACCEPTABLE for the following reasons: 1 . The area calculated is 3400 sq. ft. , but the plans and density indicate a design for 2500 sq. ft. 2. The lengths and fittings for routes 2 & 4 appear incorrect. 3. The elevation pressures for the 3 ft. starter pieces appear incorrect. 4. The Base of Riser pressure on the Summary Sheet is incorrect. Our conclusion is that because the area calculated is significantly greater than the one planned or required, the system will perform adequately in spite of some calculation errors. We recommend the following: 1 . The City Water Department carefully review the underground portions of this plan and the valve arrangements in the vault before releasing this portion of work. 2. The inside portion of work be issued a permit for construction. 3. The corrected plans, hydraulic placard, and calculations be provided the Owner and City at the conclusion of construction. 4. The sprinkler layout person' s seal should reflect their printed name, etc. per the new WAC. Enclosed: 1 set of Drawing, FP-1 of 1 . 1 set of Hydraulic Calculations Should you have any questions please call at your convenience. Sincerely yours, 91921 -R1 . WPS W B LEHNER & ASSOC. I HYDRAULIC DESIGN INFORMATION SHEET Project Name : Mirage Boats Date : 11-25-01 Calc by : D . Yates -- ---------------------_---------------------------------------------- Protection by: Commercial Fire Protection Property : Mirage Boats Arlington , WASHINGTON SYSTEM DESIGN AALC SUMMARY: HAZARD DESCRIPTION : extra Hazard Group III MINIMUM DESIGN CRITERIA = . 37/2500 BASED ON FACTORY MUTUAL WET SYSTEM SPKR ORIF . SIZE = 17/32 K-FACTOR = 8 . 1 REQUIRED WATER AS CALCULATED : SYSTEM REQ 'T 1433 . 04 I/S HOSE &/OR RACK ALLOW . GPM AT B .O . R . OUTSIDE HOSE (OR COMBINED) 1000 GPM TOTAL WATER REQUIREMENT 2433 . 04 GPM AT P .I .C . PRESSURE REQ 'D : @ P .O .C . = 74 . 18 P . S . I . @ B .O . R . = 57 . 71 P . S . I . --------------------------------------------------------------------------- WATER SUPPLY: STATIC PRESSURE : 87 P . S . I . RESIDUAL PRESSURE : 80 P . S . I . @ 3000 G.P .M . FL®WIN® FLOW TEST DATE : LOCATION : INFORMATION FLOW GRAPH SUMMARY: TOTAL PRESSURE AVAILABLE @ 2433 . 04 G.P .M . = 82 P . S . I . TOTAL WATER AVAILABLE , @ 74 . 18 P . S . I . =3390 G .F .M . ------------------------------------------------------------------------- ABBREVIATIONS : PT - PRESSURE TOTAL E - 90 DEG. ELL BV - BUTTERFLY VA ALV - ALARM VA PE - PRESS . ELEVATION EE - 45 DEG. ELL GV - GATE VALVE DELV - DELUGE VA 1j --------------------------------------------- ------------------------------- K= 8 . 10 Diameter= 1 . 049 Tee=1 Pipe= 0 . 60 PT=13 . 35 typical stub`-up k-factor Q=29 . 60 Loss/ft . = 0 . 269 Ell=O Fitts= 6 PF= 1 . 51 C=120 Total= 6 . 60 PT=14 . 86 * K=7 . 678 *** ------------ --------------------------------------------------------------- HYDRAULIC CALCULATIONS --- OUTLET TABLE --- OUTLET 4 K-FACTO R PRESSURE FLOW ELEV. (FEET) MIN . FLOW 1 7 . 678 21 . 173 35 . 33 10 . 10 29 . 60 2 7 . 678 20 . 862 35 . 07 11 . 67 29 . 60 3 7 . 678 21 .493 35 . 60 13 . 27 29 . 60 4 7 . 678 23 . 656 37 . 34 14 . 80 29 . 60 5 7 . 678 27 . 872 40 . 54 16 .47 29 . 60 6 7 . 678 23 .410 37 . 15 11 . 74 37 . 00 7 7 . 678 23 . 224 37 . 00 13 . 34 37 . 00 8 7 . 678 24 . 354 37 . 89 14 . 94 37 . 00 9 7 . 678 27 . 592 40 . 33 16 . 50 33 . 30 10 7 . 678 21 . 193 35 . 35 10 . 10 29 . 60 11 7 . 678 20 . 882 35 . 09 11 . 67 29 . 60 12 7 . 678 21 . 515 35 . 61 13 . 27 29 . 60 13 7 . 678 23 . 680 37 . 36 14 . 80 29 . 60 14 7 . 678 27 . 900 40 . 56 16 .47 29 . 60 15 7 . 678 23 .437 37 . 17 11 . 74 37 . 00 16 7 . 678 23 . 251 37 . 02 13 . 34 37 . 00 17 7 . 678 24 . 383 37 . 91 14 . 94 37 . 00 18 7 . 678 27 . 625 40 . 36 16 . 50 33 . 30 19 7 . 678 21 . 265 35 .41 10 . 10 29 . 60 20 7 . 678 20 . 956 35 . 15 11 . 67 29 . 60 21 7 . 678 21 . 593 35 . 68 13 . 27 29 . 60 22 7 . 678 23 . 767 37 .43 14 . 80 29 . 60 23 7 . 678 28 . 003 40 . 63 16 .47 29 . 60 24 7 . 678 23 . 526 37 . 24 11 . 74 37 . 00 25 7 . 678 23 . 342 37 . 10 13 . 34 37 . 00 26 7 . 678 24 .481 37 . 99 14 . 94 37 . 00 27 7 . 678 27 . 737 40 .44 16 . 50 33 . 30 28 7 . 678 21 .421 35 . 54 10 . 10 29 . 60 29 7 . 678 21 . 114 35 . 28 11 . 67 29 . 60 30 7 . 678 21 . 760 35 . 82 13 . 27 29 . 60 31 7 . 678 23 . 954 37 . 58 14 . 80 29 . 60 32 7 . 678 28 . 225 40 . 79 16 .47 29 . 60 33 7 . 678 23 . 713 37 . 39 11 . 74 37 . 00 34 7 . 678 23 . 532 37 . 25 13 . 34 37. 00 35 7 . 678 24 . 684 38 . 15 14 . 94 37 . 00 36 7 . 678 27 . 971 40 . 61 16 . 50 33 . 30 37 7 . 678 30 . 604 42 .48 11 . 74 37 . 00 38 7 . 678 30 . 561 42 .45 13 . 34 37 . 00 w --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO . DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1 . 610 8 . 00 35 . 33 120 0 . 0463 0 . 370 5 . 6 2 1 . 610 8 . 00 70 . 40 120 0 . 1657 1 . 326 11 . 1 3 1 . 610 8 . 00 106 . 00 120 0 . 3533 2 . 827 16 . 7 4 1 . 610 8 . 00 143 . 34 120 0 . 6176 4 . 941 22 . 6 5 2 . 067 26 . 50 183 . 87 120 0 . 2899 7 . 683 17 . 6 6 1 . 610 10 . 00 37 . 15 120 0 . 0508 0 . 508 5 . 9 7 1 . 610 10 . 00 74 . 15 120 0 . 1824 1 . 824 11 . 7 8 1 . 610 10 . 00 112 . 04 120 0 . 3915 3 . 915 17 . 7 9 1 . 610 11 . 50 152 . 37 120 0 . 6915 7 . 952 24 . 0 10 1 . 610 8 . 00 35 . 35 120 0 . 0463 0 . 371 5 . 6 11 1 . 610 8 . 00 70 .43 120 0 . 1659 1 . 327 11 . 1 12 1 . 610 8 . 00 106 . 05 120 0 . 3536 2 . 829 16 . 7 13 1 . 610 8 . 00 143 .41 120 0 . 6181 4 . 945 22 .6 14 2 . 067 26 . 50 183 . 96 120 0 . 2902 7 . 690 17 . 6 15 1 . 610 10 . 00 37 . 17 120 0 . 0508 ' 0 . 508 5 . 9 16 1 . 610 10 . 00 74 . 19 120 0 . 1826 1 . 826 11 . 7 17 1 . 610 10 . 00 112 . 11 120 0 . 3919 3 . 919 17 . 7 18 1 . 610 11 . 50 152 .46 120 0 . 6922 7 . 961 24 . 0 19 1 . 610 8 . 00 35 .41 120 0 . 0465 0 . 372 5 . 6 20 1 . 610 8 . 00 70 . 55 120 0 . 1664 1 . 331 11 . 1 21 1 . 610 8 . 00 106 . 23 120 0 . 3548 2 . 838 16 . 7 22 1 . 610 8 . 00 143 . 66 120 0 . 6202 4 . 961 22 . 6 23 2 . 067 26 . 50 184 . 29 120 0 . 2912 7 . 716 17 .6 24 1 . 610 10 . 00 37 . 24 120 0 . 0510 0 . 510 5 . 9 25 1 . 610 10 . 00 74 . 34 120 0 . 1833 1 . 833 11 . 7 26 1 . 610 10 . 00 112 . 33 120 0 . 3934 3 . 934 17 . 7 27 1 . 610 11 . 50 152 . 76 120 0 . 6948 7 . 990 24 . 1 28 1 . 610 8 . 00 35 . 54 120 0 . 0468 0 . 374 5 . 6 29 1 . 610 8 . 00 70 . 82 120 0 . 1676 1 . 340 11 . 2 30 1 . 610 8 . 00 106 . 63 120 0 . 3573 2 . 858 16 . 8 31 1 . 610 8 . 00 144 . 21 120 0 . 6245 4 . 996 22 . 7 32 2 . 067 26 . 50 185 . 00 120 0 . 2932 7 . 771 17 . 7 33 1 . 610 10 . 00 37 . 39 120 0 . 0514 0 . 514 5 . 9 34 1 . 610 10 . 00 74 . 63 120 0 . 1847 1 . 847 11 . 8 35 1 . 610 10 . 00 112 . 78 120 0 . 3963 3 . 963 17 . 8 36 1 . 610 11 . 50 153 . 39 120 0 . 7000 8 . 051 24 .2 37 1 . 610 10 . 00 42 .48 120 0 . 0651 0 . 651 6 . 7 38 1 . 610 31 . 00 84 . 92 120 0 . 2345 7 . 269 13 .4' 39 6 . 357 1 . 00 183 . 87 120 0 . 0012 0 . 001 1 . 9 40 6 . 357 9 . 00 336 . 25 120 0. 0037 0 . 034 3 .4 41 6 . 357 1 . 00 520 . 21 120 0 . 0084 0 . 008 5 .3 42 6 . 357 9 . 00 672 . 67 120 0 . 0134 0 . 121 6 . 8 43 6 . 357 1 . 00 856 . 96 120 0 . 0210 0 . 021 8 .7 44 6 . 357 9 . 00 1009 . 73 120 0 . 0285 0 . 256 10 . 2 45 6 . 357 1 . 00 1194 . 73 120 0 . 0389 0 . 039 12 . 1 46 6 . 357 9 . 00 1348 . 12 120 0 . 0486 0 .438 13 . 6 47 6 . 357 130 . 00 1433 . 04 120 0 . 0544 7 . 077 14 . 5 48 6 . 357 4 . 90 1433 . 04 120 0 . 0544 0 . 267 14 . 5 49 6 . 357 57 . 90 1433 . 04 120 0 . 0544 3 . 152 14 . 5 50 6 . 357 55 . 00 1433 . 04 120 0 . 0544 2 . 994 14 .5 51 6 . 357 11 . 00 1433 . 04 120 0 . 0544 0 . 599 14 .5 52 6 . 357 140 . 00 1433. 04 140 0 . 0409 5 . 730 14 .5 53 6 . 357 9 . 00 1433 . 04 140 0 . 0409 0 . 368 14 .5 54 6 . 357 9 . 00 1433 . 04 140 0 . 0409 0 . 368 14 . 5 --- ROUTE NO . 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---------------------------- ----------------------------------------------- OUTLET 1 35 . 33 1 . 610 0 8 . 0 21 . 17 K=7 . 678 0 . 05 0 0 -0 . 68 0 . 00 PIPE 1 35 . 33 120 0 8 . 0 0 . 37 21 . 17 ----------------------------------------------------------------------------- OUTLET 2 35 . 07 1 . 610 0 8 . 0 20 . 86 K=7 . 678 0 . 17 0 0 -0 . 69 0 . 00 PIPE 2 70 . 40 120 0 8 . 0 1 . 33 20 . 86 --------------------------_.-----___----------------------------------------- OUTLET 3 35 . 60 1 . 610 0 8 . 0 21 .49 K=7 . 678 0 . 35 0 0 -0 . 66 0 . 00 PIPE 3 106 . 00 120 0 8 . 0 2 . 83 21 .49 ----------------------------------------------------------------------------- OUTLET 4 37 . 34 1 . 610 0 8 . 0 23 . 66 K=7 . 678 0 . 62 0 0 -0 . 72 0 . 00 PIPE 4 143 . 34 120 0 8 . 0 4 . 94 23 . 66 ----------------------------------------------------------------------------- OUTLET 5 40 . 54 2 . 067 1 6 . 5 27 . 87 K=7 . 678 0 . 29 2 20 -0 . 27 0 . 00 PIPE 5 183 . 87 120 0 26 . 5 7 . 68 27 . 87 ---------------------------------------------------------------------------- REF 901 0 . 00 6 . 357 0 1 . 0 35 . 28 0 . 001 0 0 0 . 00 PIPE 39 183 . 87 120 0 1 . 0 0 . 00 -------------------------------------------------------------------------------- REF 902 152 . 37 6 . 357 0 9 . 0 35 . 28 0 . 004 0 0 0 . 00 PIPE 40 336 . 25 120 0 9 . 0 0 . 03 ----------------------------------------------------------------------------- REF 903 183 . 96 6 . 357 0 1 . 0 35 . 32 0 . 008 0 0 0 . 00 PIPE 41 520 . 21 120 0 1 . 0 0 . 01 --------------------------------------------------------------------------- REF 904 152 .46 6 . 357 0 9 . 0 35 . 33 0 . 013 0 0 0 . 00 PIPE 42 672 . 67 120 0 9 . 0 0 . 12 --------------------------------------------------------------------------- REF 905 184 . 29 6 . 357 0 1 . 0 35 .45 0 . 021 0 0 0 . 00 PIPE 43 856 . 96 120 0 1 . 0 0 . 02 ---------------------------------------------------------------------------- r k Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 906 152 . 76 6 . 357 0 9 . 0 35 .47 0 . 028 0 0 0 . 00 PIPE 44 1009 . 73 120 0 9 . 0 0 . 26 --------------------------------- - ------------------------------------------ REF 907 185 . 00 6 . 357 0 1 . 0 35 . 72 0 . 039 0 0 -0 . 00 PIPE 45 1194 . 73 120 0 1 . 0 0 . 04 --------------------------------------------------------------------------- REF 908 153 . 39 6 . 357 0 9 . 0 35 . 76 0 . 049 0 0 0 . 00 PIPE 46 1348 . 12 120 , 0 9 . 0 0 .44 --------------------------------------------------------------------------- REF 909 84 . 92 6 . 357 0 130 . 0 36 . 20 0 . 054 0 0 0 . 00 PIPE 47 1433 . 04 120 0 130 . 0 7 . 08 ------------------------------------------------------------------------------- REF 910 0 . 00 6 . 357 0 4 . 9 43 . 28 0 . 054 0 0 2 . 69 PIPE 48 1433 . 04 120 0 4 . 9 0 . 27 -------------------------------------------------------------------- REF 911 0 . 00 6 . 357 0 39 . 9 46 . 23 0 . 054 0 18 4 . 73 PIPE 49 1433 . 04 120 2 57 . 9 3 . 15 --------------------------------------------------------------------------- REF 912 0 . 00 6 . 357 0 11 . 0 54 . 12 0 . 054 0 44 0 . 00 PIPE 50 1433 . 04 120 1 55 . 0 2 . 99 --------------------------------------------------------------------------- REF 913 0 . 00 6 . 357 0 2 . 0 57 . 11 0 . 054 0 9 0 . 00 PIPE 51 1433 . 04 120 1 11 . 0 0 . 60 ----------------------------------------------------------------------------- REF 914 0 . 00 6 . 357 1 92 . 0 57 . 71 0 . 041 0 48 0 . 00 PIPE 52 1433 . 04 140 0 140. 0 5 . 73 -------------------------------------------------------------------------'-- REF 915 0 . 00 6 . 357 0 9 . 0 63 .44 0 . 041 0 0 0 . 00 PIPE 53 1433 . 04 140 0 9 . 0 0 . 37 --------------------------------------------------------------------------- REF 916 0 . 00 6 . 357 0 9 . 0 63. 81 0 . 041 0 0 0 :00 PIPE 54 1433 . 04 140 0 9 . 0 0 . 37 --------------------------------------------------------------------------- 64 . 18 Supply 10 . 00 backflow device 74 . 18 --- ROUTE NO . 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 6 37 . 15 1 . 610 0 10 . 0 23 .41 K=7 . 678 0 . 05 0 0 -0 . 69 0 . 00 PIPE 6 37 . 15 120 0 10 . 0 0 . 51 23 .41 ------------------------------- ------------------------------------ OUTLET 7 37 . 00 1 . 610 0 10 . 0 23 . 22 K=7 . 678 0 . 18 0 0 -0 . 69 0 . 00 PIPE 7 74 . 15 120 0 10 . 0 1 . 82 23 . 22 ----------------------------------------------------------------------------- OUTLET 8 37 . 89 1 . 610 0 10 . 0 24 . 35 K=7 . 678 0 . 39 0 0 -0 . 68 0 . 00 PIPE 8 112 . 04 120 0 10 . 0 3 . 92 24 . 35 -------------------------------------------- ------- ------------------------ OUTLET 9 40 . 33 1 . 610 1 3 . 5 27 . 59 K=7 . 678 0 . 69 0 8 -0 . 26 0 . 00 PIPE 9 152 . 37 120 0 11 . 5 7 . 95 27 . 59 ----------------------------------------------------------------------.----- REF 902 35 . 28 --- ROUTE NO . 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 10 35 . 35 1 . 610 0 8 . 0 21 . 19 K=7 . 678 0 . 05 0 0 -0 . 68 0 . 00 PIPE 10 35 . 35 120 0 8 . 0 0 . 37 21 . 19 --------------------------------------------------------------------------- OUTLET 11 35 . 09 1 . 610 0 8 . 0 20 . 88 K=7 . 678 0 . 17 0 0 -0 . 69 0 . 00 PIPE 11 70 .43 120 0 8 . 0 1 . 33 20 . 88 --------------------------------------------------------------------------- OUTLET 12 35 . 61 1 . 610 0 8 . 0 21 . 51 K=7. 678 0 . 35 0 0 -0 . 66 0 . 00 PIPE 12 106 . 05 120 0 8 . 0 2 . 83 21 . 51 --------------------------------------------------------------------------- OUTLET 13 37 . 36 1 . 610 0 8 . 0 23 . 68 K=7 . 678 0 . 62 0 0 -0 . 72 0 . 00 PIPE 13 143 .41 120 0 8 . 0 4 . 94 23 . 68 --------------------------------------------------------------------------- OUTLET 14 40 . 56 2 . 067 1 6 . 5 27 . 90 K=7. 678 0 . 29 2 20 -0 . 27 0 . 00 PIPE 14 183 . 96 120 0 26 . 5 7 . 69 27 . 90 --------------------------------------------------------------------------- REF 903 35 . 32 � 7. --- ROUTE NO . 4 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---------------------------------------------------------------------------- OUTLET 15 37 . 17 1 . 610 0 10 . 0 23 .44 K=7 . 678 0 . 05 0 0 -0 . 69 0 . 00 PIPE 15 37 . 17 120 0 10 . 0 0 . 51 23 .44 --------------------------------------------------------------------------- OUTLET 16 37 . 02 1 . 610 0 10 . 0 23 . 25 K=7 . 678 0 . 18 0 0 -0 . 69 0 . 00 PIPE 16 74 . 19 120 0 10 . 0 1 . 83 23 . 25 --------------------------------------------------------------------------- OUTLET 17 37 . 91 1 . 610 0 10 . 0 24 . 38 K=7 . 678 0 . 39 0 0 -0 . 68 0 . 00 PIPE 17 112 . 11 120 0 10 . 0 3 . 92 24 . 38 -------------------------------------------------------------------------- OUTLET 18 40 . 36 1 . 610 1 3 . 5 27 . 62 K=7 . 678 0 . 69 0 8 -0 . 26 0 . 00 PIPE 18 152 . 46 120 0 11 . 5 7 . 96 27 . 62 --------------------------------------------------------------------------- REF 904 35 . 33 --- ROUTE NO . 5 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ----------------------------------------------------------------------------- OUTLET 19 35 .41 1 . 610 0 8 . 0 21 . 27 K=7 . 678 0 . 05 0 0 -0 . 68 0 . 00 PIPE 19 35 .41 120 0 8 . 0 0 . 37 21 . 27 --------------------------------------------------------------------------- OUTLET 20 35 . 15 1 . 610 0 8 . 0 20 . 96 K=7 . 678 0 . 17 0 0 -0 . 69 0 . 00 PIPE 20 70 . 55 120 0 8 . 0 1 . 33 20 . 96 -------------------------------------------------------------------------- OUTLET 21 35 . 68 1 . 610 0 8 . 0 21 . 59 K=7 . 678 0 . 35 0 0 -0 . 66 0 . 00 PIPE 21 106 . 23 120 0 8 . 0 2 . 84 21 . 59 --------------------------------------------------------------------------- OUTLET 22 37 .43 1 . 610 0 8 . 0 23 . 77 K=7 . 678 0 .62 0 0 -0 . 72 0 . 00 PIPE 22 143 . 66 120 0 8 . 0 4 . 96 23 . 77 --------------------------------------------------------------------------- OUTLET 23 40 . 63 2 . 067 1 6 . 5 28 :00 K=7 . 678 0 . 29 2 20 -0 . 27 0 . 00 PIPE 23 184 . 29 120 0 26 . 5 7 . 72 28 . 00 --------------------------------------------------------------------------- REF 905 35 .45 �,tn_, :� --- ROUTE NO . 6 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ------------------------------------------------------------------------- OUTLET 24 37 . 24 1 . 810 0 10 . 0 23 . 53 K=7 . 678 0 . 05 0 0 -0 . 69 0 . 00 PIPE 24 37 . 24 120 0 10 . 0 0 . 51 23 . 53 ----------------------------------------------------------------------------- OUTLET 25 37 . 10 1 . 610 0 10 . 0 23 . 34 K=7 . 678 0 . 18 0 0 -0 . 69 0 . 00 PIPE 25 74 . 34 120 0 10 . 0 1 . 83 23 . 34 ------------------------------------------------------------------------- OUTLET 26 37 . 99 1 . 610 0 10 . 0 24 .48 K=7 . 678 0 . 39 0 0 -0 . 68 0 . 00 PIPE 26 112 . 33 120 0 10 . 0 3 . 93 24 .48 ---------------------------------------------------------------------------- OUTLET 27 40 .44 1 . 610 1 3 . 5 27 . 74 K=7 . 678 0 . 69 0 8 -0 . 26 0 . 00 PIPE 27 152 . 76 120 0 11 . 5 7 . 99 27 . 74 ---------------------------------------------------------------------------- REF 906 35 .47 --- ROUTE NO . 7 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---------------------------------------------------------------------------- OUTLET 28 35 . 54 1 . 610 0 8 . 0 21 .42 K=7 . 678 0 . 05 0 0 -0 . 68 0 . 00 PIPE 28 35 . 54 120 0 8 . 0 0 . 37 21 .42 ----------------------------------------------------------------------------- OUTLET 29 35 . 28 1 . 610 0 8 . 0 21 . 11 K=7 . 678 0 . 17 0 0 -0 . 69 0 . 00 PIPE 29 70 . 82 120 0 8 . 0 1 . 34 21 . 11 --------------------------------------------------------------------------- OUTLET 30 35 . 82 1 . 610 0 8 . 0 21 . 76 K=7 . 678 0 . 36 0 0 -0 . 66 0 . 00 PIPE 30 106 . 63 120 0 8 . 0 2 . 86 21 .76 --------------------------------------------------------------------------- OUTLET 31 37 . 58 1 . 610 0 8 . 0 23 . 95 K=7. 678 0 . 62 0 0 -0 . 72 0 . 00 PIPE 31 144 . 21 120 0 8 . 0 5 . 00 23 . 95 --------------------------------------------------------------------------- OUTLET 32 40 . 79 2 . 067 1 6 . 5 28 . 23 K=7 . 678 0 . 29 2 20 -0 . 27 0 . 00 PIPE 32 185 . 00 120 0 26 . 5 7 . 77 28 . 23 --------------------------------------------------------------------------- REF 907 35 . 72 L --- ROUTE NO . 8 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 33 37 . 39 1 . 610 0 10 . 0 23 . 71 K=7. 678 0 . 05 0 0 -0 . 69 0 . 00 PIPE 33 37 . 39 120 0 10 . 0 0 . 51 23 . 71 ----------------------------------------------------------------------------- OUTLET 34 37 . 25 1 . 610 0 10 . 0 23 . 53 K=7 . 678 0 . 18 0 0 -0 . 69 0 . 00 PIPE 34 74 . 63 120 0 10 . 0 1 . 85 23 . 53 ---------------------------------------------------------------------------- OUTLET 35 38 . 15 1 . 610 0 10 . 0 24 . 68 K=7 . 678 0 .40 0 0 -0 . 68 0 . 00 PIPE 35 112 . 78 120 0 10 . 0 3 . 96 24 . 68 -------------------------------------------------------------------------- OUTLET 36 40 . 61 1 . 610 1 3 . 5 27 . 97 K=7 . 678 0 . 70 0 8 -0 . 26 0 . 00 PIPE 36 153 . 39 120 0 11 . 5 8 . 05 27 . 97 ----------------------------------------------------------------------------- REF 908 35 . 76 --- ROUTE NO . 9 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 37 42 .48 1 . 610 0 10 . 0 30 . 60 K=7 . 678 0 . 07 0 0 -0 . 69 0 . 00 PIPE 37 42 .48 120 0 10 . 0 0 . 65 30 . 60 -------------------------------------------------------------------------- OUTLET 38 42 .45 1 . 610 1 23 .0 30 . 56 K=7 . 678 0 . 23 0 8 -1 . 63 0 . 00 PIPE 38 84 . 92 120 0 31 . 0 7 . 27 30 . 56 --------------------------------------------------------------------------- REF 909 36 . 20 ��� 4 F Y HYDRAULIC DESIGN INFORMATION SHEET Project Name : Mirage Boats Date : 10-7-91 Cale by: D . Yates W. B. LEHNER & ASSOCIATES Protection by: Commercial Fire Protecti n Fire Protection Engineers ❑ ACCEPTED ❑ ACCEPTED AS NOTED Property: Mirage Boats VU-C-SUBMIT -A REJECTED Arlington, WASHINGTON By:"to�, ------------------------------------------------ Side -6m,-2-- -------- SYSTEM DESIGN & CALC SUMMARY: HAZARD DESCRIPTION : extra Hazard Group MINIMUM DESIGN CRITERIA = . 37/2500 / BASED ON FACTORY MUTUAL WET SYSTEM SPKR ORIF . SIZE = 17/32 K-FACTOR = 8 . 1 REQUIRED WATER AS CALCULATED : SYSTEM REQ 'T 1474 . 65 I/S HOSE &/OR RACK ALLOW . GPM AT B .O . R . OUTSIDE HOSE (OR COMBINED ) 1000 GPM TOTAL WATER REQUIREMENT 2474 . 65GPM AT P .O .C . `) PRESSURE REQ.'D : @ P .O .C . = 75 . 12P . S . I . @ B .O . R . = 65 . 12P . S . I . -------------------- -------------------------------------itY------ ---=--- WATER SUPPLY: STATIC PRESSURE : 87 P . S . I . RESIDUAL PRESSURE : 80 P . S . I . @ 3000 G . P .M . FLOWING FLOW TEST DATE : LOCATION : INFORMATION FLOW GRAPH SUMMARY: TOTAL PRESSURE AVAILABLE @ 2474 . 65 G .P . M . = 82 P . S . I . TOTAL WATER AVAILABLE @ 75 . 12 P . S . I _ , 3f . _I G .P .M . 7 ABBREVIATIONS : PT - PRESSURE TOTAL E - 90 DEG. ELL BV - BUTTERFLY VA ALV - ALARM VA PE - PRESS . ELEVATION EE - 45 DEG . ELL GV - GATE VALVE DELV - DELUGE VA HYDRAULIC CALCULATIONS --- OUTLET TABLE ---- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET ) MIN . FLOW 1 8 . 100 20 . 065 36 . 28 10. 30 29 . 60 2 8 . 100 19 . 730 35 . 98 11 . 97 29 . 60 3 8 . 100 19 . 675 35 . 03 15 . 30 29 . 60 4 8 . 100 22 . 611 38 . 52 15 . 30 29 . 60 5 8 . 100 27 . 045 42 . 12 16 . 97 29 . 60 6 8 . 100 23 . 074 38 . 91 10 . 30 37 . 00 7 8 . 100 22 . 904 38 . 77 11 . 97 37 . 00 8 8 . 100 24 . 369 39 . 99 13 . 63 37 . 00 9 8 . 100 27 . 502 42 .48 15 . 30 33 . 30 10 8 . 100 18 . 379 34 . 73 15 . 30 29 . 60 11 8 . 100 18 . 738 35 . 06 15 . 30 29 . 60 12 8 . 100 20 . 042 36 . 26 15 . 30 29 . 60 13 8 . 100 22 . 872 38 . 74 15 . 30 29 . 60 14 8 . 100 27 . 905 42 . 79 15 . 30 29 . 60 15 8 . 100 20 . 863 37 . 00 15 . 30 37 . 00 16 8 . 100 21 . 367 37 .44 15 . 30 37 . 00 17 8 . 100 24 . 113 39 . 77 13 . 63 37 . 00 18 8 . 100 27 . 851 42 . 75 15 . 30 33 . 30 19 8 . 100 18 . 452 34 . 79 15 . 30 29 . 60 20 8 . 100 18 . 812 35 . 13 15 . 30 29 . 60 21 8 . 100 20 . 122 36 . 33 15 . 30 29 . 60 22 8 . 100 22 . 961 38 . 81 15 . 30 29 . 60 23 8 . 100 28 . 013 42 . 87 15 . 30 29 . 60 24 8 . 100 20 . 953 37 . 08 15 . 30 37 . 00 25 8 . 100 21 .459 37 . 52 15 . 30 37. 00 26 8 . 100 24 . 214 39 . 86 13 . 63 37 . 00 27 8 . 100 27 . 969 42 . 84 15 . 30 33 . 30 28 8 . 100 18 . 608 34 . 94 15 . 30 29 . 60 29 8 . 100 18 . 971 35 . 28 15 . 30 29 . 60 30 8 . 100 20 . 291 36 .49 15 . 30 29 . 60 31 8 . 100 23 . 153 38 . 97 15 . 30 29 . 60 32 8 . 100 28 . 244 43 . 05 15 . 30 29 . 60 33 8 . 100 21 . 141 37 . 24 15 . 30 37 . 00 34 8 . 100 21 . 651 37 . 69 15 . 30 37 . 00 35 8 . 100 24 .422 40 . 03 13 . 63 37 . 00 36 8 . 100 28 . 214 43 . 02 15 . 30 33 . 30 37 8 . 100 30 . 308 44 . 59 10 . 30 37 . 00 38 8 . 100 30 . 297 44 . 58 11 . 97 37 . 00 PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO . DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1 . 610 8 . 00 36 . 28 120 0 . 0486 0 . 389 5 .7 2 1 . 610 8 . 00 72 . 26 120 0 . 1739 1 . 392 11 .4 3 1 . 610 8 . 00 108 . 19 120 0 . 3670 2 . 936 17 . 1 4 1 . 610 8 . 00 146 . 71 120 0 . 6447 5 . 158 23 . 1 5 2 . 067 26 . 50 188 . 83 120 0 . 3046 8 . 071 18 . 1 6 1 . 610 10 . 00 38 . 91 120 0 . 0553 0 . 553 6 . 1 7 1 . 610 11 . 00 77 . 67 120 0 . 1988 2 . 187 12 . 2 8 1 . 610 9 . 00 117 . 66 120 0 .4286 3 . 858 18 .5 9 1 . 610 11 . 00 160 . 14 120 0 . 7581 8 . 339 25 .2 10 1 . 610 8 . 00 34 . 73 120 0 . 0448 0 . 359 5 . 5 11 1 . 610 8 . 00 69 . 79 120 0 . 1631 1 . 305 11 . 0 12 1 . 610 8 . 00 106 . 05 120 0 . 3537 2 . 829 16 . 7 13 1 . 610 8 . 00 144 . 79 120 0 . 6202 5 . 033 22 . 8 14 2 . 067 26 . 50 187 . 58 120 0 . 3008 7 . 972 117 . 9 15 1 . 610 10 . 00 37 . 00 120 0 . 0504 0 . 504 5 . 8 16 1 . 610 11 . 00 74 .44 120 0 . 1838 2 . 021 11 .7 17 1 . 610 11 . 00 114 . 21 120 0 .4057 4 .463 18 .0 18 1 . 610 11 . 00 156 . 96 120 0 . 7305 8 . 036 24 .7 19 1 . 610 8 . 00 34 . 79 120 0 . 0450 0 . 360 5 . 5 20 1 . 610 8 . 00 69 . 93 120 0 . 1637 1 . 309 11 . 0 21 1 . 610 8 . 00 106 . 26 120 0 . 3550 2 . 840 16 . 7 22 1 . 610 8 . 00 145 . 07 120 0 . 6315 5 . 052 22 . 9 23 2 . 067 26 . 50 187 . 95 120 0 . 3019 8 . 001 18 .0 24 1 . 610 10 . 00 37 . 08 120 0 . 0506 0 . 506 5 . 8 25 1 . 610 11 . 00 74 . 60 120 0 . 1845 2 . 029 11 .8 26 1 . 610 11 . 00 114 .46 120 0 .4073 4 .480 18 . 0 27 1 . 610 11 . 00 157 . 30 120 0 . 7334 8 . 067 24 .8 28 1 . 610 8 . 00 34 . 94 120 0 . 0454 0 . 363 5 . 5 29 1 . 610 8 . 00 70 . 22 120 0 . 1650 1 . 320 11 . 1 30 1 : 610 8 . 00 106 . 71 120 0 . 3577 2 . 862 16 .8 31 1 . 610 8 . 00 145 . 68 120 0 . 6364 5 . 091 23 .0 32 2 . 067 26 . 50 188 . 73 120 0 . 3043 8 . 063 18 . 0 33 1 . 610 10 . 00 37 . 24 120 0 . 0510 0 . 510 5 . 9 34 1 . 610 11 . 00 74 . 93 120 0 . 1860 2 . 046 11 .8 35 1 . 610 11 . 00 114 . 96 120 0 .4106 4 . 517 16 . 1 36 1 . 610 11 . 00 157 . 99 120 0 . 7394 8 . 133 1.24 . 9 37 1 . 610 10 . 00 44 . 59 120 0 . 0712 0 . 712 7 . 0 38 1 . 610 31 . 00 89 . 18 120 0 . 2567 7 . 957 14 . 1 39 6 . 357 1 . 00 188 . 83 120 0 . 0013 0 . 001 1 .9 40 6 . 357 9 . 00 348 . 97 120 0 . 0040 0 . 036 3 . 5 41 6 . 357 1 . 00 536 . 55 120 0 . 0088 0 . 009 5 .4 42 6 . 357 9 . 00 693 . 51 120 0 . 0142 0 . 128 7 . 0 43 6 . 357 1 . 00 881 .45 120 0 . 0222 0 . 022 8 . 9 44 6 . 357 9 . 00 1038 . 75 120 0 . 0300 0 . 270 10 . 5 45 6 . 357 1 . 00 1227 .48 120 0 . 0409 0 . 041 12 .4 46 6 . 357 9 . 00 1385 .47 120 0 . 0511 0 . 460 14 . 0 47 6 . 357 130 . 00 1474 . 65 120 0 . 0574 7 .462 14 .9 48 6 . 357 4 . 90 1474 . 65 120 0 . 0574 0 . 281 14 . 9 49 6 . 357 57 . 90 1474 . 65 120 0 . 0574 3 . 323 ` 14 . 9 50 6 . 357 55 . 00 1474 . 65 120 0 . 0574 3 . 157 14 . 9 51 6 .3 7 11 . 00 1474 . 65 120 0 . 0574 0 . 631 14 . 9 52 .357 140 . 00 1474 . 65 140 0 . 0432 6 . 042 14 . 9 53 6. 357 9 . 00 1474 . 65 140� 0 . 0432 0 . 388 14 . 9 54 (6 . 35? 9 . 00 1474 . 65 140i 0 . 0432 0 . 388 14 . 9 1 --- ROUTE NO . 1 DESCRIPTION --- Q.-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q.-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 1 36 . 28 1 . 610 0 8 . 0 20 . 06 K=8 . 1 0 . 05 0 0 -0 . 72 0 . 00 PIPE 1 36 . 28 120 0 8 . 0 0 . 39 20 . 06 OUTLET 2 35 . 98 1 . 610 0 8 . 0 19 . 73 K=8 . 1 0 . 17 0 0 -0 . 72 -0 . 00 PIPE 2 72 . 26 120 0 8 . 0 1 . 39 19 . 73 OUTLET 3 35 . 93 1 . 610 0 8 . 0 20 .40 K=8 . 1 0 . 37 0 0 -0 . 72 -0 . 72 PIPE 3 108 . 19 120 0 8 . 0 2 . 94 19 . 68 OUTLET 4 38 . 52 1 . 610 0 8 . 0 22 . 61 K=8 . 1 0 . 64 0 0 -0 . 72 0 . 00 PIPE 4 146 . 71 120 0 8 . 0 5 . 16 22 . 61 OUTLET 5 42 . 12 2 . 067 1 6 . 5 27 . 05 K=8 . 1 0 . 30 2 20 -0 . 06 -0 . 00 PIPE 5 188 . 83 120 0 26 . 5 8 . 07 27 . 05 ------------------------------------------------------------ ------- --- --- REF 901 0 . 00 6 . 357 0 1 . 0 35 . 06 0 . 001 0 0 0 . 00 PIPE 39 188 . 83 120 0 1 . 0 0 . 00 REF 902 160 . 14 6 . 357 0 9 . 0 35 . 06 0 . 004 0 0 0 . 00 PIPE 40 348 . 97 120 0 9 . 0 0 . 04 ----------------------- REF 903 187 . 58 6 . 357 0 1 . 0 35 . 10 0 . 009 0 0 0 . 00 PIPE 41 536 . 55 120 0 1 . 0 0 . 01 REF 904 156 . 96 6 . 357 0 9 . 0 35 . 10 0 . 014 0 0 0 . 00 PIPE 42 693 . 51 120 0 9 . 0 0 . 13 REF 905 187 . 95 6 . 357 0 1 . 0 35 . 23 0 . 022 0 0 0 . 00 PIPE 43 881 .45 120 0 1 . 0 0 . 02 c Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q.-TOTAL C-FACT LT TOTAL PF PO NOTES ---- ------------------------- REF 906 157 . 30 6 . 357 0 9 . 0 35 . 25 0 . 030 0 0 0 . 00 PIPE 44 1038 . 75 120 0 9 . 0 0 . 27 REF 907 188 . 73 6 . 357 0 1 . 0 35 . 53 0 . 041 0 0 0 . 00 PIPE 45 1227 .48 120 0 1 . 0 0 . 04 REF 908 157 . 99 6 . 357 0 9 . 0 35 . 57 0 . 051 0 0 0 . 00 PIPE 46 1385 .47 120 0 9 . 0 0 .46 REF 909 89 . 18 6 . 357 0 130 . 0 36 . 03 0 . 057 0 0 0 . 00 PIPE 47 1474 . 65 120 0 130 . 0 7 .46 REF 910 0 . 00 6 . 357 0 4 . 9 43 .49 0 . 057 0 0 2 . 69f PIPE 48 1474 . 65 120 0 4 . 9 0 . 28 REF 911 0 . 00 6 . 357 0 39 . 9 46 .46 0 . 057 0 18 4 . 73 � PIPE 49 1474 . 65 120 2 57 . 9 3 . 32 REF 912 0 . 00 6 . 357 0 11 . 0 54 . 51 0 . 057 0 44 0 . 00 PIPE 50 1474 . 65 120 1 55 . 0 3 . 16 REF 913 0 . 00 6 . 357 0 2 . 0 57 . 67 0 . 057 0 9 0 . 00 PIPE 51 1474 . 65 120 1 11 . 0 0 . 63 ---------------- ----- --- -- REF 914 0 . 00 6 . 3§.7 1 92 . 0 58 . 30 Ro 0 .043 0 48 0 . 00 PIPE 52 1474 . 65 140 0 140 . 0 6 . 04 REF 915 0 . 00 6, . 3,57 0 9 . 0 64 . 34 0 . 043 0 0 0 . 00 PIPE 53 1474 . 65 140 0 9 . 0 0 . 39 REF 916 0 . 00 6 . 357 0 9 . 0 64 . 73 0 . 043 0 0 0 . 00 PIPE 54 1474 . 65 140 0 9 . 0 0 . 39 ----------- ---------------------- --- -------- ------------------ 65 . 12 Supply 10 . 001/' backflow 75 . 12 a --- ROUTE NO . 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 6 38 . 91 1 . 610 0 10 .07 23 . 07 K=8 . 1 0 . 06 0 0 -0 . 72 0 . 00 PIPE 6 38 . 91 120 0 10 . 0 0 . 55 23 . 07 --------- ---------------- --- - -- OUTLET 7 38 . 77 1 . 610 0 11 .9 1 22 . 90 K=8 . 1 0 . 20 0 0 -0 . 72 -0 . 00 PIPE 7 77 . 67 120 0 11 . (J 2 . 19 22 . 90 OUTLET 8 39 . 93 1 . 610 0 9�0'/ 24 . 37 K=8 . 1 0 .43 0 0. -0 . 72 0 . 00 PIPE 8 117 . 66 120 0 9 . 0 3 . 86 24 . 37 OUTLET 9 42 .48 1 . 610 1 3 . 0 27 .150 K=8 . 1 0 . 76 0 8 :7$ 1 0 . 00 PIPE 9 160 . 14 120 0 11 . 0 �. 34 27 . 50 REF 902 35 , 06 --- ROUTE NO . 3 DESCRIPTION --- Q--ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ----------------------------------------------------- - - - OUTLET 10 34 . 73 1 . 610 0 8 . 0 20 . 55 K=8 . 1 0 . 04 0 0 -0 . 72 -2 . 17 PIPE 10 34 . 73 120 0 8 . 0 0 . 36 18 . 38 OUTLET 11 35 . 06 1 . 610 0 8 . 0 20 . 18 K=8 . 1 0 . 16 0 0 -0 . 72 -1 . 45 PIPE 11 69 . 79 120 0 8 . 0 1 . 30 18 . 74 OUTLET 12 36 . 26 1 . 610 0 8 . 0 20 . 77 K=8 . 1 0 . 35 0 0 -0 . 72 -0 . 72 PIPE 12 106 . 05 120 0 8 . 0 2 . 83 20 . 04 OUTLET 13 38 . 74 1 . 610 0 8 . 0 22 . 87 K=8 . 1 0 . 63 0 0 -0 . 72 0 . 00 PIPE 13 144 . 79 120 0 8 . 0 5 . 03 22 . 87 --------------------------- --------------------------------------------------------- OUTLET 14 42 . 79 2 . 067 1 6 . 5 27 . 18 K=8 . 1 0 . 30 2 20 -0 . 06 0 . 72 PIPE 14 187 . 58 120 0 26 . 5 7 . 97 27 . 91 REF 903 35 . 10 <a --- ROUTE NO . 4 DESCRIPTION - Q.-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 15 37 . 00 1 . 610 0 10 . 0 23 . 03 - K=8 . 1 0 . 05 0 0 -0 . 72 -2 . 17 PIPE 15 37 . 00 120 0 10 . 0 0 . 50 20 . 86 OUTLET 16 37 .44 1 . 610 1 3 . 0 , 22 . 81 K=8 . 1 0 . 18 0 8 / -0 . 72 -1 .45 PIPE ---16--- 74 .44 120 0 11. 0 2 . 02 21 . 37 OUTLET 17 39 . 77 1 . 610 1 ,� . 0 24 . 11 y K=8 . 1 0 .41 0 8 / -0 . 72 0 . 00 PIPE 17 114 . 21 120 0 '-1: 0 4 .46 24 . 11 Uv OUTLET 18 42 . 75 1 . 610 1 3 . 0 K=8 . 1 0 . 73 0 8 �:44 0 . 00 PIPE 18 156 . 96 120 0 11 . 0 _ 27 . 85 ---------------------------------------------------- REF 904 35 . 11 HYDRAULIC CALCULATIONS --- ROUTE NO . 5 DESCRIPTION ---- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q.-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 19 34 . 79 1 . 610 0 8 . 0 20 . 62 K=8 . 1 0 . 04 0 0 -0 . 72 -2 . 17 PIPE 19 34 . 79 120 0 8 . 0 0 . 36 18 . 45 ------------- ----------------------- ------------- OUTLET 20 35 . 13 1 . 610 0 8 . 0 20 . 26 K=8 . 1 0 . 16 0 0 -0 . 72 -1 .45 PIPE 20 69 . 93 120 0 8 . 0 1 . 31 18 . 81 ----- ---------- ---------------------------------- OUTLET 21 36 . 33 1 . 610 0 8 . 0 20 . 84 K=8 . 1 0 . 35 0 0 -0 . 72 -0 . 72 PIPE 21 106 . 26 120 0 8 . 0 2 . 84 20 . 12 ------------------------------------ OUTLET 22 38 . 81 1 . 610 0 8 . 0 22 . 96 K=8 . 1 0 . 63 0 0 -0 . 72 0 . 00 PIPE 22 145 . 07 120 0 8 . 0 5 . 05 22 . 96 OUTLET 23 42 . 87 2 . 067 1 6 . 5 27 . 29 K=8 . 1 0 . 30 2 20 -0 . 06 0 . 72 PIPE 23 187 . 95 120 0 26 . 5 8 . 00 28 . 01 ------------------------------------------------ REF 905 35 . 23 a . r --- ROUTE NO . 6 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---------------------------------- ---- - ---- ----------------- --- ---- -- ----------- OUTLET 24 37 . 08 1 . 610 0 10 . 0 23 . 12 K=8 . 1 0 . 05 0 0 -0 . 72 -2 . 17 PIPE 24 37 . 08 120 0 10 . 0 0 . 51 20 . 95 OUTLET 25 37 . 52 1 . 610 1 ,13. 0 22 . 91 K=8 . 1 0 . 18 0 -0 . 72 -1 .45 PIPE 25 74 . 60 120 0 18. 0 2 . 03 21 .46 ------------- - OUTLET 26 39 . 86 1 . 610 1 j 3 . 0 24 . 21 K=8 . 1 0 .41 0 �� 8� -0 . 72 0 . 00 PIPE 26 114 .46 120 0 4. 0 4 .48 24 . 21 OUTLET 27 42 . 84 1 . 610 1 3.0y 2 K=8 . 1 0 . 73 0 8/ -0 7 0 . 00 PIPE 27 157 . 30 120 0 T1 .0 8. 07 27 . 97 ----------------- REF 906 35 . 26 --- ROUTE NO . 7 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q.-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 28 34 . 94 1 . 610 0 8 . 0 20 . 78 K=8 . 1 0 . 05 0 0 -0 . 72 -2 . 17 PIPE 28 34 . 94 120 0 8 . 0 0 . 36 18 . 61 OUTLET 29 35 . 28 1 . 610 0 8 . 0 20 .42 K=8 . 1 0 . 16 0 0 -0 . 72 -1 .45 PIPE 29 70 . 22 120 0 8 . 0 1 . 32 18 . 97 OUTLET 30 36 .49 1 . 610 0 8 . 0 21 . 01 K=8 . 1 0 . 36 0 0 -0 . 72 -0 . 72 PIPE 30 106 . 71 120 0 8 . 0 2 . 86 20 . 29 ------------------------------ ----- ---- -------- ---- ---- OUTLET 31 38 . 97 1 . 610 0 8 . 0 23 . 15 K=8 . 1 0 . 64 0 0 -0 . 72 0 . 00 PIPE 31 145 . 68 120 0 8 . 0 5 . 09 23 . 15 ----------------------------------------- - ----------------------------------- OUTLET 32 43 . 05 2 . 067 1 6 . 5 27 . 52 K=8 . 1 0 . 30 2 20 -0 . 06 0 . 72 PIPE 32 188 . 73 120 0 26 . 5 8 . 06 28 . 24 REF 907 35 . 53 a ,+ --- ROUTE NO . 8 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSSAT E FITTS PE PE Q.-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 33 37 . 24 1 . 610 0 10 . 0 23 . 31 K=8 . 1 0 . 05 0 0 -0 . 72 -2 . 17 PIPE 33 37 . 24 120 0 10 . 0 0 . 51 21 . 14 --------------------------------------------------------------------------- OUTLET 34 37 . 69 1 . 610 1 3 . 0 23 . 10 K=8 . 1 0 . 19 0 8 -0 . 72 -1 .45 PIPE 34 74 . 93 120 0 11 . 0 2 . 05 21 . 65 ---------------- ---- ------------------------------- --------------------- --- OUTLET 35 40 . 03 1 . 610 1 3 . 0 24 .42 K=8 . 1 0 .41 0 8 .� -0 . 72 0 . 00 PIPE 35 114 . 96 120 0 mob 4 . 52 24 .42 ---------------------------------------------------------- ----------------- OUTLET 36 43 . 02 1 . 610 1 3 . 0 28. 21_ K=8 . 1 0 . 74 0 8 =Q. 78 0 . 00 PIPE 36 157 . 99 120 0 11 . 0 8 .�T3 28 . 21 REF 908 35 . 57 --- ROUTE NO . 9 DESCRIPTION --- Q.-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q.-TOTAL C-FACT LT TOTAL PF PO NOTES ----------------------------------------------------- ---------------------- OUTLET 37 44 . 59 1 . 610 0 10 . 0 30 . 31 K=8 . 1 0 . 07 0 0 -0 . 72 0 . 00 PIPE 37 44 . 59 120 0 10 . 0 0 . 71 30 . 31 --------------------------------------------------------------------------- OUTLET 38 44 . 58 1 . 610 1 23 . 0 30 . 30 K=8 . 1 0 . 26 0 8 -2 . 23 -0 . 00 PIPE 38 89 . 18 120 0 31 . 0 7 . 96 30 . 30 ------------------------------------------------------- -------------------- REF 909 36 . 03 r ,� • =111116ia°s 11 aa�°id��a�°�a�;�Hc aaaa r1111.111111IY11i;11;;i.1 111:::11NN� lI1t11111r111�111111rItItt11111111tt1;11t11t11t11 111, 111r1 1; 1 r1', ry Illrtrl_I'I,rI,t1 �IjIllrltrtrtltllrtr Ilrt IIIIIIttltl H:11'.1:A1r:�a:1,1MI�1,:I u:�1: I;;;::IIt:Iral:r�11:::I::1�1a1:t'1111::r:1 11 Irrrtl, ul1 . ruI ,ua ru.Ira1r11r1t111t111ar11„r11,1 I:a1:111:ta11:t1 Laaaaalaiia:1aaiaaa::�:N1a:aa�aaaIn11:1:a:I:::ales:a:a::1:in:=::::ia:a::i::::INa,I aaa:aaaa:aaataa�aaaaI tall aaaitaaaaaairaia:aar:alai aaa :aa:ail::ia::aiiiiiai:iiii �"„" :::::;a �a:aaaaa:aaaaaaaaa::aaaa�l:::a1a a aa�a1: :0:=�:::aaaaaaaa:::aaaaaa:;a, :::::: : :a aaa a: aaa "1LaaaZ6 a::a aura I011H1,1H :a::Hal:::a:; alrt�ila11J� n� tlr�rrr a1a1t� 1L 1 n mt unm11 Ir, r rla.tur 1 r r , 11, aaL aaa taatla,Irlarl,Irrrrl :::aaaa.3�111111 >;:aaac'■� �,.. ■I,11 mea�_a�°� 9aaa:a �B�6a� :11goaIt:1� •.o r■r.,,,11 11111111r , , . ■. .1r..r... . 1 .1rr■■r . :� M r_ a:r.■.■1.1.1r...11■■■r■..., ,rrlrlraa:a 11.111 a 4 11 11121 1 1a Hill t�� �INm�a�l111111.:1r11 1 111II : M,r:11 r■1u1at111 i.. MI1 r1.r.r1r.., . ■■■,.■■1rr , , n . . 1Itr 1p ,r �� ,... ...1 . . ■r.■..,as a'a�l�rraal aaJal:laa'Irrr� lfarr0alrtrl■1I;;a .. =� rr;I „ ,r ►` , 1 „r1 rr .1.rr1 , r.,r ,1.., ., r Bd00B7I:C::;; I�°3°"gal111E:IIIIII line':'::1•= ;{ 11111 ali.::llill"�11 :CC:o=:l:.l r, 1.r■:11 . �111/"�:. . r.r„rrn, ,:r.r,a:.:rra, .,1■,. :r., „r■,4 .■. u a1 rrr . • ::��:...,■.�1 I�1./1•�:�1::i1::: :: ' :::1 11.111. 'EII::' :I11:r:I:■ 1 ��r.I�: .r1rr. L ....��I� rom 1:1 �.::' :: 1: :p : '1: ' " 1 Nolan 1 :",I ...': : '::' ICC:1 ':F.:.:•;1 1:: 1::� IIla71''�: Ii:C. 1i, .0 C 11 ., rsCLIC:: �1r C:■C:C ■■11■ICrrr :I:I::1 I :■ I. ' �CE► � :n■ 'no•Ir1�G'i■G� I" :IlC r■ �■ u...;u■ no "man' Asia$ ONION l on au:,'i!■m'-::iee=:u:■',:n::m:i ' • fi rr ..;l=!.rr■'..... MIIIII :1.:■1: 1 .IJ :1 ..1 ■..,C ll:....:1 :11 ::C■.8.. ills : 11 : 1: I'll II II 13 :I :NI : 1 � Ite: C'r�I CCo :' :111 .I ::::III :III:I: •• "' ':1 ::1'CIC:"CI:C: •■'�:�"'�I l'i ' ■:��'�'e I:C"� IaCl it Sail ll■'1 1:::� :: :tCaC��'I:ICt:191:':::�.I::u.:l:■ n■ ■u r :: r ■■.■ n . rl■'�'�u rn=uunrl.uuu.1 r■III:::::III:'�"'1 I :":1:: "1::':: ' 1 :6 :'Ct:Ci : :::1 :" 11,0101 II: : : : n■ ■ ■■ ■ n i ■ .r. un. n ■ .m .. unu.rnnrl.r..rr. iiaii1ieiiiiiieiiu�lrllai�ili�iid1ioe1aRl'ula �°�eii �tliE ° 'I.�E�1:ai'alas: ':�" ' �����Nme �� llllllllll 1111111111111111111 11111111 1 IIIIIt11110!!iMilllllllll ttppl ��1 111111111 111111111I11111111 IIIIIIII I IIIIIIr111a1111111111111111111 11111111 1 Ill llll ill lt5 1Illlll�lll�lllllalllllllllllIlitltllllllllllll llllllll�l 11111111 11111111111111111 IIIHIIIIIII1111 1111111111 1 111111 111 11 11 I111111I IHIIIIIIIIIIIIIIIII1 II 111 • . IIII Il��llllllllllllnlll�llllllllllllll'�IIIIIIIIII �IIIIIIIIIIIII 1 III III 111 lulllllllllllllllllllllllllll �IIIIa1111111111111111111111111H111111In 11111HU!111111IIIIII111 1 in 1111��In 111111111111111111111111111111 =elllerl' eleeeelllleeerrleele=eeelleleeeulerrelereee`�Ieelleeeeelleleulere1�111eeeeerle eeeureeeeeleeleeeeereeereeeer eeleereee0elee rerlerleeereleereeeeeeeeeelerlllelleeec:Irllleelerleeeerrelee nreeeeerlre�euee eeeeeeelelelelerellellr iaiiiiiiiiippliiflI�iil=iiilii � iiiiliiia = Ill 1111 P 11=uiiiiiiiii�1111111111 11 Ilnllrrlllrlllllllollln 1 pilrlll Il1�11 I�IIC�Iln �1 1111111 111/ Illllllllrlllllllllllllllllllllllllllllll Il�111111lllllllnlrllullldr�llllrn�a 111l�lll9:=�111:11�ll111111ll�loll��lllllllllllllllllllllllllllllllllll111111 . 11 IIIIIIIIIIIIIIIIIIn1111�1��1��111 111N llulltr�• "11111111111111/111111111111111111111111111111111111111111111111111 111111111�1111111111111�'W11111;111111111111111�1�1111��1111�11;�;II11�111111111111111111�111111111 M1111111111111111111 IIIII111 1I11111111�11 Illlllll IIII'1111111111G��1���111llllllliilllllllllllllllllllll Illlllllllllllllllllllllllllll rrrrrrrrrr=rrrrrrrr rrrrrrrrrrrrrrrurrlrrrlr+nr rru��lrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr;rrrrrrlrrrrrrrrrrrrr rrrrrr rrr ------rrrrrrrrrrrrrrrrrrrrrrrrrrr�%u�.�c_=■:�rulrrrrrrrnlrrrrrrrrurrrrinrrllrrrrrrrr rrrrrrrrrllrrrurrrl rrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrlrrrar:r:rarcarrl:�nr rrrrrrrrrr rrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrr�rrrrrrru rrrrc:e�:rrrrr:::rrrr=rrrrrrrrrr=rrrrrrr'rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrlrrrrrrrrrrlrlrllrrrrrrrrrrri�rrrrrrllarrrrirrlrrrrrrrrrnr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrnrrrrrrr11rr1 rnrrrrrrlrrrrrrrrrrrrrrrrrrrlrrrrllrrurrrrrlt►�1rlr�rlrlrrlrrrrrrrrr=r.rrlurlrrrlrtlrr111rrrtllrlrr111rrrlrllrlr1111r1 rrrrrrrrrrrrrrrrrrrrrrrrrrrrnrrrrrrrrlrrrrrrrrn:.rrrrrrrrrrrrrrrrrrrnrrrrrrrrrrr1r11r111rrrr11111rrrrrr11111rlrrrttll aa1111111,a,all 51 a:a:::as::::1:::::aaaaaaaa:al::aaa:i,a�:::::::::a::iaa:al:uuia::a:aaa' :::=a8?:�9a::aa;:98aaaaataaaa::aaaa::aaaa::; 1.■,r,..11,1..:,u,tt..rr.r1■r:..,.,r',1,.r.rlrrl,rtrr,,,rral,rrr...,.,rr1.lr,.r...r,rr.,,,,r,.11..1:.■.1.r,.r.,.rr■..11 '::',aaaaa°1°a::aaaaaaa:aaii INN Is ::I:::::::::::::::::::::::::::::::":'loom:::u::::::i::::::::."::rriiliu:::::::C:::::':::i:::: :E:8::98BBE9E9998E:6:::8:E::nouns;::::88EEE==E::99EB:EBB=98=: Islas sMonoss:a�s�NOREEN�BOR=M 9E:=BB:9EEEBEn:989:E98 .................................. ... .. ... ............ ......... .... .... .. . .. ........................ nuu■ ■■ nuuunu uu .: ■u:..::nr:......un . u n...0 ■.rl'.rn.'::r.i:r.`r;l Z:.. wmun uuunn Sam io.o.■u■ii■..u■ouuiiiu...... ii■iiiu.:3084 800SONNSUS women men ii.iiir�.i...iiuii... .uu �nniuriu.u■=io.i..ai1-01 ""HU.r■ In ■uouruu .uuu.ru. r u. ■uou.=ruin.■ o■ ruau uuui.. uu.u.nouoo. ...... ........�.rrmu ... .��...Yi�li�ii rrrrrrrrrlrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrllrrrrrrrrrrrrrrrrrrrrrrrrrrr lrlrrrrllrrlrrrrrrrrrrrrrrrrlrrlrn�rrrrrrrrrrrrrrrrrrrrrrlrrrrrrrrrr�rrr�a�rrrrrrrrrrrrrrrrrrrrrrrrrrlrrrrrrrrrrrrrrrrrr ENRON... November 5, 1991 M E M O R A N D U M TO: Dave Anderson FROM: Terry Castle SUBJECT: Mirage Marine - sprinkler system The approval of permit is subject to: 3 . Make and model of backf low assembly: Must be Washington State approved double detector check. 5. Valve vault details: O.S. & Y. main side P.I.V. building side. 6. Type of connection to City main (no valve shown) : Hot- tap with Mueller R.S.G.V. Stainless steel tapping saddle. 7. Class of underground pipe and depth of bury: CL. 52 . D. I.P. cement mortar lined, Tyton Jt. 3' minimum cover. 13 . Water supply and system demand: Required. Existing water main: 10' CL. 150 A.C. Note: Vault type and size and a detail of complete installation required for city approval. These plans are incomplete in that respect. �� �,��y���J�%�� ZZ �/ � COMMERCIAL FIRE PROTECT -N, INC. LEUTE[ 'ZF TUBS M OUTU P.O. Box 294 ANACORTES, WA 98221 DATE JOB NO, (206) 293-9559 10-10r91_ F«-12391 ATTENTION FAX 293-3911 RAVE ANDERSON BUIL.DING OFFICAL RE: TO CITY OF ARLINGTON BUIL©ING DEPT WESTAR MIRAGE BOAT BUILDING 238 NORTH OLYMPIC: AVE ARLINGTONI, WA. 98223 - - -WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via_ __the following items: X] Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 10-08-91 HYDRAULIC CALCUALATIONS 3 10•-'10-91 FLOW GRAPH 5 10—)s_91 DESIGN DRAWINGS AND SPR I NKLLR LAY OUT, THESE ARE TRANSMITTED as checked below: C* 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 [X For review and comment ❑ — _ _ ❑ FOR BIDS DUE _19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS DAVE PLEASE REVIEW THESE AND ALSO QUOW US THE PERMIT FEE �ti,�a� �-1� • Off_ , RESPECTFULLY S.UBM;ITTED COPY TO FILE F-►12391 S PRODUCT 240-9 A e Inc,Croton,Mass.U1471 If enclosures are not as noted, kindly n tily s at once. I JV r J ,JI: Ir, r J.'t ,iT •11 WJ.j- -AJ;:1-,-•11Y1't H' I., 1 0 h-J r c .'I'�� 1' '+..r .��.: •i1iJ ,� i� .:•1�: uJU�I�'1:.: '� 'fi��;i�, i hL--iv-'.' � `'+ i X r.J-aTJ_i' IN �,1 COMMERCIAL FIRE PROTEC" )N, INC. �[ ��[ �- ;�[� MQQ[SEDUYU P.O. Box 294 ANACORTES, WA 98221 DATE J l7� W� / JOB NO. (206) 293-9559 A, T'Iv0"/Nl/vYn� FAX 293-3911 ) RE: � TO •��On �nfvc, rpAt P7' v ITS oLYPO PIC z�Ur- WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via —the following items: ❑ Shop drawings [Prints El Plans ❑ Samples El Specifications ❑ Copy of letter ❑"Change order ❑ — - - — COPIES DATE NO. DESCRIPTION OA THESE ARE 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 ❑ - ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS - -- - - COPY TO -� SIGN ED: PRODUCT 240-3 Inc,Groton,Mess.01471 If enclosures are not as noted, kindly notify us at once. ml 1--Ti l 11 Lr I I i..i I I I 1 - 1 11► I I li ~:)37OR9 p In jAlm ro hm � I - - - - 1 Fit _illy: I I I AM "I D IU I -_1 I I I EI 11 L J. ---e 11-11 ��'JL � � • � k • - _ I I I r l _ [ I -4r 1 —• — - — - — - �TI�•- 71 11 J Illy., 1 I — TI I J - I - I- tt•n ' In I1 - - �'- 1 _ _IX 1 1 _ I I JL 1 '1- Iq I nH1 M% on I I I I J w wurn - 444 r; � v Z� LCL eA-S C rn vo ,3. r�ti�r 43� w�•s;. �-PP�ovi.-pU -�p� �--r. ✓ S, Osf Y ►7+r�u SIDE— (?I.V. !� s,�r 5 2' t�1.(�. Ce—m, rnOie-7PrIc- L o?,J EU_-N-Mf j J T, 3 r+, i w.► co v�e+R. 13, tXf.ST7n►G wAa��e vnQtiv /o GL.1SU A-C, NOTE. VAMLi - NPe t7E'7AIL bF- Co►+,PCt*Tz` /ruS7KhLAMOIJ (te-QUI P-e-o G.s�t PPrwv.�t. T>4" e - r'cw�a tN wt�t,Te ins rt 7 tars PE'C-T. I 1 ' I I� �i�is l�j 22�lS�tuGQ �a ��� `�t�n� U a ��/z �, 00 f -A 211 CLERK'S RECEIPT ORIGINAL DATE 24614 RECEIVED FROM ADDRESS FOR ACCOUNT `AMT.OF ACCOUNT AMOUNT RECEIVED y $ xQ� i AMT.PAID F iNGTON BALANCE DUE BY ZO n VH C t2i W A v •• N A vtj n V 10— H A V v mod! n t� � N V U °►ro t��iH trrJy� H � A O En O V MH V0t1i0 ;d0gV r A H M H v 'dEn H G� � 0 . H n 0 O V � 0 HO (� Uci0rotid H n �Mf V t% H � 0 M 0 n 0 V 00 � ,bzmi� z i0z ntid V Hx ttriti! robcon A v O H H A v z 0 z n � v z can n >0 v b A 0 v En A H A Ui V dhdM^1 z n v 0 p C7 A v •• A v Ii A V A V C7 A v 00 ti A v ,7bd ►dcnrEn m� M1-3 edit- H H A H w v Id 0H3 '�' ►�iGx� � H ►1: trJH A 0 O V tlOHHO ►C V0 A M z v H ►d Kxd ptvC7 b ^ A H V H G ���A+ii H � n � : 0 l 1 n V OMO H >oEnHzz z l n Von v flzqtjd fnin O n V CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION 4 BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT N0.00732 OWNER MAIL ADDRESS CITY ZIP PHONE Westar Properties NW, P. 0. Box 3339 , Arlington, WA 98223 435-8581 ARCHITECTOR DESIGNER MAIL ADDRESS CITY ZIP PHONE Gary Parkinson, 2812 Colby Avenue, Everett, WA 98201 252-2153 GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N Westar Properties same #WESTAP*161K6 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE Commercial Fire Protection, Anacortes , WA 98221 293-9559 PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N #COMMEFP 132MM CLASS OF WORK ®NEW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK s 20,275. 00 DESCRIBE WORK Siprinkler PRUPOSE D USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- np Distributnr of AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LEGAL DESCRIPTION OF PROPE RTY IS N BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT 1 BLOCK OFArl, Industrial Complex WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACTORORAUTHORIZEDAGENT DATE 108 AUURESS 19421 - 59th NE X (OFFICE USE ONLY) MECHANICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND.UNITS —H.P. EA. BAIII?UB REFRIGERATION UNITS—H.P. EA LAVATORY (WASH BASIN) BOILERS—H.P EA SHOWER GAS FIRED A.C. UNITS—TONNAGE EA KI ICHEN SINK& DISP FORCED AIR SYSTEMS— B T.0 MEA DISHWASHER WALL HEATERS— B.T.0 M LAUNDRY TRAY UNIT HEATERS— B.T.U. M CLOTHES WASHER EVAPORATIVECOOLERS WAIERHEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUN I AIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT— CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE&CHIMNEY SINK (SERVICE — BAR, ETC.) WATER HEATER GAS PIPING SUBTOTAL f SUBTOTAL ; PERMIT $I PERMIT f TOTAL FEE ; TOTAL FEE ; SIDE YARD SE I BACK STRLET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO USE/ONE LOT AREA VACANT SITE IND ®YES ❑NO FEES VALUATION FEE TYPE OF CONST OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG 140 40 VN B2/H2 BUILDING f 216 00 SIZE OF BLDG NO.OF STORIES MAX.000.LOAD 14, 480 2 PLUMBING FIRE SPRINKLERS REQUIRED ®YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE 4 rJ O PENALTY SEC.303(a) Sprinkler Only WATER/SEWER FEES PAID TOTAL 360 0 F, PERMIT VALIDATION 14 s,i r WHEN PROPE VALIDATED (IN THIS SPACE) THIS IS YOUR PERM ' IPT PAID C cc:ASSESSOR,APPLICANT,TREASURER, BLDG. DEPT. WEiIC /D ECOR S COPY ' T 64, CITY OF ARLINGTON. CONSTRUCTION- Blag601 PERMIT ❑ COMBINATION ® BUILDING ❑ MECHANICAL ❑ riLUMBING ❑ SIGN PERMIT NO. OWNER - MAIL ADDRESS CITY ZIP PHONE Westar Properties- NW PO Box 3339, Arl.ingtdn, WA 98223 435-8581 ARC141 TECT OR DESIGNER MAIL ADDRESS CITY +: ZIP ►HONE Gary' Parkinson 2812 Colby Ave. , EverEjrt, WA 98201 252-2153 GENERAL CONTRACTOR MAIL ADORE SS CITY ZIP PHONE LIC NS-E� first ' fro erties same ` WESTAP*161K6 MECHANICAL CONTRACTOR MAIL ADDRESS CITY '• ZTP PHONE E IF ;,,., . V. . C t 2 3 PLUMBING,CONTRACTOR MAIL ADDRESS CITY 1 ZI/ PHONE ICENSE/- CLASS OF WORK + QNLW-: '4❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION' ❑Bt)tLDINGRELOCATION. VALUATION OF WORK - Q DESCRIBE WORK;? F St/ PRUPUSt D USE Of BUILDING + I HEREBY CERTIFY THAT I HA E READ AND EXAMINED THIS APPLICA- Distributor of Magazines & Books TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- llbnl Otx.RIPT ION or PRorterr(SHOWN BELOW OR ATTACH rouR COPIES) SIONS OF LAWNS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT 1 FILOCK orAT1 _ Tn WIL4 BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING QF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLr4TE OR-CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LO(�1L LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF 1 8 8 2 5' 6 7 th Ave NE, Arlington, WA 9822 ONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. IGNAIVRE OF CONTRACTOR OR AUTHORIZED AGENT DATE 08 AOURLSS . l X OFFI PLUhlBIE USE ONL MECIANICAL I .NO. �.'•',• Ll P� FEE NO,, TYPE OF EQUIPMENT FEE WATER O —' COND.UNITS -II.P.EA, BA 1111 UB (� F L t REF GERATION UNITS-H.P.EA. LAVA1ORY BOILER -H.P.EA SHUWLK ' GAS FIRED AC.UNITS-TONNAGE EA. KI ICIILN 511 '' FORCED AIR SN4TEMS- B.T.U. MEA DISHWASIIE WALL:HEATERS 21k T.U. M LAUNDRY 1 UNI1.1.IEATERS- B.T. M CLOIIILS WASIILK EVAPORAII'!E COOLER WAIERIIEATLK ' CLOI,HESDRYERS URINAL VENTILATICN FAN DRINKING FOUNIAIN ,. RAN HOOD COMMERCIAL FLOUR DRAIN AIR IIANULING UNIT - CPM VACUUM BREAKERS STOVE ROUT DRAINS - RAINLEADERS METAL FIREPLACE 6 CIIIMNEY SINK(SERVICE - BAR,E TC.) v WATER HEATER i GAS PIPING a SUBTOTAL 1 SUBTOTAL S PERMIT f PERMIT f TOTAL FEE f ; TOTAL FEE f UL YARD SE IBACK STREET SETBACK REAR YARD SETBACK PLAN•CIIECK NUMBER PLAN CHECK FEE - •�"' �� - iEE ECEIIT NO. SE IONI LOT AREA ACANT SITE YES ❑NO FEES VALUATION FEE 'PE OF CONST. OCCUPANCY 'ROD NO.OF DWELLING UNITS PLAN CHECKING VG z - IL OI BLDG. NO.Or S146RILS MAX.(CC.LOAD BUILDING ` I O f ~� PLUMBING rIRESPRINKLERSREQUIRED -J YES ❑NO MECHANICAL DMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE !�;d PENALTY p EC.303(a) WATER/SEWER FEES TOTAL S > PERMIT VALIISATION WHEN PROPERLY VALIDATED IIN THIS SPACEI THIS IS YOUR PERMIT 6 RECEIPT ' PAIp CRR BY :c:ASSESSOR,APPLICANT,TREASURER.BLDG. DEPT. 78UROINr,OrnCUL DATE ;�; RECORDS COPY_ .J -� CITY OF ARLINGTON. CONSTRUCTION PERMIT Y ❑ COMBINATION ® BUILDING ❑ MECHANICAL ❑' PLUMBING ❑ SIGN PERMIT NO. OWNER MAIL ADDRESS CITY ZIP PHONE Westar Properti(3s PO Box 3339 Ar�-ingtOn 98223 435-8581 ARCHITLCT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE R Same MLCIIANICAL CONTRACTOR MAIL ADDRESS EITY ZIP PHONE LICENSE/ PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N CLASS OF WORK z ❑NLW ❑ADDITION ®ALTERATION ❑REPAIR ❑DEMOLITION' ❑86ILDING RELOCATION VALUATION OF WORK s 75,000 ' DESCRIBE WORK Revise offices and fire sprinkle entire badg PRUPOSE0 USE OF BUILDING Boat building I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LwAL utsr.RlPrION of PROPLRTY(SHOWN BELOW OR ATTACH FOUR coPlEs) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI 9 BLOCK of WIL(i BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING QF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR-CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNAJURE OF CONTRACTORORAUTHORIZED AGENT DATE JOB ADURLSS 19421 59th Ave NE, Arlington X (OFFICE USE ONLY) MECHANICALi PLUMBING NO. TYPE OF FIXTURE FEE NO: TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND. UNITS -H.P. EA. BAlfIIUB REFRIGERATION UNITS-H.P.EA. LAVATORY (WASH BASIN) BOILERS-H.P. EA SHOWLR : GAS FIRED A.C. UNITS-TONNAGE EA, KI ICHEN SINK&UISP. FORCED AIR SYSTEMS- B.T.U. MEA DISHWASHER WALL.HEATERS- B T.U. M LAUNDRY IRAY UNII,HEATERS- B.T.U- M CLOIHES WASIiER EVAPORAI IVE COOLERS W'AIER HEATER CLOTHES DRYERS URINAL VENTILATION FAN DRINKING FUUN 1 AIN RANGE FJOOD COMMERCIAL FLUOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC.) . WATER HEATER GAS PIPING n SUBTOTAL f SUBTOTAL f PERMIT f ' PERMIT f TOTALFEE f TOTAL FEE f SIDE.YARD SE I BACK STREET SETBACK REAR YARD SETBACK PLAN-CHECK NUMBER PLAN CHECK F E I • FEE�/}7 RECEIP x�y USE LONE LOT AREA VACANT SITE ❑YES ❑NO FEES VALUATION FEE TYPE OF CONS1, OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG o2 [J` fp f(e !> d SILL OI BLDG. NO.OF STORILS MAX.OCC.LOAD BUILDING S a !� 0 d PLUMBING FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE PENALTY U.B C. tom, SEC.303(a) ty I A1� WATER/SEWER'FEES TOTAL `�C� ' 7�D \I PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT&RECEIPT PAID CR# BY Cc:ASSESSOR,APPLICANT,TREASURER, BLDG. DEPT. BUILDING O IGAL e - DATE : , RECORDS CO CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION rj] BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO.00730 OWNER MAIL ADDRESS CITY ZIP PHONE Westar Properties , P. O. Box 3339 , Arlington, WA 98223 , 435-8581 ARCHITECT OR DESIGNER HAIL ADDRESS CITY ZIP PHONE GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N Same MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# CLASS OF WORK ❑NLW ❑ADDITION FSJ ALTERATION ❑REPAIR ❑DEMOLITION []BUILDING RELOCATION VALUATION OF WORK s75 ,000 DESCRIBE WORK Revise offices and fire s rinkle entire building PROPOSED USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- Boat AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LEGAL DESCRIPTION OF PRO ARTY ISHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNINGTHIS TYPE OF WORK LOT 9 BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT DATE IOB ADURLS` 19421 - 59th Avenue NE, Arlington X j (OFFICE USE ONLY) PLUMBING cl- MECHANICAL NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND.UNITS -H.P. EA BA I II l UB REFRIGERATION UNITS-H P EA LAVATORY (WASH BASIN) BOILERS-H.P. EA SHOWER GAS FIRED A.C.UNITS-TONNAGE EA. KI ICITEN SINK& DISP. FORCED AIR SYSTEMS- B T U MEA DISHWASHER WALL HEATERS- B.T.0 M LAUNDRY 1 RAY UNIT HEATERS- B.T.U. M CLOTHES WASHER EVAPORAI IVE COOLERS WATER HEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUNTAIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC.) WATER HEATER GAS PIPING SUB TOTAL ; SUBTOTAL ; PERMIT ; PERMIT ; TOTAL FEE f TOTAL FEE ; SIDE YARD SETBACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USE ZONE LOT AREA VACANT SITE 10/15/91 24 , 614 338 . 00 ❑YES ❑NO FEES VALUATION FEE TYPE OF CONST, OCCUPANCY GROUP NO,OF DWELLING UNITS PLAN CHECKING NG 338 00 SIZE OF'SLUG, NO.OF STORIES MAX.OCC LOAD BUILDING $ 252 00 PLUMBING FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE 4 50 PENALTY SEC.3 EC.303(a) yy77�a WATEPUSEWER FEES PAID TOTAL �. •,,! PERMIT VALIDATION WHEN PROPERLY VALIDATED UN THIS SPACE)THIS I YOUR PERMIT IPT PAID/(-1/1p I/ CR (•fJ J cc: ASSESSOR,APPLICANT,TREASURER, BLDG. DEPT. I BUILOINGOFFICIAL E RECORDS COPY