1407 80TH ST SW 2024 Plans 2025-12-02

FOR HY RA LIC i 0 1 0 I W 9 / / // / /// / //// / / / / / / INFORMA0 PROPOSED / ' ION / / / O g/ EXTRUDER /' ' BUILDING /'//, 30169 SQ.FUS T. ONL0 ! 00 NEWS DRY - - rrfEM - -- - NETY WEf O _ o 7AI4� START-FLANGE AT 1-- EXISTING ---_ _ (-7 of RANc� BUILDINGS O O o o O O I DRIVING I an RANGE IfFlANGExMJ ❑ � N ADAPTER �. W Z O O T DUCTILE IRON LEAD IN O (BY OTHERS) 5'-0' ---- -- -------------�— — -Z 0 uc4 c I LEAD IN SECTION VIEW (LOOKING SOUTH) I � 0 I w I I EXISTING ' BUILDING O i I EXISTING BUILDING r— --",y Y I I I I 0 SYSTEM DESIGN: 1.VIKING'S SCOPE OF WORK IS AS FOLLOWS: I)PROVIDE A NEW 2000 GPM,100 PSI DIESEL FIRE PUMP WITHIN THE NEW PUMP HOUSE LOCATED I I AT THE MAIN ENTRANCE OF THE PROPERTY.ALL UNDERGROUND WORK FROM THE RE IN AT THE EXISTING 10'UNDERGROUNG MAIN WEST OF THE NEW PUMP HOSUE TO INSIDE THE NEW PUMP I HOUSE IS WITHIN OUR SCOPE. c)COMPLETE FIRE PROTECTION OF THE PROPOSED NEW EXTRUDER BUILDING.VIKING TO START AT ! I THE 8"FIANCE LOCATED IN THE SE CORNER OF THE CHILLER/COMPRESSOR ROOM WITHIN THE BUILDING. ' O 2.THIS SYSTEM IS DESIGNED TO COMPLY WITH FM GLOBAL AND NFPA 13 2010 EDITION,AND IS TO BE Ic j I APPROVED BY THE CITY OF LYERETT WASHINGTON AND FM GLOBAL 3.HE PIPING FOR THE WET SYSTEM WAS CALCULATED A AND SIZED TO 2 HE FOR THE FOLLOWING;12 / \ HEADS FLOWING AT 65 psi IN THE HIGH ROOF WAREHOUSE AREA,12 HEADS FLOWING AT 35 psi IN THE LOW ROOF WAREHOUSE AREA,AND A DENSITY OF.30/2500 IN THE MANUFACTURING AREA UNDER THE MEZZANINE.PER FM GLOBAL REQUIREMENTS. b.)PIPING FOR THE DRY SYSTEM IS SIZED TO DELNER A DENSITY OF.20 OVER THE ENTIRE LARGEST ROOM. 4.ALL NEW PIPING IS AS FOLLOWS:1'TO AC T BE BLACK SCHEDULE 40 WITH BLACK C.I.SCR'D FTRINCS,LARGER THAN 1}"SHALL BE BLACK SCHEDULE 10 WITH VtCTAUUC GROOVED TYPE Cj FTITINGS,UNLESS NOTED OTHERWISE. p I � 5.ALL NEW PIPE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS.A COPY OF THE TEST I C E R TIFI C A T E S SHALL BE FRONDED TO THE OWNER AT THE COMPLETION OF THE JOB. CD I X 6.A SPRINKLER HEAD CABINET ALONG WITH 12 SPARE SPRINKLERS SHALL BE PROVIDED AT THE ! W I BUILDING LEAD-IN SUPPLY. 7.PREPARATION FOR OR PAINING OF PIPE,WIRING OF ELECTRICAL EQUIPMENT,ALARM AND DETECTION, ACCESS PANELS,AND PATCHING OF ANY KIND HAVE BEEN EXCLUDED FROM VIKING'S CONTRACT. I EXISTING ' BUILDING j GUARD I EXIST'G SINGLE CHK.TO BE REPLAC D I P I STATION j WITH NEW DCDA IN VAULT. L _ ❑ ® / I ' NEW PUMP H P 2 2000 GPM @ 1 I �SE S 0 FIRE PUMP BY VI I ....._._.._.._.._SEE. HEET NSSS�SSSSS,_..__._ as �- ------------------------ 12" D.I. -----1--- ----------- ' ' 12" D.I. ------------------ EX. WATER MAIN ------- -1------------------ ----------------- D.I. sRc EX. WATER MAIN —'----'--------------------- 12 I 80th St SW EX. WATER MAIN ----1— _ „� - CWEARTIFI.AOEN ST ACTCEM DwiB FIRE SPRINKLER.Y$TPEEMTS 7Ce Leve13 Vik. E NGv _j7!! S 73Ntk Sprinkler Company i VI AS 7/77/24 t THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. BUILDING SITE PLAN 60'10'20'30'40'50' ai.. Dare ��3 IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED N ......."' ' """"""""""' WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER CO. TI SCALE:1-5G'-0" SCALE:V=59-W REVISIONS ABBREVIATIONS GENERAL NOTES WATER FLOW INFO SPRINKLER SYMBOL DESCRIPTION WET STAMP PROJECT: MARK BY DATE DESCRIPTION AFF-CENTERLINEABOVEFINISHFLOOR STATIC: 37PSI {,/ ACHILLES-EXTRUDE BUILDING ATJ-CENTERLINE ABOVE TOP OF JOIST 1.ALl MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS SYM STYLE MFG RESPONSE THD "K" TEMP SIN# FINISH ESCUICH. WRENCH DTY 1 GC 3128/11 REVISED DRAWING TO SHOW DCDA IN VAULT BOB-CENTERLINE BELOW BOTTOM OF BEAM -APPROVED. RESIDUAL: 23 PSI HOD-CENTERLINE BELOW BOTTOM OFDECK 2.PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER& FLOWING: 3,250 GPM SEATTLE BOISE 140780TH ST S.W. PORT NO FIRE PROTECTION POCATELLO BOP-CENTERLINE BELOW BOTTOM OF PURLIN DIMENSIONS SHOWN THUSLY(1-fi)WHICH ARE ENO TO END. EVERETT WASHINGTON 98203 BOJ-CENTERLINE BELOW BOTTOM OF JOIST ®20 PSI: LONGVIEW MEDFORD BTJ-CENTERLINE SELOWTOP OF JOIST 3.PIPING,HANGERS,ANDEARTHQUAET BRACING SHALL BE IN DATE: APRIL21,2010 VIKING AUTOMATIC SPRINKLER COMPANY CE- CENTERLINE OF PIPE,COLUMN,OR BEAM ACCORDANCE WITH NFPA PAMPHLET NO.13,APPLICABLE EDITION. COJ-CUT ON JOB 4.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL LOCATION: 1407 eat ST.S.W. 3434 FIRST AVENUE SOUTH FO-FIELD ORDER BE IN ACCORDANCE WITH NFPA PAMPHLET NO.13. INFOFROM: CITYOFEVERETT SEATTLE WA 98134.1894.24 hIs.(206)622-4656 CPLG-COUPLING 5.OWNER TO MAINTAIN 40°F MINIMUM IN LOCALITIES SUBJECTTO PUMP GPM:ZODD PUMP PSI:100 TYPE:DIESEL OREGONCCB#64837METROLIC#2816•WASHINGTON LIC#VLKFNA-5373NT BUILDING SITE PLAN FLEX-FLEXIBLE COUPLING FREEZING PROTECTED BY A WET PIPE SPRINKLER SYSTEM AND IN DOE-GROOVE ONE END ENCLOSURES FOR DRY PIPE,DELUGE,ORANY OTHER VALVES CONTRACT WITH: COL-GROOVED ONE END OUTLET APPROVING AGENCIES DWG RELEASE DATES: GxG-GROOVE x GROOVE CONTROLLING WATER SUPPLIES. AXTHELM CONSTRUCTION COORDINATION- NONE Date Drawn: Dmwa BY: SHEET: 11 OF 5 GZP-GROOVE x PLAIN 6.STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE CITY OF EVERETT FIRE DEPARTMENT P.O.BOX217 P.E./PERMIT- 3H8/1, 3/1/11 PAUL N. FP 1 •O ROL-THREADED WELDED OUTLET SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER MT.VERNON WA.9803 --FABRICATION- TOE-THREAD ONE END FM GLOBAL TOTAL$PRINIQERS SHOWN ON THIS SHEET TNaI CONTACT:JIMAXTHELM-PROJECT MANAGER CONSTRUCTION- Scale: Job No. TxG-THREADZGROOVE AND/OR HIS STRUCTURAL REPRESENTATIVE. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 459 OFFICE:360.424.6848 FAX:WOA28.0206 AS-BUILTS- 1/8"=1'-D" WSC-0951