6307 36TH AVE W 2024-04-30 - Laserfiche WebLink

K L SCOPE OF WORK: STEEL JOIST EXISTING 3"BRANCHLIN% 1.ADD REQUIRED SPRINKLERS FOR NEW CEILING&WALL LOCATION/RELOCATING EXISTING DRAIN TO NEW LOCATION. 2.PLAN SUBMITTAL TO&APPROVAL BY CITY OF EVERETT. 3.MATERIALS PER NFPA#13(2016)STANDARDS AS SELECTED BY ARCHER CONSTRUCTION,INC. -- - - 4.TESTING PER NFPA#13(2016)&CITY OF EVERETT. 5.NEW CEILING AND WALLS DO NOT AFFECT EXISTING UPRIGHT SPRINKLER PROTECTION. EXISTING 4"MAIN %XISTING _n U ESFR CLARIFICATIONS: - E L � 1.ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F Ja S� ya �ti (BY OTHERS)IN ORDER TO PREVENT THE PIPE FROM FREEZING. iDA Permit K2401-002 A Site Address: 6307 36th Ave W EXCLUSIONS: Applicant: Archer Construction Inc q I C G:±9-0 tton Date: 02Alteration to Existing NEW 1"DROP Description: Addition OPEN 0 FICE I 1.TAXES ANY TYPE. SO inkier System 2.ELECTRICAL AL OF ANY TYPE. Date: 01/16/2024 Review r CL 9-0 I 0� 3.UNDERGROUND PIPING OF ANY TYPE 4.STRUCTURAL VERIFICATION&ABATEMENT OF ANY TYPE. EVERETT EVERETT -- ------- - -- -- - -- - --- " 5.LABELING,PREP FOR&PRIMING OR PAINTING OF ANY TYPE. Everett Fire Dept.Permit Review �E I A� 6.RELOCATION OF PIPE FOR WORK OF OTHER TRADES. Status:Approved Reviewed By:KBrown 01/16/2024 9:03:02 AM OFFICE DESIGN CRITERIA. APPROVED PUBLIC WORKS DEPARTMENT w o NEW FLEX DROP 1.CRITERIA BASED ON NFPA#13(2016)AND CITY OF EVERETT CODES. BY:THerman * y 2.DESIGN CRITERIA: DATE:olna/zoza T (E)CRITERIA-WAREHOUSE: ESFR PROTECTION,10'X 10'MAX SPACING. CITY OF EVERETT REVIEWED FOR PERMIT < NEW CRITERIA-OFFICE:LIGHT HAZARD:225 SQ.FT.MAX SPACING 16'X 15'. _______ _ ___ _ 31 BL NEW PENDENT 3.NEW DESIGN CRITERIA IS LESS THAN EXISTING THUS NEW HYDRAULIC CALCULATIONS ARE NOT PROVIDED. REL CATING EXISTING DRAIN ° OPEN OFFICE OFFICE TO NEW LOCATIO + * CLG:H-9-0CLG:t9-0 FITTER NOTES: 7L9 MISTING DRAIN A P1 OFFICE1.HANGERS: 0.6 w CLG:±9-0 ALL PIPE HANGERS TO BE STANDOFF BRACKET.SEE HANGER DETAIL W ON THIS SHEET. I D 2.ALL THREADED PIPING TO BE SCHD 40 THREAD JOINED W/THREADED FITTINGS. T SECTION VIEW A 3.ALL SPRINKLER DROPS INTO ACOUSTICAL TILE CEILING TO BE INSTALLED CENTER OR QUARTER POINT OF CEILING TILE. EXISTING TOILET I 3 - SCALE:N.T.S. 4.ALL NEW PENDENT SPRINKLERS ADDED BY MECHANICAL TEE ON(E)BRANCH LINE. -- ---- - -A- - - 5.ALL NEW PENDENTS ARE INSTALL WITH AH2 FLEX DROP. 6.SMALL ROOM RULE PER NFPA#13(2016)§8.6.3.2.4.&8.6.3.2.4.1.IS USED ON THIS PROJECT. I EXISTING BREAK ROOM I BUILDING INFO: I Z •--------------------- I- I Q 1.PARCEL#:28040300401300 °"P"•° OF EXISTING TOILET I FIKE fFR YKLER aYlTeEEa°CY I I W 2.CONSTRUCTION TYPE:III-B I Theodore M.Oueen I" 4930-020SC Level33.000UPANCY TYPE:B I S-1 Archer Construction,Inc f I 4.TENANT IMPROVEMENT AREA: ARCHEI 218DR I1,350 OWNE-FLOOR: OWDE MIL .............................. _ ...24 I 5.OWNER:POWDERMILL PHASE 1 LLC r .I■aann -- as---+ 6840 FORT DENT WAY STE.350,TUKWILA,WA 98188 I FIRE SPRINKLER TI PIPING PLAN rn -5 0 5 10 20 SCALE:1/4"=V-0" AREA OF SCALE:1/4"=V-0" WORK Rog 9®9 SPRINKLER LEGEND: WALL LEGEND: EXIST BRANCHLINE- ° c AREA OFWOR MERRIIL CREEK PARKWAY =NEW SPRINKLER PIPE =NEW PARTITION WALL --------- =(E)SPRINKLER PIPE DROP LENGTH SLAwAVBUD a = (1'X PER PLAN) EXISTING WALL ARM EXISTING -� =HANGER ASC/ANVIL n Xo4 GNo) FIG.188R SGW BUILDING U =48°AH2 FLEX DROP STANDOFF HANGER AHI ERPI_Ad,I STAINLESS STEEL RE FLEXPLAIN IBLE aY B��D oEamowoox #14 x 1"TEK SCREW BRAIDED HOSE \ / =72"AH2 FLEX DROP OR 2:,MAX (1"NOMINAL DIAMETER) /."X 1%" LAG SCREW STEEL PIPE =SWAY BRACE =HYDRAULIC NODE cE"TEASSSEEMB� SHEET METAL SCREW 19 179 F WALL END BRACKET 75TH Sr.SW. MT =MECHANICAL TEE ASSEMBLY AB2 - A82��NDBRACKET ASSEMBLY A =ADDED SPRINKLER CEILING GRID SECURING SCREW BOEING ❑ R =RELOCATED SPRINKLER STANDOFF HANGER DROP CEILING TILE INSTALLTHRUGRIo Barn ST.S.W. AFF lit PER PLAN ESCUTCHEON SR 26 PLUG =PLUG SPRINKLER HANGER 1A1 SPRINKLER HEAD PENDENT 9 \ NITS TYPICAL FLEX DROP VICINITY MAP rn SITE PLAN rn DETAIL'A' SCALE:N.T.S. SCALE:N.T.S. REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS FIRE SPRINKLER DATE DESCRIPTION BY A -,.-:,iI.,�..�.r�;:nr�„ ESE. os: x.uE -;U-PE: AFF ABOVE FINISHED FLOOR STATIC XXP$I SYM MAKE SIN# TYPE FINISH K-FAC.THREADORIFICETEMP CITY ARCHER1.9 POWDERMILL BLDG C TIREV: e sIDEaEAMBRACKEr Irl Afoxa.swxLE cum Pxroo.Fra aea,xxresavxr BOB BOTTOM OF BEAM PIPING PLAN c EVE SOCKET Aa E orx o xu a or BOD BOTTOM OF DECK RESIDUAL XX PSI V RELIABLE RA1414 RECESSED PENDENT CHROME K=5.6 '/:' '/:' 155° 7PERMIT NOrvura PLATE wnsRER BOJ BOTTOM OF JOIST GPM FLOWING XXXX GPM 6307 36TH AVE. WE KWIK_BsIB o DATE&TIME xxlxx/xxxxEVERETT WA. 98203F HDI-P arorxu As,ExafEox,EExExn oursloE xoaE.EEow.xoE: BOP BOT TOM OF PURLIN ros No: 524-005 SAMMV SIDEWINDER x%%ar ' BOT BOTTOM OF TRUSS AUTHORITY:CITY OF EVERETF H SAMMV SUPERSCREW CTS CUT TO SUIT PER: J COACH SCREW ROD HYDRAULIC DESIGN INFORMATION FO FIELD ORDER LOCATION: �i Q N $TRV {r' 7 1 Q N F 1 N �i DESIGNER: RICHARD K CEILING FLANGE E.x EER EE x.r aE are IFOW INSIDE FACE OF WALL CONTRACTOR: NORTHWAY INC. L U-HOOK EEns°"' cox TM �: avK SCALE: NOTED M SHORT STRAP s".m Rxno.rr aPE,xx�aa: OFOW OUTSIDE FACE OF WALL FIRE SPRINKLER DIVISION N WALL BRACKET Axxxx Ex osxxx s xu�soE NAS NO AUTO.SPRINKLERS NOTES: EXISTING RECESSED SSP K-5.6 CONTACT: JASON V DATE: 07112/2024 uNO UNLESS NOTEDOTHERwISE 7855 S 206TH STREET,KENT,WA 98032 a T arxxxL.R�.a.Fr.. afrxa.ru.•N.xEf RICIDcouau°c EXISTING ESFR-25 K=25.2 PHONE: 253-753-8100 REVISED FP 1 OF 1 K ro%%%sysrEx RE v,arxExn. F FLEXIBLE COUPLING TOTAL SPRINKLERS THIS SHEET 7 PHONE 253-872-7222 FAX 253-872-7277 PLOTTED//