7800 EVERGREEN WAY 2023 Plans 2025-08-07

SCOPE OF WORK: GENERAL NOTES: DESIGN CRITERIA: A •MODIFY EXISTING OVERHEAD FIRE SPRINKLER SYSTEM TO ACCOMODATE NEW TENANT WALLS&CEILINGS •ALL MATERIAL AND EQUIPMENT TO BE NEW AND ILL ANDIOR FM APPROVED. •DESIGN AND TESTING BASED ON NFPA 13(2016)AND EVERETT CODES. I IN EXISTING PORTION OF BUILDING.EXTEND EXISTING WET PIPE AND DRY PIPE SYSTEMS TO PROTECT •JOINING OF PIPE AND FITTINGS,THREADED AND WELDED,SHALL BE IN •SHOWROOM-ORDINARY HAZARD(GROUP 1)-1511500'SQ.FT.-130 SQ.FT.MAXIMUM HEAD SPACING NEW BUILDING ADDITION. ACCORDANCE WITH NFPA 013. ACCORDANCE WITH NFPA#13 -A f.•] �"'�—"--� _�� .•,.� _ 7 CLARIFICATIONS: PIPING BED IN ACCORDANCE NFPA HAZARD .1511500 SQ.FT 15 X15 MAX.HEAD SPACING -, - HANGERMETHODHANGING OFFICE,BATHROOMS,ENTRY VESTIBULE,ETC-LIGHT HAZA - - G / WITH SMALL ROOM RULE ALLOWED WHERE APPLICABLE / ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F(BY OTHERS) •ABOVE CEILING AREAS WITH 12"TJIS SPACED 2FT O.C.-LIGHT HAZARD-OBSTRUCTED CONSTRUCTION- � II / • IN ORDER TO PREVENT THE PIPE FROM FREEZING. 130 S I.FT.MAX HEAD SPACING,WITH 15 FT MAXIMUM BETWEEN HEADS. �_ -•- / •ABOVE CEILING AREAS WITH 2x WOOD TRUSSES SPACED 2FT O.C.&ROOF SLOPE 4:12OR GREATER- sr. EXCLUSIONS: UGHTHAZARD-120 SQ.FT.MAX HEAD SPACING,WITH 15 FT MAX.BETWEEN HEADS PARALLEL TO SLOPE. / &10 FT MAX.BETWEEN HEADS PERPENDICULAR TO SLOPE.ALSO MUST FOLLOW FIG.8.6.4.1.4. / •ANY AND ALL UNDERGROUND PIPING EXCAVATION AND BURY. � I � EXISTING HVORAM / •ABOVE CEILING AREAS WITH DOUBLED WOOD TRUSSES W12x4 TOP CHORD,SPACED G 4FT O.C. � J •PAINTING PROOFIANOFEXERIOR PEN TRATIO SPRINKLER PIPING. L 11 L L 0B/ WEATHER PROOFING OF EXTERIOR PENETRATIONS. LIGHT HAZARD-UNOBSTRUCTED-15'X 15'MAX HEAD SPACING. •DOMESTIC MATERIALS. p / •TESTING FOR AN REMOVAL OF HAZARDOUS MATERIALS. Q} / •CUTTING,PATCHING AND PAINTING OF STRUCTURE,FIRE PROOFING. / •CLEANING ANDIOR FINAL CLEANING OF TENANT SPACE DURING INSTALLATION PROCESS. BUILDING INFO: _ / •PROTECTION BELOW FRONT EXTERIOR OVERHANG. (P/� // •WORK IN SHOP AREA OF MAIN BUILDING AND STANDALONE SHOP BUILDING. •PARCEL#=28050700300700 NEW / •SPECIALTY SYSTEMS(PROTECTION OF KITCHEN HOODS,EXHAUST DUCTS). OWNER:LMJ ENTERPRISES LP,11845 NE 85TH ST,KIRKLAND,WA 98033 y �r NEW CpR /Ey REMOTE FDC.FIRE PUMP. ° DLI VERY •OCCUPANCY=BUSINESS E)RETAIL AREA / •FLOW TEST FEES. CHANGING TO PARTS / •CONSTRUCTION STRUCTURAL III-B >1 •PE,FPE,FACTORY NUTUAL,ORINSURANCE STAMP OR APPROVAL. > E)2 STORYCE AREA / / •ANY AND ALL ELECTRICAL WORK. •Sa PERSTRUCTURAL PLANS:1.343 NO NEW WORK IN / •BONDS,INSIST. THIS AREA � / / T.O.NEW Paragraph 8.6.4.1.4.2 4 3 2 1 in.toRow of Sprinklers required within 12 in. REMODELED SHOWROOM 12 in. hDnz°rnalry and between I in.and 12 in. EXISTINGWET WET&DRYS YSTEM RISERS, PARAPET sown from the bo0om of the top Chord member WALL POST WALL INDICATOR NEW PI kHOWROCM /EW 22-0• ill &WALL FOG Additional sprinklers EP-0 I &HEADS IN THIS � ( AREA TOTALBUILDING / T.O.SERVICE 1 in. along slope as required NO NEW WORK IN ) FOOTPRII�f / — — — 1 b. z4,5D1sp.Fr. sl_oPEo.s:12 — _ _ _ _ _ DRIVE PARAPET }� b12in. b12in. Paragraph8.6A.1.4.3 THIS AREA i / >e / — - — — 20'-7" 5#I1.5 m) .") NEW SERVICE DRIVE / / — I / EXISTIN ED � I I Cei3rg b space I»IDw RO Al Rmf or rlCo inspa combustible (E)DCVA IN VAULT / NO SPRINKLERS e IF COVERING BELOW *The tsnrem mumam - urea from the 1 TT T t` •'f- I I OVERHANG. III intersectionoftheuppe d truss chords 8 y_ _ B STORAGE OF or me wood rafters and ceiling joists. • B __ _ 6 �)a / COMBUSTIBLES I T.O.SLAB NEW NOT ALLOWED 1 BENEATH. H WROOIV) }I FIGURE 8.6.4.1.4 / - SEE STRUCTURAL DRAWINGS FOR / SLAB CONNECTION i REFERENCE FIRE SITE PLAN -40 0 40 80 160 SCALE:1"=W-0" BUILDING SECTION 'B' -10 0 10 20 40 SCALE:1"=40'-0 SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" 0 Y,n .sc�,wo e�m no,<or caMa,.Q c „� -. NEW ROOF ASSEMBLY •60 MIL.TPO ROOF MEMBRANE(WHITE) SHOW ROOM ROOF ASSEMBLY NEW SERVICE DRIVE WALL ASSEMBLY • °•.� •DECKING(PER STRUCTURAL) •60 MIL.TPO ROOF MEMBRANE(WHITE) •EXTERIOR WALL FINISH PER C - •JOISTS(PER STRUCTURAL) •5/8"RECOVERY BOARD ELEVATIONS Ewm N" SITE 4Y4,, _ •5181 GWB SHEATHING RIGID INSULATION(R-38)-MECHANICALLY FASTENED •FURRING CHANNELS AS REQUIRED FOR jS q •STUCCO FINISH TO MATCH ADJACENT WALLS •ROOF DECK(PER STRUCTURAL METAL PANELS(WHERE APPLICABLE) .-.-.I.3 tircv P/ •ROOF STRUCTURE(PER STRUCTURAL) •CONTINUOUS RIGID -SERVIC DRIVE ROOF ASSEMBLY it m+"c Mx .. K T_" G F E D C B m"" y T cw rc = INSULATION •60 MIL.TPO ROOF MEMBRANE(WHITE) .VVRB •5/8"RECOVERY BOARD •SHEATHING PER STRUCT. •RIGID INSULATION(R-38)-MECHANICALLY FASTENED •BATT INSULATION(R-21)T •ROOF DECK(PER STRUCTURAL _ c. ! a., 9 o Q •VAPOR BARRIER •ROOF STRUCTURE(PER STRUCTURAL) s . Q W `u°`"e^�"°°'e [ fit`• •5/8"TYPE•X•GWB 9 •FINISH PER PLAN T T.Q.NEW 3 SHOWROOM P. se„d0 Qn'eseri<,;,,u,,,rn ,..-... V As o1 A5.o1 As n As o1 PARA�EO _ 9 8P Qo V I —9 p- — - - - - - - - — _ - - - - - - - - - - - RIVE PARAO 7 Y w cmy D p ar _ I G ■ ,- -- ----a- -� ■. 111 - -T ■ _ at, 0 Q C V T.O.NEW CAR DELIVERY aox,"Ds.p +;y 9 I 16'-0" 0 w - x 0y wr T.O.SLAB NEW SHOWROoo VICINITY MAP 0" SCALE:NTS m SHOWROOM SLAB ON GRADE ASSEMBLY •FINISH PER PLAN ___________ _ ___ •REINFORCED CONCR TE SLAB(PER STRUCTURAL) w"exlxorox a •15 MIL VAPOR BARRIER ce"I"C",o.COMPETENCY •COMPACTED CRUSH GRAVEL(PER GEOTECHNIC REPORT) Theodore W QDeen"IxxLe"en xa r 4930-0205-C Level N BUILDING SECTION 'A' 10 0 10 zo ao Archer Construction,Inc. r ARCHEI'219DR ; SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" ••-•-••---••---- WATER SUPPLY HYDRAULIC DESIGN INFORMATION HANGER ATTACHMENT ABBREVIATIONS SYMBOLS SPRINKLER SYMBOLS , STATIC 87PSI AREA HAZARD CLASSIFICATION TYPE DENSITY AREA SIZE COVERAGE PER SPRINKLER HOSE SYSTEM DEMAND A BEAM CLAMP CL CEWERIJNEOFPIPE *FF(CL)ABOVE FINISHED FLOOR SYM MAKE MODEL SING TYPE FINISH K•FAC.THREAD TEMP CANOPY CITY PROJECT: Lee Johnson Hyundai of Everett FIRE SPRINKLER PIPING PLAN RESIDUAL 28PSI B SIDE BEAM BRACKET CTS DILL TOSUIT *BB(CL)BOTTOM OFBEAM VICTAUIC V27 V2708 OR RECESSED SSP CHROME 5.6 Ur 15V CHRIREC T1 7802 Evergreen Way GPM FLOWING 21880M C EYE SOCKET FO FIELD ORDER *TB(CL EA)TOP OF BM O ACTAUIC V27 V2704 OR SSU BRASS 5.6 Ur 211V WA 16 PERMIT ND: - DATE&TYE 1N9123 D NUT&PLATE WASHER WOW INSIDE FACE OF WALL *TS(CL)TOP OF STEEL/BOTTOM OF DECK G VICTAUIC V27 W704 OR SSU BRASS 5.6 Ur 20V WA 52 Everett, WA 98203 JOB - PER:M IIK-BOLT KE&ENDIK E KV OFOW OUTSIDE FACE OF WILL RIGID COUPLING IS ACTAIAIC V27 V2708 OR SSP BRASS 5.6 111 200• WA PO ARCHER. LOCATION:- F HIDI-P HAS NO AUTO SPRINKLERS FLEXIBLE COUPLING ® GLOBE GL GL5635 OR DRY SLEEVE&SKIRT SSP CHROME 5.6 Ur 155' CHRISLV x WSCL#:ARCHEI*219DR DESIGNER: Tid M... CONTRACT W/: Foushee 7800 EVERGREEN WAY G SAMMY SIDEWINDER UNO UNLESS NOTED OTHERWISE / TYCO DS•3 TY5339 SR DRY ECOH DRY HIM CHROME 5.6 Ur 15V DEEPICHR 7 - H SAMMY SUPERSCREW CGJ CUT ON JOB FIRE SPRINKLER DIVISION SITE CONTACT: Chris Denchfield SCALE: ASNob4 NOTEs:- J COACH SCREW ROD 7855 S 206TH STREET, KENTI WA 98032 DATE: IR23 K CEILING FLANGE PHONE 253-872-7222 FAX 253-872-7277 PHONE: 425-466-9681 REVISED t7 FP 1 OF 3 T TRAPEZE TOTAL PROJECT SPRINKLlRS a 1N PLOTTED�N