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Permit#: K2304-005 SCOPE OF WORK: GENERAL NOTES: DESIGN CRITERIA:
<br /> Site Address: 7800 Evergreen Way
<br /> Applicant: Archer Construction Inc -- •MODIFY EXISTING OVERHEAD FIRE SPRINKLER SYSTEM TO ACCOMODATE NEW TENANT WALLS&CEILINGS •ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL ANDIOR FM APPROVED. •DESIGN AND TESTING BASED ON NFPA 13(2016)AND EVERETT CODES.
<br /> Application Date: 04/06/2023 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
<br /> Description: Modify Existing Fire Sprinkler Systems �� �' NEW BUILDING ADDITION. ACCORDANCE WITH NFPA 013. WITH 15'MAXIMUM BETWEEN HEADS.
<br /> ...................
<br /> • •- •-.�--..�..1 ACCORDANCE WITH NFPA#13 HAZARD 1511500 SQ FT 15 X 15 MAX HEAD SPACIN
<br /> • ,,,, ,,,,,,, ,,, �F.Awc�.�ea r t��, PIPE HANGER AND METHOD OF HANGING TO BE IN � OFFICE,BATHROOMS,ENTRY VESTIBULE,ETC.-LIGHT HAZA G
<br /> Review Status: 1stReviewbyCityBPeerReviewers ""_"`�� '••, "'.�— CLARIFICATIONS: PIPING SHALL BE IN ACCORDANCE WITH NFPA#13.AC WITH SMALL ROOM RULE ALLOWED WHEREAPPLICABLE.
<br /> Review Date: 04/10/2023 ►' / •ABOVE CEILING AREAS WITH 12"TAS SPACED 2FT O.C.-LIGHT HAZARD-OBSTRUCTED CONSTRUCTION-
<br /> .... a II �-i1 / ALL AREAS PROTECTED BYAWET SYSTEM MUST BE MAINTAINEDATAMINIMUM OF 40°F(BY OTHERS)
<br /> 4 n, -� `�� IN ORDER TO PREVENT THE PIPE FROM FREEZING. 130 SQ.FT.MAX HEAD SPACING,WITH 15 FT MAXIMUM BETWEEN HEADS.
<br /> .: _` � •ABOVE CEILING AREAS WITH 2x WOOD TRUSSES SPACED 2FT 0.C.8 ROOF SLOPE 4:120RGREATER-
<br /> EVERETT ;rf. t -=r'� / EXCLUSIONS: LIGHT HAZARD-120 SQ.FT.MAX HEAD SPACING,WITH 15 FT MAX.BETWEEN HEADS PARALLEL TO SLOPE.
<br /> / &10 FT MAX.BETWEEN HEADS PERPENDICULAR TO SLOPE.ALSO MUST FOLLOW FIG.8.6.4.1.4.
<br /> Everett Fire Dept.Permit Review / •ANY AND ALL UNDERGROUND PIPING EXCAVATION AND BURY.
<br /> •ABOVE CEILING AREAS WITH DOUBLED-15' WOOD TRUSSES W12x4 TOP CHORD,SPACED G 4FT O.C.
<br /> Status:Approved I EXISTING HYDRANT / •PAINTING AND CLEANINGIPREPARATION OF FIRE SPRINKLER PIPING.
<br /> LIGHT HAZARD-UNOBSTRUCTED-15'X 15'MAX HEAD SPACING.
<br /> •WEATHER PROOFING OF EXTERIOR PENETRATIONS.
<br /> Reviewed By:KBrown - - --I__—L_1_J_ _1_1-J_-�_1--1_-J-V 1 •DOMESTIC MATERIALS.
<br /> 04/10/2023 10:42:45 4\
<br /> AM p / •TESTING FOR AN REMOVAL OF HAZARDOUS MATERIALS.
<br /> Q} / •CUTTING,PATCHING AND PAINTING OF STRUCTURE,FIRE PROOFING.
<br /> / - / •CLEANING ANDIOR FINAL CLEANING OF TENANT SPACE DURING INSTALLATION PROCESS. BUILDING INFO:
<br /> _ / •PROTECTION BELOW FRONT EXTERIOR OVERHANG.
<br /> Or •WORK IN SHOP AREA OF MAIN BUILDING AND STANDALONE SHOP BUILDING. •PARCEL#=28050700300700
<br /> Q NEW / •SPECIALTY SYSTEMS(PROTECTION OF KITCHEN HOODS,EXHAUST DUCTS). •OWNER:LMJ ENTERPRISES LP,11845 NE 85TH ST,KIRKLAND,WA 98033
<br /> NEW CppR •REMOTE FDC,FIRE PUMP.
<br /> (EI RETAIL AREA DEy ERV / OCCUPANCY=BUSINESS
<br /> CHANGING TO PARTS / •FLOW TEST FEES.
<br /> / •PIE FPE,FACTORY MUTUAL,OR INSURANCE STAMP OR APPROVAL. •COPER ST UCTURPE:III-B
<br /> > E)2 STORYCE AREA / / •ANY AND ALL ELECTRICAL WORK. •Ss PER STRUCTURAL PLANS:1.343
<br /> NO NEW WORK IN / •BONDS,INSIST.
<br /> THIS AREA / /
<br /> /
<br /> / T.O.NEW Paragraph 8.6.4.1.4.2
<br /> 1 in.to Row of Sprinklers required within 12 in.
<br /> REMODELED 5 4 3 2 1 SHOWROOM 12 in. h°n r lry and between I in.and 12 E,
<br /> EXISTINGWET&DRYS RISERS,
<br /> / / PARAPET sown bom he bottom m the top cnom member
<br /> WALL WALL
<br /> INDICATOR NEW PIN SHOWROOM /EW 22 Additional sprinklers sPacer�&WALL POST
<br /> I &HEADS IN THIS
<br /> ( TOTALBUILDING /
<br /> T.O.SERVICE 1 in.
<br /> along slope as required
<br /> NO NEW WORK IN ) F4,501 S I�f� / — — — 1 in.
<br /> z4,5D1s,G.FT. sI_oPE o.s:12 — _ _ _ _ _ DRIVE PARAPET }� b12in. b12In. Paragraph 5111(i.4.3
<br /> 7 - _ _ 2P'-7�" 5#4.1..3
<br /> .") NEW SERVICE / / "�/' _ _�./ minimu�
<br /> DRIVE / / —
<br /> I /
<br /> / EXISTIN ED
<br /> � I Ied space
<br /> ceirng m space I»IDw
<br /> / // RO Al Roi orrlcein combustible
<br /> (E)DCVA IN VAULT / NO SPRINKLERS
<br /> _ _ _ COVERING
<br /> T- T — - — _ BELOW *The 5 h min mum din - ored from me
<br /> 1 T T T t` •'f- I I OVERHANG. III iMersedion of the uppe d 1,uss moms
<br /> 8 1 --�B STORAGE OF or the wood ravers and ceiling joists.
<br /> T. .... -"
<br /> • B 6 COMBUSTIBLES I
<br /> Or
<br /> NOT ALLOWED SLAB NEW
<br /> 1 BENEATH. T.O.
<br /> H W RCOIV) }� FIGURE 8.6.4.1.4
<br /> - / - SEE STRUCTURAL
<br /> DRAWINGS FOR
<br /> / SLAB CONNECTION
<br /> i
<br /> REFERENCE FIRE SITE PLAN -40 0 40 80 160
<br /> SCALE:1"=W-0- BUILDING SECTION 'B' -10 0 10 20 40
<br /> SCALE:1"=40'-0"
<br /> SCALE:1/8"=1'-0"
<br /> SCALE:1/8"=1'-0"
<br /> 0 Y,n .1
<br /> NEW ROOF ASSEMBLY
<br /> •60 MIL.TPO ROOF MEMBRANE(WHITE) SHOWROOM ROOF ASSEMBLY NEW SERNCE DRIVE WALL ASSEMBLY • °•.�
<br /> •DECKING(PER STRUCTURAL) •60 MIL.TPO ROOF MEMBRANE(WHITE) •EXTERIOR WALL FINISH PER C -
<br /> •JOISTS(PER STRUCTURAL) •5/8"RECOVERY BOARD ELEVATIONS rwm N" SITE 4Y4,, e + ` _
<br /> •5181 GWB SHEATHING RIGID INSULATION(R-38)-MECHANICALLY FASTENED •FURRING CHANNEL$A$REQUIRED FOR jS q
<br /> •STUCCO FINISH TO MATCH ADJACENT WALLS •ROOF DECK(PER STRUCTURAL METAL PANELS(WHERE APPLICABLE)
<br /> •ROOF STRUCTURE(PER STRUCTURAL) •CONTINUOUS RIGID -SERVIC DRIVE ROOF ASSEMBLY
<br /> K T_"
<br /> G F E D C B "--r'
<br /> INSULATION •60 MIL.TPO ROOF MEMBRANE(WHITE)
<br /> .VVRB •5/8"RECOVERY BOARD
<br /> •SHEATHING PER STRUCT. •RIGID INSULATION(R-38)-MECHANICALLY FASTENED
<br /> •BATT INSULATION(R-21)� •ROOF DECK(PER STRUCTURAL _ c. ! a., Q o Q
<br /> •VAPOR BARRIER •ROOF STRUCTURE(PER STRUCTURAL)
<br /> •5/8"TYPE'X'GWB 9
<br /> •FINISH PER PLAN A T.Q.NEW
<br /> 3 SHOWROOM P. se„d0 Qn'Keri<,;,,u..rn r..-... V
<br /> Aso1 A5.o1 As11 Aso1 PAR22EO _ 9 8 PQo V
<br /> I —9 p-
<br /> T.O.SERVICE
<br /> DRIVE PARAO 7 Y w om �y p aB
<br /> G
<br /> at,
<br /> 0 Q C V
<br /> T.O.NEW CAR
<br /> - T4 — — — DELIVERY a-m_9
<br /> I 16-0" 0
<br /> it w
<br /> I I I wr
<br /> T.O.SLAB NEW
<br /> SHOWROOMVICINITY MAP
<br /> 0•
<br /> SCALE:NTS
<br /> m
<br /> SHOWROOM SLAB ON GRADE ASSEMBLY
<br /> •FINISH PER PLAN ___________ _ ___
<br /> •REINFORCED CONCR TE SLAB(PER STRUCTURA) w"exlxorox a
<br /> •15 MIL VAPOR BARRI ce"I"C",or COMPETENCY
<br /> •COMPACTED CRUSH RAVEL(PER GEOTECHNIC REPORT) Theodore M.Queen"IxxLe"en ea
<br /> r 4930-0205-C Level N
<br /> BUILDING SECTION 'A' 10 0 10 zo ao Archer Construction,Inc.
<br /> r Amber 219DR ;
<br /> J_a e2
<br /> SCALE:1/8"=1'-0" SCALE:1/8"=V-0" ••-•-••---••----
<br /> WATER SUPPLY HYDRAULIC DESIGN INFORMATION HANGER ATTACHMENT ABBREVIATIONS SYMBOLS SPRINKLER SYMBOLS ,
<br /> 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 AMINO TYPE FINISH K PROJECT: Lee Johnson Hyundai of Everett FIRE SPRINKLER
<br /> •FAC.THREAD TEMP CANOPY QTY PIPING PLAN
<br /> 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
<br /> GPM FLOWING 21880M C EYE SOCKET FO FIELD ORDER *TB(CL EA)TOP OF BM Q ACTAUIC V27 V2704 OR SSU BRASS 5.6 Ur 211V WA 16 PERMIT ND: -
<br /> DATE&TYE 1M9123 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 -
<br /> PER:MKEMENDIK E KWIK-BOLT OFOW OUTSIDE FACE OF WALL RIGID COUPLING IS MCTAIAIC V27 V2708 OR SSP BRASS 5.6 Ur 200• WA YO ARCHER.
<br /> LOCATION:- F HIDI-P HAS NO AUTO SPRINGERS FLEXIBLE COUPLING ® GLOBE GL GL5635 OR DRY SLEEVE&SKIRT SSP CHROME 5.6 Ur 155° CHRISLV x WSCL#:ARCHEI*219DR DESIGNER: TEA M...
<br /> CONTRACT W/: Foushee
<br /> 7800 EVERGREEN WAY G SAMMY SIDEWINDER UNO UNLESS NOTED OTHERWISE / TYCO DS•3 TY5339 SR DRY ECOH DRY HIMCHROME 5.6 Ur 15V DEEPICHR 7
<br /> - H SAMMY SUPERSCREW CGJ CUT ON JOB FIRE SPRINKLER DIVISION SITE CONTACT: Chris Denchfield SCALE: Aa Nobtl
<br /> NOTEs:- J COACH SCREW ROD 7855 S 206TH STREET, KENTI WA 98032 DATE: IR23
<br /> K COACH
<br /> PHONE 253-872-7222 FAX 253-872-7277 PHONE: 425-466-9681 REVISED t7 FP 1 OF 3
<br /> T TRAPEZE TOTAL PROJECT AMPRINKLlRAM a 1. PLOTTED N
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