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3702 W MUKILTEO BLVD C HARBORS EDGE TOWNHOMES 2025-08-13
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3702 W MUKILTEO BLVD C HARBORS EDGE TOWNHOMES 2025-08-13
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Last modified
8/13/2025 2:39:06 PM
Creation date
6/2/2025 7:48:30 AM
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Address Document
Street Name
W MUKILTEO BLVD
Street Number
3702
Unit
C
Tenant Name
HARBORS EDGE TOWNHOMES
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4'-0" DISTANCE <br />15 FROM THE FACE <br />OF THE INSIDE LAYER <br />OF THE GWB <br />4'-0' <br />4'-0' <br />FIRE RETARDENT <br />FIRE RETARDENT <br />PLYWOOD <br />PLYWOOD OR <br />gORpG <br />ON BOTHESIOES OFLUS <br />ON BOTHEBLDOGSKOFLUS <br />PARTY WALLS <br />PARTY HALLS <br />NO ROOF PENETRATION <br />NO ROOF PENETRATION <br />ASPHALT COMP. SHINGLES <br />OR VENTS ALLOWED <br />OR VENTS ALLOWED <br />(MIASS "G" R NIMUM CLATING) <br />ON I5>< FELT PER R311.2.2 <br />GONTINUE TYPE X 6N5 8 LP <br />EXCEPTION <br />FLAMEBLOGK PLUS THROUGH <br />ATTIC ON BOTH SIDES OF WALL <br />OVER -FRAMING <br />TO UNDERSIDE OF ROOF <br />PER PLAN <br />SHEATIN6 <br />PRE. MFD. TRUSSES <br />® 24" O.G. <br />PRE. MFD. TRUSSES <br />0 24" O.G. <br />GABLE END TRUSS <br />W/ VERT a 24" O.G. <br />UPPER PLOoR P.L. <br />® ALL THESE LOCATIONS <br />DBL PLATE - TOP OF WALL <br />I" AIR SPACE <br />BETWEEN WALLS <br />SIDED LP FLAMEBLOGK PLUS APPLIED DIRECTLY TO STUDS <br />NAILED AT 6" O.G. (6" O.G. ON THE EDGE; 12" O.G. IN THE FIELD) <br />PER SHEAR WALL SCHEDULE. JOINTS FIRE CAULKED <br />ONE LAYER 5/5"TYPE X' GYPSUM WALLBOARD OR <br />GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT <br />ANGLES TO EACH SIDE OF DOUBLE RON OF 2X6 WOOD STUDS <br />® 16" O.G. ON SEPARATE PLATES APART WITH 6D COATED NAILS, <br />1 l/S" LONG, 0.0915" SHANK, 1/4" HEADS, l" O.G. <br />2X6 WALL ® I6" O.G. <br />FIN. PLR. UPPER <br />MAIN FLOOR P.L. <br />VERTIGAL <br />FIRE STOPPING <br />TJI JOISTS <br />REQUIRED AT <br />W/ PLYWOOD SHEATHING <br />NALL TO <br />FLOOR CONNECTION <br />R21 BATT INSULATION <br />AT 2X6 PARTY WALL <br />MID -WALL HEIGHT 2X6 BLOGKIN6 <br />REQUIRED BETWEEN STUDS <br />NO PLUMBING WITHIN THE WALL <br />CONTINUE THE <br />(ADD 2X4 OR 2X6 FURRING WALL <br />LAYER OF 6WB 8 LP <br />WHEN NEEDED) <br />FLAMEBLOGK PLUS THROUGH <br />THE FLOOR DIAPHRAGM. <br />ATTAGH GINS TO SOLID <br />BLOGKIN6- GWB TO <br />STOP OF UNDERSIDE OF <br />TJI <br />JI FLOOR JOISTS <br />PLYWOOD SHEATHING AT FLOOR <br />SHEATHING <br />FIN. PLR. MAIN <br />RIM <br />JOIST AT THE PARTY <br />LONER PLOOR P.L. <br />WALL MUST BE DOUBLED <br />Rg�06KNOOL I" AIR SPACE <br />ppAT <br />ETAELELNIXLBLOG K UNDER THE <br />ROGKW0 L <br />ALL PENETRATIONS IN <br />THE ONE HOUR PARTY <br />HALL MUST BE CAULKED <br />WITH FIRE CAULK <br />ONLY PENETRATION ALLOWED <br />ARE ELECTRICAL BOXES WHIGH <br />MUST BE ONE HOUR PROTECTED <br />I" AIR SPACE <br />AND SEALED <br />BETWEEN WALLS <br />PENETRATIONS IN THE <br />ONE HOUR WALL ASSEMBLY <br />SHALL COMPLY WITH IBG <br />2X6 WALL ® I6" O.G. <br />SECTION 113 <br />CONCRETE SLAB <br />PIN. PLR. LONER <br />TYPICAL ONE HOUR <br />PART`I' HALLS/BUILDING SECTION <br />D 5EE GENERAL NOM5 <br />NO 51-ALE <br />UL FILE NO. U550 <br />STO RATING OF 61 <br />O <br />I�-1 <br />cG <br />,2S <br />v <br />z <br />w� <br />6 <br />7 <br />H <br />Vl <br />to <br />Q <br />tu <br />.t__ <br />v <br />V <br />m <br />0 <br />Q <br />data: <br />6-I6-20 <br />permit: <br />r®visions: <br />6-12-25 <br />drawn byy <br />LMD <br />ch®ck_ocr <br />MWJ <br />SHEE =T <br />o F= <br />
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