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3618 W MUKILTEO BLVD C 2023 HARBORS EDGE TOWNHOMES Plans 2025-07-01
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3618 W MUKILTEO BLVD C 2023 HARBORS EDGE TOWNHOMES Plans 2025-07-01
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Last modified
7/1/2025 2:02:08 PM
Creation date
6/13/2025 11:16:21 AM
Metadata
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Template:
Address Document
Street Name
W MUKILTEO BLVD
Street Number
3618
Unit
C
Tenant Name
HARBORS EDGE TOWNHOMES
Permit
B2304-035
Year
2023
Notes
NEW "HARBOR'S EDGE" TOWNHOMES, UNIT C
Address Document Type
Plans
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STEM WALL <br /> PER 1/S07 STUD-NAILSHEATHING F. � ^ <br /> - POST PER PLAN-NAIL SHEATHING TO TO EACH MEMBER w/HALF OF [^] <br /> -----.TO POST W/(2)ROWS HALF OF TOP REINF.PER a E-I <br /> SHEATHING NAILS <br /> EDGE NAILING PLAN <br /> (2)#4 <br /> HDU HOLD DOWN AND A.B.PER PLAN STRAP HO D DOWN PER PLAN U W <br /> APPLIED OVER SHEATHING a O �-I d� <br /> #4 VERT. VERT. z <br /> _- - - ANCHOR BIpLTS PER i/SOB a Q <br /> o ANCHOR BOLTS PER 1/SO6 U <br /> STEM WALL PER q Q z <br /> 2,_p„ - 2--O„ FOUNDATION PLAN a <br /> w < <br /> o z a :VERT. <br /> 4 <br /> M <br /> e <br /> w �. ��O05 - 2,�„Kwm ' aADREINF. BTL <br /> a <br /> -- FOOTING PER 1/S07 ---- 1Y2° - a <br /> 3-4- :. a 4 ENGINF.F.RI G PyS. <br /> - STEM WALL PER ---- T. <br /> 20 19 FOUNDATION PLAN 18 17 16 <br /> AIR SPACE PER ARCH'L <br /> _ <br /> CORNER BARS TO 3'-0"MIN. D <br /> STUD DEMISING WALLS MATCH HORIZ.REINF. <br /> PER PLAN (ALT.HOOKS AT a osscmv ON I o <br /> INTERMEDIATE WALLS) <br /> veunrtssr oaoAvmn <br /> un coMrnEwrs ovvrmxs <br /> SHEATHING PER 1/SO6 @ ` Rensions aerirozdss <br /> SHEAR WALLS , <br /> SHEATHING PER 11SO6 <br /> s/"9 ANCHOR BOLTS @ SHEAR WALLS 2x STUD WALL PER PLAN (1)#4 x 36"DIAGONAL ' <br /> SHEAR WALL @60"oc W/STANDARD <br /> 2x4 P.T.PLATES w/A.B.'s AND WASHERS MUDSILL PER I/S07 <br /> EDGE NAILING STUD WALL PER PLAN <br /> PLATE WASHERS PER 1/SO6 @ <br /> SHEAR WALLS 2x P.T.PLATE <br /> PANEL EDGE NAILING RIGID INSULATION AS REQ'D AT <br /> HEATED SPACE AT SLAB PER i <br /> ARCHL. '^ <br /> 1� 5 / <br /> NORMAL FOOTING v J <br /> CLEAR PER ARCHL SLAB-ON-GRAD SLAB-ON-GRADE ADDITIONAL VERT. CONCRETE WALLS ii 04,TOP b ry X X X BAR @ CORNER § REINFORCING J <br /> PER PLAN PER PLAN `o AND FOOTINGS <br /> i ADD'L BARS TO Q <br /> X �X^ X X X X X - - MATCH NORMAL <br /> #4 @ 16"oc,HORIZ. ' --r ;� i 't i REINFORCING <br /> #4 @ 16"oc,VERT. '4 -- -- Lu <br /> ORMAL FOOTING Q <br /> (ALT.HOOKS) -- ——_ REINFORCING <br /> (2)#4 CONT. --- REINF.PER i/S07 LINE OF EXCAVATION <br /> FOOTING 8 REINF. <br /> - STEM WA <br /> PER vso7 13 12 11 CORNER BARS STEP IN FOOTING <br /> WALL AND FOOTING <br /> EQ e" EQ 15 14 .PER,/6°' -- x <br /> AIRSPACE PER ARCHL <br /> I <br /> STUD DEMISING WALLS <br /> PER PLAN t <br /> SHEATHING PER 1/SO6 @ <br /> SHEAR WALLS 2x STUD WALL N <br /> PER PLAN C <br /> 2x STUD WALL SHEATHING PER 11SO6 SHEATHING PER 1/SO6 C 3 <br /> SHEAR WALL PER PLAN O p1 <br /> EDGE NAILING 2x4 P.T.PLATES w/A.B.'s AND <br /> PLATE WASHERS PER 1/SO6 @ MUDSILL PER 11S07 •� L O <br /> SLAB-ON-GRADE SHEAR WALLS C N z <br /> PER PLAN(ELEV. MUDSILL PER 1/S07 n5 m <br /> VARIES) PANEL EDGE NAILING SLAB-ON-GRADE PANEL EDGE NAILING y <br /> - PER PLAN O - E <br /> N O <br /> X X XI #4,TOP SLAB-ON-GRADE _ <br /> CLEAR PER ARCHL - <br /> PER PLAN X X x � > <br /> — Z "i — — -- <br /> w ) <br /> #4 <br /> @ <br /> 16"oc,HORIZ. III-- W <br /> #4 @ 16"oc,VERT.------- _� <br /> (ALT.HOOKS) _ - _ - <br /> 0 <br /> -- - STEM WALL AND FOOTING STEM WALL AND FOOTING <br /> ___ ..-.. PER 1IS07 PER 1/S07 L <br /> CU <br /> 10 EQ — `8' EQ 9 8 7 6 =1'-6" <br /> 2x6 P.T.PLATE W/ <br /> AIR SPACE PER ARCH'L MUDSILL ANCHORS <br /> PER 1/SOB <br /> 1"�Y715aGEY1OMFS <br /> PER PLAN STUD DEMISING WALLS ALT.MUDSILL ANCHOR <br /> Sage Homes Northw t <br /> 2x6 P <br /> SHEATHING PER VSO6 @ P.T.PLATE 9505 191h Ave SE <br /> SHEAR WALLS w/A.B.'s AND PLATE Suite 118 <br /> WASHERS PER,/S06 <br /> L <br /> 4'-0"MAX Everett,WA 98208 <br /> UNBALANCED �ww+sgahomesm— <br /> SHEAR WALL #4,TOPFILL <br /> EDGE NAILING 2x4 P.T.PLATES w/A.B.'s AND PLAN SIZE REINFORCING DETAILPLATE WASHERS PER 1/S06 @ CALLOUT REFERENCE <br /> SHEAR WALLS 94 @ 1Toc,HORIZ— <br /> SLAB-ON-GRADE SLAB-ON-GRADE <br /> i <br /> i <br /> PER PLAN(ELEV. PER PLAN �� #4,TOP 24 24"sq x W thick (2)#4 EA.WAY _ #4 @ 18"oc,VERT. JOB NO.: <br /> VARIES) BOTTOM (ALT.HOOKS) z 22447-02 <br /> X X X X X X X X X - O 30"sq x 8"thick (3)#4 EA.WAY <br /> _ _- BOTTOM _—- <q PLOT DATE <br /> 36"sq x 12"thick (4)#4 EA.WAY _ O#4,BOTTOM -— <br /> r <br /> _ BOTTOM 2 - 09/02@022 <br /> 94 @ 16"oc,HORIZ. ,TOP 42 42"sq x 12"thick (5)#4 EA.WAY _ m DATE: 09/02/2022 <br /> '- -- BOTTOM <br /> #4 @ 16"oc,VERT. - <br /> - SCALE: a'=1'-0" <br /> (ALT.HOOKS) FOOTING AND _-_ - 5n DRAWN: BDS <br /> TYP. <br /> REINF.PER 1/S07 - - 8 5" <br /> . CHCKD: RMH <br /> __ _ <br /> 8" SHEET NO.: <br /> 5 EQ = II eL- EQ 4 2 S07 <br />
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