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8102 EVERGREEN WAY EVERETT 4 CORNERS - BLDG B 2025-08-22
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8102 EVERGREEN WAY EVERETT 4 CORNERS - BLDG B 2025-08-22
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Last modified
8/22/2025 11:16:45 AM
Creation date
7/29/2025 6:29:44 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
8102
Tenant Name
EVERETT 4 CORNERS - BLDG B
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1 <br />9706 4th Avenue NE <br />Suite 300 <br />2x6 LEDGER Seattle, WA 98115 <br />TRUSSES <br />PER PLAN AT 16)10.C. P:206.523.0024 <br />ROOF PANEL EDGE F:206.523.1012 <br />2x6 BLKG NAILING PER PLAN A35 EA SIDE www.dogengr.com <br />ROOF PANEL EDGE <br />NAILING PER PLAN CORRIDOR TRUSS <br />TOP CHORD ROOF EN PER PLAN <br />3 2x4 FLAT OUTRIGGER JOIST PER PLAN <br />11. AT 48" O.C. TRUSS PER PLAN „ <br />I%2" PLYWOOD GUSSET PLATE <br />W/ (7)16d EA JOIST <br />W c� SC <br />of wasy��c� <br />21-0° MAX <br />TOP PLATE BLKG'I ? <br />W/ CONT. BOTTO',M'I PLATE _ <br />p 37334 t� <br />TRUSS TIGHT <br />HIGH BEAM RAL <br />ROOF EN SS/ <br />TO SHTG PER PLAN PER PLAN <br />STAMP <br />H2.5A AT <br />EACH JOIST <br />SHEATHING TO MATCH 2x4 AT 16" O.C. WALL HIGH BEAM <br />SHEARWALL BELOW PER PLAN <br />W/ 10d AT 6" O.C. T/B <br />EVERY BAY 2x4 AT 16" O.C. WALL <br />LOW BEAM--\ <br />- PER PLAN <br />POST PER PLAN <br />(2)16d EA STUD 2x4 FLAT BLKG CORRIDOR LOW BEAM FURRING PER ARCH <br />TOP/BOT CHORD W/ 16d AT 4" O.C. BALANCE PER PLAN BEAM PER PLAN <br />H2.5A AT PER 6/S11.1 ECCLQ POST ECCLQ POST <br />EACH TRUSS TYPICAL CAP PER PLAN CAP PER PLAN <br />POST PER PLAN <br />1 ROOF SECTION 2 ROOF SECTION 3 ROOF SECTION <br />11. SCALE 3/4" = 1'-0" 11 SCALE 3/4" = 1'-0" 11 SCALE 3/4" = 1'-0" <br />m <br />U <br />W <br />O <br />a <br />2x8 RIDGE MEMBER '� o <br />ROOF SLOPE PER ARCH W/ A35 EA TOP CHORD m z <br />O <br />1" <br />ROOF PANEL EDGE' GAP ROOF PANEL EDGE <br />NAILING PER PLAN 2x10 BLKG NAILING PER PLAN <br />W <br />2x10 BLKG 2x6 TOP CHORD <br />CD EXTEND TO RIDGE 42 Z <br />E = W <br />E� <br />r¢ <br />m <br />F- <br />�x <br />a)r <br />EZ <br />Cg - <br />Q cr)CL <br />oz <br />`L 9 <br />Cl04 m <br />y �co <br />o Z <br />om <br />SHEATHING TO MATCH SHEATHING TO MATCH LLo <br />(D o <br />V/ W � N � p <br />SHEARWALL BELOW SHEARWALL BELOW <br />W 10d AT 6" O.C. W 10d AT 6" O.C. OVERFRAMING L m w' z � o W Q <br />/ / PER 19/S11 0 L) � ..; 0 W <br />ROOF PANEL EDGE V <br />cn JJ�nrn �12 <br />� <br />NAILING PER PLAN >L o Q 00 <br />Z <br />LU <br />Q WUZ <br />W Z O � ww <br />W <br />fA O LL m F_ a <br />0 2x4 BLKG <br />Z Fr <br />HGR EA END SHEAR TRUSS <br />2x8 LEDGER PER SCHEDULE PER PLAN <br />LL W/ (3)16d 2x8 LEDGER <br />0 INTO EA TRUSS W/ (3)16d <br />O AT 16" O.C. INTO TRUSS <br />tY <br />N <br />r <br />A35 AT <br />H2.5 AT 24" O.0 <br />m EACH TRUSS o <br />C7 2x8 CEILING/ <br />m TYP. PLATE HT.� CATWALK JOISTS PROJECT #: 1827 <br />AT 16 O.0 <br />DRAWN BY: TF/BV/JH <br />w TYPICAL PARA CONDITION <br />CHECKED BY: MS/EM <br />z W/ OVERFRAMING <br />0Y <br />0 ROOF FRAMING <br />IY DETAILS <br />Z) <br />O <br />u_ <br />4 ROOF SECTIONS1102 <br />Z 11 SCALE 3/4" = 1'-0" <br />W <br />J_ <br />U_ <br />Z <br />o <br />-• <br />€ <br />IL � <br />W <br />� <br />rn <br />� E <br />v <br />vW��� <br />Zom� <br />a <br />o <br />� <br />o <br />vi <br />W <br />N <br />t/i <br />~ <br />o <br />F <br />p <br />o <br />�Z <br />w <br />d <br />c <br />0 <br />
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