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ATTACHMENT TO ATTACH BLOCKING TO(E)TOP CHORD WITH(2)ROWS
<br /> 5 STRUCTURE ABOVE UNISTRUT PI000
<br /> 5-201 ATTACHMENT TO STRUCTURE E OF(2)410 WOOD SCREWS(4 TOTAL)WITH 1 1/2"
<br /> ABOVE VARIES,SEE PUN FOR TOLCO STIFFENER-FIG OBO, THREAD PENETRATION INTO TOP CHORD OF(E)TRUSS
<br /> MIN ATTACHMENT OF UNIT TO STRUT 5UPPORT: SUPPORTING MEMBERS '� SPACING PER TABLE,MINIMUM(3)
<br /> (4)3/8'BOLTS TO STRUT NUTS, LOCATE WIN 4' PER THREADED ROD
<br /> OF EA.CORNER OF UNIT V-5"MAX THREADED ROD PER MAIN EQUAL EQUAt
<br /> DETAIL UN15TRUT F1354AW FITTING WITH
<br /> MAX UNIT WEIGHT SECTION A-A STIFFENER A55EMBLY HEATHING
<br /> MIN(2)TRANSVERSE RIGID MIN(2)LONGITUDINAL RIGID a STRUT NUTS TO RIGID BRACE 000
<br /> BRACES,BRACE PER ELEV. BRACES,BRACE PER ELEV. r — — — — — — , PER PLAN v_o< 0—. qx�xK UN15TRUT PI000(T)E V90395TMBUCKS COFFEE COMPANY
<br /> 1 VERTICAL RODMAX UNIT LENGTH C N 3/8"BOLT 6 STRUT NUT,SPACINGSTARBUCKS"DROP,TYP - MAX UNIT PER TABLE,MINIMUM(3)PER O3/8"A36 THREADED II PER SCHEDULEZ THREADED ROD
<br /> ROD TYPICAL(4) 1 �, BRACE CONNECTION TO I 2401 UTAH AVENUE SOUTH
<br /> LOCATIONS,STIFFENED 41' 4 STRUCTURE STRUT THREADED ROD PER MAIN DETAILTRu55 PER SEATTLE,WASHINGTON 98134
<br /> ROD PER 3/5-201 MAX MAX PER DETAIL 4/5-201 t 10/5-201 UNISTRUT P2485 CRADLE 2x6 DF#1 FLAT BLOCKING. N (208)318-1575
<br /> Ed NUT t 3/Ibzl-5/Bxl-5/8 PL A A SECTION A-A:ALTERNATE STIFFENER A55EMB Y
<br /> WASHER TOP t BOY. A A CENTER ON EA BRACE THESE DRAWINGS AND THE PROJECT MANUAL
<br /> OF STRUTS,TYP UN15TRUT PI000 BRACE,
<br /> —�I LOCATE PER SECTION A-A ARE CONFIDENTIAL AND SHALL REMAIN THE
<br /> 1/24 LONG LAG SCREW W/ SOLE PROPERTY OF STARBUCKS
<br /> SECTION A—A: — — — _ _ _ TABLE B:STIFFENED THREADED RODS CORPORATION,WHICH IS THE OWNER OF THE
<br /> UN15TRUT P1000(T), PARALLEL WITH SMALL MIN 1-1/2"PENETRATION
<br /> BRACE LAYOUT TOLCO MECHANICAL FAST LUMP VERT.ROD STIFFENER Mom' COPYRIGHT IN THIS WORK,THEY SHALL NOT
<br /> PUN DIMENSION OF UHT,AS SHOWN PER "HANGER OR TRAPEZE ATTACHMENT" UNSTIFFENED BE REPRODUCED(IN WHOLE OR IN PART),
<br /> SECTION A-A DIAMETER SPACING RIGID BRACE PER 1/5-201
<br /> 2"MIN, -FIG.981,TYP @ EA.BRACE THREADED ROD SPACIN SHARED WITH THIRD PARTIES OR USED IN ANY
<br /> MANNER ON OTHER PROJECTS OR
<br /> TYP UN15TRUT P1000(T) EXTENSIONS TO THIS PROJECT WITHOUT THE
<br /> ATTACHMENT TO I/2" IB" 23'
<br /> STRUCTURE BELOW 5/8" 23" 27" PRIOR
<br /> CO PORAI TION.THESE DRAWINGS AND N CONSENT OF
<br /> DOUBLE NUT,TYP SPECIFICATIONS ARE INTENDED TO EXPRESS
<br /> RIGID BRACE PERPENDICULAR DESIGN INTENT (WHICH IS SUBJECT
<br /> STARBUCKS STORE(WHICH IS SUBJECT TO
<br /> CHANGE ATANYTIME)AND DO NOT REFLECT
<br /> I TYP RIGID BRACED HANGING 11ECNANICAL UNIT 3 STIFFENED ROD ASSEYBLY 4 TO E TRUSS ACTUAL SITE CONDITIONS.NEITHER PARTY
<br /> .- 5-20 n I_ a SHALL HAVE ANY OBLIGATION NOR LIABILITY TO
<br /> SCALE: 3/4—_I 0 5-201 SCALE: 3" = I'-0" 5-201 SCALE: 1 1/2"=1'-011 THE OTHER(EXCEPT STATED ABOVE)UNTIL
<br /> WRITTEN AGREEMENT IS FULLY EXECUTED BY
<br /> BOTH PARTIES.
<br /> STARBUCKS TEMPLATE VERSION:i2023.04.24
<br /> 4x BLKG AT AHU PER
<br /> PLAN,ATTACH TO 2X6 DF PROVIDE ADEQUATE CORROSION RESISTANCE ARCHITECT OF RECORD
<br /> 6 #1 W/51MP50N LUS44 TO ELEMENTS EXPOSED TO WEATHER.
<br /> 5-201 4x BLKG PER 6/5-201 HANGER EA,END,TYP,
<br /> (E)WOOD SHEATHING 2X6 DF#1 BLKG,ATTACH
<br /> ��PERPLAN PER PUN SLEEPER BEAM PER PUN.ATTACH GRAPHITE
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<br /> 00LC,ARCHITECTS
<br /> i CHORD STRONG-TIE SCREW, DOUBLE SEATTLE,WA 98101
<br /> m m m m BARRIER COATING @B"O.C.ALL (206)224-3335
<br /> ® ® ® m SODE5 OF UNIT W/MIN.3"EMBED.
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<br /> VERTICAL WOOD ROD A (E)TRU55 PER PUN
<br /> THREADED ROD PER MAIN HANGER,TYP
<br /> DETAIL (E)TRUSS PER PLAN �2x 6 DF 91 WEB FILLER PL, (2)SIDES OF
<br /> (E)JOIST AT PANEL POINTS.ATTACH TO SECTION A-,4
<br /> P
<br /> TOP t BOTTOM CHORDS W/(2)14d NAILS TRUSS PER 4X MEMBER PER PLAN.ATTACH TO
<br /> LAN
<br /> EACH END W/SIMPSON LU544Z
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<br /> PLATES TOGETHER W/(2)kz"THRU-BOLTS,
<br /> TYP.
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<br /> (E)ROOF SHEATHING SCREW W/MIN 1-1/2" (E)WOOD SHEATHING 1/2'0 LAG SCREW W/ USS
<br /> PER PLAN PENETRATION THREAD PENETRATION INTO TOP CHORD OF(E)TR
<br /> (E)WOOD SHEATHING 2X OF#1 BLKG,PER MIN 1-1/2'PENETRATION F Q 1— Z LLJ
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<br /> (E)bx SHAPED SHIM BLOCK,REF m SHEATHING
<br /> 57RONG WALL MANUFACTURER'S STORE* 22817
<br /> SHOP DRAWING ® 1 ® PROJECT#: 60007-039
<br /> 4x BLKG AT AHU PER A ISSUE DATE: 03/19/2024
<br /> PLAN,ATTACH TO(E)6X ® O 6 DESIGN MT ON DESIGNER:
<br /> SHAPED SHIM BLOCK W/ (E)WALL SHEATHING MAX
<br /> SIMP50N LUS44 HANGER, (E)TRU55 PER CHECKED BY:
<br /> nP' ® ® PLAN
<br /> (E)SIMPSON STEEL 2xG DF#1 FLAT BLOCKING, Revision Schedule
<br /> STRONG WALL CENTER ON EA BRACE
<br /> Rev Date B Description
<br /> RIGID BRACE PER /S-201,
<br /> ATTACH TO BLKG PER PUN
<br /> 2x DF#1 WEB FILLER PL, (E)TRU55 PER PLAN RIGID BRACE PER MAIN
<br /> (E)TRUSS PER PLAN RIGID BRACE PER 1/5-201, PER G/5-201 DETAIL
<br /> ATTACH TO BLKG PER PLAN
<br /> CONNECTION AT ALTERNATE RIGID BRACE CONNECTION SECTION A—A SHEET TITLE:
<br /> DETAILS
<br /> 61TY OF EVERETT AU E
<br /> q E SINPSON STRONG NALL 10 RIGID BRACE PARALLEL TO E TRUSS REVIEWED FOR PERMIT SCALE:AS SHOWN
<br /> 5-201 SCALE: 1 1/211=11-01113228 NE 20TH ST,SUITE 100 SHEET NUMBER:
<br /> SCALE: 1 1/2"=I'-01, BELLEVUE, WA g8005
<br /> 425 614-Og49/INFO@AU-ENG.COM S-2�1
<br /> JOB NO.24084
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