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2 1/2" 1 1/2" <br /> WASHER AS SPACER HSS PER ELEVATION - <br /> IF NECESSARY - (E) BUILDING COLUMN, 04 <br /> GC FIELD VERIFY 14 GA MIN O <br /> L4x3x1/4 x APPDX. 4'-4" <br /> 1" MAX, GC TO VERIFY THIS <br /> (CONY. BTWN HIGH HSS POSITIONS OUTBOARD <br /> 1AND LOW HSS), EA SIDE <br /> OF COLUMN WEB OUTBOARD FACE FACE OF HSS FLUSH WITH <br /> _ OUTBOARD FACE OF (E) <br /> WASHER AS OF (E)WIND GIRTS WIND GIRTS <br /> SPACER <br /> TYP, 3 SIDES (E) BUILDING COLUMN, <br /> HSS PER ELEVATION 3/16 <br /> GC FIELD VERIFY 14 GA MIN <br /> SECTION A-A L4x3x1/4 x APPDX. 4'-4" (CONT. SECTION A-A <br /> BTWN HIGH HSS AND LOW HSS), <br /> EA SIDE OF COLUMN WEB W/(4) <br /> THRU BOLTS T&B <br /> 1 1/2" 1 1/2" <br /> A A <br /> REINFORCING ANGLE BEYOND 1 1/2" 1 1/2" <br /> A <br /> ---- REINFORCING ANGLE BEYOND L4x3x1/4 SLV, TOP& BOT. - <br /> - HSS PER ELEVATION W/3116" HSS PER ELEVATION <br /> CAP PLATE &ANGLE T&B W/3/16" CAP PLATE <br /> N 1 <br /> --- ------------ <br /> WHERE REQUIRED FOR SIDING <br /> NOTE: CONNECTION NOTE: AT HIGH HSS, IT IS <br /> li C <br /> TACHMENT (REPLACE IN KIND),SIM TO 1/S2.3 CONT. 1-1/2"x1-1/2"x54MIL CFSPERMITTED FOR THE HSS TO <br /> EXCEPT AS SHOWN END AT COLUMN CENTERLINE <br /> 250T150-54 TRACK W/#8 SELF- <br /> NG SCREWS TO HSS @ 12,OC W/ 12"ANGLES T&B SIM. <br /> ________ ___ ___ TO 2/S2.1, (V) REINFORCING <br /> afI�O AT LOW HSS, IT IS PERMITTED TO 0 � ANGLES STILL REQUIRED <br /> OMIT THIS BOLT AND WELD THE 1 DRILL HOLES IN FLANGE(E) BUILDING COLUMN, <br /> (H)ANGLE TO THE (V)ANGLE i <br /> FOR THRU BOLTS <br /> (E) BUILDING COLUMN, DRILL HOLES 5/8" DIA.A307 A <br /> IN FLANGE FOR THRU BOLTS THRU BOLT, TYP <br /> TYP HSS TO SOUTHSIDE CORNER BUILDING COLUMN n TYP HSS TO SOUTHSIDE BUILDING COLUMN <br /> 1 1/2" = 1'-0" 1 1/2" = 1'-0" <br /> SOS R �G <br /> r <br /> KI NGWORKS CANOPY OVER SOUTH DOOR <br /> POE Maritime Building Canopies <br /> 9,2 STRUCTURAL <br /> �,7388 REV DATE ISSUED FOR Project number 23223 <br /> L � � RENGINEERS Date 5-MAR-2024 <br /> 1 29 APR 2024 Construction S2.3 <br /> SSIONAL 600 Dupont St,Suite B 360.714.8260 Drawn by THeidersdorf <br /> Bellingham,WA 98225 www.king-works.com Checked b BJohnson Scale 1 1/2"= 1'-0" <br /> HIS ELECTRONIC SEAL A D SIGNATURE IS <br /> ELECTRONIC DocuMENT. ©copyright Kingworks Structural Engineers PLLC:2024 4/29/2024 9:18:10 AM <br /> A DIGITAL SIGNATURE IS APPLIED AT ONE <br /> LOCATION IN THE DOCUMENT. <br />