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Home My WebLink AboutS103.2ELEVATION AT O.H. DOOR OPENING (STUD WALL SCALE: NOT TO SCALE PHOTO BOOTH SIDE HSS6x6x}" COLUMN 2-12 PLATE TO ire 2_ 12 TUBE 6" METAL STUDS, SEE ARCH. " THICK x 7" x 6" BENT R SS AT OVERHEAD DOOR JAMBS. EXTEND INSIDE LEG OF BENT R 32" ABOVE DOOR OPENING, SEE ARCH. DWGS. 6. DOOR TRACK ANGLES BY MANUFACTURER. WELD TO PLATE PER MANUFACTURER. G.C./ARCH.: — DOOR MANUFACTURER SHALL VERIFY THIS DETAIL WILL WORK WITH THE DOOR PROVIDED FOR THIS OPENING 6 ) SECTION AT ROLL —UP DOOR TRACK `4 9J SCALE: }"=1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations at State and meal Codes City of Carmel �VTI�\Dw�1DA6L DATE: 10/14/19 CONNECT J" BASE PLATE TO TOP OF SLAB W/ (4) }"O SIMPSON STRONG —TIE TITEN HD ANCHORS (EMBEDMENT BE 31") EXISTING ROOF JOIST NEW L3x3)4 FULL DEPTH FIELD WELDED TO 3/18 4" 3/16 4" EXISTING JOIST 3/16 4" 3/16 4" 2A 3 L2x2x.� KICKER AT EA. POST J"O A325 THRU BOLT W/ FIELD WELDED TO CHANNEL EACH END WASHERS AND LOCK NUTS AT THREADED END. HAND TIGHTEN ONLY TO ALLOW VERTICAL DEFLECTION MC8x8.5 ON EACH SIDE OF COLUMN SPANNING BETWEEN JOISTS AND FULLY a EXISTING ROOF JOIST WELDED TO BOTTOM CHORD OF JOISTS. PROVIDE c" r� STEEL COLUMN, 2" VERTICAL SLOT IN EACH CHANNEL TO ALLOW SEE PLAN ROOF JOIST DEFLECTION. MC8x8.5 ON EACH SIDE OF COLUMN SPANNING BETWEEN JOISTS AND FULLY WELDED TO BOTTOM CHORD OF JOISTS. PROVIDE 2A T/COLUMN CONNECTION DETAIL 2" VERTICAL SLOT IN EACH ANGLE TO ALLOW 1 0 A325 THRU BOLT W/ 1" ROOF JOIST DEFLECTION. 3" D6 SCALE: '=1'—O" z WASHERS AND LOCK NUTS 4 AT THREADED END. HAND TIGHTEN STEEL COLUMN, ONLY TO ALLOW VERTICAL DEFLECTION SEE PLAN a3"2 T/COLUMN CONNECTION DETAIL SCALE: y"=1 —0" LOAD NOT AT TOP CHORD PANEL POINT, GREATER THAN 100 LBS. & MORE THAN 6" AWAY FROM TOP CHORD PANEL POINT L2X2X1/4" FROM LOAD POINT — TO BOTTOM CHORD PANEL POINT EA. L2X2X1/4" FROM LOAD POINT TO TOP CHORD PANEL POINT HANGING LOAD NOT AT BOTTOM CHORD PANEL POINT, GREATER THAN 100 LBS. & MORE THAN 6" AWAY FROM BOTTOM CHORD PANEL POINT TYPICAL JOIST WEB REINFORCEMENT DETAIL SCALE: NOT TO SCALE HSS6x6x4" COLUMN 6"xi'—O" BASE PLATE 7 DETAIL AT BASE?IATE 3" SCALE: 14"=1'-0" PHOTO BOOTH SIDE USG DRYWALL SUSPENSION SYSTEM (OR EQUIVALENT) SEE ARCH. FOR DETAILS STRIP LIGHTING ASSEMBLY. SEE ARCH. FOR DETAILS 40OT150-43 CONT. RUNNER SCREW TO EA. STUD w/ (2) #10-16 TEK SCREWS ROLL WHERE NECESSARY 40OS162-43 METAL STUDS AT 16" O.C. MAX. SHEATHING TOP AND BOTTOM PER ARCH. SCREW TO METAL STUDS AT 12" O.C. L4x4xJ" x 0'-5" LG. FULLY FIELD WELD TO COLUMN AND TUBE 3" 3" I"x4"x5" SEAT It W/- "x4"x5" GUSSET SLOT TUBE AND WELD TUBE TO SEAT R H.S.S. COLUMN SEE PLAN FOR SIZE H.S.S. BEAM 3 HEADER TO COLUMN CONNECTION 3" SCALE: y"=1'-0" USG DRYWALL SUSPENSION SYSTEM (OR EQUIVALENT) SEE ARCH. FOR DETAILS STRIP LIG TING ASSEMBLY. SEE ARCH FOR DETAILS 40OT150-43 CONT. RUNNER SCREW TO EA. STUD w/ (2) #10-16 TEK SCREWS ROLL WHERE NECESSARY 60OS162-43 METAL STUDS AT 16" O.C. MAX / J 1 SECTION AT LIGHT SHELF 3" SCALE: 4" — —0" CAP 4•-6" 40OS162-43 METAL STUDS AT TO —STUD CONNECTION 12" O.C. CONNECT TO STEEL — 6 TEK SCREWS TUBES AT ENDS W/16 GA. CLIP ANGLE. SHOOT CLIP TO TUBE W/(2)-0.157"0 HILTI X—U FASTENERS. SCREW STUDS TO CLIP W/(4) #10-16 TEK SCREWS. H STEEL COLUMN SEE PLAN FOR SIZE HSS4x4x}" LIGHT SHELF TUBE. SEE FOUNDATION PLAN NOTES FOR MORE INFORMATION PROVIDE (2) BACK TO BACK CONT. 40OS162-43 METAL STUDS UNDER EACH LIGHT STRIP 5A TUBE CONNECTION 3 SCALE: i" = "0" HAiNes GIPSON & AssocLATEs CIVIL " STRUCTURAL CONSULTING ENGINEERS 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 PHONE: (770) 491-7550 FAX (770) 491-7750 NOTE, These drawings are NOT TO BE REPRODUCED for the purpose of generating shop drawings Bhoul the WRITTEN APPROVAL of the STRUCTURAL ENGINEER. ASSOCIATES AND IS NOT TO BE REPRODUCED IN WHOLE OF I" PART IT IS NOT TU BE USED ON ANY IT"' PROTECT AND SHALL BE RETURNED LBON REQUEST ( OPC RIGHT AS DATED HANDS. GIBSON I ASSOCIATED NOT RELEASED FOR CONSTRUCTION �r I --- -� w Z a Cori LL O O 1V MEN amo 6L! O F 0 =aC_ SEE o�xZ O LL Z T 0 fly HE 3; LU h J ox H O rg hw o 0ZL'Lf1 O a' w°N e Z a 4 W OSEE EE _ HHrZ I— SEE 0 ) 20-19033 l 12 JULY 2019 SECTIONS AND DETAILS S3.1