NORMAL WEIGHT CONCRETE TOTAL-LEWIS-DECK GYPSUM BOARD 2 OR 3-PLY COMPOSITE TOTALJOIST TOP CHORD CONNECTION
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1 GENERAL DETAILS 100 TYPICAL FLOOR CONSTRUCTION NORMAL WEIGHT CONCRETE WELDED WIRE MESH FIBERGLASS BATT INSULATION (OPTIONAL) 18 GAUGE TIE WIRE 7/8" RESILIENT CHANNEL NOTE: CEILING MAY ALSO BE SUSPENDED GYPSUM BOARD 101 CROSS INSTALLATION 102 END CONNECTION TOTAL-LEWIS-DECK CROSS MIN. 2-1/2" BEARING JOIST MARK: SEE PLAN FOR LOCATION & ORIENTATION J01 PROJECT NAME CUSTOMER JOB NO. END SHOE MAY BE SCREWED, WELDED OR BOLTED TO SUPPORT 103 SINGLE PLY CONNECTION TO MULTI-PLY JOIST 104 MULTI-PLY CONNECTION TO MULTI-PLY JOIST 2/3-PLY TOP CHORD CONNECTION 2 OR 3-PLY TOP CHORD CONNECTION NORMALLY SPACED #12 SELF DRILLING STEEL TRACK CONNECT BOTTOM CHORDS #12 SELF DRILLING STEEL TRACK CONNECT BOTTOM CHORDS TOTALJOIST by ispan Systems LP 1
2 GENERAL DETAILS 105 BLOCKING AND LAYOUT INSTALL & CROSS WITHIN 2' FROM EACH END OF JOISTS CROSS INSTALL CROSS IN EACH ROW AT MAX 12' O.C. INSTALL IN LOCATIONS SHOWN ON FRAMING PLANS (TYPICALLY 8' O.C.) 106 OPENING FRAMING SUPPORT 3-PLY TRIMMER 2-PLY OPENING HEADER TRIMMER HEADER NORMALLY SPACED 2 TOTALJOIST by ispan Systems LP
3 GENERAL DETAILS 107 DECK FASTENER PATTERNS 109 POWDER ACTUATED FASTENER OR 25/3 25/4 STRUCTURAL STEEL 25/5 TOP OR BOTTOM LOCATION ACCEPTABLE ICF #12 METAL TO WOOD SCREWS SIDE LAP 108 HOLE SIZE A B C 1/4" ø TAPCON WOOD HEIGHT CMU WIDTH JOIST DEPTH 10" 12" 14" 16" A HEIGHT 4" 6-5/8" 8-1/4" 9" WIDTH 3-1/2" 5-7/8" 8" 10" B HEIGHT 6" 9-7/8" 12-3/4" 14-5/8" WIDTH 2-1/4" 4" 5-5/8" 6-7/8" C DIAMETER 3-1/2" 5-7/8" 8" 10" LSF TOTALJOIST by ispan Systems LP 3
4 DECK INSTALLATION STEP 1 INSTALL STARTER DECK LOOSE-LAY DECKING BETWEEN STRUTS STEP 2 INSTALL STICKER SIDE DOWN PIECES MAKE FIRST ROW OF DECKING STRAIGHT 3) LEAVE ENOUGH ROOM FOR FULL LENGTH SHEET 2) ALWAYS PLACE SIDE OF DECK TO LOCATE JOISTS FOR FINAL SCREWDOWN 1) PLACE FIRST FULL LENGTH PIECE STICKER SIDE DOWN 4) PLACE SECOND FULL LENGTH PIECE STICKER SIDE DOWN STEP 3 INSTALL STICKER SIDE DOWN PIECES NOTE: ALWAYS COMPLETE FULL ROW BEFORE LAYING NEXT ROW PLACE FULL LENGTH SHEET STICKER SIDE UP, BETWEEN STICKER DOWN PANELS. SNAP INTO PLACE AND FASTEN STEP 4 PLACE REMAINDER OF FULL LENGTH PANELS NOTE: FOLLOW STEP 3 FOR REMAINDER OF ROWS STICKER SIDE DOWN COLUMN STICKER SIDE UP COLUMN 4 TOTALJOIST by ispan Systems LP
5 DECK INSTALLATION STEP 5 OPTION 1: INSTALL END DECK OPTION CUT LAST FULL LENGTH OF DECKING TO FIT BETWEEN END PIECE & FULL LENGTH PIECE B B INSTALL FULL END PIECE LONG DECK PIECE SECTION B-B STEP 5 OPTION 2: INSTALL END DECK OPTION C COPE OUT DECKING AROUND STRUTS. CUT END PIECES OF DECKING TO CORRECT LENGTH C NOTE: OPTION 2 WORKS WELL WITH CURVED AND DIAGONAL S. SECTION C-C TOTALJOIST by ispan Systems LP 5
6 CONNECTION DETAILS 200 CONNECTION TO STRUCTURAL STEEL BEAM 201 PARALLEL TO STRUCTUTRAL STEEL BEAM POWDER ACTUATED FASTENERS STRUCTURAL STEEL BEAM NOTE: ALTERNATIVELY SHOE MAY BE FASTENED WITH SELF DRILLING SCREWS STRUCTURAL STEEL BEAM CUT TO SUIT POWDER ACTUATED FASTENERS 202 TIE JOIST 203 CONNECTION TO L -ANGLE TOTAL-LEWIS DECK CONCRETE SCREWS ABOVE HSS (PART OF PANEL) SEAT SCREWS 1/2" ø BOLTS 3/8" PLATE STRUCTURAL STEEL COLUMN NOTE: ALTERNATIVELY SHOE MAY BE FASTENED WITH SELF DRILLING SCREWS 204 CONNECTION PARALLEL TO 205 CONNECTION TO MASONRY WELDED WIRE MESH 1/4" ø TAPCON HSS (PART OF PANEL) MIN. TOP (2) COURSES SOLID FILLED REBAR CROSS CMU 6 TOTALJOIST by ispan Systems LP
7 CONNECTION DETAILS 206 PARALLEL TO MASONRY 207 CONNECTION TO WOOD STUD 1/4" ø TAPCON REBAR CMU MIN. TOP (2) COURSES SOLID FILLED REBAR #12 METAL TO WOOD SCREWS WOOD CROSS 208 CONNECTION PARALLEL TO WOOD STUD 209 CONNECTION TO W/ DEEP LEG TRACK #12 METAL TO WOOD SCREWS DOUBLE TOP PLATE SCREWS ABOVE DEEP LEG TRACK WOOD STUD CROSS 210 CONNECTION TO - SHALLOW HSS 211 CONNECTION TO - DEEP HSS SCREWS ABOVE SCREWS ABOVE HSS (PART OF PANEL) HSS (PART OF PANEL) TOTALJOIST by ispan Systems LP 7
8 CONNECTION DETAILS 212 CONNECTION PARALLEL TO w/ DEEP LEG TRACK WELDED WIRE MESH DEEP LEG TRACK CROSS 8 TOTALJOIST by ispan Systems LP
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