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STEEL COLUMN BEYOND - SEE PLAN 8' TYPE "X" DENSGLASS SHEATHING ATTACHED TO CFS WI FASTENERS F-2 @ 6" O.C., TYP. 362S162-43(33) VERTICAL 362S162-43(33) STUDS @ 16" O.C. ATTACHED TO TOP AND BOTTOM TRACK WI FASTENERS F-2 STUDS @ 16" O.C. ATTACH TO TOP & BOTTOM TRACK WI (2) FASTENERS F-2. 3X2X0.143 ANGLE ATTACHED TO VERTICAL STUDS WI (2) FASTENERS F-3 AND TO DECK WI (2) +: FASTENERS F-3 @ 4" O.C. -a, 362T125-43(33) BOTTOM TRACK, TYP. ATTACH BOTTOM FE70 1„ 4 5"ALLOW FOR TRACK TO CMU WI FASTENERS POLY -ISO F-9 @ 16" O.C. 7 J"W X 24"D X 4'41 SOLID GROUT BEARING 362S162.43(33) STUDS @ 16" •. � ONE #5 EACH FACE IN LINTEL CMU. BLOCK. FORMED AND CAST -IN -PLACE O.C. ATTACHED TO TOP TRACK '. SOLID GROUT TOP TWO COURSES TYPICAL @ VERTICAL EMBEDDED ITEMS 362T125.43(33) WI (2) • • FASTENERS F-2 -- g" TYPE "X" DENSGLASS 4X4X4"STEEL ANGLE WELDED 4 SHEATHING ATTACHED 1.5X22GA. GALVANIZED METAL DECK TO ANGLE BELOW c' TO CFS WI FASTENERS CHED W/ FASTENERS F-3 @ 6" O.C. '' p 362T125-43(33) TRACKATTACHED TO F-2 @ 6" O.C., TYP. JOISTS AND AT PERIMETER. SIDE ` BEAM W/ FASTENERS F-5 @ 16" O.C. ONE #5 EACH FACE REQUIRE (1) FASTENER F-3 600S162-43(33) CFS — ��. "'c :: C-CHANNEL C8X11.5 FULLY WELDED ALL-ROUND @ EACH END BACK TO -BACK 800S162-54(50) JOISTS @ 16" O.C. ATTACH 8X4Xz' JOIST BEARING ANGLE TO GROUT 362S162-43(33) STUDS @ 16" O.C. CFS JOISTS @ 16" O.C. - FILLED CMU W/ FASTENERS F-9 @ 16" O.C. ATTACHED @ EACH END WI (4) STEEL BEAM -SEE PLAN FASTENERS F-3 STIFF -CLIP AL600 ATTACHED TO CLOSURE ANGLE L 2X2X0.143 @ EACH END 4 STEEL BEAM TOP FLANGE WI (3) OF JOIST. ATTACH EACH LEG TO CFS W/ 4 362SLT250 43(33) ClarkDietrich FASTENERS F 5 AND TO CFS JOIST WI • FASTENERS F-3 MaxTrak SLOTTED DEFLECTION • (4) FASTENERS F-3. ATTACH JOIST TO CMU USING STIFF -CLIP TRACK ATTACHED TO BEAM WI FASTENERS F-5 BETWEEN STUDS AL362 ATTACHED TO MASONRY W/ (2) STEEL BEAM -SEE PLAN FASTENERS F-4 AND TO CFS W/ (4) ? Q 362S162-43(33) STUDS @ 16" O.C. ATTACHED TO FASTENERS F-3. Y ;� TOP AND BOTTOM TRACK WI FASTENERS F-2 362S162-43(33) STUDS • ATTACHED AT EACH END W/ (4) FASTENERS F-3 CUT CMU AS REQ'D TO ACHIEVE ELEVATION r l DETAIL TYP. LOW ROOF FRAMING 2 DETAIL HIGH FRAMING SUPPORT 3 DETAIL SCALE: 3/4" = V-0" TYP. DECKAND BAR JOIST. SEE PLAN AND OTHER DETAILS 1_00-4" CONT. EDGE ANGLE ATTACHED TO EACH JOIST WITH (2) t6"X11" FILLET WELDS 2XRip AS NEEDED ATTACHED W/ A BED OF CONSTRUCTION ADHESIVE AND FASTENERS F-X @ 6" O.C. 250SLT250-43(33) ClarkDietrich MaxTrak SLOTTED DEFLECTION TRACK ATTACHED TO BEAM W/ FASTENERS F-5 BETWEEN STUDS, TYP. 250S162-43(33) STUDS @ 16" O.C. ATTACHED TO TOP AND BOTTOM TRACK W/ FASTENERS F-2, TYP. 250S162-43(33) HORIZONTAL STUD @ EVERY STEEL BEAM - VERTICAL STUD ATTACHED @ EACH END WI (4) SEE PLAN FASTENERS F-3, TYP. • 250S16243(33) DIAGONAL STUD @ EVERY Li VERTICAL STUD ATTACHED @ EACH END WI (4) • FASTENERS F-3, TYP. 250T125-43(33) TRACK ATTACHED TO DECK W/ FASTENERS F-3 @ 8" O.C. STEEL COLUMN BEYOND -SEE CLOSURE ANGLE 4X4X0.143 ATTACHED TO CFS AND PLAN DECK W/ (2) FASTENERS F-3 EACH LEG @ 8" O.C. STEEL BEAM - SEE PLAN TYP. DECKAND BAR JOIST. SEE PLAN AND OTHER DETAILS DETAIL TYP. HIGH FRAMING - PERPENDICULAR SCALE: 3/4" = T-0" 4X4X14GA CLIP WI (4) FASTENERS F-5 TO JOIST AND (1) FASTENER F-9 W/ WASHER, TYP. @ BOTH ENDS 1200T3-54(50) CLOSURE TRACK ATTACHED TO CMU W/ FASTENERS F-9 WI WASHER @ 16" O.C. ONE #5 EACH FACE IN LINTEL CMU. SOLID GROUT TOP TWO COURSES 8" REINFORCED MASONRY WALL WITH CONCRETE TIE BEAM AT TOP- SEE PLAN. INSTALL #5 VERTICAL @ 40" O.C. ON AVERAGE. SEE PLAN FOR FILLED CELL LOCATION 1.5X22GA. GALVANIZED METAL DECK ATTACHED W/ FASTENERS F-3A @ 6" O.C. OVER JOISTS AND AT PERIMETER. SIDE LAPS REQUIRE (1) FASTENER F-3 4X4X0.143 CLOSURE ANGLE ATTACHED WI(2)FASTENERS F-3A @ 16" O.C. 12X4C CEE JOISTS @ 16" O.C. W/ BLOCKING AT MIDSPAN TYP. DECKAND BAR JOIST. SEE PLAN AND OTHER DETAILS SCALE: 1-1/2" = V-0" L4X4Xa' CONT. EDGE ANGLE ATTACHED TO TRACK W/ FASTENERS F-5 @ 8" O.C. 250SLT250.43(33) ClarkDietrich MaxTrak SLOTTED DEFLECTION TRACK ATTACHED TO BEAM WI FASTENERS F-5 BETWEEN STUDS, TYP. 250S162.43(33) STUDS @ 16" O.C. ATTACHED TO TOP AND BOTTOM TRACK WI FASTENERS F-2, TYP. 250S162-43(33) HORIZONTAL STUD @ EVERY VERTICAL STUD ATTACHED @ EACH END WI (4) FASTENERS F-3, TYP. 250S162-43(33) DIAGONAL STUD @ EVERY STEEL BEAM - VERTICAL STUD ATTACHED @ EACH END WI (4) SEE PLAN FASTENERS F-3, TYP. 250T125-43(33) TRACK ATTACHED TO DECK W/ FASTENERS F-3 @ 8" O.C. CLOSURE ANGLE 4X4X0.143 ATTACHED TO CFS AN[ DECK Wl (2) FASTENERS F-3 EACH LEG @ 8" O.C. TYP, DECKAND BAR JOIST. SEE PLAN AND OTHER DETAILS 5 DETAIL S3.1 SCALE: 3/4" = V-0" 4X4X14GA CLIP WI (4) FASTENERS F-5 ON EACH LEG 1200T3.54(50) CLOSURE TRACK ATTACHED TO BEAM W/ (2) FASTENERS F-5 @ 16" O.C. STEEL BEAM - SEE PLAN 362T125-43(33) TRACKATTACHEDTO HORIZONTAL STUD WI (1) FASTENER F-2 AND TO BEAM BOTTOM FLANGE WI FASTENER F-5 II a MASONRY WALL BEYOND. SEE OTHER DETAILS 7 DETAIL EXTERIOR CANOPY FRAMING 8 DETAIL S3.1 S3.1 SCALE: 3/4" = V-0" SCALE: 3/4" = T-0" FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. HIGH FRAMING - PARALLEL 1.5X22GA, GALVANIZED METAL DECK ATTACHED W/ FASTENERS F-3A @ 6" O.C. OVER JOISTS AND AT PERIMETER. SIDE LAPS REQUIRE (1) FASTENER F-3 4X40.143 CLOSURE ANGLE ATTACHED W/(2)FASTENERS F-3A @ EVERY STUD 12X4C CEE JOISTS @ 16" O.C. W/ BLOCKING AT M1DSPAN 362T125-43(33) TRACKATTACHEDTO EACH JOIST WI (2) FASTENERS F-3 8" TYPE "X" DENSGLASS • • SHEATHING ATTACHED TO CFS WI FASTENERS F-2 @ 6" O.C., TYP. 362S162-43(33) STUDS @ 16" O.C. ATTACHED TO TOP TRACK 362T125.43(33) W/ (2) FASTENERS F-2 362S162.43(33) HORIZONTAL STUDS ATTACHED TO VETICAL STUD WI (4) FASTENERS F-3 AND TO BEAM BOTTOM FLANGE W/ (1) FASTENER F-5 A EXTERIOR CANOPY FRAMING SCALE: 1-1/2" = V-0" 1.5X22GA. GALVANIZED METAL DECK ATTACHED WI FASTENERS F-3A @ 6" O.C. OVER JOISTS AND AT PERIMETER. SIDE LAPS REQUIRE (1) FASTENER F-3 4X4X0.143 CLOSURE ANGLE ATTACHED W/(2)FASTENERS F-3A @ EACH LEG 12X4C CEE JOISTS @ 16" O.C. W/ BLOCKING AT MIDSPAN STEEL BEAM - SB-18 250SLT250-43(33) ClarkDietrich MaxTrak SLOTTED —� DEFLECTION TRACKATTACHEDTO BEAM WI FASTENERS F-5 BETWEEN STUDS, TYP. 250T12543(33) TRACKATTACHED TO BEAM WI FASTENERS F-5 BETWEEN STUDS, TYP. 5X5X4' STEEL ANGLE WELDED TO TOP OF BEAM E fI TO PROVIDE ATTACHMENT TO TRACK 11—l- AL600 CLIP W/ (4) F-2 FASTENERS TO CFS AND (3) FASTENERS F-5 TO STEEL BEAM. UTILIZE (3) FASTENERS F-4 TO ATTACH TO MASONRY WALL BEHIND 362T125-43(33) CONT. CLOSURE TRACK i STEEL BEAM - SB-18 3X3X14GA CLIP WI (4) FASTENERS F-5 TO COLUMN STEEL BEAM - SEE PLAN • • HIGH FRAMING SUPPORT 250T162-43(33) TRACK E" TYPE X' DENSGLASS SHEATHING ATTACHED TO CFS 0 FASTENERS F-2 @ 6" O.C., TYP. 4X4X14GA CLIP WI (4) FASTENERS F-5 ON EACH LEG 250S162-43(33) STUDS @ 16" O.C. ATTACHED TO TOP AND BOTTOM TRACK WI FASTENERS F-2, TYP. 2508162-43(33) HORIZONTAL STUD @ EVERY VERTICAL STUD ATTACHED @ EACH END W/ (4) FASTENERS F-3, TYP. 250T125-43(33) TRACK ATTACHED TO JOIST WI FASTENERS (2) F-3, TYP. 362T125-43(33) TRACK ATTACHED TO EACH JOIST WI (2) FASTENERS F-3 362T162-43(33) VERTICAL STUD @ 16" O.C. ATTACHED TO TRACKABOVE WI (2) FASTENERS F-2 362S162-43(33) HORIZONTAL STUD @ EVERY VERTICAL STUD. ATTACH TO VERT. STUDS WI (4) FASTENERS F-3, (2) FASTENERS F-2 TO TRACK AND (2) FASTENERS F-5 TO BEAM BOTTOM FLANGE 6 DETAIL EXTERIOR CANOPY FRAMING a 1 '.) SCALE: 3/4" = V-0" F-1 �� HILT] X-U PE 0.157'0 x}" P.A.F. BASIS OF DESIGN HILTI STRUCTURAL FASTENER TO STEEL F-2 #10-16x1 �' T-3 WAFER HEAD BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE SCREW F-3 HWH #12-14x1" T-3 BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE SCREW F-3A HWH #12-24x14" T-5 BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE SCREW F-4 HWH T' x 1 }" TITEN BASIS OF DESIGN SIMPSON TITEN CONCRETE SCREW F-5 HILTI X-U P-8 0.1570 x 14" P.A.F. BASIS OF DESIGN HILTI STRUCTURAL FASTENER TO STEEL F-6 bMi 11 11 11 1111 11 #8-15 X 1j' BUGLE HEAD DRYWALL SCREW STRUCTURAL FASTENER TO LIGHT GAUGE STEEL TO EXTERIOR SHEATHING F-7 #12-24x2 J' T-3 PFH TA BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE WOOD TO METAL SCREW F-8 0.22X4 SOWS TIMBER SCREW BASIS OF DESIGN SIMPSON STRONG -TIE STRUCTURAL WOOD TO WOOD SCREW F-9 0j'X5" SIMPSON TITEN HD BASIS OF DESIGN SIMPSON STRONG -TIE STRUCTURAL STEEL AND WOOD TO MASONRY BOLT rll 02 %2•' A325 BOLT STRUCTURAL STEEL CONNECTION BOLT CB-2 O I*'X2" A325 BOLT STRUCTURAL STEEL CONNECTION BOLT 3" PROJECTION 8" EMBED AB-1 2 O 0 U > 0 m Z cn N Z =) — CD M W wU-w m A d 40 1- Lo r " _ 1 Wm m� `4xi I Oa) W J W 0 O Q Z Z 0 J Q 0 ALL W w z < <w J in m J WF W W _j m�0al—� W WmW WOmNcnW O U I=— Z Q Q Z Q~ Q 0gxw=ZOO�NLL- O ~ WLLJ W W Q~ I W QF- co_JOZ�� =< 00c~n=O W W Wm J >-�UZ)O=(oWWM—i W W cn Z= Z� Z= 0� Q 0 wYT_QcnOF-0 W a �UI=— U>-LL W W —20 0 0 cr w H 0 t"0 F1554 Gr. 36 W. (2) NUST AND (2) FLAT WASHERS (1) UNIT OF SIMPSON "SET XP" IS REQ'D PER EVERY BOLT INSTALLATION BASIS OF DESIGN SIMPSON STRONG -TIE O e-- N c,) 4 L6 CO 1-- CD m Or STRUCTURAL STEEL PLATE TO CONCRETE ANCHOR BOLT Z TYP. FASTENERS SCALE: 6" = V-0" Li U J LL D Q U) J u � Q � n' � LU w N JOB NO. E19-208 DATE 08/27/2019 DRAWN AG DESIGN AG STRUCTURAL DETAILS S3.1