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STEELSTUE (SEE PLAN,' CONTINUOUS 2" x 14 GAGE METAL STRAPS AS REQUIRED ON PLANS AND 6 / SO.2. ATTACH METAL STRAPS TO EACH STUD WITH (2) #10 SCREWS. METAL STRAPS NOT REQUIRED WHEN PANELS ARE ON BOTH SIDES OF STUD WALL PANEL SIDE LAP SPACING #12 TEK SCREWS @ 6" ON CENTER MAXIMUM. ATTACH PANEL TO TOP AND BOTTOM TRACK WITH #12 SCREWS AT 6" ON CENTER MAXIMUM. P U-PANELS; AS NOTED ON PLANS. ORIENT PANELS SUCH THAT THERE IS DIRECT CONTACT BETWEEN THE PANEL BOTTOM TRACK SEE 9 S2.1 FOR WALL BASE ATTACHMENT TO SLAB AT WALL END STUDS, ATTACH STUD TO TRACK WITH (2) #12 SCREWS EACH SIDE. AT OTHER CONDITIONS, ATTACH STUDS TO TRACK WITH (2) #12 SCREWS EACH SIDE OF WALL PANEL FASTENING PAT -TERN A DETAIL AT INTERIOR WALL - BUILDING A SCALE: 1 Y211 11-011 S4.1 TYPICAL PARTITION y4l, WALL. SEE PLAN TYPICAL INTERIOR STUDS (SEE PLAN) NON -LOAD -BEARING SHEAR WALL 1.021 TOP CHORD (SEE PLANS) SEE 8 / S4.1 FOR ATTACHMENT TO STUD TOP CHORD (SEE PLANS) SEE 8 S4.1 FOR ATTACHMENT 2" x 4" x 14 GA. (L.L.V.) ANGLE STEELSTUD AT TOP OF METAL PANEL (SEE PLAN) CONTINUOUS ALONG SHEAR WALL LENGTH. TURN HORIZONTAL LEG OF ANGLE AWAY FROM STUDS. ATTACH CONTINUOUS METAL STRAP%' TO EACH STUD WITH (2) #12 SEE 1A / S4.1 FOI TEK SCREWS. LAP SPLICE ADDITIONAL INFORMATIO� WHERE REQUIRED AT STUD LOCATION. WALL PANEL SIDE LAP SPACING #12 TEK SCREWS @ 6" ON CENTER MAXIMUM. ATTACH PANEL TO TOP AND BOTTOM TRACK WITH #12 SCREWS AT 6" ON CENTER MAXIMUM. 29 GA. U-PANELS; UNLESS NOTED OTHERWISE ON PLANS. ORIENT PANELS SUCH THAT THERE IS DIRECT CONTACT BETWEEN THE PANEL BOTTOM TRACK SEE 9 S2.1 FOR WALL BASE ATTACHMENT TO SLAB AT WALL END STUDS, ATTACH STUD TO TRACK WITH (2) #12 SCREWS EACH SIDE. AT OTHER CONDITIONS, ATTACH STUDS TO TRACK WITH (2) #12 SCREWS EACH SIDE CONTINUOUS TYPICAL INTERIOR BOTTOM TRACK. SEE PLAN TYPICAL PARTITION TYPICAL INTERIOR STUD WALL. SEE PLAN SEE 9 / S2.1 FOR WALL BASE ATTACHMENT TO SLAB CONTINUOUS WALL OF WALL PANEL FASTENING PATTERN DETAIL AT INTERIOR WALL - BUILDING B,C,D,E,F, AND G 1 B SCALE: 1 Y211 1 I -Off TYPICAL INTERIOR STUDS (SEE PLAN) NON -LOAD -BEARING SHEAR WALL M1, (2) TYPICAL INTERIOR STUDS. Y4" ATTACH PER DETAIL 4 / S4.1 I E0 WALL END OF NON -LOAD -BEARING SHEAR WALL PLAN DETAILINTERSECTION WITH LOAD -BEARING WALL r5 SCALE: I Y211= 1 9-011 �S4.1 4" WIDE x 16 GAGE STRAP BRACING. ATTACH TO TOP OF EACH PURLIN WITH (8) #12 SCREWS AT ENDS AND (1) #12 SCREW TO EACH PURLIN BETWEEN. (8) #12 SCREWS LIGHT GAGE ROOF PURLIN BELOW (SEE STUD BELOW PLAN) (SEE PLAN) CONTINUOUS TOP CHORD SEE SECTION 8 / S4.1 PLAN SECTION THRU STRAP BRACING 9 __� S4.1 SCALE: Y411 = 1 1-011 SEE 9 S2.1 FOR WALL BASE ATTACHMENT TO SLAB TOP TRACK (SEE PLANS) ATTACH STUDS TO TRACK WITH (2) #12 SCREWS EACH SIDE STEEL STUD (SEE PLAN) WALL PANEL SIDE LAP SPACING #12 TEK SCREWS @ 6" ON CENTER MAXIMUM. ATTACH PANEL TO TOP AND BOTTOM TRACK WITH #12 SCREWS AT ON CENTER MAXIMUM. 29 GA. U-PANELS UNLESS NOTED OTHERWISE ON PLANS. ORIENT PANELS SUCH THAT THERE IS DIRECT CONTACT BETWEEN THE PANEL BOTTOM TRACK SEE EXTERIOR WALL SECTIONS ON S2.1 AND S2.2 FOR WALL BASE ATTACHMENT TO SLAB AT WALL END STUDS, ATTACH STUD TO TRACK WITH (2) #12 SCREWS EACH SIDE. AT OTHER CONDITIONS, ATTACH STUDS TO TRACK WITH (2) #12 SCREWS EACH SIDE CONTINUOUS TRACK AND STUD SEE EXTERIOR WALL SECTIONS FOR SIZE AND ATTACHMENT TO EXTERIOR STUD OF WALL PANEL FASTENING PATTERN DETAIL AT EXTERIOR SHEAR WALL 2 SCALE: 1 Y211 1 1-011 �,S4.1 DOUBLE HEADER (SEE 13 SO.2) ROOF PURLIN SEE PLAN TOP OF STEEL SEE PLAN L* SEE13/SO.2 TYPICAL INTERIOR STUD BEYOND (SEE PLAN) SECTION THRU DOUBLE HEADER 6 yff it SCALE: -oil S4.1 (2) #12 SCREWS @ 12" o.c. TOP (2) #12 SCREWS @ 12" O.C. TOP AND BOTTOM OF HEADER DOUBLE JAMB STUD. SEE AND BOTTOM OF HEADER SCHEDULE ON SO.2 (SEE DETAIL 4 / S4.1 FOR ATTACHMENT) TYPICAL EXTERIOR 0 00 6" LONG CRIPPLE STUD TO STUD a MATCH TYPICAL EXTERIOR STUD 600 T 250 - 68 HEADER 600 T 250 - 68 HEADER TRACKS. TRACKS. 1000 S 200 - 97 HEADER SEE NOTE 1 1000 S 200 - 97 HEADER MEMBERS. MEMBERS. j 14 GA. TRACK PIECE AT OPEN SIDE (SEE NOTE 2) <Z�_ CRIPPLE STUD TO MATCH 4 x 4 x 14 GA. ANGLE WITH (3) #12 TYPICAL EXTERIOR STUD SCREWS INTO HEADER AND (3) #12 SCREWS INTO JAMB 4 x 4 x 14 GA. ANGLE WITH (3) #12 SCREWS INTO HEADER AND (3) 1 #12 SCREWS INTO JAMB 600 T 250 - 68 SILL TRACK. ADDITIONAL TYPICAL BASE ADDITIONAL TYPICAL BASE TYPICAL EXTERIOR ANCHORAGE AT JAMB ANCHORAGE AT JAMB STUD BASE TRACK TYPICAL BASE ANCHORAGE. SEE PLAN (0 CO (0 ATTACH METAL PANEL TO ANGLE NTH (1) #1 SCREW @ 6" O.0 METAL WALL PANEL ATTACH METAL PANEL TO ANGLE WITH (1) #12 TEK SCREW @ 6" O.C. METAL SHEAR PANEL. SEE PLAN FOR LOCATIONS AND FASTENING TOPCHORD OF SHEAR WALL CONSTRUCTION I ur %.onumu STEEL STUD SEE PLAN SEE DETAIL 1 S4.1 STEEL STUD (SEE PLAN) 2" x 16 GA. STRAP BRACE ON SAME SIDE AS METAL SHEAR PANEL. ATTACH EACH END WITH (4) #12 TEK SCREWS SEE DETAIL I S4.1 OF SHEAR WALL PANEL WITH STRAP DETAILBRACING AN NON -MECHANICAL OPENINGS �3B SCALE: Y411= 1 #-Off �S4.1 TOTAL LAP T-Y it V-7) V-7y2'. /2 op Z-PURLIN (9) #12 SCREWS AT LAP CONDITIONS, (3) SCREWS AT MID -SPAN THRU STUD TYPICAL INTERIOR (3) #12 SCREWS AT MID -SPAN THRU STUD (SEE PLAN) STUD AT NON -LAP CONDITIONS SECTIONTHRU Z-PURLIN CONNECTION AT LAP r 7 S4.1 SCALE: Y4" -001 COLD FORMED METAL STUD WALL (SEE PLAN) DOUBLE JAMB STUD. SEE SCHEDULE ATTACH INTERIOR TRACKS TO SLAB ON SO.2 (SEE DETAIL 4 / S4.1 AND ATTACH STUD TO TRACK AT WALL I I WITH Y8" 0 EXPANSION ANCHORS WITH 12 / S4.1 FOR ATTACHMENT) ENDS WITH (2) #12 SCREWS EACH 1 Y4" EMBEDMENT @ 30" O.C. (LOCATE SIDE. ATTACH ALL OTHER STUDS TO 6" LONG CRIPPLE STUD TO ADJACENT TO STUD) TRACK WITH (1) #12 SCREW EACH SIDE MATCH TYPICAL EXTERIOR STUD FLOOR SLAB (SEE PLAN) ADJACENT FL (SI SEE NOTE 1 GA. TRACK PIECE AT :)EN SIDE (SEE NOTE 2) SEE WALL SECTIONS AT TYPICAL WINDOW AT TYPICAL DOORWAY NOTES: 1 . 6" WIDE, 14 GAGE GUSSET PLATE EACH SIDE TO MATCH DEPTH OF HEADER MEMBERS. ATTACH USING NUMBER OF #12 SCREWS SHOWN ON SCHEDULE ON SO.2 (SPLIT NUMBER OF SCREWS EVENLY BETWEEN HEADER MEMBERS AND JAMB) 2. TRACK PIECE TO BE CONTINUOUS FOR HEIGHT OF OPENING AND EXTEND 8" ABOVE TOP OF HEADER MEMBERS. WHERE SILL TRACK IS REQUIRED, TRACK PIECE TO EXTEND 8" BELOW SILL TRACK. 3. 0 INDICATES #12 SCREW, UNLESS NOTED OTHERWISE. DETAIL OF EXTERIOR HEADER CONNECTION SCALE: NONE BASE TRACK SEE PLAN OF TYPICAL TRACK TO ELEVATED SLAB DETAIL CONNECTION AT TYPICAL INTERIOR STUDS SCALE: Y411 1 1-011 4.1 CN _J V__ (2) #12 SCREWS AT TOP ATTACH EACH STUD TO TOP TRACK WITH (2) #12 SCREWS (2) #12 SCREWS @ 12" o.c. (2) #12 SCREWS @ 12" o.( STUDS BACK TO BACK (SEE PLAN) (2) #12 SCREWS @ 12" o.c. SECTION'A-A' (2) #12 SCREWS AT BOTTOM ATTACH EACH STUD TO BOTTOM TRACK WITH (2) #12 SCREWS DETAIL OF BACK TO BACK STUDS 4 SCALE: Y411 11-Off �S4.1 Z-PURLIN (SEE PLAN) SEE SECTION 7 S4.1 FOR 400 S 250 - 54 CONTINUOUS TOP PURLIN CONNECTION CHORD. ATTACH TO EACH STUD TO STUDS WITH (3) #12 SCREWS. TYPICAL INTERIOR STUD (SEE PLAN) SECTIONTHRU ROOF PERPENDICULAR TO Z-PURLIN r 8 S4.1 SCALE: YA11 1 1-011 10 T 200 - 68 METAL TRACK #12 METAL SCREWS @ 12" o.C. 600 S 200 - 68 METAL STUDS (2) #12 SCREWS @ 12" o.c. 29 GAGE METAL U - PANEL ON INTERIOR SIDE DETAIL OF TYPICAL PREFIN. FLUSH METAL PIER SCALE: Y411 11-011 12 S4.1 bennett&pless Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 20 19 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 No. 32427 ST.AXE OF js 4,0- 0 R,0!� - - 20 v*, 10hIAL "F V*4 04-03-2019 LU Uj E �2 WD 70) w LU Ui of 91 LO 11 <- < 1 0 _j W < Z U U) --ji >U- cu-j U_ LL_ LU (0 L = < M Q� < LU �= Cn w U X0 co (0 _j F- �- �0_ L- Q� . ! = co < 0 U 0 0 0 LU L C, < Z-:) < z 0z 7= < 0 U) 0 Xw on of . Uj z z 0 z w 0 t 0 0 20 0z < �0-0 &-)Uzw- 0 z Duz[--Zw M�- Oo-,a. , U K >- Xw Uj - X D, w 'U 0 - 2 2 w �-_ OW F-- 8 1— 0 0 _ U U E i z oouja�w U a- 0 0 Of F- a- F- ITU ZU z< < yj Uj U Z LU CL 5= Lu U) - < LL (h = a- Uj LU < LL U_j w U U Of LU U LU C) 0 U U ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S414901