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481-111 <br />3 <br />141-011 <br />6) 130'-8" <br />681-111 <br />311 <br />FACE OF CONCRETE <br />SIMILAR K_3� <br />� -1 <br />311 <br />FACE OF CONCRETE <br />SECOND FLOOR FRAMING PLAN LEGEND: <br />INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. <br />INDICATES COLUMN MARK. SEE STEEL COLUMN SCHEDULE ON <br />SHEET SO.2. <br />INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 2. <br />INDICATES 6" EXTERIOR STUD WALLS. SEE NOTE 3. <br />A INDICATES SHEAR WALL OF LENGTH SHOWN ON PLAN. SEE SHEAR <br />L = 70' WALL SCHEDULE ON SHEET SO.2. <br />DHXX INDICATES HEADERS OVER WALL OPENING BELOW. <br />SEE NOTE 4. <br />E: __:1 INDICATES INTERIOR WALLS BELOW. <br />- - INDICATES SPAN OF FLOOR SLAB SYSTEM. SEE NOTE 1. <br />SECOND FLOOR FRAMING PLAN NOTES: <br />1 FLOOR SLAB SYSTEM: <br />A. SLAB: 2 Y2" NORMAL WEIGHT CONCRETE. <br />B. DECK: 2" - 18 GAGE COMPOSITE STEEL DECK (TOTAL SLAB DEPTH = 4 y2"). <br />C. REINFORCEMENT: 6 x 6 - W1.4 x W1.4 WELDED WIRE REINFORCEMENT LOCATED <br />1" BELOW TOP OF SLAB. SUPPORT WELDED WIRE REINFORCEMENT WITH <br />ACCESSORIES MANUFACTURED FOR THIS PURPOSE. <br />D. ATTACHMENT TO SUPPORTS: #12 SCREWS IN 36 / 4 FASTENER PATTERN. <br />E. SIDE LAP CONNECTION: (3) #10 SCREWS PER SPAN. <br />F. PERIMETER CONNECTION: #12 SCREWS @ 12" ON CENTER. <br />G. INSTALLATION CONFIGURATION: TWO SPAN MINIMUM. <br />2. 4" INTERIOR COLD FORMED STEEL WALLS: <br />A. STUDS: 400 S 250 - 54 STUDS @ 2-6" ON CENTER IN 400 T 250 - 54 TOP TRACK <br />AND 400 T 250 - 54 BOTTOM TRACK. <br />B. SHEATHING: 29 GAGE U-PANELS ONE SIDE UNLESS NOTED OTHERWISE. SEE <br />SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. <br />C. SEE DETAIL 1 A / S4.1 AND 1 B / S4.1 FOR TYPICAL INTERIOR WALL <br />CONSTRUCTION. <br />D. BRACING: 2" x 14 GAGE FLAT STRAP AT MID POINT OF SPAN. <br />3. 6" EXTERIOR COLD FORMED STEEL WALLS: <br />A. TYPICAL STUDS UNLESS NOTED OTHER WISE: 600 S250 - 68 STUDS @ 2'-0" ON <br />CENTER IN 600 T 250 - 68 TOP AND BOTTOM TRACK. <br />B. STUDS AT EIFS: 600 S250 - 68 STUDS @ 1'4" ON CENTER IN 600 T 250 - 68 TOP <br />AND BOTTOM TRACK.SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE <br />U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES <br />C. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR <br />WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. <br />D. FLAT STRAP BRACING: INSTALL 2" x 20 GAGE FLAT STRAP ON EXTERIOR FACE OF <br />STUDS @ MID POINT OF SPAN. <br />E. SEE DETAIL 2 / S4.1 FOR TYPICAL EXTERIOR WALL CONSTRUCTION. <br />4. SEE SCHEDULE OF STEEL HEADERS ON 13 / SO.2 FOR HEADERS OVER OPENINGS <br />BELOW. <br />5. SEE DETAIL 5 / S4.1 FOR NON LOAD BEARING SHEAR WALL INTERSECTION INTO <br />LOAD -BEARING WALL. <br />6. DOUBLE STUDS UNDER ALL DOUBLE STUDS FROM LEVEL ABOVE. SEE DETAIL <br />4 / S4.1 FOR BACK TO BACK FASTENING REQUIREMENTS OF DOUBLE STUDS. <br />7. SEE DETAIL 1 / S5.1 FOR STEEL BEAM TO STEEL COLUMN CONNECTION. <br />8. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALLS, DOOR, DOOR SIZES AND <br />LOCATIONS. <br />9. SEE DETAIL 10 / S4.1 FOR HEADER CONSTRUCTION OVER GARAGE DOOR OPENINGS <br />BELOW SECOND FLOOR AT EAST AND SOUTH SIDE OF ARCH. ELEVATION. <br />No.32427 <br />04-03-2019 <br />Uj "A <br />0-- ' <br />z <br />z <br />V) Lu <br />1 <br />< Tu 0 <br />�2 , V) _j -0 ou '0 <br />0 0J)F--'---MM<wU Q� <br />'i 1<2 0 t- 2� �M_ < EL 0 <br />D al nZ <br />'0 U J 'Z' Z' <br />)IDZ <br />tqo� LL-0 <br />L') U 0 <br />0 LL. Z 0 UZ) z , <br />('0 U <br />Z CLJ V) <br />W Of D <br />U00_)TW�;_U J:D <br />W !L <br />< U <br />Z <br />0� IL U 0 U < Z <br />0 0 LU CY Lu W (-) 09 LL_ _'i C) mu: 0- 0 (D <br />LU F- a- z < E < w Q� Lij U z <br />(f) 1 ffw Jj L'i < Lj E < Of = �_� <br />_Lj W U U LU FX LLJ < <br />w 1­ 2: Lu = <br />�E �E 1?5 (�'� 9f - 5 z - - , 7__ <br />rlv_j_� I 114UM-UnIx <br />------------- <br />- - - - - - - - -- F <br />'7�71 FK <br />bennett&pless 10 <br />3 �J� G Experience Structural Expertise <br />Mimi Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando <br />611 21-8--Ip 71-511 TYPICAL 61' <br />I 1 21-211 A 10 1964 - 2019 Celebrating 55 Years <br />23'-7" 12'-10" 141-311 141-011 11'-0.. 101-111 1 6#-411 1 231-111 of Structural Excellence S1 2 <br />A.? 11 7r v SECOND FLOOR FRAMING PLAN BLDG. A 47 enmeter enter st, u te <br />50'-2f' 30'-4" 01 501-211 1 1 N Atlanta, Georgia 30346 <br />10 41 Y811 = -011 FINISHED FLOOR EL. = 01-01, '�, �.2 + Tel. 678 990 8700 Fax. 678 990 8701 <br />4 U7 12 Copyright 2019 - Bennett & Pless, Inc. <br />0 All Rights Reserved <br />B & P Job Number 18161 <br />