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170'-0" <br />W_ <br />12�_/ <br />TYPICAL <br />TYPICA�L <br />7�s I M. <br />��2 <br />0 7 <br />TYPICAL <br />r7 <br />��2 <br />8__ <br />TYPICAL <br />r8 <br />r6 <br />,�S2.2 <br />31-011 6 31-011 <br />'2' <br />TYPICAL\ <br />41INNA4 <br />I <br />____7 <br />F_ <br />F______1 <br />F - - - - <br />1A <br />4 <br />V-6" (TYP.) <br />1A <br />4 <br />5 <br />TYPICAL <br />S2.1 <br />S.C.J. <br />. . . <br />. . . . . . . . . <br />-4 <br />5 <br />1_1 <br />Ifl <br />Ifl <br />1-1 <br />5 <br />1 <br />1 1 <br />1 <br />�9 <br />J <br />LL- - - - J <br />L - - - - <br />L <br />I <br />L <br />i - - - - i <br />I <br />L F_ J <br />L L <br />J� <br />-1- - - j <br />F- j- <br />L - - - -1 <br />- <br />LL - - - - j <br />1B <br />8 � -2 <br />TYPICAL <br />12 <br />EQUALEQUAL EQUALEQUAL ?7 <br />TYPICAL 01 ol <br />.4 <br />TYP. TYP. TYP. TYP. � �_2 <br />FOUNDATION PLAN - BLDG. B (*T� N <br />SCALE: Y811 = 1 1-011 FINISHED FLOOR EL. = 01-017\,� 1 �A <br />170'-0" <br />TOP OF STEEL <br />EL. = 9'-9" <br />7 <br />1A <br />2�_ <br />0 <br />ty) <br />TYPICAL <br />- - - - - - IF - - - - - - - fl - - - - - - T - - - - - - TI - - - - - - - fl - - - - - - T - - - - - - IF - - - - - - - fl I - F - - - - - - IF - - - - - - 7 - - - - - - T - - - - - - IF - - - - - - -- V-1- - 13 <br />11 11 1 1 11 11 11 11 11 11 W_ <br />- -,I, <br />4 <br />\', I 11 11 1 1 11 11 11 11 11 11 11 \j <br />,/ <br />IX, <br />11 11 11 11 11 11 11 11 11 11 / I X <br />" I <br />t 7 <br />(tPICAL <br />C") <br />w <br />0 <br />co <br />w <br />TYPICAL 0 <br />11 1 <br />b <br />11 11 11 11 11 5:� 11 11 11 11 11 11 11 11 11 ,41 <br />ce) <br />!I <br />H H <br />11 11 11 3 11 11 11 11 11 3 11 11 11 11 11 HI <br />X_ <br />9 <br />eS41 <br />L <br />- - - - - - - - - - - - - IL - - - - - A - - - - - -- H - - - - - - - il - - - - - - - - - - - - iL - - - - - - IL - - - - - - -1 J - - - - - - - I L - - - - - 3 - - - - - - IL - - - - - - I L <br />0-/ �_ TOP OF STEEL <br />TYPICAL EL. = 9'-0" j <br />12� ri8 <br />��2 <br />ROOF FRAMING PLAN - BLDG. B <br />Y11=11 <br />SCALE: A -off <br />r6 <br />,S!2 - 2� 6 31-011 <br />TYPICAL\ <br />N <br />20'-0" MAX. <br />C <br />1C <br />HI <br />1-1 <br />1:1 <br />1 <br />1 1 <br />1 <br />1 1:1 <br />1:1 <br />1:1 <br />1-1 <br />5 <br />WPICAL 11 <br />4 <br />1A <br />11 TYPICAL <br />V-T (TYP.) <br />5 <br />1A <br />CD* <br />S2.1 <br />L ---- JtIl <br />_ik <br />- - - - <br />_j <br />---- JL----- <br />-J <br />_J <br />L_ -IL- <br />_fk <br />------ �EL-___J <br />L ---- j <br />EQUALEQUAL EQUALEQUAL r7 <br />TYPICAL Pe 9 e it e TYPICAL <br />11 11 11 <br />-.1 TYP. -.1 TYP. TYP. TYP. <br />��2 <br />170'-0" <br />r7 <br />1 B <br />TYPICAL <br />N <br />FOUNDATION PLAN - BLDG. C r3 <br />yff = 11 <br />SCALE: 8 -oil FINISHED FLOOR EL. = 01-01' V1.4,1 <br />TOP OF STEEL 1A <br />EL. = 9'-6" "L_\ <br />TYPICAL <br />C) <br />04 <br />TYPICAL <br />- - - - - 71 - - - - - - TF - - - - - - IT - - - - - - 71 - - - - - - TF - - - - - - IT - - TI 17T - - - - - 17 - - - - - 71 - - - - - - TF - - - - - - IF <br />b <br />b <br />T__ <br />"\9 5 <br />1A w <br />11 4' 11 11 11 11 S3.1 11 a. <br />11 11 <br />w <br />Sim 8 <br />L <br />S4.2 <br />TYPICAL 0 <br />0- <br />C) <br />0 <br />5 04 <br />L - - - - - - - - - - - -- - - - - - - IL - - - - - J - - - - - - iL - - - - - - IL - - - - - - - U -- - - - - - IL - - - - - - il - - - - - - JI - - - - - - IL - - - - - <br />0_/ <br />�_ TOP OF STEEL <br />TYPICAL <br />EL. = 9'-0" <br />170'-0" <br />ROOF FRAMING PLAN - BLDG. C <br />Y11=11-Off <br />SCALE: A <br />"*j <br />N <br />r8TYPICAL <br />��2 <br />8L/ 0j <br />TYPICAL <br />FIRST FLOOR FOUNDATION PLAN LEGEND: <br />0 INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. <br />S.C.J. INDICATES SLAB CONTRACTION JOINT. SEE PLAN NOTE 1C. <br />INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 5. <br />INDICATES 4" EXTERIOR STUD WALLS. SEE NOTE 6. <br />INDICATES 8" CMU WALLS. SEE NOTE 4. <br />INDICATES SHEAR WALL OF LENGTH SHOWN ON PLAN (WHERE <br />L = 60, APPLICABLE). SEE SHEAR WALL SCHEDULE ON SHEET SO.2. <br />INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED <br />FLOOR ELEVATION = 0'-0" <br />FOUNDATION PLAN NOTES: <br />1. SLAB -ON -GRADE: <br />A. SLAB: 5" THICK (F'c = 4000 PSI). <br />B. REINFORCEMENT: 6 x 6 - W2.0 x W2.0 WELDED WIRE REINFORCEMENT 1 Y2,, BELOW <br />TOP OF SLAB. SEE REINFORCED CONCRETE NOTE #8 FOR FIBER REINFORCING <br />SUBSTITUTION. <br />C. SLAB -ON -GRADE CONTRACTION OR CONSTRUCTION JOINTS: <br />SEE REINFORCED CONCRETE NOTES #15 AND #16 ON SHEET SO. 1 FOR <br />CONSTRUCTION OR CONTRACTION JOINT REQUIREMENTS. <br />SEE DETAILS 1 / S2.1, 2 / S2.1 AND 3 / S2.1. <br />DO NOT SAW CUT SLAB AT LOAD BEARING STUD OR SHEAR WALL LOCATIONS. <br />2. <br />BUILDING FOUNDATION SUB -GRADE TO BE PER REFERENCED GEOTECHNICAL <br />REPORT. COORDINATE PLACEMENT AND COMPACTION REQUIREMENTS WITH <br />GEOTECHNICAL REPORT. COORDINATE VAPOR BARRIER REQUIREMENTS WITH <br />ARCHITECTURAL DRAWINGS. <br />3. <br />EXTERIOR FOOTINGS MUST BEAR A MINIMUM OF l'-6" BELOW FINISHED GRADE. <br />INTERIOR FOOTINGS MUST BEAR A MINIMUM OF l'-6" BELOW FINISHED FLOOR <br />ELEVATION. <br />4. <br />8" MASONRY WALLS (WHERE APPLICABLE): <br />A. WALL: 8" CMU. <br />B. WALL REINFORCEMENT: #5 @ 32" ON CENTER. <br />C. REINFORCEMENT POSITION: CENTER IN MASONRY UNIT CELL IN EACH DIRECTION, <br />UNLESS NOTED OTHERWISE ON THE DRAWINGS. <br />D. HORIZONTAL REINFORCEMENT: #9 WIRE LADDER TYPE @ 16" ON CENTER. <br />E. SEE DETAILS ON SHEET S3.1 FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. <br />5. <br />4" INTERIOR COLD FORMED STEEL WALLS: <br />A. STUDS: 400 S 250 - 54 STUDS @ 5'-0" ON CENTER WITH 400 T 250 - 54 <br />TOP CHORD AND 400 T 200 - 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 1B / S4.1 FOR TYPICAL INTERIOR WALL CONSTRUCTION. <br />D. BRACING: 20 GAGE HAT CHANNELS AT MID POINT OF SPAN. SEE NOTE 1 ON 6 SO.2 <br />FOR HAT CHANNEL SECTION PROPERTIES. <br />6. <br />4" EXTERIOR COLD FORMED STEEL WALLS: <br />A. STUDS: 400 S 250 - 54 STUDS @ l'-4" ON CENTER IN 400 T 250 - 54 TOP AND <br />BOTTOM TRACK. <br />B. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR <br />WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. <br />C. SEE DETAIL 2 / S4.1 FOR TYPICAL EXTERIOR WALL CONSTRUCTION. <br />7. <br />EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM BY METAL <br />BUILDING MANUFACTURER. MANUFACTURER TO SUPPLY SEALED CALCULATIONS <br />FOR HEADERS AND PIERS FOR 40 POUNDS PER FOOT. OF LATERAL WIND LOAD AT <br />ROOF LEVEL. <br />8. <br />SEE DETAIL 5 / S4.1 FOR NON LOAD -BEARING SHEAR WALL (WHERE APPLICABLE) <br />INTERSECTION INTO LOAD -BEARING WALL. <br />9. <br />SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALLS, DOOR, DOOR SIZES AND <br />LOCATIONS. <br />10. <br />SEE ARCHITECTURAL DRAWINGS FOR BUILDING ORIENTATION, LOCATION AND <br />SIDEWALK LOCATIONS. <br />ROOF FRAMING PLAN LEGEND: <br />INDICATES SPAN OF ROOF SYSTEM. SEE NOTE 1. <br />L INDICATES INTERIOR WALLS BELOW. <br />INDICATES STRAP BRACING. SEE NOTE 6. <br />INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO <br />FINISHED FLOOR ELEVATION = 0'-0" <br />ROOF FRAMING PLAN NOTES: <br />1 ROOF CONSTRUCTION: STANDING SEAM ROOF PANEL (SEE <br />ARCHITECTURAL DRAWINGS FOR SIZES) <br />A. 6" x 2.5" x 16 GAGE Z-PURLINS @ 5'-0" ON CENTER MAXIMUM. ATTACH <br />TO VERTICAL STUD WITH (8) #12 SCREWS MINIMUM. SPLICE: (8) #12 <br />SCREWS MINIMUM. <br />B. 4" x 14 GAGE STRAP; SPLICE: (8) #12 SCREWS MINIMUM ATTACH TO <br />TOP OF Z-PURLIN AND TOP TRACK OF STUD WALL WITH (8) #12 <br />SCREWS. <br />2. EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM <br />BY METAL BUILDING MANUFACTURER. MANUFACTURER TO SUPPLY <br />SEALED CALCULATIONS FOR HEADERS AND PIERS FOR 40 POUNDS PER <br />FOOT. OF LATERAL WIND LOAD AT ROOF LEVEL. <br />3. 8" CMU WALL BELOW. <br />4. SEE ARCHITECTURAL DRAWINGS FOR STANDING SEAM ROOF SYSTEM. <br />5. 600 S 200 - 68 CONTINUOUS ALONG INSIDE EDGE OF ROOF. SEE ROOF <br />DETAIL. <br />6. ATTACH Z-PURLIN TO BEAM WITH 4" x 4" x 14 GAGE x 6" LONG METAL <br />CLIPS WITH (8) #12 SCREWS EACH LEG. <br />7. ADD ADDITIONAL Z-PURLINS AT 2'-6" ON CENTER IN CORNER ZONE. <br />PROVIDE ADDITIONAL VERTICAL WALL STUD AT EACH END FOR SUPPORT. <br />bennett&pless 10 <br />Experience Structural Expertise <br />Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando <br />1964 - 2019 Celebrating 55 Years <br />of Structural Excellence <br />47 Perimeter Center East, Suite 500 <br />Atlanta, Georgia 30346 <br />Tel. 678 990 8700 Fax. 678 990 8701 <br />Copyright 2019 - Bennett & Pless, Inc. <br />All Rights Reserved <br />B & P Job Number 18161 <br />% <br />STATE OF <br />4 C) H, 0 <br />% <br />04-03-2019 <br />Uju LU NO 0 � <br />ly- - co D W <br />LU IS -- 0 ZD <br />cy- 0z �U= of �C�c z >__ i-, < <br />U <br />-J w U) <br />-wi �0_ LL Uw <br />ry <br />10, 0 DO <U no 0 0 <br />a- 0 <br />z< 0 z Ile w Uj in <br />'wo <br />z z <br />w 0 <br />U_ Z <br />'D 0 Uj z U <br />U w w zw �D_z �U- 0 <br />CWL lu- 1 U- 0 0 L L j M z <br />< Z U) <br />Q 0 w w Lul U 2 LL- -j 0 q- 0 (D <br />w ff �- EL �- ff z < < LU ff LLJ U Z <br />EL 1 LU HE < - L < O� <br />Cf) CL LU < Lij <br />LLJ LU U Of U LU Z Fh LLJ <br />]-- Of LLJ Of of < z - w T: S�2 Of <br />I-- < co < a- U-) 6 0 �-- 5 �- 0 0 <br />V <br />AIN <br />4-11 <br />0 J.* <br />U <br />ISSUE: FOR CONSTRUCTION <br />REVISIONS: I I <br />PROJECT NUMBER <br />201812 <br />DATE 04-03-2019 <br />SHEET NUMBER <br />S1164 <br />