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220'-0" � I r7 r6 ��2 rom WMIA 0�/ 7� 7 8� 1B TYPICAL SIM. 7 __2 20'-0" MAX. 7 TY?PICAL r - - - - - - -1 r F-----7 F - - - - - - 5 ICAL L_ _j L_ _j L_ L_ _j L_ _J L - - - - J L _j L_ _j L_ _jI _j L_ I I L_ _j _1 F -1 F -1 F 1 F - - - - -1 F F -1 F F -1 F - - - - 1A -A % I I L 60' 1C r5 V-6" P.) L - - - - J 1L-----J IL - - - - ]L-----J ]L-----J jL_____j 11 1 -1 F_ F_ I I I I 1 1A 14 (TY r5 1 -A 8 S2.1 31-011 11 1-1 1-1 1-1 31-011 5 TYPICAL TYPICAL 1A TYPILAL L 90' HI I I I I I I I- 1 1:1 1-1 1-1 1-1 1 1 1 1 1-1 Ifl I I 1- 1 1-1 1 L_ _j H L__I___j I I I _1 L - - - - -T L _J 'L L - - - - J L - - - - IHL-----J A L L. _U� -LL, _U� H JIL L - - - - J L-----J LL - - - - -JJLL _J - - - - JIL L-----J ........... L-----J EQUAL EQUAL EQUAL EQUAL 0j Pe le 9 K TYPICAL ?7 TYP. TYP. TYP. TYP. FOUNDATION PLAN - BLDG. E NO I �1. 6 SCALE: 8 = 1 1-011 FINISHED FLOOR EL. = 01-011 220'-0" r7 7 TYPICAL K11 EIA kTA FTAI V.4 r-L. � V-0 ROOF FRAMING PLAN - BLDG. E Yff = 11-011 SCALE: A 220'-0" TYP7 PICAAL 6� 7 S2.2 CD E*7 %t'\\-06 _1 F, -I r - - - - - - - - - - - -- --I F_ flo _1 r - - - - - - F------1 F- -1 F- --I F- F - - - - - - _J L _j L - - - - L_ _j L------J ]L-----J L _j r6 F- __1 F-------i - F - - - -1 F -1 - FF-- F - - - - - - 1 - F -1 - F 7 - F -1 F - - - - L _J ]L-----J L _J L _J J L - - - __J IL - - - _J L _J L _j L _j r7 __1 F_ __1 8 1A -6" (TY 1' P.) C)l L 120' TYPICAL C:) Ifl 4 r5 31-011 Ifl 4 31-011 5 I r5 1 31-011 /A 1A I -I I - �2 rp w 6 _J L--___j L - - - - J i L - - - - j L _j L --I-- - i LL - - _J L L _J i L L i j L - - - - L_ ___J L - - - - L - - - - L - - - - EQUAL EQUAL EQUAL EQUAL it e le e ?I TYPICAL ?7 TYP. .1 TYP. TYP. .11 TYP. fl `� ��2 FOUNDATION PLAN - BLDG. F r-3 N SCALE: Y811 = 1 9-011 FINISHED FLOOR EL. = 01_0171\�jl_6 220'-0" r8 .2 TOP OF STEEL PICAL EL. = 10'-0" -AT - - - - - - rF - - - - - - r r - - - - - - - ff - - - - - - rr- - - - - - - - - - - - - ff - - - - - - rr - - - - - - - r r - - - - - -- 1T - rr- I - - - - - - - 1T - - - - - - FF - - - - - 7 F - - - - - - 7 - - - - - - rF - - - - - - - - - - - - \T" P, -Al 11 11 1�" All I I -1 F_ -]I- -]1- -1 1- 0 w w w IL a_ 0 0 'T P 0 _j _j 'Y' C X TYPICAL TYPICAL 5 �S3.11 X ti 11 11 11 11 11 11 11 11 11 11 11 11 - - - - - - LL -- - - - - - I L - - - - - - ji - - - - - - LL - - - - - - il - - - - - - ji - - - - - - LL - - - - - - i'L - - - - - - ji LL - - - - - - i I - - - - - - ji - - - - - - LL - - - - - L_____ ji - - - - - - U - - - - - - - iL - - - - - - TOP OF STEEL L__� TYPICAL EL. = 9'-0" r8 ROOF FRAMING PLAN - BLDG. F le" �4 SCALE: Y811 = 1 1-011 �1_6 7 W"\ SIM-r8_"� S4.2 5 I E "M FIRST FLOOR FOUNDATION PLAN LEGEND: 0 INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. S-C-J. INDICATES SLAB CONTRACTION JOINT. SEE PLAN NOTE 1C. INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 5. INDICATES 4" EXTERIOR STUD WALLS. SEE NOTE 6. F77771 INDICATES 8" CMU WALLS. SEE NOTE 4. A INDICATES SHEAR WALL OF LENGTH SHOWN ON PLAN (WHERE L = 60, APPLICABLE). SEE SHEAR WALL SCHEDULE ON SHEET SO.2. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = 0'-0" FOUNDATION PLAN NOTES: 1 SLAB -ON -GRADE: A. SLAB: 5" THICK (F'c = 4000 PSI). B. REINFORCEMENT: 6 x 6 - W2.0 x W2.0 WELDED WIRE REINFORCEMENT 1 Y2" BELOW TOP OF SLAB. SEE REINFORCED CONCRETE NOTE #8 FOR FIBER REINFORCING SUBSTITUTION. C. SLAB -ON -GRADE CONTRACTION OR CONSTRUCTION JOINTS: SEE REINFORCED CONCRETE NOTES #15 AND #16 ON SHEET SO. 1 FOR CONSTRUCTION OR CONTRACTION JOINT REQUIREMENTS. SEE DETAILS 1 / S2.1, 2 / S2.1 AND 3 / S2.1. DO NOT SAW CUT SLAB AT LOAD BEARING STUD OR SHEAR WALL LOCATIONS. 2. BUILDING FOUNDATION SUB -GRADE TO BE PER REFERENCED GEOTECHNICAL REPORT. COORDINATE PLACEMENT AND COMPACTION REQUIREMENTS WITH GEOTECHNICAL REPORT. COORDINATE VAPOR BARRIER REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. 9 3. EXTERIOR FOOTINGS MUST BEAR A MINIMUM OF l'-6" BELOW FINISHED GRADE. INTERIOR FOOTINGS MUST BEAR A MINIMUM OF l'-6" BELOW FINISHED FLOOR ELEVATION. 4. 8" MASONRY WALLS (WHERE APPLICABLE): A. WALL: 8" CMU. B. WALL REINFORCEMENT: #5 @ 32" ON CENTER. C. REINFORCEMENT POSITION: CENTER IN MASONRY UNIT CELL IN EACH DIRECTION, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. HORIZONTAL REINFORCEMENT: #9 WIRE LADDER TYPE @ 16" ON CENTER. E. SEE DETAILS ON SHEET S3.1 FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. 5. 4" INTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ 5'-0" ON CENTER WITH 400 T 250 - 54 TOP CHORD AND 400 T 200 - 54 BOTTOM TRACK. B. SHEATHING: 29 GAGE U-PANELS ONE SIDE UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 1 B / S4.1 FOR TYPICAL INTERIOR WALL CONSTRUCTION. D. BRACING: 20 GAGE HAT CHANNELS AT MID POINT OF SPAN. SEE NOTE 1 ON 6 SO.2 FOR HAT CHANNEL SECTION PROPERTIES. 6. 4" EXTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ 1'-4" ON CENTER IN 400 T 250 - 54 TOP AND BOTTOM TRACK. B. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 2 / S4.1 FOR TYPICAL EXTERIOR WALL CONSTRUCTION. 7. EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM BY METAL BUILDING MANUFACTURER. MANUFACTURER TO SUPPLY SEALED CALCULATIONS ROOF LEVEL. 8. SEE DETAIL 5 / S4.1 FOR NON LOAD -BEARING SHEAR WALL (WHERE APPLICABLE) INTERSECTION INTO LOAD -BEARING WALL. 9. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALLS, DOOR, DOOR SIZES AND LOCATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ORIENTATION, LOCATION AND SIDEWALK LOCATIONS. ROOF FRAMING PLAN LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. INDICATES SPAN OF ROOF SYSTEM. SEE NOTE 1. INDICATES INTERIOR WALLS BELOW. INDICATES STRAP BRACING. SEE NOTE 6. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = 0'-0" ROOF FRAMING PLAN NOTES: 1 ROOF CONSTRUCTION: STANDING SEAM ROOF PANEL (SEE ARCHITECTURAL DRAWINGS FOR SIZES) A. 6" x 2.5" x 16 GAGE Z-PURLINS @ 5'-0" ON CENTER MAXIMUM. ATTACH TO VERTICAL STUD WITH (8) #12 SCREWS MINIMUM. SPLICE: (8) #12 SCREWS MINIMUM. B. 4" x 14 GAGE STRAP; SPLICE: (8) #12 SCREWS MINIMUM ATTACH TO TOP OF Z-PURLIN AND TOP TRACK OF STUD WALL WITH (8) #12 SCREWS. 2. EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM BY METAL BUILDING MANUFACTURER. MANUFACTURER TO SUPPLY SEALED CALCULATIONS FOR HEADERS AND PIERS FOR 40 POUNDS PER FOOT. OF LATERAL WIND LOAD AT ROOF LEVEL. 3. 8" CMU WALL BELOW. 4. SEE ARCHITECTURAL DRAWINGS FOR STANDING SEAM ROOF SYSTEM. 5. 600 S 200 - 68 CONTINUOUS ALONG INSIDE EDGE OF ROOF. SEE ROOF DETAIL. 6. ATTACH Z-PURLIN TO BEAM WITH 4" x 4" x 14 GAGE x 6" LONG METAL CLIPS WITH (8) #12 SCREWS EACH LEG. 7. ADD ADDITIONAL Z-PURLINS AT 2-6" ON CENTER IN CORNER ZONE. PROVIDE ADDITIONAL VERTICAL WALL STUD AT EACH END FOR SUPPORT. bennett&pless IP Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1-964 - 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 IE G---'IA No. 32427 04-03-2019 W , U 7) fif �; �' U- L_Uj 0 L3': U '0 _<5 z< < z -'j >j co z gl L "j 00 < 0 0 a_ 0 U7, ", 0 - !,-- Cil 9 15 ZO 00� '0' C� < 2 7) w 0z'z- 0 z 0 '0- 0 U Z S z >_ L�2 LM w Uzi I=- U �E 11-1�- IS UD 0 C<r- Lcu)f F, , -, im awo L'U 8 'U 0 3 2 L'- _-_jj z Li C)f w LU I<- OZ (D W Q� I- M �-- Q� z < E < C)f z M W H� < W < L6 < 0 = a_ W of WWUO�uw �__ YEW < of Q� L/) == W Of I- < z F- �- < M < a_ i/_5 0 0 F_: 0 �i '0 a) to C) _+_j Cn �_4 4_1 4-4 ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER -ace,