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201-011 <br />C:) <br />- I <br />LID <br />C:) <br />-1 <br />LO <br />G 7 <br />S4.: <br />TYPICAL 155'-0" f 0 1 1 2" 1;/2" <br />01) 1) 1 \--=- <br />FOUNDATION PLAN - BLDG. D ri_-� XT <br />SCALE: Y80f = 1 1-011 -1\! 1 - J5 IN�� <br />�L <br />C:) <br />-1 <br />LO <br />CD <br />co <br />Cf) <br />C\I <br />FIRST FLOOR FOUNDATION PLAN LEGEND: <br />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. 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. 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. 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. 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 1 B / 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. 4" EXTERIOR COLD FORMED STEEL WALLS: <br />A. STUDS: 400 S 250 - 54 STUDS @ 14" 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. 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. SEE DETAIL 5 / S4.1 FOR NON LOAD -BEARING SHEAR WALL (WHERE APPLICABLE) <br />INTERSECTION INTO LOAD -BEARING WALL. <br />9. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALLS, DOOR, DOOR SIZES AND <br />LOCATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ORIENTATION, LOCATION AND <br />SIDEWALK LOCATIONS. <br />ROOF FRAMING PLAN LEGEND: <br />INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. <br />INDICATES SPAN OF ROOF SYSTEM. SEE NOTE 1. <br />E-D 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 />E G <br />No. 32427 <br />STATE OF <br />04-03-2019 <br />Uj ' LLF <br />, U D :U:)) LCYL-, <br />LLJ 0 US "n' L_Lj, <br />< z <br />0 _j LU < Z> 0 <br />Ell <br />U i Lu M of < Lu U) <br />Z < T = - <br />LL U F <br />0 0 <br />�2 U=) < <br />< 0 <br />0 Z Lij UZ) z LL_ a <br />U) w 2 F_ t 2 8 8 LOL <br />L L U) 0 U) V) z L L J <br />0 D <br />U <br />z >- LL; ow- of z �Z- :L ZL' L=,j , - M <br />w LL D <br />Of 0 of w ;�; F-- 'Uj 'I) 0� <br />Cr :--) D u) L, < Lauf 0 >- �-_ G F_ <br />LLI 1­ 0 1­ co 1 Z W <br />I 'L U 0 (-) c) 0 C) LL _j <br />0 0 Lu af w W U Z LL_ _j C� U < Z <br />y K < LLj , a- 0 <br />w U <br />LLJ L: <br />LL, < < <br />[if W LU < W r <br />W LLJ C) U LU F- U <br />LLJ I_ 1: <br />ly- 0� Q� < z w Q� <br />F_ F_ < M < a- Z/) 0 0 �_-:> F- Q <br />a) <br />bb <br />Ct <br />;-.4 <br />0 <br />V <br />0 <br />0 <br />U4_4 <br />*V­4 <br />U <br />U <br />U IM <br />4-1 <br />w <br />U� <br />U1 <br />U <br />1A k 1A <br />I I ISSUE: FOR CONSTRUCTION 11 <br />PROJECT NUMBER <br />201812 <br />DATE 04-03-2019 <br />SHEET NUMBER <br />S1195 <br />