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481-11' <br />311 <br />141-011 <br />�-)l 30'-8" <br />311 <br />No. 3,-427 <br />Pr)nf: Tr)P r)[: -Q <br />EL. = 14'-0" <br />CV) <br />0-� <br />e�� <br />ROOFTOPOF <br />EL. = 14'-0" <br />ROOF TOP OF ITEEL <br />EL. = 14'-0" <br />1 --"1 <br />:1. 3 A) <br />r4 <br />��2 <br />8L, <br />oe— <br />ROOF TOP OF TEEL <br />EL. = 14'-0" f <br />SIM. r3 <br />� -2 <br />I <br />i <br />- - - - - - - - - - - - <br />ROOF TOP OF STEEL CY) <br />EL. = 10'-8" <br />�--o <br />/1--e <br />r4 <br />��2 <br />ROO� TOP OF STEEL <br />EL. = 10'-8" <br />13 <br />ROO14 TOP OF STEEL <br />EL. =/10'-8" <br />ROO OP OF STEEL <br />EL. -8" <br />- — - — - — - — -- <br />- — - — - — - — -- <br />0') <br />--A - — - — - — --- <br />I—RIJ 71—r," <br />lop <br />611 <br />6" 2'-2" 21-81le - 71-511 1 1 i <br />231-711 12'-10" 14'-311 141-011 111-011 10'-1 6'-4" 1 12'-10" 1 2T-111 <br />.4 <br />501-211 30'-4" 501-211 <br />12 <br />0 0 (D 0 a a --6 <br />ol <br />1� <br />K, <br />< <br />loll, <br />> <br />< <br />D H 6 C: <br />o�3 <br />H8 <br />DI-18 <br />04, <br />DH8 <br />�3 <br />DH8 <br />H8 <br />-3 <br />H8 <br />QHE( <br />=3 <br />DHb <br />oz <br />3 <br />< <br />DI-16 <br />DI-16 <br />TYPICAL <br />DI-16 <br />DH6 <br />< <br />DI-16 <br />DI-16 <br />DH6 <br />DI-16 <br />SLOPE <br />3' <br />10' <br />DI-16 <br />DI-16 <br />DI-16 <br />DI-16 <br />DH6 <br />DH6 <br />DH6 <br />4, <br />4 <br />'..-�TYPICA <br />DI-16 <br />DH6 <br />DH6 <br />DI-16 <br />6 <br />< <br />DI-16 <br />DH6 <br />DI-16 <br />I <br />DI-16 <br />=�M <br />04 <br />. <br />........... <br />............ <br />........... <br />... ...... <br />6 <br />. <br />....... <br />DI-16 <br />DI-16 <br />DH6 <br />DI-16 <br />10 <br />10 <br />9 <br />DH6 <br />DH6 DH6 <br />DI-16 <br />7 <br />DH6 DH6 DH6 DI-16 <br />............... ...... ...................... <br />..................... ...... ............ <br />10 <br />9 <br />DI-16 <br />DI-16 DH6 <br />DI-16 <br />............ ...... <br />............. ...... <br />........... <br />............. LL" <br />................ <br />.. <br />........... <br />...... <br />J16L6LL6LW""" <br />16W&L6W"" <br />6L6L66666LU"J" <br />616U1W1""4" <br />................ - <br />W16A"416666" <br />.......... ... <br />W"A"166666666 <br />... <br />6 .. 666666WJ.6 <br />................. .. <br />A"46WIW466" <br />J1666"""W" <br />6W.6� <br />................... <br />. <br />6 <br />DI-16 <br />DI-16 <br />DI-16 <br />DI-16 <br />TYPICAL <br />4 <br />\% <br />DH6 <br />DI-16 <br />DI-16 <br />DI-16 <br />4 <br />K <br />DI-16 <br />DI-16 <br />DH6 <br />DI-16 <br />10- <br />— — — <br />— — — -- <br />— — <br />K <br />%%\ <br />SLOPE <br />3": <br />10' <br />7 <br />TYPICAL <br />'��i <br />%, <br />\ <br />DI-16 <br />DH6 <br />DI-16 <br />DI-16 <br />I/ , <br />\% <br />4 <br />< <br />DI-16 <br />DI-16 <br />DH6 <br />DI-16 <br />E3 <br />:< <br />DI-16 <br />DI-16 <br />DH6 <br />DI-16 <br />--.70 <br />7 <br />K" <br />I > <br />"7'--"7— <br />7&- <br />: <br />711 <br />< % <br />71=— <br />7" <br />% — <br />> <br />7" <br />4.2 <br />'7— <br />7:- <br />-T <br />DI-16 <br />—\4- <br />2S <br />I L4� <br />wi 2 -K <br />�7 �%\ % %% <br />, \ <br />DH <br />3 <br />D Hb, <br />— <br />........ <br />04w <br />.................... <br />JLW� <br />WAMIWALU"" A <br />!ILL........... <br />I.I.A.I.L.64JAM.666A." <br />1.611.611J.1.61 . .... <br />A"&66W""1L666 <br />66666WJAM1kWA4" <br />DI-16 I W12 X114 I I PV12 X J4 �.�kI5 DI-16 <br />- — - — - — - — - — <br />13 1 �.2 <br />CID <br />— I <br />0') <br />I- <br />C:) <br />- I <br />C) <br />C) <br />C*4 <br />LO <br />WN <br />�AE <br />F <br />VCG <br />MAIN ROOF FRAMING PLAN - BLDG. A 1 --� <br />y1f = it -� S1.3 <br />SCALE: 8 -001 <br />LEGEND: <br />INDICATES NOTE REFERRAL. SEE CORRESPONDING NOTE. <br />INDICATES DIRECTION OF DECK SPAN. <br />DXX INDICATES HEADERS. SEE NOTE 2. <br />INDICATES ELEVATION OF NOTED COMPONENT RELATIVE <br />TO FINISHED FLOOR ELEVATION = 0'-0" <br />E:--::] INDICATES STUD WALL BELOW <br />INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 12. <br />1E E 0 INDICATES 6" EXTERIOR STUD WALLS. SEE NOTE 13. <br />ROOF FRAMING PLAN NOTES: <br />1 ROOF CONSTRUCTION: STANDING SEAM ROOF PANEL (SEE ARCHITECTURAL <br />DRAWINGS FOR SIZES) <br />A. 6" x 2.5" x 16 GAGE Z-PURLINS @ 5'-0" ON CENTER MAXIMUM. ATTACH TO <br />VERTICAL STUD WITH (8) #12 SCREWS MINIMUM. SPLICE: (8) #12 SCREWS <br />MINIMUM. <br />B. 4" x 14 GAGE STRAP SPLICE: (8) #12 SCREWS MINIMUM ATTACH TO TOP OF <br />Z-PURLIN AND TOP TRACK OF STUD WALL WITH (8) #12 SCREWS. <br />C. 600 S 250 - 97 (HORIZONTAL) + 600 T 250 - 97 (VERTICAL) ALONG INSIDE EDGE OF <br />ROOF. <br />D. SEE ARCHITECTURAL DRAWINGS FOR STANDING SEAM ROOF SYSTEM. <br />2. SEE SCHEDULE OF STEEL HEADERS ON 13 / SO.2 FOR HEADERS OVER OPENINGS <br />BELOW. <br />3. 600 S200 - 54 ROOF PURLINS AT 5'-0" ON CENTER. <br />4. INDICATES INTERIOR SHEAR WALLS BELOW. <br />5. SEE 1 / S13A FOR HIGH ROOF FRAMING. <br />6. 600 S 250 - 54 SUPPORT PURLIN. SEE 6 / S4.2. <br />7. 400 S 250 - 54. SEE 6 / S4.2. <br />8. 400 S 200 - 54 HORIZONTAL. SEE 6 / S4.2. <br />9. 4" INTERIOR STUD WALL FROM SLAB TO BOTTOM OF HIGH ROOF. <br />10. INTERI R N -L D BEARIN WALL FIR M TOP OF SLAB TO B H ROOF. <br />11. ADD ADDITIONAL Z-PURLINS AR 2'-6" ON CENTER IN CORNER ZONE. PROVIDE <br />ADDITIONAL VERTICAL WALL STUDS AT EACH END FOR SUPPORT. <br />12. 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 AND <br />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 1A / S4.1 AND 1 B / S4.1 FOR TYPICAL INTERIOR WALL CONSTRUCTION. <br />D. BRACING: 2" X 14 GAGE FLAT STRAP AT MID POINT OF SPAN. <br />13. 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 AND <br />BOTTOM TRACK. SHEATH ING: 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 />ST,AiTE OF <br />:4 ' R ' V, <br />DNAIL I <br />04-03-2019 <br />Uj w <br />0 LU U- (n :D Ui <br />Uj C� ZD -wi <br />LQ 0- < <br />0 -1 Z' >z- <br />W L, LL- <br />- L= < 'M of < LLLLj <br />z < LU W U F- <br />C T ' I - <br />i F-- 0 LL <br />0 0 <br />CO Cn U 0 O� Z <br />Llj 0<,- 0 < Of j < 0 'L 0 <br />0 Z Z::) 0 0 cr w 0 <br />0 0 F- Of <br />ZO D (/) �- <br />Z LU Z Z �7- 0 <br />0 1-00 <br />w <br />LL 0 <br />U) <br />z >- 'X =Z) LLj Z <br />LU Uj <br /><W�-01-- 0 LLj M-ZV) <br />a� IL U 0 U 0 C� LL- -i = < z Ui <br />0 0 Lu Qf Li-i LU U Z LL- -J OU 0- 0 (D <br />0� �- 0- F-- Q� Z < w ty Lij z <br />LLj [L LLJ 1 < — <br />0 .11: L6 ou� <br />LIJ Uj U of U aW - F- <br />-r ch LIJ ck� C]f < z LLI ('0 < <br />— Lij Of <br />< co < EL i/-5 0 0 �- > 0 <br />a.) <br />cz <br />0 V-4 <br />U <br />N <br />wr <br />L <br />L <br />ISSUE: FOR CONSTRUCTION <br />REVISIONS: I I <br />UMBER <br />PROJECT N 201812 <br />DATE 04-03-2019 <br />SIMET NUMBER <br />bennett&pIess 10 <br />Experience Structural Expertise <br />Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando <br />1964 - 20 19 Celebrating 55 Years <br />of Structural Excellence 03 <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 />