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m <br />a <br />0 <br />N <br />11 <br />11 <br />SIM. <br />IS,I I I I I S1 I I <br />ROOF FRAMING PLAN <br />SCALE: 1/8" = 1'-0" <br />ROOF FRAMING NOTES: <br />1. ROOF FRAMING SHALL BE 1.5" - 20 GAGE TYPE "B" (WIDE RIB) METAL DECK <br />SPANNING OVER OPEN WEB STEEL JOIST SPACED @ 5'-0" O.C. (U.N.O.). <br />2. DIRECTION OF METAL DECK SPAN SHOWN THUS ON PLAN. <br />3. FOR ROOF DRAIN LOCATIONS AND SIZE SEE ARC�RAL DRAWINGS. <br />FOR FRAMING SEE TYPICAL DETAIL 5-302/S305. <br />4. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWING S101 & S305. <br />5. ( ) DENOTES UNDERSIDE OF METAL DECK (U.M.D.) ELEVATION. <br />6. JOIST MANUFACTURER TO DESIGN JOIST FOR THE UPLIFT FORCE SHOWN <br />ON THE LOADING SCHEDULE AND PROVIDE CERTIFICATION THAT CHORD <br />MEMBERS HAVE BEEN INVESTIGATD FOR REVERSE STRESSES DUE TO <br />ALL UPLIFT FORCES. ADDITIONAL BRIDGING SHALL BE PROVIDED AT THE <br />FIRST INTERIOR BOTTOM CHORD PANEL POINT OF ALL JOISTS SUBJECT <br />TO NET UPLIFT PER STEEL JOIST INSTITUTE. <br />7. FRAME ALL JOIST BOTTOM CHORD MEMBERS TO BEAM BOTTOM <br />FLANGES. INSTALLATION TO BE DONE AFTER ALL DEAD LOADS ARE <br />APPLIED. <br />8. RAIN LEADER SHOWN THUS (2) R.L. ON PLAN. SEE PLUMBING DRAWINGS <br />FOR SIZE AND LOCATIONS. <br />9. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. <br />10. FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S102. <br />WALL SCHEDULE <br />TYPE <br />DESCRIPTION <br />W8-5-16S <br />8" CMU WALL REINF. W/ #5 AT 16" O.C. <br />W12-5-32S <br />12" CMU WALL REINF. W/ #5 AT 32" O.C. <br />TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE <br />STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING <br />CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE <br />T/CMU <br />35' - 4" <br />S2 <br />S401 <br />ROOT ACCESS <br />S5 <br />S403 <br />T/CMU <br />39' - 4" <br />MASTER <br />STRUCTURAL CONSULTANTS <br />5523 WEST CYPRESS ST., STE.200 <br />TAMPA, FLORIDA 33607-1735 <br />P 1813.287.3600 F 1813.287.3622 <br />www.mcengineers.com <br />THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY <br />OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, <br />COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN <br />AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. <br />CA: 8426 PROJ NO. 2049-022 <br />0 COPYRIGHT 2016 <br />CONSUL <br />ENGINEE <br />ING <br />RS, INC. <br />Furr, <br />Wegman & <br />Banks <br />Architects, P.A. AR0006480 <br />625 EAST ORANGE ST. <br />LAKELAND, FL 33801 <br />E-MAIL: INFO@F W BARCH ITECTS. COM <br />W W W.FW BARCH ITECTS.COM <br />PH. 863.688.1211 <br />® COPYRIGHT 2021 <br />FURR, WEGMAN & BANKS ARCHTECTS, PA <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE <br />PROPERTY OF FURR, WEISMAN & BANKS ARCHITECTS, PA. <br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS <br />AUTHORIZED WTTHOUTSPECIFIC WRITTEN PERMISSION. <br />ALL RIGHTS RESERVED. <br />ppppppo00�440pyflQQ <br />000 <br />E N s - ."g °°°a <br />a <br />" O' <br />P <br />� <br />!181 <br />a-0; ; �o <br />E � <br />O OF p <br />o . . <br />•: <0 1 o'?, <br />©���8 <br />�o40 4� <br />ROBERT L. BELL, P.E. <br />FL. LIC. No. 74081 <br />J <br />z <br />0 <br />H <br />w <br />w <br />Cn <br />rD <br />I <br />z <br />0 <br />a <br />U <br />w <br />0 <br />z <br />0 <br />U) <br />w <br />w <br />0 <br />aIN <br />C") <br />d' <br />u-, <br />Cfl <br />I,- <br />N <br />O <br />N <br />ti <br />N <br />00 <br />O <br />W <br />Q <br />z <br />W <br />U <br />Z <br />Z <br />o <br />U0 <br />o <br />0 <br />J� <br />U <br />Z <br />CO <br />� <br />V <br />zZ <br />L0 <br />o <br />Dw M <br />U <br />LL <br />�� <br />O <br />o <br />LL <br />cn <br />zJ <br />0- <br />O <br />rl- <br />0 <br />00 < 1 <br />w <br />O <br />> <br />= <br />a <br />UJ coo N <br />�- <br />PROJ MGR: <br />CKD BY: <br />JOB NUMBER: <br />21-19 <br />SHEET NUMBER: <br />S205 <br />