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<br />CLOSURE AN LE, TYP. HOT -DIPPED GALVANIZED
<br />34 12' - 10") S7T5-16s
<br />S402 S404
<br />1 2ND FLOOR FRAMING PLAN
<br />S203 SCALE: 1/8" = 1'-0"
<br />CANOPY FRAMING NOTES:
<br />1. CANOPY ROOF FRAMING SHALL BE 1 1/2" - 20 GAGE TYPE "B" (WIDE RIB)
<br />METAL DECK SPANNING OVER STEEL CHANNELS PER PLAN
<br />2. DIRECTION OF METAL DECK SPAN SHOWN THUS 4 P ON PLAN.
<br />3. FOR ROOF DRAIN LOCATIONS AND SIZE SEE ARCHITECTURAL DRAWINGS.
<br />FOR FRAMING SEE TYPICAL DETAIL 5-302/S305.
<br />4. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWING S101 & S402.
<br />5. ( ) DENOTES UNDERSIDE OF METAL DECK (U.M.D.) ELEVATION.
<br />6. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
<br />7. + + + + + + + DENOTES FLAT ROOF.
<br />8. COLUMN DESIGNATIONS SHOWN THUS O ON PLAN. FOR COLUMN
<br />SCHEDULE, SEE DRAWING S601.
<br />9. O DENOTES COLUMN STOP AT THIS LEVEL.
<br />10. FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S102.
<br />PRECAST CONCRETE FLOOR FRAMING NOTES
<br />1. TYPICAL FLOOR CONSTRUCTION CONSISTS OF 6" HOLLOWCORE PLANKS
<br />WITH 2" NORMAL WEIGHT CONCRETE TOPPING REINFORCED WITH
<br />6x6xW1.4xW1.4 (FLAT SHEETS) CENTERED IN CONCRETE TOPPING
<br />SUPPORTED ON CMU BEARING WALLS.
<br />2. ALL CONNECTIONS FOR GRAVITY AND LATERAL FORCES SHALL BE BY
<br />DELEGATED ENGINEER FOR PRECASTER.
<br />3. PRECAST SCHEDULE:
<br />MIN. 28 DAYS STRENGTH (PSI) COARSE AGGREGATE
<br />PLANK 5,000 STONE
<br />4. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET
<br />STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL
<br />REINFORCING BARS TO BE WELDED SHALL BE DEFORMED BARS
<br />CONFORMING TO ASTM A706, GRADE 60. WELDING OF REBARS SHALL BE
<br />IN ACCORDANCE WITH AWS D12.1 "REINFORCING STEEL WELDING CODE".
<br />ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE PRIOR
<br />TO POURING CONCRETE.
<br />5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRECAST
<br />COMPONENTS FOR REVIEW BY THE STRUCTURAL ENGINEER BEFORE
<br />PRODUCTION. DRAWINGS SHALL BE SIGNED AND SEALED BY AN
<br />STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.
<br />6. THE CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL AND
<br />ELECTRICAL PLANS TO VERIFY SIZES AND LOCATIONS OF ALL OPENINGS,
<br />REVEAL, DRIPS, BLACKOUTS, INSERTS, ETC. CAST INTO PRECAST
<br />MEMBERS.
<br />7. THE ERECTION WORK AND STRUCTURAL STABILITY DURING THE
<br />CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
<br />8. PRE-ENGINEERED/PRE-CAST CONCRETE STAIRS AND LANDINGS. SEE
<br />ARCHITECTURAL DRAWINGS FOR NON-SKID CRITERIA. CONTRACTOR TO
<br />PROVIDE CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY
<br />A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.
<br />CONCRETE BEAM SCHEDULE
<br />BEAM
<br />BEAM
<br />CONT.
<br />TIE
<br />MARK
<br />WIDTH
<br />DEPTH
<br />REINFORCING
<br />REINFORCING
<br />REMARKS
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<br />(1) #5 EACH FACE MID
<br />DEPTH
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<br />12"
<br />24"
<br />3#6 TOP&BOTTOM
<br />#3 @ 10" O.C.
<br />(1) #5 EACH FACE MID
<br />DEPTH
<br />BM-3
<br />8"
<br />24"
<br />2#5 TOP&BOTTOM
<br />#3 @ 12" O.C.
<br />(1) #5 EACH FACE MID
<br />DEPTH
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<br />1211
<br />24"
<br />2#6 TOP&BOTTOM
<br />#3 @ 10" O.C.
<br />(2) #5 EACH FACE, EQ.
<br />SPACED
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<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 />MASTER,
<br />CONSULTING
<br />ENGINEERS, INC.
<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 />TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC.
<br />STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CA: 8426 PROJ NO. 2049-022
<br />CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE 0 COPYRIGHT 2016
<br />Furr i
<br />Wegman &.
<br />Banks
<br />Architects, P.A. AR0006480
<br />625 EAST ORANGE ST.
<br />LAKELAND,FL 33801
<br />E-MAIL: INFO @F W BARC H ITECTS.COM
<br />WWW.FWBARCHITECTS.COM
<br />PH. 863.688.1211
<br />0 COPY RIGHT 2D21
<br />FURR WEGMAN & BANKS ARCHITECTS PA
<br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE
<br />PROPERTY OF FURR, WEGMAN 8, BANKS ARCHITECTS, PA.
<br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS
<br />AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION.
<br />ALL RIGHTS RESERVED.
<br />�Qgq�o�0000 Lo�fl�Qp���V
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<br />ROBERT L. BELL, P.E.
<br />FL. LIC. No. 74081
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<br />PROJ MGR:
<br />CKD BY:
<br />JOB NUMBER:
<br />21-19
<br />SHEET NUMBER:
<br />S203
<br />
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