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D
<br />6' - 8"
<br />6' - 811
<br />Wind Zone - North / South Elevation
<br />SCALE: 1/8" = 1'-0"
<br />6'-811
<br />5
<br />Wind Zone - East/West Elevation
<br />SCALE: 1/8" = 1'-0"
<br />EO
<br />LOAD SCHEDULE:
<br />ROOF: DEAD LOAD
<br />METAL DECK JOIST =
<br />15 PSF
<br />ROOFING/INSULATION =
<br />4 PSF
<br />MECHANICAL/HVAC =
<br />4 PSF x
<br />PLUMBING/ELECTRICAL/SPRINKLERS =
<br />7 PSF
<br />MISC. =
<br />5 PSF
<br />35 PSF
<br />LIVE LOAD =
<br />20 PSF
<br />55 PSF
<br />FLOOR: DEAD LOAD
<br />8" PRE -CAST PLANK
<br />W/ 2" TOPPING =
<br />86 PSF
<br />PARTITION =
<br />20 PSF
<br />MECHANICAL/HVAC =
<br />3 PSF
<br />PLUMBING/ELECTRICAL
<br />/SPRINKLERS =
<br />7 PSF
<br />MISC. =
<br />10 PSF
<br />126 PSF
<br />LIVE LOAD
<br />ROOMS =
<br />40 PSF
<br />CORRIDORS =
<br />100 PSF
<br />STAIRS =
<br />100 PSF
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<br />WIND DESIGN DATA:
<br />CODE:
<br />ASCE 7-10 FLORIDA BUILDING CODE, (SIXTH EDITION) 2020.
<br />BASIC WIND SPEED
<br />146 mph (Vult)
<br />113 mph (Vasd)
<br />CATEGORY (RISK)
<br />III
<br />EXPOSURE
<br />C
<br />BUILDING HEIGHT
<br />35ft.
<br />ENCLOSURE CLASSIFICATION
<br />± 0.18
<br />* GLAZED OPENINGS IN RISK CATEGORY II, III, IV LOCATED
<br />IN HURRICANE PRONE REGIONS SHALL BE PROTECTED IN
<br />ACCORDANCE WITH FBC 2020 SEC. 1609.1.2
<br />COMPONENTS AND CLADDING (ULTIMATE) UPLIFT PRESSURE SCHEDULE
<br />MAIN ROOF
<br />PATTERN
<br />ZONE
<br />EFFECTIVE WIND AREA
<br />10 SQ. FT.
<br />20 SQ. FT.
<br />50 SQ. FT.
<br />100 SQ. FT.
<br />500 SQ. FT.
<br />�K
<br />1O
<br />+19 PSF/-76 PSF
<br />+18 PSF/-71 PSF
<br />+17 PSF/-65 PSF
<br />+15 PSF!-60 PSF
<br />+15 PSF/-48 PSF
<br />l`
<br />2
<br />+19 PSF/-100 PSF
<br />+18 PSF/-94 PSF
<br />+17 PSF/-85 PSF
<br />+15 PSF/-80 PSF
<br />+15 PSF/-64 PSF
<br />3O
<br />+19 PSF/-137 PSF
<br />+18 PSFA124 PSF
<br />+17 PSF/-107 PSF
<br />+15 PSF/-94 PSF
<br />+15 PSF/-64 PSF
<br /><`
<br />+ + + +
<br />ov
<br />-126 PSF
<br />-116 PSF
<br />-100 PSF
<br />-87 PSF
<br />-87 PSF
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<br />COMPONENTS AND CLADDING
<br />DESIGN WIND PRESSURE (ULTIMATE) FOR WALLS, DOORS & WINDOWS
<br />EFFECTIVE WIND AREA
<br />PATTERN
<br />ZONE
<br />10 SQ. FT.
<br />20 SQ. FT.
<br />50 SQ. FT.
<br />100 SQ. FT.
<br />500 SQ. FT.
<br />�4
<br />+44 PSF/-47 PSF
<br />+42 PSF/-45 PSF
<br />+39 PSF/-43 PSF
<br />+37 PSF/41 PSF
<br />+33 PSFA37 PSF
<br />5O
<br />+44 PSF/-58 PSF
<br />+42 PSF/-54 PSF
<br />+39 PSF/49 PSF
<br />+37 PSFA45 PSF
<br />+33 PSF/-37 PSF
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<br />NOTE:
<br />1. ALL EXTERIOR DOORS & WINDOW ASSEMBLIES SHALL SATISFY THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (SIXTH
<br />EDITION 2020, SECTION 1709.5). ALL CONNECTIONS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE
<br />PRESSURES INDICATED IN THIS SCHEDULE.
<br />2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY.
<br />3. ALL WIND PRESSURE VALUES INDICATED ARE IN POUNDS PER SQUARE FOOT (PSF). MULTIPLY ULTIMATE WIND PRESSURE BY 0.60
<br />FOR ASD PRESSURE.
<br />6'-8"
<br />5
<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 />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 CONTAJNED 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 />© COPYRIGHT 2016
<br />Furr,
<br />Wegman &
<br />Banks
<br />Architects, P.A. AR0006480
<br />625 EAST ORANGE ST.
<br />LAKELAND, FL 33801
<br />E-MAIL: INFO@FWBARCHITECTS.COM
<br />WW W.FWBARCHITECTS.COM
<br />PH. 863.688.1211
<br />0 COPYRIGHT 2021
<br />FURR, WEGMAN & BANKS ARCHITECTS, PA
<br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE
<br />PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA.
<br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS
<br />AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION.
<br />ALL RIGHTS RESERVED.
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<br />400400
<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 />S102
<br />
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