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METAL PANELS BUILDING ELEVATION
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VARIES (10'-0' MAX)
1�REVISED: 06-13-14
WIND DESIGN CRITERIA CHART
EXISTING ROOF RISK CATEGORY II
(8)#10 FLATHEAD WIND VELOCITY (mph) 130
0 3 M A SCREWS @ EA PANEL EXPOSURE CATEGORY B
CV PAN FORCE COEFFICIENT Cf 1.8
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(8)#1 0 FLATHEAD o 'Oe e u Po
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SCREWS @ EA PANEL) Q lon j pone I leA51k, / / 3 MIL MAX METAL IDIN RICHARDSON
rP , 16,)ol / PANELi ENGINEERING
SEALED BY RICHARD B.RICHARDSON,P.E.
131 ZELMA STREET
TYP MAX METAL PANEL ELEVATION ALUM FLASHING w/ (8)#10 FLATHEAD ORLANDO)4 5-4002 2803
SCREWS @ EA PANEL LIC#:000123807425-40D#:EB26251
SCALE:%" = 1'-0" #10 TEK SCREWS 1 ROOF FASCIA COVER
PROJECT: 1079 ATLANTIC BLVD
1 TYP SECTION @ ROOF FASCIA ATLANTIC BEACH, FL
1 CLIENT: GENERAL SIGN
1 SCALE: 3" = l'-O" JOB#: 140324 DATE: 05-06-14
SHEET: 1 OF 1 DRAWN BY: CAS
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