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SCANNED
BY
St. Luce County
In the event of a can0icl in member sizes shown on
the plans and the general notes, the contractor must
utilize the more srJngent member size requirements, , r
Engineer: Michael Thompson, P.E.475091CA30930
ALUMINUM SCREEN DESIGN
EXTRUDED GUTTER IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
ROOF IS ATTACHED TO FRONT WALL
bhA1Vl 1 V WALL l;U1N1Nht- I It -AN
2X2 RECIEVING CHANNEL IS ATTACHED
_ TO BEAM WITH I LESS #10 V THEN
BEAM SIZE & INTO STRUCTURE WITH
- (4) 2-1/4" X 1/4" TAPCONS, (4) #10 2" IF
TO WOOD OR ALUMINUM STRUCTURE
ALUNIINUMSCREENDESIGN.COM
ALUNIINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
EXTRUDED FASCIA IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
SEE - POST TO BEAM CONNECTION - CENTER NOTCH
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A ISFT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
BEAM
1 {'
MICHAEL THM
4401 VINELAND
SU
ORLANDO, FL 32811
# 4750S
CA#3093C
ALUMINUM SCREEN DESIGN
RNEE9GCElO WlT9FAM
ALUNUNUMSCREENDESIGN. COM
ALUNIINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
xmF:FRovmFaoonuuu
CCXNMEL LO FACIDRY SIZE BEAM
IESIlOd45FCONNECIIDN
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WAND SPEEDS OF 130 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I.
CONTRACTOR SHALLflELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
m
I SUITE A6
ORLANDO, FL 32811
I. I
# 475