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In the event of a conflict in member sizes shown on
the plans and the general notes, the contractor must
utilize the more stringent members:ze requirements.
Engineer. Michael Thompson, P.E.47509/CA30930
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119'reer Michael Thompson, P.E.47509/CA30930
EXTRUDED FASCIA IS ATIACHED 3" C CHANNEL IS
D TO WOOD STRUCTURE WITH #10 2"
ST
ALUMINUM SCREEN DESIGN 3" INSULATED ROOF WITH #10 1" 6T0 6" FROM ENDS NDS 4'�O.C.. &ITH O 3" INSULATED ROOF WITH (6) #10 1" ER 8 DE DS
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) 910 4" PER PANEL
EXTRUDED GUTTER IS ATTACHED TO
SUPPORT BEAM WITH #10 1" 6"
FROM ENDS 24" O.C.
2X2 POST .046 OR GREATER
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
0" to 36"
2 HINGE DOO
t —3EACH DOORIS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
SEE POST BASE DETAIL
ALUMD, UMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
4X4 POSTS ARE ATTACHED
TO 2X8 BEAM 2 3/8" X 4 1/2"
1X2 IS ATTACHED TO 4X4 POST
3" INSULATED ROOF IS ATTACHED TO
ALUMINUM STRUCTURE WITH #10 4"
6" FROM ENDS 24" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) 910 1" PE.
IX2 IS ATTACHED TO WOOD STRUCTURE
WITH #10 2" 6" FROM ENDS 24" O.C.
2X5 SIDE WALL UPRIGHTS
CHAIR RAIL IS ATTACHED TO UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO
WIH EITIIER: UPRIGHT W/ (2) #10 1" & INTO CONCRETE
BLIND SCREWED WITH (3)4I03" OR, W/ 2-1/4" X 1/4" TAPCON
CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR 2X3 CHAIR RA
BLIND CLIPPED WITH (4) #10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 2" OR,
CAPRI CLIPPED WITH (4) #10 1" PER CLIP &
nT n. IT mnnr, llTTIT /A\ 41 I. 1" nnn IT m
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 I/8" CONCRETE EMBEDMENT DEPTH
1X2 IS ATTACHED TO CONCRETE
WITH 2-1/4" X 1/4" TAPCONS
(5" X 1/4" IF THRU PAVERS)
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 150 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT 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
MICHAEL THOMPSON
4401 VINELAND; ROAD
SUITE A6
FL 32811
P.E. # 47509
UMINUM SCREEN DESIGN
PIER DETAIL
D,YAHOO.COM
HONE: 407-734-1470
AX: 407-734-1790
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
FIBER MESH, VAPOR & TERMITE PROTECTION (IF REQUIRE]
CONCRETE SHALL BE A MINIMUM OF 3000 PSI
FOR COVERED STRUCTURES, CONTRACTOR SHALL
-SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE
MICHAEL THOD
4401 VINELAND
SUITE A6
ORLANDO, FL 32811
# 47
s
"ALUMINUM SCREEN DESIGN
#5 REBAR DRILLED & EPDXIED
INTO EXISTING CONCRETE
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
FIBER MESH, VAPOR & TERMITE PROTECTION (IF REQUIRE
CONCRETE SHALL BE A MINIMUM OF 3000 PSI
FOR COVERED STRUCTURES. CONTRACTOR SHALL
SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE
MICHAEL THW
4401 VINELAND
SUITE A6
ORL iBD, FL 32811
P.E. # 47509
CA#3093Q