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ALUMINUM SCREEN DESIGN
FRONT WALL, BACK WALL & SIDE WALLS TOP
PLATES ATTACH TO ROOF MEMBERS WITH #10 1"
6" FROM ENDS 24" O.C.
2X3 WIND BRACE IS BLIND SCREWED 2X2 PURLINS WILL BE BLIND SCREWED
BEAM IS ATTACHED TO UPRIGHTS TO ALUMINUM STRUCTURE WITH THROUGH ROOF BEAM INTO EMBOSS
WITH (8) #10 1" ON EACH SIDE OF BEAM (3) 910 2", OR TOE NAILED W/ (3) #10 2" WITH (3) 910 3" 1" X .050" GUTTER STRAP 24" O.C. MAX 4" FROM
EACH UPRIGHT SCREWED THROUGH GUTTER INTO
FASCIA WITH #10 2" ATTACHED TO FRONT OF
Ll Ll GUTTER WITH #10 1"
2X6 BEAM ri :
N
aQ. N 2X6 KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL
X UPRIGHT WITH 6 #10 1" SMS ON EACH SIDE 3 INTO THE BEAM 3 INTO THE PURLIN
2 X 2 KNEE BRACE FOR 15'-0" MAX BEAM SPAN EXTRUDED GUTTER IS ATTACHED TO
cn 2 X 3 KNEE BRACE FOR 30'-0" MAX BEAM SPAN FASCIA WITH #10 4" 6" FROM ENDS
Gn 2 X 4 KNEE BRACE FOR 40'-0" MAX BEAM SPAN 24" O.C. INTO RAFTER TAILS
0X
W N
rya KNEE WALL ATTACHES TO STRUCTURAL GUTTER
WITH 4" 2 X 2 X 1/8" ANGLE & (4) #10 1" INTO
GUTTER & BEAM PER SIDE
2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL 2X2 POST .046 OR GREATER
CLIPS WITH (4) 910 1 ", CAPRI CLIPPED WITH (8) 410 1 ", OR BLIND
SCREWED WITH (3) #10 2"
� 2X4 OR GREATER BEAMS UP TO 15' ARE STITCHED HINGE LOCATIONS
TOGETHER WITH #TO-T-6—FRom-ENDS-2
ti
1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" SCREEN DOOR FULL Z OR
TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. DOOR JAM STANDARD DETAIL
2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2)
• #10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON 0" to 36"
2 HINGE DOOR
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
DESIGN STATEMENT MICHAEL THOMPSON
AL SCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005—T5 4401 VINELAI t ' ; .ROAD
AL SCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
_. ' I -\. `l StTITE A6
@YAHOO. C.'' OM 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 ORLA DO, FL'' 32811
PHONE: 407-734-1470 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. ## 47509
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
FAX: 407-73 4-1790 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA93 093 0,
ALUMINUM SCREEN DESIGN
1X2
1X2 TOP PLATE IS ATTACHED TO --'
UPRIGHTS WITH CAPRI CLIP WITH (4)
910 1" OR BLIND SCREWED WITH (2)
910 2" PER SIDE
1X2 BOTTOM PLATE IS ATTACHED
TO CONCRETE WITH 2-1/4" X 1/4"
(5" X 1/4" IF THRU PAVERS TO FOO'
TAPCONS 6" FROM ENDS 24" O.C.
AL SCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
SIDE WALL DETAIL
IX2 TOP PLATE IS ATTACHED TO 2X2
WALL BEAM WITH # 10 2" 6" FROM
ENDS 24" O.C.
N
2X5 UPRIGHT
2X2
1X2 BOTTOM PLATE IS ATTACHED TO
UPRIGHTS WITH CAPRI CLIP WITH (4)
910 1" OR BLIND SCREWED WITH (2)
CABLE DETAIL
1/8" THICK ANGLE BRACKET
ATTACHED TO UPRITE AND
GIRT WITH (6) #10 1"
5/16" EYE BOLT WELDED
CLOSED WITH DOUBLE NUTS
COMPRESSION SLEEVE
I
EACH CABLE WILL SUPPORT
227.5 SQUARE FEET OF WALL
AREA
COPRESSION
SLEEVE
45
11/4"X5 5/8"XI/8" FLAT BAR
1/8" STAINLESS
STEEL CABLE
12' to 14'
ANCHORED INTO CONCRETE 3/4" FROM
TOP AND BOTTOM CONCRETE
WITH (2) 2-1/4" X 1/4" TAPCONS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE
ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELAGNATE ANY DEFICIENCIES ASSOCIATED
WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION
(NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY
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 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 VINFLANi D, ROAD
SUITE A6
ORLANDO, F .,32811
P.E:` # 47509
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THESE PLANS AND ALL PROPOSED WORK � 61Lo �R COtiIPL nrw� ✓ ON
ARE SUBJECT TO ANY CORRECTION$ -LIVED BY
REQUIRED By FIELD INSPECTORS THAT 5
MAYBE NECESSARY IN OpDER TO S AND PER.A-IIT MUST KEPT ON JOB
COMPLY WITH ALL, APPIUC,cC� 000E8, ' L'�SFECTIO WML E �'L-JDE.
CONCEALED FAST ENERS OR A 7,45 MEN T S
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD