HomeMy WebLinkAboutAluminium Screen Design PlansROLL
FASCIA
3" C CHANNEL IS
D TO WOOD
WITH #10 2"70
ALUMINUM SCREEN DESIGN PAN ROOF WITH #10 1S 6' FROM ATTACHED TO 6" FROM ENDS 24" O.C. &ITO 3" PAN ROOF WITH ( STRUCTURE 01' PER PANNEL ADS
ENDS 24" O.C.
ROLL FORM GUTTER IS ATTACHED TO u
3" PAN ROOF WITH #10 1" 6" FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) #10 1" PER PAN
2X2 POST .046 OR GREATER
2X3 FRONT WALL TOP PLATI
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.I
(OPTIONAL) KICK PLATE IS ATTACHED TO
STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C.
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 40T7341470..R _
FAX: 407-734-1790
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
1X2 IS ATTACHED TO FRONT WALL
WITH 910 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) #10 3" OR,
CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR
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 &
BLIND CLIPPED WITH (4) #10 1" PER CLIP
3" PAN ROOF IS ATTACHED TO
ALUMINUM STRUCTURE WITH #10 1"
6" FROM ENDS 24" O.C.
SIDE WALL TOP PLATE
1X2 IS ATTACHED TO WOOD STRUCTURE
WITH #10 2" 6" FROM ENDS 24" O.C.
2X3 SIDE WALL UPRIGHTS
2" X 2" X 1/8" ANGLE IS ATTACHED TO
UPRIGHT W/ (2) #10 1" & INTO CONCRETE
W/ 2-1/4" X 1/4" TAPCON
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
2X2 CHAIR RAIL
1X2 IS ATTACHED TO CONCRETE WITH:
2-1/4" X 1/4" TAPCONS OR 5" X 1/4" IF THRU PA`
OR #10 2" IF TO WOOD DECK 6." FROM ENDS 24"
THIS STRUCTURE HAS BEEN DESIGNED.IN.ACCORDANCE TO MEk-T THE REQUIREMENTS OF THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES'A1VD SHALL WTI•H 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 TH,OMPSON
4401 VINELAND ROAD
SUITE A6
47509
30930
ROLL FORM FASCIA IS 3
" C CHANNEL IS ATTACHED TO WOOD STRUCTURE WITH 910 2" TO STUDS
ALUMINUM SCREEN DESIGN ATTACHED TO PAN ROOF 6
WITH #10 1" 6" FROM 6 FROM ENDS 24 O.C. & TO 3 PAN ROOF WITH (4) #10 1 PER PANNEL
ENDS 24" O.C.
ROLL FORM GUTTER IS ATTACHED TO
3" PAN ROOF WITH #10 1" 6" FROM ENDS 24"
ROOF IS ATTACHED TO SUPPORT
BEAM WITH (4) #10 1" PER PAN
BRACKET FROM 3X3 IS ATTACHED
TO CONCRETE WITH (2) 1/4" X 2"
TAPCONS TYP. ((2) 1/4" X 5"
TAPCONS IF THRU PAVERS)
((2) 910 2" IF TO WOOD DECK)
ALUMWUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM _..._
PHONE-7-S 1470
FAX: 407-734-1790
PTIONAL) BEAM TO WALL (:UNNEU11UN
3X3. POSTS AREATTACHED
TO 2X3 BEAM (2) 3/8" X 3 1/2"
3X3 POST IS ATTACHED TO
BRACKET WITH (2) 3/8" X 3
1/7"!' AD DT A I= nCIT TQ
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175
ALL TAPCONS SHALL PROVIDE NIIAIIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED. IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND -SEMI -OPEN StkbCTURES 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
2X2 RECIEVING CHANNEL IS ATTACHED
TO BEAM WITH 1 LESS 910 1" THEN
BEAM SIZE & INTO STRUCTURE WITH
(4) 2-1/4" X I/4" TAPCONS, (4) #10 2" IF
TO WOOD OR ALUMINUM STRUCTURE
MICHAEL THOMPSON
4401 VINELANDROAD
SUITE A6
ORLANDO, FL, 2 11
E'# 47509
CA##30930