HomeMy WebLinkAboutALUMINUM SCREEN DESIGNEXTRUDED FASCIA IS ATTACHED
O 4TH WALL STRUCTURE WITH #10 1"
ALUMINUM -SCREEN -D E--S=lG-N--3-"-INSUL-AT-ED ROORW%TH #10 1' 6TO —6'_ RO_M CHANNEL
C &�TO 3T INSULATED ROOF WITH 6 #10 1" PER SIDE `
FROM ENDS 24" O.C.
RECEIVED _ _
I EXTRUDED GUTTER IS ATTACHED
JUL 2 0 2018 3" INSULATED ROOF WITH 910 1" 6"
FROM ENDS 24" O.C.
ST. Lucie county, Permitter IS ATTACHED TO FRONT WALL
(4) #10 4" PER PANEL
2X2 POST .046 OR GREATER
2 HINGE
2X4 FRONT WALL TOP PLATE
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
KICK PLATE IS ATTACHED TO STRUCTURE
WITH #10 1" 6" FROM ENDS 18" O.C.
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 #10 2" 6" FROM ENDS 24" O.C.
" INSULATED ROOF IS ATTACHED TO
,LUMINUM STRUCTURE WITH #10 4"
" FROM ENDS 24" O.C.
2X4 SIDE WALL TOP PLATE
1X2 IS ATTACHED TO 4TH WALL STRUCTURE
WITH #10 2" 6" FROM ENDS 24" O.C.
DOOR JAMB SIDE WALL UPRIGHTS
CHAIR RAIL IS ATTACHED TO UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO
WITH EITHER: UPRIGHT W/ (2) 910 1" & INTO CONCRETE
BLIND SCREWED WITH (3) 910 3" OR, W/ 2-1/4" X 1/4" TAPCON
CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR I I I 2X2 CHAIR RAl
UPRIGHTS ARE ATTACHED WITH: 1X2 IS ATTACHED TO CONCRETE
BLIND SCREWED WITH (3) 910 2" OR, WITH 2-1/4" X 1/4" TAPCONS
CAPRI CLIPPED WITH (4) #10 1" PER CLIP & (5" X 1/4" IF THRU PAVERS)
BLIND CLIPPED WITH (4) #10 1" PER CLIP 1.. 6" FROM ENDS 24" O.C.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT-MICHAEL,THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALLMNUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
Q@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) SUITE A6
PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH ORI,ANDO, FL 32811
(FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. ' E. # 475 09
FAX: 407-734-1790 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 CA#3 093 0
-- = ALUMINUM SCREEN DESIGN- _ _ _ - _ = _ = - -
3X3 POSTS ARE ATTACHED
OA TO BEAM 2 3/8" X 3-1/2"
CARRIAGE BOLTS TYP.
OB 3X3 POST IS ATTACHED TO
BRACKET WITH (2) 3/8" X 3-1/2"
CARRIAGE BOLTS
BRACKET FROM 3X3 IS ATTACHED
TO WOOD DECK W/ (2) #10 2"
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAELT-HOMPSON
ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELANP� ROAD
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH . '-SUITE 'SUITE A6
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION)
PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH ��' �� FL 32811
(FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 NS FACTOR OCONp�RY 1.E•# 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS PRIOR TO H UP TO A 15FT ROOF MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS , c CA#3 093 OQ