HomeMy WebLinkAboutPROJECT INFORMATIONAluminum Framed Modification
NOTE:
Left & Right Elevations Are
Existing Block Walls ofthe
Residential Dwelling
Material List: 6005A-T61 Alloy
1" x 2" x 0.044" Open Back
2'.. 2" x 0.044" Hollow Tube
2" x 3" x 0.045" Hollow Tube
3" x 3" x 0.125" Column
2" x 7" x 0.055" x 0.120" S.M.B.
3" x 0.030" x 2-Lb. EPS Panel
18'-0"
Screen (TYP.)
T
8'-3"
1
By
A 3" Composite Roof (TYP.)
7" Super Gutter(TYP.)
I"
jj
uminum
V
Fall
1
I
i
3" x 3" Column (TYP.) J
17'-3"
- � 3"-x-3"Columrr(TYP:) - -- - — -
/-- 3" Composite Roof (TYP.)
Kick Plate (TYP.)
r0 11'-6" aTe 11'-6" �1
23'-0"
Front Elevation
This structure has been designed in accordance with the requirements ofthe
2017 Florida Building Code, Sixth Edition - Residential, Chapter 3, Section
R301.2.1. The following wind load requirements, in accordance with 2017
Florida Building Code, Sixth Edition -Building, Chapter 16, Structural Design,
Section 1609 and ASCE 7-10 were employed in the design ofthe structure:
Ultimate Design Wind Speed (Vult 160MPH
3-Second Gust Wind Speed (Vasd 124 MP
Risk Category: I
Wind Exposure Category: D
Applicable Internal Pressure Coefficient: +/- 0.00
Designerior Components &Cladding:
• Walls +/_34.8 PS
• Roof +/-28.8 OF
ioc'q - Off 4te
ST. L'LTCTL' COUNTY BUI
REVIEWED FOR COMP!,
REVIEWED BY
DATE r�
PLANS AND PERMIT M1
OR NO L\SPECTION W1
BE KEPT ON JOB
BE YAADE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER, TO
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"T,��r�t bU FN���EE� e/� topp e�� 4,
"i"N.-ULE nJ�E 1E-RiS O ATTA ,'FRA S
ARE THE WONSIBILITY OF THE
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Revision #1:
5/4/18
Date:
4/10/18
PAGE:
1 of 2
SCALE: 1/4" = 2'
3" Composite Roof (TYP.)
Existing Fascia
U
"Cy
_
Roof Benin Not Shown
�
Attach Composite Panel to Aluminum
for Clmity Prrrpares Only
f-CI
Framing Member Using (1) 1/4' x 4"
Lag w/ 1-1/4" Fender Washer Q 6" O.C.
See "Roof to Benin"
(MAX.) (TYP-)
F".
Caulk All Exposed Screws
Existing Truss Qa
2) 3/8" Diameter Lags with V
ONO
2�'C• (MAX)
.) Fender Washer with 3"
.--r
3" Composite Panel (TYP.)
Side Norch IsAcceprable
5 3/8" x 4' Conusive Resistive
()
(TYP-)
Thread Penetration Into
Existing Truss Tail @ 24" O.C.
M
Thm-Bolts w/ Nuts &Washers (TYP.)
— — —
(MAX) (M.)
,�
:It a
uminum Framing Member (TYP.)
3" x 3" Column (TYP.)
2" x 7" S.M.B. Stitched Together Using
— — —
wCOO
(1) #12 x 3/4" S.D.S. (Qa 18" O.C. (MAX)
Roof to Edee Beam
Top & Bottom CM.)
O a
Post to Beam Connection - Center Notch
7" Super Gutter (TYP.)
2' x 10" S.M.B. Stitched Together Using
mow
O 00
¢ rw
(1) #12 x 3/4" S.D.S. (a) 18" O.C. (MAX.)
Top & Bottom (M.)
Schedule 40 PVC Ferrule
M
bA M C'4
Section A A
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N d, vMi
en .�
v, CD
r
y w a
3' x 3" Aluminum Post CM.)
-- Cd
2" x 10" S.M.B. Stitched Together Using
(1) #12 x 3/4" S.D.S. Qa 18" O.C. (MAX.)
U , "b
y O
Attach Angle to Top Plate Using 2" x 3" Top Plate (TYP.)
(5) #12 x 3/4" S.D.S. (MIDI.)
Each Side (TYP.)
Top & Bottom (TYP.)
Attach Channel to Beam Using
(2) Rows of #12 x 3/4" S.D.S.
yy O
M
(a3 6" O.C. (MAX.) (TYP.)
•�
O >. 4k
Aluminum Base Plate
/1 O
A N a a
-
(2) 3/8" x 4" Corrosive Resistive
.125"' (MIN.) Thickness
3' Composite Roof
P (TS?'•)
Thm-Bolts w/ Nuts & Washers (M
Attach Angle to Column Using
-
— — —
2" x 2" x 1/8" Angle (TYP.)
(5) #12 x 3/4" S.D.S. (MIN.)
— — —
too Roof sing
#12
Each Side (TYP.)
.
— — —
1 x 3�ell
O (� .
(MAX.) Top & Bottom (TYP.)
(2) 3/8" L.D.T. with 3.5" (MIN.)
— — -
-- - —
Embedment Into Solid Concrete
—
-
3" x 3" Aluminum Post
Existing Concrete Foundation (TYP.)
w/ 4" (MIN.) Edge Distance CM.) --
--- 3" x 0.050" Aluminum Channel (TYP.)---
Column to Top Plate
Post to Base Connection
Roof to Beam
Aw
Cd
c�
3• x 3" Column (TYP.)
3" x 3" Column (TYP.)
d
tp
TE'
1/8" Thick Internal Clip (TYP.)
Attach Clip to Upright Using
2" x 3" (TYP.)
1 "x2" open back framing members shall be fastened using (1) 1/4" diameter concrete anchor
(4) #12 x 3/4" S.D.S. (NE N.)
with a minimum 1-3/4" embedment into solid concrete & 3" (MIN.) edge distance Q12" O.C.
Each Side (TYP.)
2" x 2" x 1/8" Angle (TYP.)
) & 4" from each end (TYP.)
Revision #1:
5/4/18
2' x 3" (TYP.)
Date:
Attach Girt to Clip Using
4/ 10/ 18
(2) #12 x 3/4" S.D.S. (MIN.)
Top & Bottom - Each Side (I Jr.)Y
Attach Angle to Girt Using
Attach Angle to Column Using
(3) x 3/4" S.D.S. (MIN.)
Eachh Side (TYP.)
412 x 3/4" S.D.S. (MIN.)
Each Side (TYP.)
PAGE:
Alternate Girt Attachment
Girt Attachment
2 of 2
SCALE: N.T.S.