HomeMy WebLinkAboutGANNON ENGINEERING PAGE 1A.I!I:!licable Codes,Regulations,and Standards
I.The 6th Edition (2017)Florida Building Code,specifically Chapter 16 Structural Design,
Chapter 20 Aluminum,and Chapter 23 Wood.
2.AA ASM 35 and AA ADMI Specifications for Aluminum Structures,Pall I-A of the
Aluminum Design Manual prepared by TIle Aluminum Association.and the AAF Guide to
Aluminum Construction in High Wind Areas.
3.ASeE 7-10.
Loading C.·iteria
I.Live Load:10 PSi?per 6th Edition (2017)Florida Building Code,Appendix I Section
105.1
2.Dead Load:2 PSF
3.Wind Load:--
3.1.Building Occupancy Category,Section 1604.5 and Table 1604.5:Risk Category 1.
3.2.Ultimate Design Wind Speed:VlU =150 MPH,Nominal Design Wind Speed:VASD
=116MPH
3.3.Exposure Category,Section 1609.4.3:Exposure B
3.4.Screen Enclosure Section 2002.4
4.Building Category for Aluminum Structures,Section 2002.6:Category Type 1 -Screen
R0!lm:Non-Habitable,Unconditioned
RoofTyp!!
I.Roof Type:MONOSLOPE
2.Roof Material:3"x 48"x 0.024"Structall Composite Panel,1.0 #density foam,
Florida Product Approval Number FL 21443-R3.
Foundation Design
New Type II 4"Monolithic Concrete Slab -8"x 8"w/(l)#5 Cont.31"overlap at jOints
on 3"chairs and poured wi 2,500 PSI eon crete.The foundations are based on a
minimum soil hearing pressure of 1,500 psf.
Specifications
The following specifications are applicable to this project:
I.All work shall be in accordance with the 6th Edition (2017)Florida Building Code,and
any other applicable local codes and regulations,
2.Aluminum extrusions shall be 6005 T5 Alloy.Due to quality control issues,no
manufacturer substitution is acceptable without the specific written,signed and sealed
authorization of Florida Aluntinum Engineering,Inc.
3.Screen material shall be 18/14 screen unless approved by Florida Aluntinum Engineering,
Inc.
4.Fasteners are required to be corrosion resistant,ntinimum SAE Grade 2 or better zinc
plated to ASTM B633,or coated stainless steel series "300",or uncoated stainless steel
series "400".
5.Approved concrete screw anchors to be Simpson Titen-lID or equivalent.
6.All Self Mating Beam Sections are to be stitched with either #14 screws 6"from ends and
24"center to center or #12 screws 6"from ends and 12"center to center.
7.Where concrete specifications are required,whether in the screen enclosure scope or not,
by one or more regulatory agency,the following specifications are applicable:
a.Concrete shall conform to ASTM C94 for the following components:
i.Portland Cement Type 1,-ASTM C 150
ii.Aggregates -Large Aggregate 3/4"max -ASTM C 33
iii.Air entraining +/-1%-ASTM C 260
iv.Water reducing agent -ASTM C 494
v.Clean Potable water
vi.Other admixtures not permitted
b.Metal accessories shall conform to:
i.Reinforcing Bars -ASTM A615,grade 60
ii.Welded wire fabric -ASTM A185
c.Concrete slump at discharge chute not less than 3"or more than 5".Water added
after hatching is not permitted.
d.Prepare and place concrete per American Concrete Institute Manual of Standard
Practice,Parts 1,2,and 3 including hot weather recommendations.
e.Moist cure or polyethylene curing permitted.
f.Prior to placing concrete,treat the entire subsurface area for termites in compliance
with the FBe.
g.Concrete shall be placed over a polyethylene vapor barrier,
h.All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
8.All flashing and weatherproofing shall be provided by the contractor.
9.Door location shan be determined by contractor in the field.
10.Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.
'(
~r
bILn
2X3XO.050
•oILn
J~L-7'-3"--,f-
fl
II
IIr
'I
1X2
16"ALUMINUM
KICKPLATE(TYP)
I
~.•.-."#h"..-S V ••~~.'S CJ:"C'?!q;•••C/)<V "'<t
:t z:0=0.::LU <0 ••iu!~()""'"I-o~~,=,(/)'.r.«'2:~4..'/0 I-<r »:~.&.•.••Z (J)«...~i
~'p ••~-~~OL."'".•••••~~J;""'Y-<•••••••••0«'~...-;.J
~""~~~1It."•••'III.~\••~-",""'\\\~
LLo
DATE DRAWN
11/16/20
N
o
N
I
~
•...
J:C;
~8c
c~c;2iXu.U.
2e2U.
;;!;:
~
;oj
<ICitc
LL
LL
~C
2
N C'"U-
o CI:z s<.J 0:U.:::J C.;:s 2U.w J:VIz ~wu:::J U.
~~a:!:
~CJ:•...
3:+0:<IC.~
0:CU.
C§~
Cu.~
CC0:C.u.
0:
U.
0:
~t2
2X3-'
END
BEAM
3"X48"XO.024"
1.0#DENSITY FOAM
COMPOSITE PANELb
I"<xl
."==l .I --===:=J
l
1'-0"3"X48"XO.024"
.0 DENSITY FOAM
COMPOSITE PANELr
h
.1 •f'-."<l-
I
<,
"
I
a:
LU LU
LU 0.:z
(!)~~
Z LUg
LU zo::t....I a:#<t <toz,2
0 Q.UJ
Vi V)Vl
V)<tt5
LU ::;E!::!u..
0
0 .....•
a:J:
Q.I-
~,::>u ~..••.ZN=-~~l!J"~"'~~::>Z~~~;j:-.J -Q::.J"""'"
<C 0:::I;;u,~~W a:«~~<C W ~~~~o Z ~~;j~__:;t-u.0:::(!)MoZ@...J IIIu..W
V)
V)
W f-a:wowog:<C (/)w
'--IOr-f-0::
UZOl~NWO~o...co
...,Z(/)f-~o Z~o::(")0:::<"<t 0 ...J
Q.<.9 N LL LL
DRAWN BY
TP
A-1