HomeMy WebLinkAboutClaussen Revision info- White Aluminum (05-01-2020) EFILEHOST
WD-3
2
WD-5
2
WD-4
2
WD-1
2
R-1
2
MAXI RAIL
ASSEMBLY
Design Parameters
1.Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2.Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VULT = 150 MPH
3.Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes, Regulation and Standards
1.The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2.AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3.ASCE 7-10
General Notes
1.The contractor shall verify all dimensions prior to construction
2.All work shall comply with all local and regional ordinances.
3.Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects :
1.Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1.Concrete shall conform to ASTM C94 for following components:
1.1.1.Portland Cement Type 1, -ASTM C 150
1.1.2.Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3.Air entraining +/- 1% - ASTM C 260
1.1.4.Water reducing agent - ASTM C 494
1.1.5.Clean Potable water
1.1.6.Other admixture not permitted
1.2.Metal accessories shall conform to:
1.2.1.Reinforcing Bars - ASTM A615, grade 60
1.2.2.Welded wire fabric - ASTM A185
1.3.Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4.Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendations.
1.5.Moist cure or polyethylene curing required.
1.6.Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7.All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
1.8.Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4/W1.4 WWF.
2.Aluminum extrusions shall be 6005 T5 Alloy.
3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4.All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
5.Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6.Door location shall be determined by contractor in the field.
7.When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8.All flashing and waterproofing shall be provided by the contractor.
9.Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10.Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Roof Type
None
Screen Size
None
Foundation Design: Existing 8"x8" Thickened Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spalling, or other deterioration.
ALUMINUM MEMBER DIMENSIONS
2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
HOLLOW SECTIONS
1 x 2: 1" x 2" x 0.040"
1 x 3: 1" x 3" x 0.045"
OPEN BACK SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SNAP SECTIONS
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10"x0.092" x 0.398"
SELF MATING BEAM (SMB)
MINIMUM FASTENER EDGE DISTANCE : 1/2"
MINIMUM FASTENER SPACING : 3/4"
SIMPSON TITEN HD OR EQUIVALENT
CONCRETE SCREW ANCHOR :
ITW BUILDEX OR EQUIVALENT
SHEET MATEL SCREWS (SMS) :
KB: KNEE BRACE
3 x 3: 3" x 3" x 0.125"
4 x 4: 4" x 4" x 0.125"
6 x 6: 6" x 6" x 0.125"
COLUMNS
RC: REC. CHANNEL
SHEET
SE
A
S
I
D
E
E
N
G
I
N
E
E
R
S
Ce
r
t
i
f
i
c
a
t
e
o
f
A
u
t
h
o
r
i
z
a
t
i
o
n
3
2
0
4
8
42
6
5
6
0
t
h
C
o
u
r
t
Ve
r
o
B
e
a
c
h
,
F
l
o
r
i
d
a
3
2
9
6
7
ww
w
.
s
e
a
s
i
d
e
e
n
g
i
n
e
e
r
s
.
c
o
m
-
(
7
7
2
)
2
0
2
-
8
0
0
8
-
i
n
f
o
@
s
e
a
s
i
d
e
e
n
g
i
n
e
e
r
s
.
c
o
m
Pr
o
j
e
c
t
A
d
d
r
e
s
s
:
Cl
a
u
s
s
e
n
R
e
s
i
d
e
n
c
e
10
7
2
5
S
O
c
e
a
n
D
r
i
v
e
L
o
t
2
2
3
Je
n
s
e
n
B
e
a
c
h
,
F
l
o
r
i
d
a
3
49
5
7
Wh
i
t
e
A
l
u
m
i
n
u
m
Ed
w
a
r
d
R
o
s
k
e
PE
#
7
2
2
2
8
1
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
0
5
/
0
1
/
2
0
***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
7 3 4" MAX.
RISER HEIGHT
1" NOSING
11" MIN. TREAD DEPTH
DECK STAIRS
SCALE: NTS
WD-5
2
JOIST ATTACHMENT TO RIM JOIST OR LEDGER
SCALE: NTS
WD-3
2
ANGLED JOISTS: SIMPSON LS70Z (LS50Z FOR 2X6 JOISTS)
JOISTS AT EDGE: SIMPSON LUC28Z (LUC26Z FOR 2X6
JOISTS)
TYPICAL JOIST: SIMPSON LUS28Z (LUS26Z FOR 2X6
JOISTS)
COLUMN PER PLAN
DECK FRAMING PER PLAN
(2) 1/2" DIA. THRU BOLTS
WITH FENDER WASHERS.
DO NOT OVERTIGHTEN
FRONT VIEW
SIDE VIEW
WD-1
2
COLUMN TO WOOD DECK CONNECTION
SCALE: NTS
JOIST
DECK BOARDS PER PLAN. SPACE FOR 1/8" FINAL GAP.
ADJUST FOR PT DRYING AND SHRINKAGE.
#10 x 2-1/2" 305SS DECK SCREWS FLAT HEAD
DECK ATTACHMENT
SCALE: NTS
WD-4
2
MAX SPACING BETWEEN POSTS = 8FT
MI
N
.
3
6
"
R
E
S
I
D
E
N
T
I
A
L
,
42
"
C
O
M
M
E
R
C
I
A
L
,
48
"
P
O
O
L
B
A
R
R
I
E
R
PICKETS PER PLAN
TOP RAIL PER PLAN
POSTS PER PLAN
BOTTOM RAIL PER PLAN
4"
MAX.
4" MAX. (2" POOL BARRIER)
TYPICAL RAILING PROFILE
SCALE: NTS
R-1
2
SHEET
SE
A
S
I
D
E
E
N
G
I
N
E
E
R
S
Ce
r
t
i
f
i
c
a
t
e
o
f
A
u
t
h
o
r
i
z
a
t
i
o
n
3
2
0
4
8
42
6
5
6
0
t
h
C
o
u
r
t
Ve
r
o
B
e
a
c
h
,
F
l
o
r
i
d
a
3
2
9
6
7
ww
w
.
s
e
a
s
i
d
e
e
n
g
i
n
e
e
r
s
.
c
o
m
-
(
7
7
2
)
2
0
2
-
8
0
0
8
-
i
n
f
o
@
s
e
a
s
i
d
e
e
n
g
i
n
e
e
r
s
.
c
o
m
Pr
o
j
e
c
t
A
d
d
r
e
s
s
:
Cl
a
u
s
s
e
n
R
e
s
i
d
e
n
c
e
10
7
2
5
S
O
c
e
a
n
D
r
i
v
e
L
o
t
2
2
3
Je
n
s
e
n
B
e
a
c
h
,
F
l
o
r
i
d
a
3
49
5
7
Wh
i
t
e
A
l
u
m
i
n
u
m
Ed
w
a
r
d
R
o
s
k
e
PE
#
7
2
2
2
8
2
0
5
/
0
1
/
2
0