HomeMy WebLinkAboutConstruction PlansOwner: D'Andrea
Address: #18 Lake Vista Trail
Unit # 205
Port St Lucie, Florida
Wind Zone: 150
Exposure: C
Risk:l
Avg Mean Roof Ht: 25'
20.00'
Existing
Host
Struat.
Proposed Existing
Sun Room Shed
- 14M -6M-�
MIN.
FRONT,
SIDES_
CNR S:
TECH
File Copy
South Florida Aluminum Products
Applicable Codes. Regulations, 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 Structures, Part 1-A of the Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and
the Guide to Aluminum Construction in high wind areas, 2010.
3. ASCE 7-10.
Loading Criteria
1. Live Load: N/A
2. Dead Load: N/A
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. Ultimate Design Wind Speed: VmT =150 MPH Nominal Design Wind Speed: Vaso =
116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
4.4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass
Room: Non -Habitable, Unconditioned
Scone of W ork:
Does not include analysis of existing structure.
RoofType
1. Roof Type: N/A
2. Roof Material: N/A
Foundation Design
Existing concrete slab. No additional concrete footing or slab is required to resist the
loads imposed upon the existing slab by the proposed construction if the existing slab Is a
minimum of thick and in sound condition, free from structural cracking, spelling, or
other deterioration.
Specifications
The following specifications are applicable to this project:
1. 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 seated
authorization of Florida Aluminum Engineering, Inc.
3. Fasteners are required in be corrosion resistant, minimun SAE Grade 2 or bens zinc plated
to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series
"400".
4. Approved concrete screw anchors to be Simpson Titers -HD or equivalent.
5. 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.
6. Door location shall be determined by contractor in the field
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
ih. 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 toss than 3" or more than 5". Water added
after hatching is not permitted.
it. Prepare and place concrete per American Concrete hnstimte Manual of Standard
Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene outing permitted.
f Prior to placing concrete, treat the entire subsurface area for termites in compliance
with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
IL All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
8. All lumber and plywood shall have grade marks and treatment identification and Shall
conform to the following:
a. Framing lumber shall be minimum no.2 southern yellowpine, and have a maximum
moisture content of 15%.
b. Pressure treatments shall be osmosalts, canvass k-33, wonansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated
with a cca salt treatment in accordance with fs. t-w-571 and bear the American
Wood Preservatives Inumne quality mark Ip-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30N felt
paper, 10 mil polyethylene sheet or equivalent material.
9. Contractor shall provide Florida Product Approval information as to the exact window being
utilized for this project, including manufacturers specifications, and installation methods for
anchoring the submitted windows to alum members and specific sizes as indicated on A-1.
10. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as
required by the window manufacturers recommended procedures.
11. All glass panels within 24" of a door opening shall be of tempered glass per
FBC-R308.4
12. All flashing and weatherproofing shall be provided by the contractor.
13. Use of these plans acknowledges and accepts a limit of fiability not to exceed design and
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBS=
AND GOOGLE EARTH.
r,t
O O
U X 7
1X3RC
U
Elf
rM
X
7'-5„ ---------
TEMPERED
COMPONENTS & CLADDING - VASD
DESIGN PRESSURES FOR WINDOWS / DOORS:
+32.8 PSF / -43.9 PSF
FLORIDA PRODUCT APPROVALS
WINDOWS: PGT HR-5410 SERIES - FPA# FL 1844.2-R24
PGT PW-5440 SERIES - FPA# FL-5012.4-R21
14'-0" �I
B- B_
A-2 A_2
1X3RC W
1X3RC W/
1X3RC W/
2X31NSERT,n
2X31NSERTLo
2X31NSERTr
N
•-4
W
O
O
C
U Z
r-
A-2 X
X
M
N
2X3X0.125
2X3X0.125
2X3X0.125
1X3RC W/
1X3RC W/
1X3RC W/
2X31NSERT
2X31NSERT
2X31NSERT
A-2
4'-42" 4'-41. 4'-411,
14'-0"
REVIEVNED I
CODE CO�PLI E CO T�I
Si. LUBOCC
allot- 0266 �ylZoav
File Copy
%0,
�f "4r
,V.
Q (�(`
2
0
•�
: 2 �
d W �
:U
* F 4
2
4 O.100
a :iZ
4(1
W ui
W
W d
Z
Z
W Z a
Z Q Z
O to
7A
in Q w
w 2J
LL O
W =
a F-
MU o
Z_Z Z
nZ��
Q w �dm�
Q W ia__
O W 1
LL
lA
In
W
K
Fa
W
K
G.
J
J
LL
W
la- U
Z '5
agz0
O - Da
TP
01 /06120
A-1
ALUMINUM MEMBERS DIMENSIONS
1/11111
*Ilp
HOLLOW SECTIONS
,'VIP
�I
2x 2: 2"x2"x 0.046"
,♦♦♦♦♦,
`♦��., •'
•. ••
2x 3: 2"x3"x 0.050"
`�_
2x4: 2"x4"x 0.050"
HEADER:
CONC.'e
'It
6••• y
2x5: 2"x5"x0.050"
1/4"x T'CONCRE7E
:,co
2
O I
SCREWANCHOR 024"O.C. : Z
. J
OPEN BACK SECTIONS
WOOD HEADER:
IL W
F Q c
1 x 2: 1"x 2" x 0.040"
UPRIGHT
#10 z T WOOD SCREWS
: L)
¢ Q
I x 3: 1"x 3" x 0.045"
012 O.C.
EXISTING i (n /
HEADER
Z
F �•.
2"x Tx 1/8"ALUM ANGLE
�••,%
l�
SNAP SECTIONS
2x 2 Snap: 2"x2"x0.045"
LANGE ACHS"EAOH••...
FLANGE EACH PIRD GOT
_ __
We •.
we, /),.(
••••.. ♦`
2 x 3 Snap: 2" x 3" x 0.050"
112"x31/e"z0.08T'ALUM
/
,,,��I//
�Q
Q
2 x 4 Snap: 2" X 4" x 0.045"
2" 3" 0.125^
W#S x 3 d" VING CHANNEL
O.C.
4.3RE
*11111♦SELFMATING(SMB)
z x
INSERT
2AzH SIDE OF PANEL INTO2X48MB:
2"x4" x 0.044"x 0.100"
2X5SMB: 2"x5"x 0.050"x 0.100"-------
WWW2x6SMB:
-- - --
- — ------
2"x6"x0.050"x0.120"
2x7SMB: 2"x7"x0.057'x0.120"
Z
�! `\, \ \�
2X8SMB: 2"x8"x0.072"x0.124"
\
CHANNEL
1
Z
2 x 9 SMB: 2" x 9" x 0.072"x 0.124"
MOD
2x10SMB: 2"x10"x0.092"x0.398"
#10x2"WOODSOREWS
J 3F
@ t2" O.C.
Q
MINIMUM FASTENER EDGE DISTANCE: 1/2!'CONC:
I
z Z
MINIMUM FASTENER SPACING: 3/4"
SCREW ANCHOR @ 24" O.0 f
0 N Z
CONCRETE SCREW ANCHOR:
1"z 3" RECEIVING
U-
W O U
SIIvfPSON TITEN HD OR EQUIVALENT
7/4"DIA x2"CONCRETE
CHANNEL
11 J
SHEET METAL SCREWS(SMS):
SCREW ANCHOR @ 24" O.C.
EXISTING HOST
0
ITW / BUH,DEX OR EQUIVALENT
d F
n
z
B POST TO CONCRETE DETAIL
B-I
Z
c
A-2
SCALEiMS
1X3 RECEIVING CHANNEL TO HEADER DETAIL
z
A-2
SCALE: MS
z m
a W
QW= ==w
0 z
E~
oz s
LL
CONC, HEADER:
V4"x T'OONCRETE
SCREW ANCHOR @ 24" O.C.
W000 HEADER'
/
#10 x 2" WOOD SCREWS
@ 12. O.C.
I
v
#12 x 3/4" SMS THRU RC
INT03"x EACH SIDE AT
16'0. C. 3-FROM
CONCRETE
��
SEE DETAIL GA-2 FOR
OPTION 2:
CONNECTION OF CHAIR
0.040" x 11/2'x 21/W x 111T
'
RAIL MEMBER
W J_
INTERNAL ALUM RECEIVING
\�
-----
rCHANNELW/ (3) #10 x 3/4"INTO GIRT EACH FACE & (3)
/ #10x3/4'INTO UPRIGHTo
-----
/
11f2'x31/8"x11/2^x0.062"
Of
Q ~ W
In 0
b 5;LO
o
112"x 3118"x 0.08T'ALUM
2"x3"RECEIVING CHANNEL
INSERT
INSERT
W/#12x3/4"SMS@6'0.C.
/
ALUM RECEIVING CHANNEL
W W y
EACH SIDE OF PANEL INTO
— — —
— — — —
/
ALONG SIDE OF HOST WALL
ATTACHED W/
p12Q F
O Z
Tx T'x 1/8"ALUM ANGLE
2"x3"x0.125"
/
CONC:
Q ro Z O
W/ (4) #id x 5/8" EACH
CHAIR RAIL MEMBER
VG" DIAx 1 1/2" CONCRETE
d O Z) (L
FLANGE EACH SIDE OF
SCREW ANCHORS AT IB"O.C.
DRAWN BY
UPRIGHT
2"x PATIO
WOOD;
EXTRUSION
V4" DIAx 1 1/2" LAG SCREWS
TP
UPRIGHT
yll
✓
AT 16"O.C.
DATE DRAWN
01/06/20
REVISION
SLA&FOOTING
SEE PLAN
B-2 POST TO HEADER DETAIL
C
4
SHEETNO:
A-2 SCALE: MS
CHAIR RAIL TO UPRIGHT DETAIL
ap.I� qC C-1 2X3 TO HOST STRUCTURE DETAIL,
File v ®�
A-2
SCALE NTS
A _2 SCA E: MS
A
L)
0