HomeMy WebLinkAboutEngineering, sunroomCONTRACTOR: South Florida Aluminum Products
DESIGN CRITERIA:
APPlicahle Codes, RCgUlationS, a it d 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.
€Lnnading 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: V- = 150 MPH, Nominal Design Wind Speed: VAso = 116
MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
4.4. Building Category for Aluminum Structures, Section 2002.6: Catrgorr Tvpc 2 - Gross Room:
lion -I -In hit a ble, Un c and it ion ed
Scope of W ork:
Does not include analysis of existing structure.
Roof Type
1. Roof Type: N/A
2. Roof Material: N/A
Foundation Design
Existing concrete slab. No additional concrete footing or slab is reguircd to rraist the loads
imposed upon the existing siah by the proopowd construcl.inn if the existing Nlab k a minimum of
4" thick and in sound condition free frnm Aruclurai crackin p. s 0 11 i np, nr uther 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 sealed authorization of Florida
Aluminum Engineering, Inc.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better 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 Titen-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 - AST1%1 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 Al85
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after
batching 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
FBC.
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 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 yellow pine and have a maximum
moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated with a
cca salt treatment in accordance with f.s. tt-w-571 and bear the American Wood
Preservatives Institute quality mark 1p-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 30# 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 aluminum members and specific sizes as indicated on A-1.
Aluminum member thickness to be increased as required by the Florida Product Approvals for
anchorage ofproducts.
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 liability not to exceed design and
engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
X3RC
l2X3Xo.12E
F-
-I
W
-�
to
Z Ln
11) N
O
X
U PO
Qtf
PO
X
14'- 0"
1X3RC W/ 1X3RC W/
2X31NSERT 2X31NSERT
2X3X0.125 11 2X3X0.125
Ln
N
O
�A-2 X
2X3X0.125 I I 2X3X0.125
1X3RC W/ 1X3RC W/
2X31NSERT 2X31NSERT
3'-0" 5'-02" 5'-02
COMPONENTS & CLADDING
DESIGN PRESSURES FOR WINDOWS / DOORS:
+24.3 PSF / -32.0 PSF
V ,fit/�,
,`��� ��
• • •
�L
u.. 6- • •Ly
O 0:
:L7
Q O 2
2
to �\.•
i �•.
i
�C
UJ LU
UJ ti
Z
Q
1X3RC
9
W/2X31NSERT�
, ��
J C
�w N
t?lL�J _
Q Q 0
Z
to
(� Z O
O
N r- O
U Z I I
Z
11 LLJ
O
I X X X
X
I X X
Q w
INN N
N
IrN
LU CJ
3X3XO.125
0 J
ALUMINUM
�- 9,-4„
Ki CKPLATE
(TYPICAL)
Z Z g S
0
V H tiN Z
m Q
J .Z
al
W W<��
Q LU ZLm_ W
s
O ZLLJ
LL LL
FLORIDA PRODUCT APPROVALS
WINDOW: CWS ARIA SERIES HS-620 - FPA# FL17355.3-R4
CWS ARIA SERIES PW-655 - FPA# FL17354.2-R2
DOOR: CWS SERIES GUARDIAN HINGED - FPA# FL161.1-R6
N
N
LU
~ W
Q H U
� J
Of N
LU .wJY�U)rn
LO WLOZO_J
a -DQ_ LL
DRAWN BY
TP
DATE DRAWN
07/18/20
REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DIT ENSIONS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3:2x3"x0.050"
2x4: 2"x4"x0.050"
2x5:27,
x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1" x 2" x 0.040"
1x3: 1"x3"x0.045"
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"
SELF MATING (SMB)
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" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET NIETAI, SC:REWS(SMSI:
ITW / BUILDEX OR EQUIVALENT
. WOOD HEADER:
(1) 3/8" DIA, LAG SCREW INTO HEADER
(2 1/4" WOOD EMBED)
CONCRETE HEADER,
(1) 318" DIA x 3" CONCRETE SCREW
ANCHOR INTO HEADER
(21/4" CONC. EMBED)
■
1"x 3" ALUM ECEIVING
CHANNEL W/#12 x 3/4"
SMS Q 6" O.C. EACH
SIDE OF PANEL INTO
2" x 3" x 0,125"
p 9
1
7 2" x 3"
3" x 3" UPRIGHT-/
CONCRETE HEADER:
1 /4" x 3" CONCRETE
SCREW ANCHOR
@ 24" O.C.
WOOD HEADER:
#10 x 3" WOOD
SCREWS @ 12" O-C.
EXISTING
HEADER
I
■ • e I
1 /8" x 2" x 2" EXTRUDED ANGLE
5052 H-32 ALLOY EA SIDE W/ (4)
#14 x 3/4" SMS
INTO UPRIGHT
B_2 POST TO HEADER DETAIL
A_2 SCALE: NTS
1 " x 3" ALUM RECEIVING
CHANNEL W/#12 x 3/4"
SMS @ 6" O.C. EACH
SIDE OF PANEL INTO
2" x 3" x 0.125"
3" x 3" UPRIGHT
2',.x
• 6■
(1) 3/8" DIA x 3" CONCRETE SCREW
ANCHOR INTO HEADER
(21/4" CONC, EMBED)
1 /8" x 2" x 2" EXTRUDED ANGLE
SMa H-32 ALLOY EA SIDE W/ (4)
#14 x 3/4" SMS
INTO UPRIGHT
■ I
1
I
1 /4" x 3" CONCRETE
SCREW ANCHOR
Q 24" O.C.
B 3" SECTION POST TO CONCRETE DETAIL
A SCALE: NTS
KICK PLATE NOTES:
1- 0.024 ALUM
2, SCREW ALL CORNERS
3. 100 B - 120 B WIND ZONES
USE #8 x 5/8" SMS Q 12" O.C.
4. 120 C - 140 B WIND ZONES
USE #8 x 5/8" SMS Q 8" O.C.
5. 140 C - 150 B WIND ZONES
USE #8x518"SMS@6"O.C.
6, 150 C & ABOVE WIND ZONES
USE #12 x 5J8" SMS @ 6" O.C.
7. SCREW GIRT, BOTTOM RAIL
& BOTH SIDES
8- MAX KICK PLATE HT = 36"
CHAIR RAIL
OPTION 2:
0.125" x 1 1 /2" x 2118" x 1 112"
INTERNAL ALUM RECEIVING
CHANNELW/ (3) #10 x 3/4"
INTO GIRT EACH FACE & (3)
#10 x 3/4" INTO UPRIGHT
C CHAIR RAIL TO UPRIGHT DETAIL
i -2 SCALE: NTS
400
CONC. HEADER: Q; i • �(/ LL • ��] �'
1/4" x 7' CONCRETE 0 ❑
SCREW ANCHOR @ 24" 0- C. Z
WOOD HEADER. z d LLJf W
#10 x 2' WOOD SCREWS : C7 Q O . 2
@12"OC. EXISTING N • v. Q
HEADER Zw A- ;' ? 0 L7 !{
do
I I
I- - - fY L
W u
1"x 3" RECEIVING I w aZ CHANNEL cY1 ,,
M
I
WOOD: Z to
#10 x 2" WOOD SCREWS J Z`-7
;#
Q 12" O-c-
CONC 1 Z Q Z
1/4" DIAx 7' CONCRETE I
O d H
SCREW ANCHOR @ 24" O.0 � Z
N Q U 1"x 3" REM VING. _ _ N
CHANNEL LWL O
EXISTING HOST 0 _
a �
1X3 RECEIVING CHANNEL TO HEADER DETAIL
A SCALE: NTS
SMS THRU RC
EACH SIDE AT
FROM
E
31/8" x 1 1/7' x 0.062'
RECEIVING CHANNEL
i SIDE OF HOST WALL
HED W/
4x 1 1/2" CONCRETE
V ANCHORS AT 16" O.0
4x 1 1/2" LAG SCREWS
O-c-
SLABlFOOTING
SEE PLAN
C- l 2X3 TO HOST STRUCTURE DETAIL
A-2 SCALE: NTS
U
ZZg
`� ° i
J F= � dS
a W .Q�am� N
wa ap m
Q W z� �
o Z
0Z$ g
LL
Ln
V) J
W
W
Q cf)
J
W W W � 04
W)
� JYik�rn
= Wgzo-1
d (D a- LL
DRAWN BY
TP
DATE DRAWN
07/18/20
REVISION
I�
L]
SHEET NO:
A-2.
ill