HomeMy WebLinkAboutWIND SPEED & EXPOSURECONTRACTOR: Master Craft Aluminum
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The Sth Edition (2014) 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.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind
Speed; Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
3. Vur.T =150 MPH, VASD =116 MPH
4. Exposure Category, Paragraph 1609.4.3: Exposure B
5. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category
1- Carport: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
1. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 density
foam, Florida Product Approval Number FL 7561-R3
Foundation Design
Existing concrete. No additional concrete footing or slab is required to resist the
loads imposed by the proposed construction if the existing slab is a minimum 4"
thick with an 8" x 8" thickened slab edge and in sound condition, free from
structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 5th Edition (2014) 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 Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
must be approved.
4. 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".
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. 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 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.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. 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.
9•-5. I
o - EXISTING
SCREEN
ROOM
-far,i
Sk .t
TKSI" PLANG MID ALL PROP
E SI.MECT 7C ANY
lJIRP1) S R IAD IrY tPE" 011^i8 TRA, T
Id rri C� I1�Irle i�tt��� 2 7 I 0I4"TR TO
C-�i iiU WITH ALL a,."F LIC;likLE C0 sE'S.
r/ S-3 N / S-1
A-2
A-2
2X65MB
2X8SMB
4TH WALL
4TH WALL
b
3'X49•X0.024
io
1.0 DENSITY
FOAM
0 DEN
1.DEN9TY
TY O
FOAM
COMPOSM
PANEL
COMPOSCE
PANEL
2X8SMB
A� 2XSSMB
A-2
EDGE BEAM
GE BEAM ED
I I
#- 9'-8�• � 9•-a�• 9'-e�• � 9•-B�•--J•
L
3•X48•X0.024•
/ COMPOSITE PANEL
3•MnO.024'
POMPOSM PANEL
2X3K.B.
-
(TYP)
A-3
EXIMING
3X3X0.093 ROOM 3X3XO.093
3X3XO.093
3X3XO.093
3X3XO.093
3=0.093
POST POSTOST
P
POST
POST
Pow 3X3X0.093
POST
A-2
iY-p•
s'-e�'
9'-ek
9'-Bk
9'-e}•
V-5•
3=0.093
POST
3X3x0.093
POST
2
*
%gyp• �, •••g��
MII
PROFESSIONAL SEAL
ARE THE RESPONSIBIUTY OF THE
GO IWTOR OF RECORD
LJ ❑
CC ui ui
OU a a:
�
m o
�@
LL g �m
v LU ,o
OC ¢W m m
LLI d 2 . f
LU z pz
8z Qz
Z x= O:3
LU I--LL =LL
G
Z ..,
U 0
J
J
Q Z_ h
N cc Izm25�i
m
Q LU -_jo,T
C)LI.J M N
Z VQ,^.i e^y
�+3CC
=) Z �
to
to
Ua.l
cc
MI
GD
}�
DATE DRAWN
11/14/17
61", LUCIE COUNTY
BUILDING DIVISION
REVISION
1
REVIEWED
FOR COMPLIAN
a _
REVIEWED BY
DATE
PLANS AND ER IT
SHEET NO:
MUST KEPT
NO INSPECEC TION WI � BEMAA DE
_
A l
i
c:
K
a
L
9
I ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3:2"x3"x0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1x3: 1"x3"x0.045"
SNAP 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"
SELF MATING (S1VIB)
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"
2x7SMB: 2" x 7" x 0.05T'x 0. 120"
2x8 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"
3" x 3" x 0.093"
2" x 2" x 3" x 1/8" ALUM ANGLE
EACH SIDE OF UPRIGHT
W/ (1) 318" DIA x 3" CONCRETE
ANCHORS INTO CONCRETE
AND (2) 318" x 4" THRU BOLTS
CONCRETE SCREW ANCHOR:
SRAPSON TITEN HD OR EQUIVALENT a ` '
SHEET METAL SCREWS (SMS):
ITW /BUILDEX OR EQUIVALENT
.. tl
W COMPOSITE
ROOF PANEL
<.�
(5) #14 x 4 7/8"SMS W// 1
1 1/2" DIA. NEOPRENE
PER PANEL I
EXISTING J
BUILDINGJ,
FACED WASHER
(3) 318" DIA.
THRU BOLTS
2"x6"SMB
++
3" x 3" POST I I
I
S-, COMP. ROOF TO POST 4TH WALL DETAIL
A-2 SCALE: NTS
B 3" x 3" POST TO DECK CONNECTION DETAILS
A-2 SCALE: NTS
3"x0.(
RECEIVING
W/ #10 x 3W
BOTTOM AS
(5) #14 x 4 7/8" SMS W/
1 1/2" DIA. NEOPRENE
FACED WASHER PER PANEL
S-2 COMPOSITE ROOF TO POST CONNECTION
A-2 SCALE: NTS
�'" � � �5 stIt r � �•�� ter.)
3"x0.(
RECEIVING
W/ 910 x 3W
BOTTOM AS
(5) 914 x 4 7/8" SMS W/
1 1/2" DIA. NEOPRENE
FACED WASHER PER PANEL
S COMPOSITE ROOF TO POST CONNECTION
A-2 SCALE: NTS
i1;r, �r�: i'i_ <:�a:5 ,'iif? /,i.l Ai?���► a��i �"1����
fI. L. J /�a•�^ TO f.., 4��� C F
r %'!s� 1�1i 1 .lt� f L�ryE.ii'!7 'ol�i 13
Ctor'•" + '.:-:,i L't? �"i..�l.:J I� 1�if ��r 't' � �1
Calf'sI �L �t?LL,-3SNE Vry7�r2Ft
�v
_ f
3" COMPOSITE
ROOF PANEL
LaYixtis
:Kr43.h � ..e• a / /�i
I
(5) #14 x 47B" SMS W/ 3
1 1/2- DIA. NEOPRENE EXISTING J
FACED WASHER PER PANEL ,BUILDING/I
(4) 3/8" DIA f
THRU BOLTS I
2"x8"SMB ( I
I
3" x 3" POST
--I
S-3 COMP. ROOF TO POST Q 4TH WALL DETAIL
A-2 SCALE: NTS
Q: c•)
v
1 LL
�' Q
Z
zz
�,co ``o. 0=
ui ui
OV d n:
Lu r �
tr W
LL ccv W�
amLLJ
Jm
W CAS
Z Q w w
2z Qz
Z =u 0:3
W I- LL CC -
L^
J
Z • ei
J
= J
J 0
Q Z o$ a
z� m
QW wJmm yj
O W mm z
U -7= =
Z Q o3a^ o
5 Z , 1� c
In W i " LL ai
GD
DATE DRAWN
11/14/17
REVISION
n -
SHEEP NO:
A-2
ALUMIlKUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2:2"x2"x0.046"
2x3:2"x3"x0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
Ix2: 1"x2"x0.040"
1 x 3: 1" x 3" x 0.045"
SNAP 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"
SELF MATING (SMB)
2x4SMB: 2" x 4" x 0.044" x 0. 100"
2x5 SMB: 2" x 5" x 0.050" x 0. 100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2x7SMB: 2" x 7" x 0.057" x 0. 120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2x9SMB: 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"
MINEVIUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
0
&.W-
mom
.• C) f O
— - — -- Lt
- am10,Z Lp
OP-
< IV.: Q
PROFESSIONAL SEAL
T AND
ALL Py 0 r
ARE S IEJECT TCI AI',,!'f
3" COMP ROOF
1
2"xTx0.050"
KNEE BRACE
11/2' x21/8"x112"x
0.062" x 3" LONG ALUM
RECEIVING CHANNEL W/ (3)
#12 x 3/4" SMS EA FACE &
(3) #12 x 3/4" INTO POST
BEAM
S-4 KNEE BRACE CONNECTION DETAIL
A SCALE: NTS
®
❑
0
Cc O
w
W `
.0
W
ccILL
O
z
cC .,
I
W
Q w
. m
w
J m
LLI
W
Z
Q
{WI r
22
N
¢z
Z
==
Ou
W
I•- -
cc LL
►Et
Z
V i;
J
Q Z o
N
Q LLJ -, m O,
;g
N
O Z
_ n n
Z (j
Z ��
N Lu
g
GD
DATE DRAWN
11/14/17
REVISION
SHEET NO:
A-3