HomeMy WebLinkAboutENGINEERINGCONTRACTO'k: Master Craft Alum_in»n+
DESIGN CRITERIA:
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 AA ADMI Specifications for Aluminum Structures, Part 1-A of
the Aluminum Design Manual prepared by The Aluminum Association. and the
AAF Guide to Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF 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. Basic Wind Speed, Figure 16093(3), State of Florida Debris Region & Basic
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: Vor.T =150 MPH, V-116 MPH
3.3. Exposure Category, Section 1609.43: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 -
Patio Cover: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 # density
foam Florida Product Approval Number FL 7561-R4.
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 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 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 I,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- l% - 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 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.
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 DETlk" DIED USING THE ADVANCED
TECHNOLC. , _'2OUNCIL'S WEBSITE
AND GOOGLE EARTH.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
3X3XO.093
POST
O
I
O
3X3X0.093 ..
POST
8'-3"
V-3"
ELITE 2000 COMPOSITE PANEL: (FPA:FL7561-R4)
15OMPH/EXP B
3"x48"xO.024" (1.0# DENSITY FOAM)
MAX SPAN: rk-(L = 12'-9-
I
co
THESE PU NIS AND ALL PROPOSSD WON
ARE SUBJECT `i 0 ANY t;O ,i', Y i IONS
REQUIRED DY FIELD INSPECTORS THAT
MAY BE NECESSklY IN ORDER ON.
COMPLY WITH ALL A PPLICAUTA fd`vwESr
SCANNED
BY
St Lurie CoUntV
ST LUCIE COUNTY
BUIL"Dy9IGDF0IIV�IS®I ON
FOR 00MPLI
REVIEWED BY
DATE - -(
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
• NO INSPECTION WILL BE MADE
3"X48"XO.024"
COMPOSITE PANEL
Q. co C)O J -
=a:W V Q a-
• ..••
��/rrllltll���
PROFESSIONAL SEAL
EXISTING
SCREEN
ROOM .
1'-3"
/• /• /' /• /.
// • /' /'
2X3K.B.
(TYP
A-2
/ /'//' /•
3X3XO.093
3X3XO.093
3X3XO.093
POST
POST
POST
3X3X0.093
POST-
%/./ //•
/•/
'(D
9'-On 9'-0" 9.-0n
f.
tl C. rh hi ` jl�
I
0 El ❑
O w w
U a d
W
LL wR OCR
�� W y
tY am Wm
w a! -��
tL u2z Oz
2z Qz
x Z = O�
W F-iL =d
r�
ZUo
Z Zm m
ui CC .rimo�
O LU t;LU z
Z =
U t; <N :3Z C7 0�^^ c
:3Z o�si� c
51 LJ m.uk"LL LL
tii
cn
W
oC
LLI
Q g
W
W m0 JtN
-s
rn
dYcc
¢aLL
DRAWN BY
CD
01/15/18
REVISION
SHEET NO:
A-1
c:
C
U
A
ALUMNUM MEMBERS 111IlV1E1,-177NS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0.050"
2x4: 2"x4"x0.050"
2x5:2"x5"xo.050"
OPEN BACK SECTIONS
Ix2: 1"x2"x0.040"
1x3: I"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 (SMB)
2x4SMB: 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"
2x7 SMB: 2"x7"x0.05T'x0.120"
2x8 SMB: 2"x8"x0.072"x0.124"
2x9 SMB: 2"x9"x0.072"x0.124"
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 METAL SCREWS (SMS):
IT W / BUILDER OR EQUIVALENT
3" x 3" x 0.093"
2" x 2" x 3" x 1/8" ALUM ANGLE
EACH SIDE OF UPRIGHT
W/ (1) 3/8" DIA. x T CONCRETE
ANCHORS INTO CONCRETE
AND (2) 3W x 4" THRU BOLTS
B 3" x 3" POST TO DECK CONNECTION DETAILS
A-2 SCALE: NTS
3" COMPOSITE
ROOF PANEL—\
(5) #14 x 4 7/8" SMS W/
1 1/2" DIA. NEOPRENE
FACED WASHER PER PANEL
(3) 3/8" DIA
THRU BOLTS
2"x6"SMB
3"xTPOST
EEXISTING
0 � p mrAr
FAJA
S-?COMP. ROOF TO POST 4TH WALL DETAIL
A-2 SCALE: NTS
3" x 0.06:
RECEIVING Cl
W/ #10 x 3/4" T
BOTTOM AS E
(5) #14 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
3" COMP ROOF
BEAM
• • •
2"xTx0.050"
KNEE BRACE
1 1/T x 2 1/8" x 1 1/7'x
0.062" x T LONG ALUM
RECEIVING CHANNEL W/ (3)
#12 x 3/4" SMS EA FACE &
(3) #12 x SW INTO POST
S-2 KNEE BRACE CONNECTION DETAIL
A-2 SCALE: NTS
Q.•�cv
—0
LL
c
LU
UJ
Q
R .
/ j
I F10 \\\
PROFESSIONAL
SEAL
C9
❑ U
o
O
w
W
U
a C
WLL
z
0 2
L,L
O
Z
w � z
0?
Q wca
W y� z
W
0-LL
2J2
2
Z
W
O W
CC
QZ �-
KG2
Z
Lu
x=
H -w
O: ~
= - a
G
�
Z ..�
U B
J
m
¢(D iE
x
co
Z =roc
= tm88
S
Q W m-Jmq,
u;
W R'imm
O ���
z
U _
z
o
Z (D
o
En W Mug
0
v'
Vf
N
W .
Z
}Q g W
U
••- fn J .=-1
—� m�—M
QLLI W U
d YNt-LLJL
CD
DATE DRAWN
01/15/18
REVISION
0 -
n
SHEET NO:
A-2
D