HomeMy WebLinkAboutPROPOSED WORKi
CONTRACTOR: GULFSTREAM ALUMINUM
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 2010 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., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
2. Basic Wind Speed, Table 1609 State of Florida Debris Region &
Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1
Equivalent Basic Wind Speed: 150 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6:
Building Category 1.
Foundation Design
Footing Size and Reinforcing: Existing concrete. 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 4" thick and in sound condition, free from structural
cracking, spalling, or other deterioration.
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Metals USA Composite Panel
Elite 2000, 1.6 density foam, Florida Product Approval Number
FL 2291-R6.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the Florida Building Code,
2010 Edition, with Supplements, and any other applicable local
codes and regulations.
2. The minimum wall thickness of aluminum extrusions shall be in
accordance with the Florida Building Code, 2010 Edition with
Supplements and the 2005 Edition of the Aluminum Association
Manual, but not less than 0.040 inches.
3. 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 Architecture &
Engineering, LLC.
4. Fasteners are required to be SAE Grade 5 or better zinc plated.
5. 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-ofStandard-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.
6. The minimum nominal thickness of protector panels (kickplates)
shall be an industry standard of 0.024 inches.
to
0
o_
0
M
V J
I �
BY
s4 Luelp county
f— 95"
3 X3 XO.090
POST (TYP)
88" +/—
C.9
� za
M:
0 Of
X w
o 0 ao
o CO
7"
BACK WALL OF
EXISTING 16" ROOF OVERH
4'-O"
-
POLY
A-2
PANELS
f
3"X3"XO.090"
POST I(TYP)
2X6SMB A-z
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORr,,: ;TIONS
REQUIRED Ff FIELD; INSPEM>JR5 THAT
MAY BE NECESSARYIN ORDF_ R TO
COMPLY VVIT14 ALL APPUCASI .. CODES.
�95"�
POLY PANEL RECEIVER
'--+1EADER TO EXISTING
ROOF FASCIA
3" POLY PANEL
-RECEIVER FASCIA
(BOTH ENDS OF ROOF)
—15' existing slab POLY PANEL RECEIVER
UTTER W/ (2) 2X3
16' ROOF DOWNSPOUTS
16'-0' ROOF
poly
3"X3"XO.090"
POST (TYP)
3" 3" 3"
2" 15'-0" 2"
EXISTING CONCRETE SLAB
3" POLY PANEL
RECEIVER FASCIA
(BOTH ENDS OF ROOF)
3"X3"X0.090"
POST (TYP)
88" +/—
,,,,,fff *f/,/Iff,••
Q •I
•
-
Off:
.
O
. z
•ul (0itQ
O
W
O
2 • (� o
A�A
,
ROES�IUNAL
1`.��
W
W
w
_z w
C7 �
z Q
W C7 c
a a�
z p u;
o 2z
N UJ
w w ¢
LL i O
F- cc
W
U
W V
U
W z
Q o'
to LJU tomScs
Q L l l V' CP
O z t.;
zLU 0W
V) 03�d�
7" a�
a]
W
+
N 0
00
W
w
o
Q U U
o
U o
z
A- 2)// l
���a)
ST. LU&E Cab'`" fY BUILDING DWISIO\
Q N O J
2 "o a "
REVIEWED FOR NEI&IAN
DRAWN BY
REVIEWED B11`--
TP
DATE -3- ^ ?/
DATE DRAWN
0_8/07/12
AINUPERMIT MUST BEKERT_ON,JOB
OR NO LNSP) &ION WILL BE ;LADE.
REVISION
/A -
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.044"
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"
OPEN BACK SECTIONS
I x 2: P x 2" x 0.040"
1 x 3: P x 2" 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 (SM13)
2x4SMB: 2" x 4" x 0.044" x 0. 100"
2x5SMB: 2" x 5" x 0.050" x 0. 100"
2x6SNM: 2" x 6" x 0.050" x 0. 120"
2 x 7 SI%M: 2" x T'x 0.057" x 0. 120"
2x8SMB: 2" x 8" x 0.072" x 0. 124"
2x9SMB: 2" x 9" x 0.072" x 0. 124"
2 x 10 SNM: 2" x 10" x 0.092" x 0.398"
(2) 318" LOT S' MI
EMBE
DED RECEIVING
W/ (2) 318!'
1 BOLTS
rBT' x 3" POST TO DECK CONNECTION DETAILS
�-2 SCALE: NTS
PUNS AND AI L"PROPOSED WORK
ARE SUBJECT TO ANY CORT, "ITIONS
REQUIRED. BY FIELD 1N,(:3PECljRS THAT. -
MAYBE NECESSARY IN ORDER
TO
COMPLY WITH ALL AfbP "CAB'_ COD
tt's a a a 9 11 is*'?,
f#004 #*J.
1* m
:) LL
-0: C/ 0
Z w cr-
Lo I.-
(5) #14 X 4" SMS W/
NEOPRENE FACED
WASHER EA. PANEL z
dp
dp
NE
OPRENE
E
WA
SHER S P
9
H
R
A
E
E
R
E
E
0' F
A
,♦�
%
PR Ailk6iWll L
cc c
3" x 48" x 0.024 LLI
'0 POSIT P UJI
COMPOSITE PANEL z LJ
3" RECEIVING CHANNEL (3) 3/8" DIA. (D 13- L
W1#140/4"TOP AND THRU BOLTS z 1 2
BOTTOM AS END CAP If: Lu < la,
LL
<
< ID LP
2" X 6" SMB z 0 ai LL
0 2, Q
z LL
Lu
z
uj Lu C
3" x 3" x 0.090 U. O LL
POST 0 uj
L
Ln LL
U.
c
z
LLI if-.
COMPOSITE ROOF TO POST CONNECTION Cc LL
SCALE: N.T.S. c
2
b
LLI u NN
IL
U LL
< so 3
0. LL
Lf) Lu t� m 0 52
0 co
< Z .
= z I - c
0 t;wg- z
.mm
u o1ptg
z <
FLASHING Lu
tA co
(2) Y4" x 1 12" LAG SCREWS 2
1" APART AT EA RAFTER c
TAIL LL
.040" 5032-H32
PAN TO FASCIA
CONNECTOR Lu
0 LL
#10 X Y4" SMS PER PAN AT :�
V)
TOP LLI 13- c
w LU
LL
#10 X X4" SMS 12" C/C z a< LU LL
L_j (.) Z-)
z
LU
c
PANEL DEPTH u 0 < N
LLI 8F
5ML-M.
CONTRACTOR TO VERIFY 0 (9 - h: ",
2"x4"MINIMUM FASCIA -IF cc < CON o _,01
Vx_ .'FASCIA OVER Z'x C. 2 co IL LL
#10 X YZ SMS 12" C]C — " SUB FASCIA,
LENGTHEN LAG SCREWS DRAWN BY
TO FULLY PENETRATE SUB TP
FASCIA. IF OTHER FASCIA,
ADD 2" x 4" PT FASCIA WI DATE DRAWN
-LAG BOLTS-I-Yi'INTO -08/07/12
TRUSS TAILS.
WHEN INSTALLING Y? LAG
SCREWS,
PRE-DRILLW/ )F REVISION
DRILL TO PREVENT
SPLITTING. A
rs__TSTANDARD ROOF PANEL CONNECTION TO FASCIA
� �-2 SCALE: NTS SHEET NO:
A-2