HomeMy WebLinkAboutPLANSCONTRACTOR: Master Craft Alurninr_L- o� ducts
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.
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition
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. Basic Wind Speed, Figure 1609.3(1), State of Florida Debris Region & Basic Wind
Speed, Section 1609.3.1 and Table 1609.3.1 EquivalentBasic Wind Speed: Vacr =150_
MPH, VA- =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass
Room: Non -Habitable, Unconditioned
Roof Type
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 4" thick 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 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. 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.
5. Door location shall be determined by contractor in the field.
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 confomr 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 +/- 1% - ASTM C 260
iv. W ater reducing agent - ASTM C 494
v. Clean Potable water
A. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTMA185
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 fs. 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.
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 D1' ' 1MINED USING THE ADVANCED
TECHNC... -2'W COUNCIL'S WEBSITE
AND GOOGLE EARTH.
L%U1n Q1Wm S11
EXISTING TRUSS
ROOF
l►SS
7
V.V
5'-9" 3'-0" 3'-11" 3'-11"
9'-0" 8'-6"
;, ESE PLANS A14D ALL PROPOSED YJORIC
•;
Q $0-JECT TO ANY COpRECTIONS
\\ �,
\��� .••••.....••,..•• ��
RiOUIRED BY FIEW IMPECTORS TMT
IN:
-4AY-0Mr-.CES AMY IN DEa4 TO T'
. -° �?
COMPLY WITH AS APPLICARUF CODES. ?
�`��o
°' LU
o
40 : 0
�O
.••• 4
/,••i _ �[ Qom,\\\
O O
N r'
J
24" ALUMINUM
KICK PLATE (TYP)
7'-0" -1
ONCEALED FASTENERS ORAiTACHMENTS
ARE THE RESPONSIBILITY OF THE
C'ONTP7,CTOR OF RECORD
ISO „Cxwn
ST. LUCIE COUNTY
BUILDING DIVISIO
REVIEWED
FOR COMPLI C
REVIEWED BY
DATE 4
PLANS AND PER IT
MUST BE KEPT ON PER
OR
NO INSPECTION WILL BE MADE
RECEIVED
NOV 0 7 2018
ST. Lucie County, Permitting
ALL ELECTRICAL TO BE
INSTALLED PER 6TH
EDITION (2017) FLORIDA
BUILDING CODE
W w
W a
Z •m
F
W Z iW1
ZZ
O UJ a
N Z
Vf w
LL 0J
O O
t7C �
l].
U
Z M
Z cn� d
.7J Z �' 4
aLU Mp
-
W Wdi� Z
Q W
g~F-
a
O IZ g
LL
IV
tN/) �O�hl`
UJ
tY
a W
O()
W
LU
X¢aL0
O WUf-'V
CIC W-O�
d d N LL- LLL
DRAWN BY
TP
10/16/18
REVISION
COMPONENTS & CLADDING 4 -
1,-LE C01- Y,DESIGN PRESSURES FOR WINDOWS / DOORS: SHEET NO:
+25.9 PSF / -34.7 PSF A-1
2
ALUMINUM MEMBERS DIMENSII
#0��11111
HOLLOW SECTIONS
.....
2 x 2: 2" x 2" x 0.046"
\\�N'�
•.• ti� /II
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
:�4%,
LL A. 2
.
(L V
* Lu
H Q
OPEN BACK SECTIONS
+
Q 0.
1x2: 1"x2"x0.040"
1 3: 1" 3" 0.045"
e
-4i .
x x x
I I
i ;••> Z
��i ••••
(n �•
•!��
SNAP SECTIONS
CHAIR RAIL MEMBER
O
I lop l,�
•' \�
•�•...•�O```,\\
2x2Snap: 2"x2"x0.045"
3" x 3" x OP.007
2 x 4 Snap: 2" x 4" x 0.045"
I
-SELF-MATING(SM9)
�- - -
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
i 1CC
t
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
I I
2" x 2" x 118" ANGLE W/
W LL
LL
2 x 6 SMB: 2" x 6" x 0.050" x 0.120'+
I I
(4) #10 x 5/8" EACH
SIDE I I
d
z
2 x 7 SMB: 2" x 7" x O.OST'x 0.120"
I I 2" x Tx 3" x 1 /8" ALUM ANGLE
1"x 3" RC W/ 1/4" CONCRETE I 1 EACH SIDE OF UPRIGHT
UPRIGHT
�� cr1
F
2 x 8 SMB: 2" x 8" x 0.072"x 0.124"
SCREW ANCHOR 6" FROM I I
1 W/ 3/8" DIA x 3" CONCRETE
KICK PLATE NOTES:
2 x 9 SMB: 2" x 9" x 0.072"x 0.124"
UPRIGHT & AT 24" O.C. 1 1 ANCHORS ON EACH SIDE
1.
0.024 ALUM
LL Z
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
(MIN. 2 3/4" EMBED.) (4) #14 x 3/4" SMS SCREWS
2.
SCREW ALL CORNERS
I I
J
3.
100 B -120 B WIND ZONES
Z Q Z
MINIMUM FASTENER EDGE DISTANCE:1/2"
I I
— — — —
USE #8 x 5/8" SMS 12" C/C
'
O
MINIMUM FASTENER SPACING: 3/4"
—
° °
4.
120 C - 140 B WI ND ZONES
Ln Z
°
USE #8 x 5/8" SMS 8" C/C
N Q
CONCRETE SCREW ANCHOR
° a ` '
°
5.
140 C - 150 B WI NO ZONES
N cc V
SIMPSON TITEN HD OR EQUIVALENT
° ° ° a. ° °
a a' ' °
6.
USE #8 x 5/8" SMS 6" C/C
SCREW GIRT, BOTTOM
LL C
O O
SHEET METAL SCREWS (SMS):
a ° °, a a
RAIL & BOTH SIDES
cc
ITW / BUILDEX OR EQUIVALENT
a ' ' ° '
7.
MAX KICK PLATE HT = 36'
a
B " x 3" POST TO DECK CONNECTION DETAILS
C
CHAIR RAIL TO UPRIGHT DETAIL
5 L)
A-2 SCALE: NTS
A_2
SCALE NTS
zC w `m
z
S Z W R l
�J rz NLLmm S
Q W
a W zv►
0
O W LL
Lj-
CONC. HEADER:
114" x 4" CONCRETE
SCREW ANCHOR @ 24" O.C.
WOOD HEADER:
WOOD HEADER: EXISTING
(1) 3/8" x 3" LAG SCREW INTO HEADER
WOOD:
#10 x 4" WOOD SCREWS HEADER
@ 12 O.C.
CONCRETE HEADER:
(1) 318" DI x 3" CONCRETE SCREW
I
#10 x 3" WOOD SCREWS, 6"
ANCHOR INTO HEADER
FROM GIRT & @ 12" O.C.
- -
CONC:
%
114" x 2 3/4" CONCRETE
- - - -
- - - - - - -
SCREW ANCHORS, 6"
FROM GIRT & @ 24" O.C.
I
N
2" x 2" OR 2" X 3" HOLLOW
I
1
I
EXISTING
I
L u
SECTION GIRT
- ` — — — — -
I
-- --
2„x3"HOLLOW
I I
SECTION
� 1
2" 7' 1/8" 3" LONG ANGLE
WOOD:
2" x 3" HOLLOW
SECTION
I 2" x 3" W1 #10 x 3" SMS - 6"
LlJ
x x
W/ (3) #14 x 3/4" EACH
#10 x 4" WOOD SCREWS
MAX EACH SIDE OF POST
AND 24" O.C. MAX
L LI (!) (L N
Ci I-
FLANGE
@ 12" O.C.
CONC:
I
I
w O R' cM
1/4" DIAx 4" CONCRETE I
2" x 2" x 0.125" ALUM ANGLE W!
0 J
d CL N LL LL
SCREW ANCHOR @ 24" O.C.
(4) #14 x 3/4" SMS INTO UPRIGHT
DRAWN BY
2" x 3" HOLLOW-,"z,/-
TP
SECTION
2" x UPRIGHT
DATE DRAWN
EXISTING HOST
10/16/18
B'1
REVISION
C—1
1X2 TO HEADER DETAIL
2X3 TO HOST
STRUCTURE DETAIL
A_2 SCALE: NTS
B-2
POST TO HEADER DETAIL
i�►_2
SCALE: NTS
A _2
SCALE: NTS
A
/1
4 _
SHEET NO:
A-2-