HomeMy WebLinkAboutCroteau, EngineeringCONTRACTOR: South Florida Aluminum Products. Inc.
DESIGN CRITERIA:
Applicable Codes. Re urbitions, and Standards
1. The 6du Edition (2017) Florida Building Code, sp-ificalh• Chapter 16 Structural Design, Chapter
20:Uuminum, 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.
Loading Criteria
1. Live Load: 10 PSF per 6th Edition t2017l Florida Building Code Atimiuk 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. Ultimate Design Wind Speed: Vac* =150 ItdPII \ominal Design Wind Speed: Vasa = 116
MPH.
3.3. Exposure Category, Section 1609.4.3: Exposure D
4. Building Category for Aluminum Structures, Section 2002A Category Type 2 - Glass Room:
Non-Habim big. Uneondiloned
RoofTvm
1. RoofTypc: MONOSLOPE
2. Roof' Material: 3" s 48" a 0.024" enm pusile panel Elite 2000, ION density foam, Florida
product Approval Number FL 716l-R4.
Foundation Design
Existing concrete. No additional concrete fooling or slab Is rewired to resist the loads imposed
by the proposed canstrudion ifthe existing slab is n minimum 4" thick with a 12" x 12"
thickened slab edge and in sound condition, free from structural cracking, slialling, or other
deterioration.
The following specifications are applicable to this pr ject:
1. All work shall be in accordance with the 6tb Edition (2017) Florid 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 authorisation of Florida
Aluminum Engineering, Inc.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better rine, plated to
ASTM B633, or coated stainless steel series "300", or mcoated stainless steel series'V00".
4. Approved concrete screw anchors to be Simpson Titan -HD or equivalent.
5. All Self Mating Beam Sections are to be stimhcd with either �14 screws 6" from ends and 24•'
center lu center or 012 screws 6" from ends and 12" center to center.
6. Door location shall be determined by contractor tu the fold
7. Nhere concrete specifications are required, whether in the scroen enclosure scope or net, by one
or a regulamry agency, the following specifications are applicable:
err Concrete shall cow r n 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
Derr entraining +/- 1% - ASTM C 260
iv,Wamr reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories slug conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii, Wedded wire fabric - ASTM At95
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added aher
botching 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 ce polyethylene owing 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.
It.
All aluminum components embedded within concrete shall be coated with a bituminous
paint or epo y.
8..All lumber and plywood shag have grade marks and treatment identification and Shall comomr to
the following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a mavmum
moist"' comma of 151e.
b. Pressure treatments shall be osmosalts, oemose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated with a
ca salt treatment in accordance with f e. tr-w-571 and bear the American Wood
Preservatives Institute quality marl Ip-2.
c. Wall Sheathing: APA rated Shothing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30,9 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 lids project, including manufacturers specifications, and installation method for
anchoring the submined windows to a]warm m members and .specific sizes as indicated on A-1.
Aluminum member thickness to be increased as required by the Florida Product Approvals for
anchorage ofproduets.
10. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors u
required by the window manufacturers recommended procedures
11. All glass panels within 24" of adoor opening sluff be of tempered glass per FBC-R308.4
12. All flashing and weatherproofing shall be provided by the contractor.
11 Use of these plans acknowledges and accepts a limit ufliabdity not to exec(:, design and
engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
ALUMINUM
KICKPLATE
(TYPICAL)
8'-6" -
8'-0"
INSULATED
KICKPLATE
(TYPICAL)
N N
O M M
p Mno
M
I
N 2X3XO.070 2X3X0.07
IX3RC iX3RC
ALUMINUM
KICKPLATE _
(TYPICAL) A-2
COMPONENTS & CLADDING - Vasco 5-7 5-7T"
DESIGN PRESSURES FOR WINDOWS / DOORS: 22'-l"
+24.3 PSF / -32.0 PSF
ADJUSTED CO-EFFICIANT FOR EXP D - 1.47
+35.8 PSF / -47.1 PSF
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
DENSITY FOAM
'OSITE PANEL
-� A-3
5'-7j" 1
ALUMINUM L
KICKPLATE
(TYPICAL)
- 8'-6" -�
8'-0"
a 01. C
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INSULATED
KICKPLATE
(TYPICAL)
TP
DATE DRAWN
11 /23120
SHEET NO:
A-1
ALUMINUM MEMBERS DMENSIONS
HOLLOW SECTIONS
e 2: 2"x 2"x 0.046"
2x3: 21x31x 0.050'
2 x4: 2"x 41 x 0.050"
2 x 5: 2' 5" x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"s0.040"
1 x3: 1"s3"x 0.045"
FA —
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2' x
2 x 3 Snnp: 3" .0.050"
3" x 3' x 0.121"
2x4Snap: 2"x4"x0.045"
(z)WV' DIAL CONCRETE
I
POST
SCREW ANCHORS
SELF IVATING (SNIH)
(3" CON EMBED)
2x 4 SMB: 2' 4' 0.044"x 0AW"
2 x 5 SMB: 2' x 5" x 0.050" x 0.100"
2 x 6 SNiB: 2" x 6" x 0.050'x 0.120'
1"x 3" RC W/ 1/4' CONCRETE
INTERNAL/EXTERNAL
2 x 7 SMB: 2" x 7" x 0.057'x O.120"
SCREW ANCHOR 6"
W x 3" x 1/8" EMRUDED
2x8 SMB: 2"x3"x0.072"x0.124"
FROM UPRIGHT&@
POST BASE W/(2)$X-
2x9SlVm 2"x9"x 0.072". 0.124"
24"O.C. (MIN 3" EMBED.)
DIA. THRU BOLTS
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MININIUM FASTENER EDGE DISTANCE: 12"
—
-
MINLMUM FASTENER SPACING: 3/4"
"
CONCRETE SCREW ANCROR
SLlIpSON TITEN FID OR EQUIVALENT
SHEET' NIETAL SCREWS (SMS):
ITN / BUILDEX OR EQUIVALENT
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A 2
SCALE: MS
I
WOOD:
(2) 1/4" DIA. x 3"WOOD
SCREWS
CONC: I
12) 1/4" DIA, x 3" CONCRETE
SCREW ANCHOR ,
2" x W HOLLOW SECTION GIRT
W/ 0.125" INTERNAL ALUM
RECEIVING CHANNEL
W/ (3) #12 x 3lC INTO
GIRT EACH FACE
I
moo: I
1/4" DIA, x 3" WOOD SCREWS
AT 12" O.C.
Cyr'
1"x3"x0.082'ALUM RECEIVING
14' DIA. x 3"CONCRETE
CHANNEL W/ SMS x 3/4' SMS
SCREW ANCHOR AT 12' O.C.
'I \
® 12" O,C EACH SIDE OF PANEL
�W COMPOSITE
WALL PANEL
b
\
I
• \ 1"x3'x0.062"ALUM
VI `REC9 NG W/W1 x3/P'SMS
y� @12"O.C. EACH SIDEOF
PANEL
1X3 TO HOST STRUCTURE W/
C-1
NSULATED KICKPLATE DETAIL
A_2
SCALE: NTS
9" COMPOSITE
WALL PANEL
1"x 3" ALUM RECEIVING
CHANNEL Wl #12 x 314" SMS
EACH SI DE INTO PANEL AT
12"O,C.
114"DIA x21/4"CONIC .
I
- I
SCREW ANCHOR
6" FROM BID
R@ 12"O.C.
`
C 2 3" COMPOSITE PANEL TO DECK CONNECTION DETAILS
A_2 SCALE: NTS
3"x3"x0.125"
POST
0, 125" x 1 118" x 3" x 1 1/B"
I NTERNAL ALUM RECEI W NO
CHANNEL Wl (3) 012 x 3/4" INTO
GIRT EACH FACER (3)
2" x 3"
#12 x 3/q" INTO UPRIGHT
IN RAIL
MEMBER
EACH SIDE OF UPRIGHT
/
�1' 3"x 0.062"ALUM RECEIVING
CHANNEL W/ #12 x 314" SMS
@ 12' O.C. EACH SIDE OF PANEL
3" COMPOSITE
WALL PANEL
C HAIR RAIL TO UPRIGHT W/ INSULATED KICKPLATE DETAIL
A_2 SCALE NTS
3" x 3" x 0.125" 3" COMPOSITE
CORNER POST WALL PANEL
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1"x 3" x 0.062" ALUM
RECEIVING CHANNEL ALONG
SIDED CORNER POST
-W/ #12 x 3X- SMS AT 12' O.C.
INTO EACH SIDE OF PANEL
AND #12 x 3/4" SMS AT 12'
O.C. INTO CORNER POST
SLAB/FOOTING u_
SEE PLAN
C'3 OMP PANEL TO CORNER POST DETAIL
A_2 SCALE: NTS
N)
W
Q W
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Q W
Q Q -
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DRAWN BY
TP
DATE DRAWN
11/23/20
REVISION
^i
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118"x7X7'EXTRUDED
ANGLE 5052 H-32 ALLOY EA.\\\
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\\ �I /• •, / /i
• •
LxRECEIVINGSIDE
W/ (4) x 3/4" SMS 1"x 3" RECEIVING
: �(/ LL 6- •
•, y�
INTO UPRIGHT CHANNEL
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SLAB I FOOTING
• , •
SEE PLAN
� Q •. • ' �� \\
SIDE VIEW
DL
W u
W d
Z
(1) 3/5" DIE. CONCRETE PRIGHT
R
SCREW ANCHORS
W Z
(21/4" CONC. EMBED) PRE -HUNG
DOORJAMB
J w
Q Q 2
O av�
Vf
H U
W J
1'x 3'RDOEIVING CHANNEL
I.L. O
ANCHORED TO CONIC W/ 114"
W_ _
CONCRETE SCREW ANCHOR
1 F
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST -'
AND 24" O,C MAX '
Z Z
FRONT VIEW
DJ-1 UPRIGHT TO CONCRETE 0 PRE -HUNG
A-3 DOOR LOCATION DETAIL
z
Z ^_^
SCALE: NTS
��uz
W W
OZ s
W
NOTE:
#14 SMS x 1" MIN, LONGER
THAN PANEL W/ 1 1/2" DIA
NEOPRENE FACED WASHER
EXISTING HOST WALL
C 17'O.C. ALONG LENGTH
OF ALL END BEAMS
EXISTING
FASTEN ROOF PANEL TO
HOST
WALL
BEAM W #14 x 4"
W/ 1 1n" DIA. NEOPRENE
3" COMPOSITE
3" x 3" x 0.125"
FACED WASHER ® 4" 0 C.
ROOF PANEL
END BEAM
3" x 0.067' EXTRUDED RECEIVER
Ni
CHANNEL Wq #14 x 314" SMS
Vl
W/ 11/7' DIA NEO-WASHER
08'OC.
W
O'
G
—7
Q
W
CONCRETE:
(2) 1/4" DIA. z 3" QUICEf
LQ U
{ , a m Of
WALL
ANCHORS INTO WALL
Q Q o a
0.125'x1116"x3"zr
INTERNAL ALUM RECEGEIEND
3"x0.125"
BEAM
11IT x 3 U6"x 11/7'x 3"x 0.057'
ALUM RECEIVING CHANNEL
WOOD:
(2) 1/4" DIA. LAG SCREWS
W LLl
O z # f- R
CHANNEL IA9 (8)#12z314
W/(3)#14z 314"SMS EACH
x3"
INTO WALL
Q
UPRIGHT 8 (3) #12 x 314
SIDE INTO BEAM
Q. Z O
1 U o z LL LL
TOP 8 BOTTOM OF
EACH SI DE OF UP
#14 x 3/4" SELF -TAPPING
3'C0MP0SITE SCREW@6"O.C.
DRAWN BY
ROOF PANELTP
0.125"
CONCRETE:
DATE DRAWN
(1) 114" x 2 114" SCREW
TYPE MASONRY
11/23%20
ANCHOR @ 6" O.G.
WOOD:
REVISION
(1)1/4" DIA x 3" LAG SCREWS
a8'O.C.
S-Z BEAM TO HOST
STRUCTURE ATTACHMENT DETAIL
COMPOSITE ROOF
TO BEAM TO POST CONNECTION
S-, OMPOSITE PANEL TO HOST CONNECTION DETAIL
A-3
SCALE: NTS
° -
A-3 SCALE: NTS
�] SCALE: NITS
f1-J
SHEETNO:
A-3