HomeMy WebLinkAboutPLANCONTRACTOR: TRI-COUNTY ALUM!VTT".4, INC.
DESIGN CRITERIA:
Applicable Codes. RegulationsLm1 Standards
1. The 6th Edition (2017) Hoddt Building Coda apecfcally Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part I -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.
Leading 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 16D4.5 and Table 1604.5:
Risk Category 1.
3.2. Ultimate Design Wind Speed: Vw.r = 150 MPH Nominal Design Wind Speed:
V.ssp = 116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6; Category Type 1-
Patio Cover / Screen Room: Non -Habitable. Uncondi0 fined
RoofType
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Num her FL 18464.R1.
Foundation Design
Existing concrete. No additional concrete footing or slab is reouired to resist the
loads imposed upon the existing slab by the proposed construction if the existing
slab is a minimum of4" 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
authorisation of Florida Aluminum Engineering, Inc.
3. Screen material shag be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
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. AR Self Mating Beam Sections are to be stitched with either 814 screws 6" from ends
and 24" center to center or H12 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 314" max - ASTM C 33
iu. 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 - ASTMA185
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 care or polyethylene curing permitted.
f Prior to placing concrete, treat the entire subsurface area fur 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. AB flashing and weatherproofing shall be provided by the contractor.
S. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability rot to exceed design
and engineering fee.
WIND SPEED AND EXP^07'RE HAVEBEEN DETERMINED I THE �q��tlggry/'
ANTECHNOLOGY
N OGG ECOUH "—j WEBSITE
ADVANCED �
• •• •'
-C 2 LLO OS
� O �
d : w Io # w It
• 10 a 4 0
LN :�
Z
O
sx:
PO!
1X3
(T1P) 2%3GIR
of (TYP)
in
3X:
Ip PO!
I
� 3X:
Le,
2XDJ
A-3
A-3
7'-4' 7'-4' 9'-0" 9' -0.
7'-4'
2X5SM8
2X5SMB
4TH WALL
4TH WALL
zd
2X3XO.045
END BEAM
2X3X0.045
END BEAM 3"X12"XO.019'
RHINO
2X3XO.045
END BEAM-
PAN
iO
c
e
2XE3X0.050
- EDGEDGE
EDGE
0
A-3 A-3 BEAM
BEAM
A-3
IT
22'-0"
\-- 1'-0'
7'-4" —k— 7'-4' 7'-4' 6'-0" 6'-0- —M— 6'-0'
22'-0" IV-0"
10'-OM
)90
)ST1
2X3GIRT
SCANNO
St. CuciB� ('rninfi�
N �
LU 0
0 N
0 Z Q LLI
_I aOo=
LU
rO J�N
O LU Z F
C a s
�.0
DRAWN B'
DATE DRAV
G�v 07/09/19
QO �;II� G� GO REVISION
G 5� • -
A-1
ALUMINUM MEMBERSDIMENSIOIT ',
*Igt'vo,
•`\\\\\I\NIII
HOLLOW SECT IONS
2x2: 2x 2"x 0.0"
-
•••,`'C ••
�!/
i
••• ��
1'/ ��I
\•• � •
2x3: 2"x3"x0.05050"
zxa: r xa"xo.oso"
m
2: 0
wi
U. y
2x 5: 2"x 5"x 0.050"
� Q 2 �
O �
OPEN BACK SECTIONS
CO
0-
' J
¢
v
F- O z
lx2: 1"x2"x0.040"
6 •;
lx3: 1"x3"x0.045"
i j 0
cn
SNAP SECTIONS
i���y0••• Z
�iy
2 x 2 Snap: 2"x2"x 0.045"
2�/ 'S'••••°'•
•
•••••••' O� •••
2x4Snap:
3"x 3"x 0.090' ///III/lll
* P\\•`•\
2"X4"x 0.045"
3•'x3"z0.090'
1111111
POST
POST
SELF MATING (SMBI
(2) 3/8" DIA CONCRETE
'
2 x 4 SMB: 2" x 4" x 0.0"'x 0.100"
SCREW ANCHORS
W
2x5SMB: 2" x 5" x 0.050"x 0.100"
(3"GONG. EMBED)
W I
2 x 6 SMB: 2" x 6" x 0.050"x 0.120"
(2) 3/8" DIA CONCRETE
Z OL
2x8SMB: 2"x8"x 0.072"x 0.124"
SCREWANCHORS
CONC. EMBED) I
z F`
0 r 9
2 x 8 SMB: 2" X 8" x 0.072^x 0.124"
1"x 3" OB W/ 1/4" CONCRETE INTERNAL/EXTERNAL
(T INTERNAL/EXTERNAL
IN z R, x 1/8' EXTRUDED
1
Z W wp
2x9SMB: 2"x9"x0.072"X0.124"
SCREWANCHOR6" 3" x 3' N 1/8" EXTRUDED
POST BASE W/(2)SW
W Z A
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
FROM UPRIGHT 8 @ POST BASE W/ (2) 3/8"
DIA THRU BOLTS
J IY
24" O.C. (MIN. 3" EMBED) DIA. THRU BOLTS
z Q
MINIMUM FASTENER EDGE DISTANCE: 1/2"
I
Z
O C N
MINIMUM FASTENER SPACING: 3/4"
— _ — _ _ _
Q w
CONCRETE SCREW ANCHOR
_ —
u (
4° °
W
SIMPSON TITEN HD OR EQUIVALENT
4" ° ; '
LL Q
SHEET METAL SCREWS (SMS):
a
9
ITW / BUB.DEX OR EQUIVALENT
•a'..•.
.. •et.
e • ..
C H
e
�:1
B-N" x 3" POST TO CONCRETE CONNECTION DETAIL
Z
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
Z—�
SCALE: NTS
A-2
A-2 SCALE: NTS
Zmm
J s
Q W
O Z
1/8"x T'x2"EXTRUDED
Q Z o
ANGLE 5052 H-32 ALLOY
W
W/ (4) 914 z 3/4" SMS
IJ
INTO DJ c
,A •' ' .'
'd. ...
IV
I
21N'MINO
SLAB/FOOTING nNCHoneeeememvr
SEE PLAN 'la •
°
I I
!
CHAIR RAIL MEMBER
1jj 0_
K
N O
W
SIDE VIEW
w co
-----� ---
z Maw
F_o0
J
(1)3/8"DIA CONCRETE
SCREW ANCHORS UPRIGHT
1"z
(2) p14 z 5/8" EACH FLANGE
7
F N
W m ¢ co
(21/4" CONC. EMBED) PRE -HUNG
DOORJAMB
EACH SIDE OF UPRIGHT
I 3"x3"x0.MY- R-1
Z J F
Z¢
POST
O J
M
_
' 160_`
0- LL
- - —
�.:
��10 Pr
J
DRAWN BY
1"x3"BASE PLATE • e
ANCHORED TO CON'4"
�`� Q
DATE DRAWN
CONCRETE SCREW AANNCCHHOOR e ' e • a • •
(MIV4"EMBED)
�ol..
07/09/19
REVISION
•
6"MAX EACHHS SIDE
AND 24"1 C. MAX .'6"'-
G
C
_
-•°
°°'+
CHAIR RAIL TO POST CONNEIC�HN�E�1ifSIL
FRONT VIEW
A-2 SCALE:NTS
a
DJ-1 UPRIGHTDJ UPRIGHT TOCONCRETE�PRE-HUNG
3HEETNO:
A_z DOOR LOCATION DETAIL
SCALE MS
/1
_
N
RHINO
PANE
FACED
#14 EMS 3/4"W/
••
••
••LL
WASHERNEOPRENE
®
NEOPRENE FACED
\\\\\
:
• / I�
'•
•6-
WASHER 12" O.C.
ALONG LENGTH
�A :•4:f
OF ALL END BEAMS
Q �Z -T
:2y
O p
?a :w v
¢a
IN
• V
F--
¢ Q
FLASHING Q. •: % Z
•'
Qv:
'��"�•••'.
•
2"x3"TOP RAIBY
L-NO
3"RISER
#14 x 3l4'SMSW!
OTHERS
/ L- '•.••
•' �( \
ANGLE REQUIRED UNLESS J
PANEL
NEOPRENE FACED
////,r,�
..••.•
SPLICED OR CORNER- I
AT W/ (4) #10 x 4" LG
WASHER 4" O.C.
31 x 12" RHINO
///,,IIIIIIII
I I 3 END BEAM
Q
PAN PANEL
*IIII
III
3'z3"x Dow, III II Icl
O
i
II
UPRIGHT I LL
TOP RAIL W/
III
W
I
W W
(4)#SMS
POST
W Jl.
INTO
INTO POST
2 x3
TOPRAJLW/4.'SMS
17'RHINO
#14x3lNEFACEEMS /
Z g
(7 (r--
(4)IHOOPOST
3"z
PAN PANEL
NEOPRENE FACED
WASHER 4" O.C. I
BUISTI NG '
BUILDING/'
Z W t0
W Z �
INTO POST1\
@
w
2"x Tx 3"LG
(3)3/8"CIA.
THRU BOLTS
(3)3l8"DIA
J
Q Q z
2"x2"x3"LG x1M"ANGLE
THRU BOLTS
Z d
x 118"ANGLE
!
2"x S'SMB
O W
__ .._
2"xS"SAS
3"x 3'•x 0.090"
Q
c
W ^Z U
(4)#10 x3/4" (4)#10z3/4"
POST
LL O
SMS IMO SMS INTO
3" z 3" x 0.090"
Q
SCREW BOSSES SCREW BOSSES
POST
F-
(2)INTOTOP RAIL (2)INTOTOPRAIL
_ _
(2) INTO POST (2) INTO POST
I
I
CONNECTION AT CORNER CONNECTION AT SPLICE
S-1 HINO PAN ROOF TO POST CONNECTION
S-2 RHINO PANEL TO POST (oD
4TH WALL DETAIL
= Z %+ 6
Z
S X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT
A-3 SCALE: MS
A-3 SCALE: MS
y p
C^ N
J z s
A-3 SCALE NTS
Q LLJ Wam
o z_
OZ3Ig
LL LLI
014 z 3/4" SMS W/
FLASHING
#14 x 3!4" SMS W/
NEOPRENE FACED
014 SMSx 3/4"WI NEOPRENEFACED
NEOPRENE FACED WASHER @ 4" O.C.
BY
OTHERS
#14 SMSx 314"W/
NEOPRENE FACED
WASHER @4"O.C,
Wx 17'RHINO
PAN PANEL
WASHER @ 12" O.C.
#14 x 314"SMS W1
ASHER @ 12" O.C.
ALONG LENGTH 3"x 12' RHINO
NEOPRENE FACED
RHINO ALONG LENGTH
OF ALL END BEAMS PAN PANEL
WASHER @ 4" O.C.
NEL OF � END BEAMS
2" x 3" TOP RAIL
w/ (4) #10 x 4" SMS
INTO POST
0_
H
OU
•
2"x 2'x 3"LG
W
. --_.x1/8"ANGLE
E
U
2END BEAM
EXISTING
(4)#10 x3/4"
Z Q W
BUILDING
318"DIA,—
j
.J
SMSIMO•'-I
SCREW BOSSES
O
THRU BOLTS
TOTAL)
—
" "—_--"`--"'(2)INTOTOPRAILm
1 117• x 2118" x11/2"x0.082'
I
(3
(2) INTO POST
'Wi zALUM
RECEIVING CHANNEL
W/(3)#12x3/4"SMS EACH
2"x S" SMB
I 8"x 112"z0.08Tx3"LONG/
EIVING CHANNEL W/ (3)
2'x S" SMBSIDE
Z Q
OF BEAM & (2) 3M"DIA // I
BOLTS INTO THE POSE
MS EACH SIDE OF
I BEAM & (2) 3/8" DIA. THRU BOLTS
1 v&" x 7• x l ve" x s' x OLOW,
�THRU
DRAWN BY
3/8" DIA THRU BOLT
I
3"z3"x0OST.09W
INTO POST
ALUM RECEIVING CHANNEL
TP
2"xS"SMB
POST
EACH OF BEAM&TO
EACH SIDE OF BEAMB(4)
414 x i"SMS INTO CORNER POST
DATE DRAWN
+�
Vj`_
`
J O G
07/09/19
3"x3"xO.090,,
POST
�� OG�
REVISION
�`
1
S-3 HINO PANEL TO CORNER POST 4TH
WALL DETAIL
S-4
RHINO PANEL TO CORNS POST CONNECTION
S-5 HINO PANEL ROOF TO POST
Ci
C ECTION
_
SCALE MS
A-3
-
A-3
NTS
4
A-3 SCALE: NTS
SHEET NO:
A-3
III
#14 x 3/4" SMS Wi
NEOPRENEFACED
3" RHINO PAN
WASHER ® 4" O.C.
ROOF PANEL
2' x ENE
EDGE BEAM
2'x 3"x 0.045"
KNEE BRACE
112"x 21/&"x 112"x
0.052" x 3" LONG ALUM
RECEIVING CHANNEL W/ (3)
#12 x 3/4" SMS EA. FACE &
(3) #12 x 314" INTO POST
• a 0
x 3" x 0.045"
IEE BRACE
112"x2 VWX 112'x
0.057 x 3" LONG ALUM
RECEIVING CHANNEL W/ (3)
#12 x 3/4" EMS EA. FACE &
(3) #12 x 3/4" INTO POST
3" x 0.090"
S'7 KNEE BRACE CONNECTION DETAIL
A-4 SCALE: NTS
014 x 3/4" EMS W/ NEOPRENE
FACED WASHER Q 12" O.C.
ALONG LENGTH OF ALL
END/CROSSBEAMS
2"
EDGE
2" x 3" x 0.046'
KNEE BRACE
3" RHINO PAN
ROOF PANEL
2
i
2�$
U_ d•
t 2 C)
O
n :w v
LIJ n ¢=
•.v, O
v~i QUO' O
z
� �y �
i�LO''•
#12 x 3/4" SMS W/
NEOPRENE FACED
WASHER
17' MAX
3" x 0.090"
R
0
112"x 3"LO GALUM '�
0.0NGCHNNEL ALUM
RECEIVING CHANNEL W/ (3)
#12x3/4"SMSEA, FACE&
(3) #12 X 3!4" INTG POSE ?eN
0S-H KNEE BRACE CONNECTICCbC
Q d / SCALE: NTS
z Uj
w
w Q
Z m
z k$
w Z
J �
z e[ z
OCA u
N z
W
LU J
O
W. F
Q.
0 Iff.]
C
L
mC
ZZ^
Z
i
m u
J Zmm
u
Q LU WamLu m
S
❑ Z�
z
tl
OZ
a
'c
LLW
-, a
lJ l O
� U
°u
e
0 N
z a W
�
f
Q O o 7 O
10
z
Lu
J I m
0z¢om
zIV
m d LL
RAWN BY
TF
DATE DRAWN
07/09/19
A-4