HomeMy WebLinkAboutLayout Approval designFILL
ONT
D ES
EAR
TEG
R 1 0 : ' 1F - F
APR 2 12020
Pei -nitting li-Department
St. Lucie County, FL
/4y
,CONTRACTOR: TRI-COUNTY ALL - `,IJM, INC.
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 ADM1 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. Ultimate Design Wind Speed: V-T = 150 MPH, Nominal Design Wind Speed:
VASD = 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, Unconditioned
RoofType
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Number FL 18464-R1.
Foundation Design
Existine 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.
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. Screen material shall 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent.
6. 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.
7. 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 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 flashing and weatherproofing shall be provided by the contractor.
9. Door location shall be determined by contractor in the field.
10. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
WIND SPEED AND FxpOISURE HAVE
BEEN DETERMINEI ING THE ADVANCED
TECHNOLOGY COLS.-. XS WEBSITE `
AND GOOGLE EARTH.
10'-0"
3X:
P0:
1X3
o (TYP) 2X3GIR
I (TYP)
N 3X2
P0:
3X:
a A
0
in
2XDJ
2XDJ
-\-3X3;
POS
8'-6" -
090
090
RECE:[\Il f7lJ'EBZOo
STLucie CountyPerm
rn
io
a
a
is °d
O U C
a 04
04
"t
I
b
0
I
16'-0" 21'-0"
37'-0"
A-3 1A-3
8'-0" 8'-0" 10'-6" 10'-6"
2X5SMB
2X5SMB ,
4TH WALL
4TH WALL
3"X12"X0.019"
RHINO PAN
2X3K.8.
(TYP)
3X3X0.090
3X3X0.090
3X3X0.090
POST
POST
POST
�
I
3X3X0.09t
uo
POST
2X3GIRT
�
1X3
(TYP)
A-2 A-2 A-i?
LL
5'-4" 10'
16'-0" 21'-0"
op. 01
go
10'-0"
3X3X0.090(TYP)A I
- 8'-6"
L090
'OST
1X3
2X3GIRT (TYP)
Uf
i
8- _6-
Z �
i
ti sw `°
* w 25
O-
IAJ
W
W p:
LL Z m
W Z �
J C' �
z az°
O 0. vWi
N N
N Q W
W � J
O O
dfn
/1 (X
L!J O
f]C
W
<C �_ U
� W J
W � N �
E zcnl
v
OU..I�i
BRAWN BY
TP
01 /23/20
SHEET NO:
A-1
ALf3'1 HNUM MEMBERS DIMENS]r�_",,
HOLLOW SECTIONS r
�' - i
•
����I�����
*• •
2x2: 2"x2"x0.046"
�����A�� •
• ��
2 x 3: 2" x 3" x 0.050"
V
2x4: 2"x4"x0.050"
;•!� co
LL
2 x 5: 2" x 5" x 0.050"
Q 0
O •
OPEN BACK SECTIONS
;zLu
n- ; LLI
�• J�
1 x 2: 1" x 2" x 0.040"
;•V,
1x3: 1"x3"x0.045"
= O
�0
SNAP SECTIONS
Z
O••••.•
��j
'• �y`��
2x2Snap: 2"x2"x0.045"
y '••
..•••'•••Q����,
2 x 4 Snap: 2" x 4" x 0.045"
I I 3" x 3" x 0.090"
I I 3" x 3" x 0.090"
41
111111
POST
POST
SELF MATING (SMB)
(2) 3/8" DIA. CONCRETE
I
I �
2 x 4 SMB: 2" x 4" x 0.044"x 0.100"
SCREW ANCHORS
2 x 5 SMB: 2" X 5" x 0.050"x 0.100"
(3" CONC. EMBED)
I I
W LLi
2 x 6 SMB: 2" x 6" x 0.050"x 0.120"
I I
(2) 3/8" DIA. CONCRETE
W
Z d
2 x 7 SMB: 2" x 7" x O.OST'x 0.120'>
SCREW ANCHORS
I
M
2 x 8 SMB: 2" x 8" x 0.072"x 0.124"
1"x W OB W/ 1/4" CONCRETE
I I
INTERNAUEXTERNAL
(3" CONC. EMBED)
INTERNAL/EXTERNAL
I I 3" x 3" x 1/8" EXTRUDED
(� p
z W w
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
SCREW ANCHOR 6"
I I 3" x 3" x 1/8" EXTRUDED
POST BASE W/ (2) 318"
W z
2 x 10 S1vIB: 2" x 10" x 0.092" x 0.398"
FROM UPRIGHT 11@
I PST BASE W/ (2) 3/8"
I I DIA. THRU BOLTS
J cc
24" O.C. (MIN. 3" EMBED.)
. THRU BOLTS
Q �( O
MINIMUM FASTENER EDGE DISTANCE:1/2"
NEIrDOIA
z wMINIMUM
FASTENER SPACING: 3/4"ED
OCONCRETE
SCREW ANCHOR:'
. :
'6„ 8 • : d •
J
SMIPSON TITEN HD OR EQUIVALENT
°
. . " 9.•
9
LWL
SHEET METAL SCREWS (SMS):
°
°'•
• a' .a
a
a
O ''
' °'
O
ITW/BUILDEXOREQUIVALENT
rd'.
a �'
°Q,"
a o q,a •''a
d I=-
• d
n
U
B-1
= o ,o•
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
3" x 3" POST TO CONCRETE
CONNECTION DETAIL
z Z F m
A_2
SCALE: NTS
/�
A-2
SCALE: NTS
. - m w O
Vr $�
G
ZI
'
Zj W�Jsmm g
W Qa�ro h
wZSS
W
Q w
� (� pad~~� a
0
1f8" x 2" x 2" EXTRUDED
�
C
O w v' O
ANGLE 5052 H-32 ALLOY
W/ (4) #14 x 3/4" SMS
I a e
LL
INTO DJ
® m
EPP
SLAB / FOOTING ' o
219' MIN CONC
a ANCHOR EMBEDMENT
SEE PLAN : q
,' o . y . • • e'
°
I i
I i
"A,CHAIR
RAIL MEMBER
I
D_
UJI
SIDE VIEW
I I
GC
W
ozw
'
J W
(1) 3/8" DIA. CONCRETE
/
I
1"x 1" x 1/8" ANGLE W/
I I
b m Z J
f
SCREW ANCHORS
I / UPRIGHT
(2} #14 x 5/8" EACH FLANGE
N
W W
(21/4" CONC. EMBED)
PRE -HUNG
EACH SIDE OF UPRIGHT
Z (n
Z 0
I DOORJAMB
I I 3" x 3" x 0.090"
POST
can
CLL
- - -
�
DRAWN BY
REVIEWED FOR
TP
a.
d.
1"x 3" BASE PLATE
ANCHORED TOCONC W/1/4" n
a
t' '•®®�
v qq
��1�i���Aq■
1�7® f 11Y
��E DRAWN
CONCRETE SCREW ANCHOR <'•
(MI"EMBED) °
4 ' , a a : ,'d
n
d
ST. LUCIE C®�
T 1/23/20
REVISION
6" MAX EACHHSIDE SIDE OF POST �
. • e;• „
1
Q
AND 24" O.C. MAX
~'d•a `'
,
•
C
��77 d�dS11
0cc
-
" e
CHAIR RAIL TO POST CONNECTION DET
FRONT VIEW
A_2
SCALE: NTS
-
FILE C®
4
DJ-1 UPRIGHT
TO CONCRETE PRE -HUNG
SHEET NO:
A-2 DOOR LOCATION DETAIL
SCALE: NTS
A.
v
3"x 12" RHINO
#14 x 3/4" SMS W/ !SPAN PANEL
NEOPRENE FAfl
" wI
WASHER 4"
#14SMSx314"W/
\\ '� •••
\\
�C/
•'••. y II
@
NEOPRENE FACED
12" O.C.
.•••
\\
\
/� II♦
WASHER @
ALONG LENGTH
• M
A �' �(/
'•: 2 L
LL06
OF ALL END BEAMS
�•
Q
• y
O
= 2 O
s
• •� Nt
Q • Zs
FLASHING 6G. ' > Z
U)BY
2" x 3" TOP RAIL - NO
REQUIRED UNLESS3"
RISER
#14 x 3/4" SMS
OTHERS / 0ANGLE
I PANEL
NEOPRENE FACEDx
CESPLICEDORCORNER-
3 12" RHINO
ATTACH W/ (4) #10 x 4" LGEND BEAM
WASHER @ 4" O.C.
PAN PANEL
� ��,,,,,
*,,��,`,\
III I�
I Z51"
I �
`
/
3" x 3" x 0.090" III I Io
II
UPRIGHT 2"x3"
III Icl
Z
u- TOP RAIL W/
I I W
W W
(4) #10 x 4" SMS
LLI
fZ
2" x 3" I NTO POST
I I
#14 x 3/4" SMS W/
lI
/
J/I
z M
(D 1 a
TOP RAIL Wf
3" x 12" RHINO
(4) #10 x 4" SMS
INTO POST
PAN PANEL
NEOPRENE FACED
WASHER @ 4" O.C./BUILDING/I
EXISTING�J
Z W (O
W z
�(3) 318" DIA.
(3) 3/8" DIA.
/
-J w
Q Q
— 2" x 2" x 3" LG
_ _ _
— —
THRU BOLTS
THRU
Z
Z
2" x 2" x 3" LG x 118" ANGLE
BOLTS I
d W
x 1/8" ANGLE
I I
2" x 5" SMB
V1 z
I
G V
2" x 5" SMB
3" x 3" x 0.090"
I
W
(4) #10 x 3/4" (4) #10 x 314"
I I
POST
I
LL0 J
SMS INTO SMS INTO
3" x 3" x 0.090"
I
0 =
SCREW BOSSES I SCREW BOSSES
I I
POST
_
~
(2) INTO TOP RAIL I I (2) INTO TOP RAIL
I I
I (
_
a
(2) INTO POST (2) INTO POST
i
i
I
CONNECTION AT CORNER CONNECTION AT SPLICE
S-1 HINO PAN ROOF TO POST CONNECTION
S-2 RHINO PANEL TO POST 4TH WALL DETAIL
Z v
z — w ^"
S X 3 TOP RAIL CONNECTION TO 3X3 UPRIGHT
A-3 SCALE: NTS
A-3
SCALE: NTS
t
z
$
A-3 SCALE: NTS
qN
J Z Q I.;J
<
W �awm
Z
Q W z 2 ---- W
z
Ouj s
#14 x 3/4" SMS W/
#14 x 3/4" SMSW/
#14 SMS x 3/4" W/ NEOPRENE FACED
FLASHING
BY
#14 SMS x 3/4" W/
NEOPRENE FACED
WASHER @ 4" O.C.
3" x 12" RHINO
NEOPRENE FACED WASHER @ 4" O.C.
OTHERS
NEOPRENE FACED
PAN PANEL
WASHER @ 12" O.C.
#14 x 3/4" SMS W/
WASHER @ 12" O.C.
ALONG LENGTH 3" x 12" RHINO
NEOPRENE FACED
3" x 12" RHINO ALONG LENGTH
OF ALL END BEAMS PAN PANEL
WASHER @ 4" O.C.
PAN PANEL OF ALL END BEAMS
2" x 3" TOP RAIL
w/ (4) #10 x 4" SMS
I
I
INTO POST
N CL
®I 2" x 2" x 3" LG
118" ANGLE
W OU
I x
Q W
2"x3"x0.050" a ;I
END BEAM
EXISTING/
®
°
Q Q Z W
® I
BUILDING/
3/8" DIA.
THRU BOLTS
I I °
® -
I
® S4MS11NTO
I SCREW BOSSES
I I (2) INTO TOP RAIL
J W :D
ri m Z
I) N
0)
1 1!2" x 21/8" x1 1/2" x 0.062"
1
(3 TOTAL)
2 INTO POST
()
—Wi Z fn rn
ALUM RECEIVING CHANNEL
W/ (3) #12 x 3/4" SMS EACH I
I
2" x 5" SMB
1 1/8" x 21/8" x 1 1/2' x 0.062" x 3" LONG
I ALUM RECEIVING CHANNEL W/ (3)
2" x 5" SMBJ
I
Q z< 2 M
ti O J
SIDE OF BEAM & (2) 318" DIA. I
I
I I #14 x 3/4" SMS EACH SIDE OF
I
�- LL
THRU BOLTS INTO THE POST I
I
I
I
BEAM & (2) 3/8" DIA, THRU BOLTS
I I INTO POST
1 1/8" x 2" x 1 1/8" x 5" x 0.062"
ALUM RECEIVING CHANNEL
REVIEWED FO
DRAWN BY
3/8" DIA. THRU BOLT
1
3" x 3" x 0.090"
W/ (4) #14 x 3/4" SMS INTO
TP
2"x5"SMB I I
POST
i i
EACH NTOORBEAM RPOST
#14 x 1"SMS INTO CORNER POST
CODE C PLIA
ATE DRAWN
--
3" x 3" x 0.090"
I
ST. L ®gyp' E C ®U � p
�j7�®®/ ��
I ® a � �23�20
POST
REVISION
®®CC
-
S-3 HINO PANEL TO CORNER POST 4TH
WALL DETAIL
S-4
RHINO PANEL TO CORNER POST CONNECTION
SCALE: NTS
S-5 HINO PANEL ROOF TO POST CONNEC �� �®
_
SCALE: NTS
A-3
A-�]
J
A-3
SCALE: NTS
_
SHEET NO:
A-31
0
N
oo
VIP
ipo
10
,Q7 • lv M LL A. 2�
Q rZ o O O
a: Lu c>, �c w w Q
s •v O•
�0 c~r�Qv• O
IrAo
#14 x 3/4" SMS W! NEOPRENE
3" RHINO PAN
FACED WASHER @ 12" O.C. 3" RHINO PAN #12 x 3/4" SMS W/
ROOF PANEL #14 x 3/4" SMS W! ALONG LENGTH OF ALL ROOF PANEL NEOPRENE FACED
/_NEOPRENEEND / CROSS BEAMS WASHER @ 4" O.C.
2" x SMB WASHER @ 4"OECD.
EDGE BEAM
a o a
2" x 3" x 0.045"
END BEAM
2" x 3" x 0.045"
KNEE BRACE
1 1/2" x 21/8" x 1 1/2" x
0.062' x 3" LONG ALUM
RECEIVING CHANNEL W/ (3)
#12 x 3/4" SMS EA. FACE &
(3) #12 x 3/4" INTO POST
V- \_3" x 3" x 0.090"
POST
S-7 KNEE BRACE CONNECTION DETAIL
A -A SCALE: NTS
12" MAX
OVERHANG
a a a
2" x 3" x 0.045"_./
3" x 3" x 0.090"
KNEE BRACE `
POST
E®
\ ®
I I
I;r. tl IE " V
1 1/2" x 21l8" x 1 1/2" x `
,QODE
COW
0.062: x 3" LONG ALUM
,�1
RECEIVING CHANELW/(3)
#12 3/4" SMS EA. FACE &
�a ® ����' �dJ
f '
x
(3) #12 x 3/4" INTO POST
c2e%lp- .(
S-8 KNEE BRACE CONNECTION DELI LE Cop
A 4 SCALE: NTS
/z W
W
W d
z
Rf
W z d
fZ'
J
z ¢Z
O °' n
N
N
Lu U
O OJ
w
Uo
^�
z
Z
C �C m1a
5 z HM
C
W ma",�`.7
Q W z2a°s
~iE g
�
o Z
a
C
W
IL
LL
V) ()�
W 0
U
QZ Z W
¢ 9gC)
W J
I Z F 0)
cc 3O
If LJL
NREVISIO_N
N
SHEET NO:
A-41