HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Southern Screen Solutions Inc.
DESIGN CRITERIA:
Applicable Codes Regulations and Standards
1. The 7th Edition (2020) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of fire
Aluminum Design Manual prepared by The Aluminum Association, and the AAF
Guide to Aluminum Construction in High Wind Areas.
3. ASCE 7-16.
Loading Criteria
1. Live Load: 10 PSF for 7th Edition (2020) Florida Building Code, Appendix I
Section 105.1
2. Dead Load: 1 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: Vm = 150 MPH Nominal Design Wind Speed:
Vasa = 116 MPH.
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-
Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0 024" composite panel Elite 2000, 1.04 density foam,
Florida Product Approval Number FL 7561-R5.
Foundation Design
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 of4" thick and in sound condition, free from structural
cracking, sculling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. At work shall be in accordance with the 7th Edition (2020) Florida Building Code,
and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 TS 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. At Self Mating Beam Sections are to be stitched with either N14 screws 6" from ends
and 24" center to center or 812 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
H. Aggregates - I-arge 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 u:
I. Reinforcing Baru - ASTM A615, grade 60
ii. Welded wire fabric - ASTM At 85
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 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 wet a polyethylene vapor barrier.
Ii, All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
I. 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 EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
1X2
0 2X2GIRT o
.' (TYP) I i.
1X2
"Is 10'-4"
20/20 SCREEN TO BE USED
IN THIS PROJECT
i6" ALUMINUM KICKPLATE
(TYPICAL)
BEAM
3"X48"X
1.0# DENSI
COMPOSITI
3X2XO.050
EDGE BEAM
3X2X0.050
r
END BEAM
024° o
V POAM u
PANEL
12'-6"
1'-0,•
M
2X3PB
2X7SM6
2X3PB
C
2X3GIRT
q-2
(TYP)
0
I
1X2
(TYP)
A-2
A-2
6'-3"
- 6'-3"
�J
Q:
V•••
_ i h
a: W
C'0 J =.
W g. _
i �O •,
.•• COD
m: -
RECEIVED
SEP 13 2021
Slt. Lucie County
Permitting
tY LU
w
w a
Z kon
F W
W Z
Z Q Z
O a N
N z
�i w
LL ` :3
0 �
a
n
Z Z
gi
a
G
z�
r
Q' LLJ warm
Q LLi
Z_ gr
_d
z
$
W N
m
c
Ll-
o
N —
w 0
� N
0 it
Q Q
w Z U
z gv
Off. a,a<-J
TP
DATE DRAWN
Ado
` 08/31/21
aatn .Inm
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x 2: 2"x2"x0.046"
2X3: 2"x3"x0.050"
2x 4: 2"x4"x0.050"
2x 5: 2"x5"x O.OSU"
OPEN BACK SECTIONS
1x2:1"x2"x0.040"
1 x 3: 1 " x 3" x O 045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0 045"
2 x 3 Snap: 2" x 3" x 0 050"
2x4Snap: 2"x4"x0045,=
KICK PLATE NOTES:
I. 0.024 ALUM
2. SCREW ALL CORNERS
3. 100 B-t208 WIND ZONES
USE#8x5/8"SMS@12"O,C.
4. 120 C-140 B WIND ZONES
USE SM"SMS@8"O.C.
5. 140 C - ISO B WIND ZONES
USE #8x 5/8"SMS@6"O.C.
6. 1500& ABOVE WIND ZONES
USE #12x 5f8" SMS @ 6" O.C.
7, SCREW GIRT, BOTTOM RAIL
& BOTH SIDES
8. MAX KICK PLATE HT=36"
21/2"x VS" x(GIRT OR PURLIN
WIDTH + 1/2" x BEAM DEPTH
•• ••
V
�'•
Q)((/ 17
_— coT9
Z 03
- n-: W V'
U P
N••i Z
e
�j'"O(�•.• �
•/7� °
//
J
••
i
LL •`•
W _
Q
F -
Nk.•\
• r
••.•' `•(/\��
n^O\[`\S
1/8"x2"x5"EXTRUDED
ANGLE 5052 H-32 ALLOY
EACH SI DE W/(6)#14x 3/4. UPRIGHT
SMS I INTO THE UPRIGHTS
(2)3/8"DIA. CONCRETE 1/8"x2"x2"EXTRUDED
SCREW ANCHORS ANGLE 5052 H-32
(2114" CONIC. EMBEDMENT) ® ALLOY EACH SIDE
o • •
• • • i"x2"0.6. BASE
PLATE -TYP
e zill' MIN OduC .
a w ANCHOI�EMHEOMEM 2" MIN EDGE
a-�- DISTANCE FROM
R
e ,. -+ EXTERIOR FOF
SLAB FOOTING z n "♦--MIN---���FFF COLUMN TO OUTSIDE
SEE PLAN a EDGE OF SLAB
� W
W
W d
Z ,
Z W
W z u
ik
Q Q p
z p- W
0 N
LA Q w
N U
LW6 O J
0 =
1 H
SELF MATING T'x4"x0.
2x4SMB: 2"x4"x 0.044"x 0.100"
2 x 5 SMB: 2" x 5" x 0.050"x 0.100"
2 x 6 SMB: 2" x 6" x 0.050"x 0.120'+
2 x 7 SMB: 2' x 7" x 0.057"x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" 8 10" x 0.042" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 112"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW /BUILDEX OR EQUIVALENT
SIDE VIEW
(1) 112" DIA. THRU BOLT W/ NVLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
(3) 3/8" DIA, CONCRETE NUT, JAM NUT W/ THREADLOCKER
SCREW ANCHORS MAY BE U5E0
(21 /4" CONC. EMBED) TIGHTEN TO CONTACT - DO NOT
EACH SIDE OF UPRIGHT OVERTIGHTEN
, f °< 1 x 2 BASE PLATE ANCHORED
r TO CONC W/ 1/4 CONCRETE
'a a LN s SCREW ANCHOR (MIN 21/4"
SLAB/FOOTING e a EMBED)6 MAX EACH SIDE OF
SEE PLAN POST AND 24" O.C. MAX
OR UPRIGHT DEPTH -1/2')
ALUM BACKING PLATE (
6063-T6 ALUMNINUM
(4)#10x 11/2"SMS INTO
CHAIR RAIL MEMBER SCREW BOSSES
SNAP OR SELF -MATING BEAM
ONLY
FRONT VIEW
$
B x 7" SMB UPRIGHT TO CONCRETE DETAILS
/i-2 SCALE NTs
Ci CHAIR RAIL TO UPRIGHT DETAIL
A_� SCALE: NTS
/Y
� V S
Z Z N
~, e
v
J z y�I mm
W q
z
N
W6
QWz J„
1"xTO.B. FASTENED TO CORNER
POST W/#12x11R"SMS AT 6"FROM
TOP & BOTTOM RAILS, TYPICALLY @
1/8"x2"x2" EXTRUDED ANGLE 5052
1f8"x2"x2"EXTRUDED
ANGLE 5052 H-32 ALLOY
Wf(4)#14x3/4"SMS
INTO DJ
Z fi
J LLI
LL
g
9
CORNER POST
SH-32MS ALLOY EACORNER "DA. #14x2"
POST 8 (1) 3/B" DIA.
6„ ,SM61NT0
CONCRETE SCREW ANCHOR INTO
ti CONCRETE
s
U
a`
WOOD
1/4 DIA, x 3 WOOD SCREWS,21/4"
`6' FROM GIRT & @ 12" O.C.
CONIC:
SC DIA. x ANCHOR, 6"
x SCREW ANCHOR 8"
\ FROM GIRT &@24"O, C.
(4) #10 x 1 1/2" INTO
SCREW BOSS
..... .... .. .. __.. _
\
I /\ --- ----
\ �2'p. HOLLOW
` SECTION GIRT
SMS ---
(U)SCR BOSSES
SCREW BOSSES
MIN CONIC
ANCHOR EMBEDMENT
SLAB/FOOTING
SEE PLAN 4
°,
SIDE VIEW
2
}— CORNER POST W/ t" x 2" @
1/8"x2"x2"EXTRUDED I SAC
ANGLE 5052 H-32 ALLOY BACKSIDE
W/ (4) #14 x 3/4 SMS
3/8" x LENGTH AS REQUIRED
INTO DJ FOR 21/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
1"x 2" BASE PLATE _
ANCHORED TO CONC W/ 1/4"
rNC�OR
" BECMFNT
MEDMTHRU
SLAB/FOOTING
SEE PLAN
a .4Ln
SIDE VIEW
(1) 3/8" DIA. CONCRETE
-
SCREW ANCHOR6 UPRIGHT
(21f4"GONG EMBED) I�j PRE -HUNG
DOORJAMB
W to
Q
W J 7� U
W cn
—z Z
O Z _ 2 m
LL'
cc Q Q J
DRAWN BY
C`
Y
\ T
„x 2
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
a
#I---
,a "S'
L° ,y
1"x 2" BASE PLATE
P
ANCHORED TO CONIC W/ 1/4 U
CONCRETE SCREW ANCHOR a
(MIN EMBED)
6"MAX EACH SIDE OF POST
AND 24 O.C. MAX 6
_+
R
DATE DRAWN
08/31 /21
REVISION
1 -
2 _
c__l 9X2 TO HOST STRUCTURE DETAIL
A 1 SCALE'NTS
G
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
A-2 SCALE: NTS
FRONT VIEW
DJ-1 UPRIGHT TO CONCRETE 0 PRE -HUNG
A-2 DOOR LS ACATION S DETAIL
4
SHEETNO:
n _
\\\\��111111/////
o•J=
- U
N�• Z
Q
W
WOOD HEADER:
(1) 3/8" DIA. x 3" LAG SCREW INTO HEADER
�j
•• ,�
�\
CONCRETE HEADER:
(1)3/8"DIA,x3"CONCRETE SCREW
3" COMPOSITE ROOF
W/ #14 x 4" SMS W/
e O,
// a e•.a.•
•P919
•'
�\
ANCHOR INTO HEADER
11/2"DIA. NEOPRENE
FLASHING- INSTALL
J
//�C
FACED WASHER @6"O. C.
UNDER EXISTING DRIP EDGE
3"x 0.062"EXTRUDED
f\.\� /
RECEIVER CHANNEL
#14 x
L
IXISTING
Lu W
I X HEADER \ I
TOP D BOTTOM
W/ 1 V2" DIA. NEOPRENE
W
a
WASHER @ TOP SCREW ONLY
z W
z Z' lD
Z Ci
...__ ...__.. . _ _ _ ... _ .. _ _._ __
-.. -... ._._ _.
+ ',+ rt "t n
1 x 2" HOLLOW
SECTION
�
I: ri < a 1
,.;:� v ;...'; •;
G
Z
CONIC. HEADER:
(4) #10 x 2" SMS EACH SIDE
HT.E D
HEADER BEAM
�i, .., ,v
Z
Q 1 N
1 /4" DIA, x 2" CONCRETE
SCREW AN 6"FROM
INTO SCREW BOSS
2" x 2" x 0.125" ALUM ANGLE W/ POSTS AND @ 24" O.C.
i/4"DIA.x3"
LAG
W
(4)#14x3/4" SMS I NTO U PRIG HT WOOD HEADER:
SNAP OR
3" COMPOSITE PANEL
@12"O.C.LL
@ 12" O..
W O J
1/4" DIA. x 2" WOOD SCREWS
`-SELF-MATINGo
_
6" FROM POSTS AND @12"
BEAM ONLY
I'
O.C.
CL
2" x UPRIGHT
gg
Z
POST TO HEADER DETAIL
S COMPOSITE ROOF TO POST
CONNECTION
S-1 COMPOSITE PANEL TO FASCIA DETAIL
1�U9
Z ;4B-�
X.3 J SCALE: NTS
A-O SCALE: NTS
A-3 SCALE: NTSQi
3 ry
F1 J
Z
i.
w
LLLI i
Q W
Z q¢qg J
2~�
a"i UI er
IIZ
LL
Q
R
914 SMSx 1" MIN. LONGER
THAN PANEL W/1 1/2" DIA.
CONIC. HEADER:
EXISTING
HOST WALL
#14 x 4" SMS W/
1 1/2" DIA NEOPRENE
NEOPRENE FACED WASHER
@ 12 O.C. ALONG LENGTH
1/4 DIA x 3"CONCRETE
SCREW ANCHOR @ 24" O.C.
FACED WASHER @ 8 0 C
OF ALL END BEAMS
WOOD HEADER: EXI TING
1/4 DIA. x W WOOD SCREWS HEADER
T. x 2
"
@ 12 0.0
END BEAM
�//�
7 %� J
l/��
3"x0.082"ALUM v aK 'e
uj co
d' N
RECEIVING CHANNEL '! ``'
W/#10x3/4'TOPAND J
Q
2'
��. /r
".,» .�-. w» =.m a.•.. M
��
BOTTOM AS END CAP 3 x 2'P
END BEAM
3' x 2'
ANGLEREQUIRED TOP RAIL - NO - '�<=_` -'
y J w r
V
_ --'
SPLICED OR CORNER - (
Lu W U N
-- - --- --- — -- --- - - J�
1"x2"HOLLOW ���/ I
(4) #10 x 2" SMS INTO
SCREW BOSSBEAM
OF END
/r
f
III li
ATTACH W/ (4) #CORNER IIII
(4)#10x 2"SMS INTO
Z
Q M
SECTION
\ /\ �I
1 R\SCREVV
a a N a LL
DRAWN BY
WOOD:
j\
114" CIA , x 3" WOOD SCREWS \ /
1"x 3" O.B. FASTENED TO HOST O D/ �i
1/4' DIA. 3 LAG SCREWS, 3 �,
i
z 2 OPEN BACK ATTACHED
POST TO CORNER POST W/ #12 x 1 1/2"
@ 1C O.C. � / `I
x
FROM GIRT & 12" O.C.
%J
(
SMS MAX. 8" FROM EACH END
TP
I
@
CONC
�i
f�
OF Posy&@2a"o.c.
DATE DRAWN
1/4"DIAx 3"CONCRETE
SCREW ANCHOR @ 24" O.C. /� 1
1/4"SCREW"CONCRETE
SG.x3"COHORa"
J
I'll �)
( I
311
081/31/21
REVISION
1"x2"HOLLOW V [�
FROM G I RT & @ 24" O.C.
III �dO3
SECTION
EXISTING HOST
B-2 1X2 TO HEADER DETAIL
S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
S-3 COMPOSITE ROOF TO ROOF TO POST4CORNER CONNECTION CONNECTION
p �q] SCALE: NTS
A-J
4 -
SHEET NO:
A_3 SCALE NTS
A_3 SCALE: NTS
A-3
\V
4
0