HomeMy WebLinkAboutWindspeed & ExposureCONTRACTOR: The Porch Fact- LLC.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16
Structural Design, Chapter 20 Aluminum, 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.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: VuLT =150 MPH, VASD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: D
4. Screen Roof Enclosure Table 2002.4
Foundation Design
Existing concrete. No additional concrete footing or slab is required to
resist the Ioads imposed by the proposed construction if the existing slab is
a minimum 4" thick with an 12" x 12" thickened slab edge and in sound
condition, free from structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. 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.
2. Aluminum extrusions shall be 6005 T5 Alloy . .
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. All Porch Factory Beam Sections are to be stitched with #12 screws, 6" from
ends and IT' center to center.
6. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
7. Screen material shall be 18/14 screen. unless approved by Suncoast
Aluminum Engineering, LLC.
8. Door location shall be determined by contractor in the field:
.9. When installing pavers over concrete slab or. footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers
must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to
ensure full positive contact with concrete.
10. All flashing and waterproofing shall be provided by the contractor.
11. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
Roof Type
Roof Type: MANSARD
WIND SPEE-- `.'D EXPOSURE HAVE
BEEN DETEt. .NED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSTTE
AND GOOGLE EARTH.
16-6•1
Jum
PERM, 11-TIWG
St. Lucie County, FL
ARE THE RESPON'bwfP OF THE
Como* OF RECORD
i nE0-E PLANS AIND ALL PROPOSED WORK
,ARE SUBJECT TO ANY CORRECTIONS
7QUIREDS`Y FIELD INSPECTORS
�SP-9QpECTOR��Sqq THAT
JPVV ,
3c. m P vi wri° 4 khL APPLICAft iN. C00ES.
4 ----------------------------------------
1 f ��
n .— ixztl7F')
NIn
`ol
0
0
n
mNn
2X3
2X3
� maIn
2X3
m�
A-2
2X3
1X2(iYP)
PIE
2X3
min
2X3
� N
03
6'-34'
1 6'-34'
1 6'-34-'
1 6•-34-
i 6•-34'
A-4
6•-34'
A-2
6'-34-
W
LL
¢=
�.
oW
Z n �": p
i �O
••
%
•�c •PFZ l.<'
�i, .
M
* 00—0310
ST. LFiC7- C0I.i1VTI'`Y PUILDPDIVISION
REVrEit',:iD FOR NIPLIANCE.
DA. T E
I1LA1S ,- D PERivIIT MST HE INEPT ON
o ❑
cc ui
UJ ¢o �m
U.Z
0 < v
! =m am
W �� N�
z z
Z Z W Q W
Wz 2z
Z Wu Ou
Z � _�
W Vl I"' LL
Z ...
0
J
aZ
Z o�
arimoo
Q LLIW 9' 9'
O W t; N
ln���
Z (9 a
Z
(n W
c!f �
to �
W w
0 �
Q Qw
F— o
U
V uJZWN
W ato Lco
O J O it M
d d--OlLi
DRAWN BY
TP
DATE DRAWN
05/26/17
REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DIlVIENr ;S
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2 x 3: 2" x 3" x 0.050"
2x4:2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
ix2: 1"x2"x0.040"
1 x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SUB: 2" x 4" 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 0.05T' x 0.120"
2x8SMB: 2" x 8" x 0.072" x 0. 124"
2x9SMB: 2" x 9" x 0.072" x 0. 124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2" .
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
PFB: PORCH FACTORY BEAM
MEMBER SIZE
EDGE "C"
2X4SMB
Yz'
2X5SMI3
1"
2X6-2X10SM6
1Y"
MEMBER SIZE
EDGE "C"
3.75 PFB
X,
5.75 PFB
1 Y"
6.75 PFB
1 X.
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM-
W/ (3) #10 x 1 1f2" SMS
1" x FASTEN TO EAVE RAIL
W/ #10 x 1 1/2" SMS 6" FROM
UPRIGHT & 24" O.C.
(1)1/2" DIA. x 21/2" THRU BOLT
W/ NYLOCK JAM NUT- IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DO NO OVER TIGHTEN.
1 /6" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
BRICK
BONDED TO
2111' MIN CONC
ANCHOR EMBED.
6
SLAB / FOOTING
SEE PLAN r,
(1) 3/8" DIA. CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
3' (1)1/2' DIA. THRU BOLTw/ NYLOCK
i JAM NUT - IN LIEU OF NYLOCK JAM
NUT, JAM NUTw/THREADLOCKER
MAY BE USED
® TIGHTEN TO CONTACT -DO NOT
OVERTIGHTEN
1114 MIN CONC
'ANCHOR EMBED.xt
e" ,.w
4 '
SIDE VIEW
1 " x 2" BASE PLATE
ANCHORED TO CONC W/ 1W
CONCRETESCREWANCHOR
(MIN. 1 1/4" CONC. EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
SLAB I FOOTING 'a �. ° g : 36 Y• j k
SEE PLAN a -r
FRONT VIEW
B UPRIGHT TO CONCRETE W/PAVERS DETAIL
A_2 SCALE: NTS
BEAM NOTCHED 2" x PURLINS ATTACHED TO
OVER UPRIGHT BEAM WMIN (4) #10 x 1 1CY' SMS
(SEE A-1 FOR SIZE) , PLACE WASHER UNDER SCREW
IN GUSSET CORNER
T.
MIN.
I UPRIGHT
1 (SEE A-1 FOR SIZE)
PATENT PENDING
UPRIGHT TO BEAM CONNECTION
A_2 SCALE: NTS
3/16" 5052-H32
1 1/4"
NOTE:
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING.
#14 SMS @ 1 1/4" O.C.
r(32 TOTAL)
TYP
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4"
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
21I2" x 1/8" x (GIRT OR PURLIN
WIDTH + 1/2" x BEAM DEPTH
OR UPRIGHT DEPTH -112 )
ALUM BACKING PLATE
6063-T6 ALUMNINUM
CHAIR RAIL
�-�
File
a.
wIx: �=
N�.> d
�°,� o. Z=
i
I
IIII\
PROFS
SIONAL SEAL
#10 x 1 1/2" SMS INTO
REW BOSSES
/BEAM
C PURLIN OR GIRT TO BEAM OR POST DETAIL
A_2 SCALE: NTS
2" x 3"
1"x 2" x 0.044" OPEN BACK
FASTEN TO EAVE RAIL W/
#10 x 1 1/2" SMS SPACED 3"
FROM UPRIGHT & @ ZV O.C.
x PURLIN
2" x 2" x 1/8" x 4" LONG ALUM
ANGLE EACH SIDE UP UPRIGHT W/
(2) #12 x 39' SMS INTO PURLIN
(2) #12 x 34' SMS INTO 2" x W
(2) #12 x 314" SMS INTO UPRIGHT
(2) #12 x 314" SMS INTO 1" x 2"
F SLOPED PURLIN CONNECTION DETAIL
A_2 SCALE: NTS
❑ S
LJ
OV W C
cc CL
W
O Z�
CC cm Qm
Lu
W �� N�
Z z z
Z W Q W
Wz 2z
w
Wu Ow
5-:2
Z :3s
Lu N
ZVo
J �
J J
=
a �' t
z o-
N
Z1.om
m o
N � I-o m
Q
U
QW w J C7 cp
w
0 Z=
F n n
7
Z (D '3^^
c
5 Z euQl�iC
O
(n W � r-8
LL
N
0 ,
N
�
0
�
Z
Q
Q U
Z D'
L)
(A - Lu N
W
0- (n 0_ 00
O
�oIxA
=
= O O J
a
0_�LLLL
DRAWN BY
TP
DATE DRAWN
05/26/17
REVISION
SHEET NO:
A-2
W WIDE x 0.125 'Z' BRACKET
\
3/16" CABLE
/
@ EACH BEAM ATTACHED TO
S.S.
6" WIDE x 0.125"'2' BRACKET
NOTE
FASCIAET 3 x LAGS (3
1!8" x 6" x 1 1/4" A-36 GALV,
•. /� /i
@ EACH BEAM ATTACHED TO
AGx
FASCIA W/ 3/8" x 3" IAGS (3
(2) 3/8" DIA. x 4" LAG SCREWS FOR
N 1
PER BRACKET) AND (1) 3/8" x 3"
STEEL CLIP W/ (2) 3/8"DIA
.'•
•
•' �
SPANS GREATER THAN 30'-U'
LAG @ 24" O.C. AT GUTTER
x 2 3!4" EMBEDMENT
� %• ch
-�
PER BRACKET) AND (1) 3"
CONCRETE SCREW
0
O 4:
LAG @24" O.C. AT GUTTER
(1) 318" DIA x V LAG
(1) 3l8" DIA x 4" LAG
ANCHOR
_ a ; Z co
SCREW INTO EXISTING
SCREW INTO EXISTING
-_ W tY
_
~ Q
1"x 2" x 0.044" OPEN BACK
W/ (2) #10 x 2 l/2" SMS THRU
OVERHANG FRAMING
OR RAFTER TAIL
1" x 2" x O.W' OPEN BACK
W! 2 #10 x 21/2 SMS THRU
()
OVERHANG FRAMING
OR RAFTER TAIL.
DBL COMPRESSION
U
j
Z
BEAM INTO SCREW BOSSES
BEAM INTO SCREW BOSSES
SLEEVES
, ,c d n ,
�•.
co 4
c
` n
`
(1)#10x11/2"SMS 6"
FROM BEAM AND 24" O.C.
(1)#10x11/2"SMS6
FROM BEAM AND 24" O.C.
,
°a m <
% "O••
�/
. • •
\
II11\0 In
\
• •
~
PROFESSIONAL
SEAL
• •
SLAB / FOOTING
MATING
SEE PLAN
ELEMENT
3/16" S.S. CABLE
cc
• •
2" x 2" x 1 /8" x 2" ALUM.
cc
• •
CONTRACTOR TO VERIFY
RECEIVING CHANNEL W!CONTRACTOR
(4)#14 x 5/8"SMS
TO VERIFY
2" x 4" FASCIA - IF LESS
1 1/4" x 5 5/8" x 1!8"
ALUM FLAT BAR
O
w �
Lu G.
•
2" x 4" FASCIA - IF LESS
THAN 2" x 4" FASCIA, 2" x 4"
BE
�5"
1-1/4" O.C. INTO BEAMTHAN
EACH SIDE
2" x 4" FASCIA, T' x 4'
SUB FASCIA SHALL BE
=
6063-T6 ALUMINUM
V
LL I
CC
a
�^
1!8"x2"x2"xZALUM • •
SUB FASCIA SHALL
am
Q$ W i
ANGLE W/ (4) #14 x 3/4°
SUPER PLACED OVER, LENGTHEN
GUTTER TO FULLY
PLACED OVER, LENGTHEN
LAG SCREWS TO FULLY
O
,
Q i
SMS EACH FLANGE.
LAG SCREWS
PENETRATE SUB FASCIA.
,
SLAB/FOOTER
p[ w Q w
EACH SIDE OF BEAM
PENETRATE SUB FASCIA
_ 4 n
C,
MID DEPTH
fD:
0 m m
IF OTHER FASCIA, ADD 2" x
IF OTHER FASCIA, ADD 2" x
a `
W
d
0.062' BACKING PLATE ON
4" PT FASCIA w/ 112" LAG
4" PT FASCIA w/ 1/2" LAG
•
Lu
INSIDE OF GUTTER
BOLTS -1 1/2" INTO TRUSS
5" SUPER GUTTER
BOLTS -1 1/2" INTO TRUSS_Z
Z N Q
2118" x 1 1/8" x .062" (MIN.)
TAILS -COUNTERSINK
FLUSH. WHEN INSTALLING
TAILS -COUNTERSINK
FLUSH. WHEN INSTALLING
°
a x: 'a
W z z
W u O u '
ALUM RECEIVING CHANNEL
1/2" LAG SCREWS,
1/2" LAG SCREWS,
Z
W
rn ~
W/ MIN. (2) #12 x 3/4" SMS
PRE -DRILL w/ 3/8" DRILL TO
PRE -DRILL w/ 3/8" DRILL TO
" " i
PREVENT SPLITTING.
PREVENT SPLTFfING.
(1) 3/8" DIA x 3" EMBED
SLAB / FOOTING
i
CONCRETE SCREW ANCHOR
SEE PLAN
z_ .r
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
G-1 GUTTER BRACE &PURLIN ATTACHMENT DETAIL
H-1 CABLE
CONNECTIONS AT FOUNDATION
U ti
A-�
SCALE: NTS
A_3
SCALE: NTS
A -�
/-�
SCALE: NTS
J _
Q Z o
(.- znom s
tmoc8
W W 9' T W
O 7 =F ^^ V
GUSSET PLATE
SELF MATING
z V 3 GC p
PER ESERIES
BEAM
= z @8 6 O
(A W 'u-
4"
PURLIN MAX-
(9) #14 x 3/4 SMS
1/8" PLATE ON 45• ANGLE
'
}
WOOD:
CONTRACTOR TO INSTALL
6063-TS ALUMINUM
`
f p
#10 x 3" WOOD SCREWS, 6"
(2) #14 x 2" SMS THRU BRACE
v J
Ln Of
FROM GIRT & @ 12" O.C.
INTO BEAM THRU GUSSET
� Ill
CONC:
PLATE
- — — — —
/
ER
j
1/4" DIA. x W CONCRETE
• • • •
SCREW ANCHOR, 6'
DETAIL #2
•
Q Q W
FROM GIRT & @ 24" O.C.
— — — — —
U
(4) #10 x 1 1!2" INTO
•
Of
U U Z ED N
SCREW BOSS
•
a.
EYE BOLT FOR CABLE TENSION
�I
=OO J
1112 CONTRACTOR SHALL RUN
I
DRAWN BY
i
2" x 2" OR 2 X 3"HOLLOW
4"
1!4" THRU BOLT TO ATTACH
• W/ NYLON WASHER &
PERIMETER FRAMING
{ I
TP
DATE DRAWN
I SECTION GIRT
•
MAX. STAINLESS STEEL NUT
•
I i
05/26/17
i
1„x2„
• 5„
j (
REVISION
1.1/2" x 5': x lz,
(4) #12 EA MEMBER
-
2
Q
5052-H32 PLATE
DETAIL #1
3
Q -
SHEET NO:
C-11X2 TO HOST STRUCTURE DETAIL
H-3 ROOF BRACING CONNECTION DETAIL
H-2 CABLE CONNECTION CORNER
A_3
SCALE: NTS
n _�
SCALE: NTS
n -�
SAT
A-3
3/16" S.S. CABLE
1/8" x 6" x 1 1/4" A-36 GALV.
STEEL CLIP W/ (2) 318" DIA.
x 2 3/4" EMBEDMENT
CONCRETE SCREW
DBL COMPRESSION ANCHOR BRICK PAVERS
SLEEVES
BONDED TO
CONCRETE
m q
SLAB / FOOTING
SEE PLAN
3/16" S.S. CABLE
11/4"x55/8"x1/8"
ALUM FLAT BAR
6063-T6 ALUMINUM
. �,p•..G,,a
(2) 3/8" DIA. x 3" EMBEDy \_SLAB / FOOTING
CONCRETE SCREWANCHOR SEE PLAN
H-4 CABLE CONNECTIONS AT FOUNDATION
A-4 SCALE: NTS
(18) #1.
118" PLATE ON
6063-T6
EYE BOLT FOR CABL
PERIMETEI
H-5 CABLE CONNECTION AT CORNER
A A SCALE: NTS
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H32 ALLOY • •
• i
BRICK PAVERS
BONDED TO_
..• :,
SLAB /FOOTING
SEE PLAN
SIDE VIEW
(4) #14 x 3/4" SMS
INTO DJ
uuso-UU I t-K . . - 1" x 2" BASE PLATE .
MID DEPTH ANCHORED TO CONC W/1/4"
CONCRETE SCREWANCHOR_
(MIN. 1 1/4" EMBED)
W MAX EACH SIDE OF POST
AND 24" O.C. MAX e — w z I- z
File
Co
(4)#14x314"SMSINTO DJ
•�.J`v,
!L �.
T . F- • Q
l� X
•
%
21/4"MIN
CONC
ANCHOR
f�
•"t
•.�
v EMBEDMENT/ii/
PRO``\\v\` F
\
PROwE/ 'SIMAL SLAL\ c
c
a
C
C
4
x 2 DJ
� LLJ C
,--,�--2"
(1) 3/8" DIA CONCRETE
SCREW ANCHORS
-
O Lu d L
Lu a
CONC. EMBED)
Q yJ g LL
LL C7w Za z
c)OC C
gx W Q W
cc 000LL
W i C i a
W 25 NS
Z Z N Q N
a 4a; ,a"
A: m
Z
W
Ou
�7 =2
to LL F- LL
R
V
c
z
G
FRONT VIEW
Z
LL
c
DJ-1 DOOR JAMB TO CONCRETE W/ PAVERS DETAIL
V 0
J
a-
fr.
lli� SCALE: NTS
.r LL
J in =
Q
z
=
Zoo
F- znom
N I= o8
QW w,mrn
k
w
OI.IJ v~i K "n um1
w F
1"x 2" O.B. FASTENED TO CORNER
V Z'fz
J
I POST W/ #12 x 1 1/2" SMS AT 6" FROM
Z z 3 V v
I TOP & BOTTOM RAILS. TYPICALLY @
3
€ 24" O.C.
cn LuTW IE§
0 3
I t 1/8" x 2" x 2" EXTRUDED ANGLE 5052
CORNER POST € H32 ALLOY EA CORNER W/ (2) #14 x 7'
€ SMS INTO POST & (1) 3/8" DIA
€ CONCRETE SCREW ANCHOR INTO
6„
t CONCRETE
(2) #1 D x 1 1 /7' SMS
I
-� -LANCHOR
THRU SCREW BOSSESIY
W W
CONCSLAB
/ FOOTINGBEDMENT
SEE PLAN
Q LLI
SIDE VIEW
I... z w
V W cV
�2"-} CORNER POST W/ 1" x 7' @
w acnD_ao
(4) #14 x 3/4" SMS
BACKSIDE
J t` V
O
INTO POST
J M
= O O J
3/8" x LENGTH AS REQUIRED
C' `-
FOR 2 1/4" EMBED CONCRETE
SCREWANCHOR INTO
DRAWN BY
_! CONCRETE
1" x 2" BASE PLATE
I
TP
ANCHORED TO CONC W/ 1/4"
DATE DRAWN
CONCRETE SCREWANCHOR_/
(MIN. 1 1/4" EMBED)
05/26/17
6" MAX EACH SIDE OF POST
REVISION
AND ZV O.C. MAX
T.-
2
4
FRONT VIEW
SHEET NO:
CP-1 CORNER
POST TO CONCRETE W/PAVERS DETAIL
/li^4
SCALE: NTS
A-4