HomeMy WebLinkAboutWind Speed & ExposureCONTRACTOR: VH Exteriors, Inc'
T1VQMALrDTTPDTA. '
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.
11. 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: C
4. Screen Roof Enclosure Table 2002.4
concrete. No
slab by the proposed
Mm of 4" thick and in sound
;balling. or other deterioration.
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. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
6. Screen material shall be 18/14 screen. unless approved by Suncoast
Aluminum Engineering, LLC.
7. Door location shall be determined by contractor in the field.
8. 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.
9. All flashing and waterproofing shall be provided by the contractor.
10. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
MANSARD/FLAT
WIND SPEED AT (POSURE HAVE
BEEN DETERMI', ' USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
. — B'-o• —4
20/20 SCREEN
TO BE USED IN
THIS PROJECT
0
1
00
HD IE FE 0 V EF
DEC — 5 NCCD D
s'-W
PLAIN-9 AND ALL PROPOSED k`rORK
ARE SUBJECT TO ANY CORRECTIONS
_.REQUIRED BY FIELD INSPECTORS THMi
MAY BE NECESSARY
IN ORDER TO
CJ'.'�,1PL WITH f1 ALL stlf'P L`'CAMWE' COMAS.
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PR0E-
1111{
PROFESSIONAL SEAL \
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
r.11!l(J�24CAZ
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP
REVIEWED BY
DATE a - ' ZG
PLANS AND PKFfMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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DRAWN BY
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DATE DRAWN
09/19/17
REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSI(
2 x 2: 2" X L" x U.U40--
2x3:2"x3"x0.050"
2x4: 2x4"x0.050"
2x5:2x5"x0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1x3: 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 (SW
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2x5 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 T' 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" 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
MEMBER SIZE
EDGE "C"
2X4
Yz'
2X5
1"
2X6 - 2X10
in,
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 12"
1 " x FASTEN TO EAVE RAIL
W/ #10 x 1 1/2" 6" FROM
UPRIGHT & 24" O.C.
(1) 1/2" DIA. x 2 1/2" 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.
PATENT PENDING
1"
I IN.
2" x _SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
2" x _SMB UPRIGHT
(SEE A-1 FOR SIZE)
r UPRIGHT TO BEAM CONNECTION
A-Z SCALE: NTS
4
1/8"x2"x2"EXTRUDED -\\
ANGLE 5052 H-32 ALLOY EA \ • • A /
SIDE \ �\ •'(/�,n
! V�
03
i
UPRIGHT t L E 0` � ; ` O • •• w
1"x 2" O.B. BASE PLATE-TYP o •,• \ �v
/ y .
• 11l4'MIN CONC // • _ ••• ��O\
2114' MIN CONC ANCHOR EMBEDMENT • . (� \
,ANCHOR EMBEDMENT 2 ' , ,� �� • • • • • • ! �J \\
MIN-4- m 5d MIN EDGE DISTANCE FROM I I '// •PROF` \\\
SLAB / FOOTING aY m� EXTERIOR OF COLUMN TO 21/2" x 1/8" x (GIRT OR PURLIN
SEE PLAN o a, • OUTSIDE EDGE OF SLAB WIDTH + 12" x BEAM DEPTH OR UPRIGHT DEPTH -12") PROFESIONAL SEAL
I I
SIDE VIEW ALUM BACKING PLATE I I
(1)1/2"DIA. THRU BOLTwlNYLOCK I
JAM NUT - IN LIEU OF NYLOCK JAM ❑
(2) 318" DIA. CONCRETE NUT, JAM NUT W THREADLOCKER — — — —
SCREW ANCHORS MAYBE USED — — — —
TIGHTEN TO CONTACT -DO NOT _ _ _ O W
(2 1/4" CONC. EMBED) I OVERTIGHTEN (4)#10 x 1 1/2" SMS INTO to �'
2"x2'OR2"x3" SCREWBOSSES � m g
MEMBER I I Q
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1" x 2" BASE PLATE ANCHORED TO I I LLLI
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d ANCHOR (MIN. 1 1/4" EMBED) Z W W^ W^
SLAB / FOOTING u B ONLY w w
SEE PLAN �� 6" MAX EACH SIDE OF POST AND W u O u
%::. 24" O.C. MAX Z
W VfuJ. L-'LL
FRONT VIEW
Z_ o B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL C PURLIN OR GIRT TO BEAM OR POST DETAIL J
A-2 SCALE: NTS n _� SCALE: NTS ` N
!1 a Z o
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THESE PUNS AND ALL �a�C��}�`�� ��`Otzl; < uw K m s s
NOTE: O W t; eC4 " z
SEE CALL -OUT BELOW FOR #OF SCREWS. A�Nlly�lP1°��'������1��1,����Oc�lj' Zx�'�'!= u
SCREWS SHOWN FOR ILLUSTRATIVE 6' SUBJECT u �p Q N N
PURPOSES ONLY. DO NOT COUNT r.. '' to r pV CI r• 1 '°g� �+ �•,RS THAT
A Z CJ 1°
SCREWS ON DRAWING. _ REQUI :ED G' i FIELD INS ECTO �`�' I'A 1.� � o ac
r.';r` y BE teECEMARY iN ORDER TO V) W
2"x PURLINS ATTACHED TO #14 SMS @ 1 1/4" D.C. Ci i ,liP Lf V1iTH AL L APyPUyp• ALE I'u` DE3.
BEAM w/MIN (4) #10 x 1 12" SMS (24 TOTAL)
PLACE WASHER UNDER SCREW
IN GUSSET CORNER 2 x 2" PURLIN - NOTCH BOTTOM
— — FLANGE TO OVERLAP UPRIGHT
2xWx1/8"5052-H32ANGLE EA SIDE
3/16" 5052-H32 GUSSET d OR
2 x 3" x 0.062" 5052-H32 RECEIVING i tr7
CHANNEL / Lol
W
•
e.
Q
2" x 3" EXTRUSION _.. _ .. (2) #12 x 3/4" EACH LEG
1 1/4" TYP / I EACH SIDE - SCREWS SHALL Q W
' 5/8" TYP 1" x 2" x 0.044" OPEN BACK INTERNALY ENGAGE BOTH PURLIN AND t J W
5" SCREW TO UPRIGHT W/ (2) #10 x 1 12" I UPRIGHT =) U U-)
Lu 23'�� SMS & FASTEN TO EAVE RAIL W/ I I � 2 W V
B 8„ #10 x 1 1/2" SMS SPACED 6" FROM Q W W d v
�Z8 UPRIGHT ANDAT24"O.C. I I i � I— J
W 0LLLL
8„ NOTCH POST AS REQUIRED I I DRAWN BY
✓ FOR 2" x EAVE RAIL
5„ NOTES: I UPRIGHT TP
8 1. GUSSET DIMENSIONS ARE MINIMUM (2) I I DATE DRAWN
REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL 09/19/17
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 14' REVISION
C/C SPACING. Q -
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE. -
E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM F SLOPED PURLIN CONNECTION DETAIL SHEET NO:
A-2 SCALE: NTS A_2 SCALE: NTS
A-21
x
L"
a
LC:
D
1
�>
6" WIDE x 0.125'2' BRACKET
@ EACH BEAM ATTACHED TO
FASCIA W/ 3/8" x 3" LAGS (3
NOTE:
(2) 318" DIA. x 4"LAG SCREWS FORPER
SPANS GREATER THAN 30'-0
Fl
cop
••.
BRACKET) AND (1) 3/8" x 3"
LAG @ 24" O.C. AT GUTTER
Q
( 4
(1) 3/8" D IA. x 4" LAG
y
,•
LL
Q
1" 2" 0.044" OPEN BACK
SCREW INTO EXISTING
2"x2"x 1/8"x4"ANGLE
O ;
O
x x
W/ (2) #10 x 21/2"SMS THRU
OVERHANG FRAMING
PROVIDE #14 x 1" INTO EACH
MEMBER AS INDICATED Q �•
_,
J
Q
BEAM INTO SCREW BOSSES
BELOW i �••.•
( Q O ;
(1) #10 x 1 1/2" SMS 6'
- o
FROM BEAM ANO24'O.C.y�'•.
••'•r�,�
\
NOTE:
..
••••
• PROF
NNECTION DETAIL
- - - //
1
AT EAVE RAIL
1 1 I I
SIMILAR
PROFESSIONAL
SEAL
MATING
ELEMENT
o
••
CONTRACTOR TO VERIFY
LJ
2" x 4" FASCIA - IF LESS
CORNER POST
O
ui d
Ld
x2"x2"x2"ALUM • ••
THAN 2" x 4" FASCIA, 2" x 4"
SUB FASCIA SHALL BE
�5"
I
I
W
ANGLE W/ (4) #14 x 3/4"
SUPER PLACED OVER, LENGTHEN
I
I
Q m
SMS EACH FLANGE
EACH SIDE OF BEAM
GUTTER LAG SCREWS TO FULLY
PENETRATE SUB FASCIA.
6063-T6 ALUMINUM
4" x 4" x 1/8" PLATE
I
I /
LL
O
Z
OC `�
s d
IF OTHER FASCIA
W/ #14 x 1" INTO EACH
/
fLI
Q
W W
0.062" BACKING PLATE ON
ADD 2" x
4" PT FASCIA w/ 1/2" LAG
MEMBER AS INDICATED
/ K-BRACE:
W
0 d i
z
INSIDE OF GUTTER
BOLTS -1 1/2" INTO TRUSS
•
FRONT WALL: W x 2" x 0.070"
/
W
Z
z Vf i
21/6" x 1 1/8" x .062" (MIN.)
TAILS - COUNTERSINK
•
SIDE WALL: 2" x 2" x 0.W'
•
LZu z z
ALUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING
I
•
- - - - -
• •
C7
> u O u
Lu
W/ MIN. (2) #12 x 3/4" SMS
1/2" LAG SCREWS,
PRE -DRILL w/ 3/8" DRILL TO
- - - - - - -
Z
W
U _ U
N
PREVENT SPLITTING.
BASE PLATE
C
G
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
H-T
CORNER K-BRACE DETAIL
0
A-3
SCALE: NTS
A _3
SCALE: NTS
J
/'1
E�' Er [.°i A '�1 4 e
a
.[
A E SUBJECT iro ANY C.or!,R[.Cli ).J
a W-, _I m m W
Lu
ir9
'��•M V I1�}.. 6L Y FIELD INSPECTOR'S T7
U ¢ N N =
1i1
fil-AY BE NI CEs�ARy Its olln i
z z � �== Q
��2
2" x 2" x 1/8" ANGLE x U'LONG
c�
J
� t(i�e. A/TL, A tg !�,
i WITH I f 7 AL APPLICALOLE
O
N Lu NU12 LL
PROVIDE #14 x 1" INTO EACH C+ODEO
EXTERNAL
MEMBER AS INDICATED
RECEIVING CHANNEL
BELOW
FULL HT OF BRACE
W/(2)#12 EACH FACE
I WOOD:
---
----
1 #10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
•
6063-T6 ALUMINUM
v1
N
CO NC:
•
4"xWx1/8"PLATE
CO DIA, x 3"CONCRETE
(3) #12 SMS
\
\ I I W/ #14 x 1" INTO
�
SCREWANCHOR,6"
INTO EAVE RAIL
\
EACH MEMBER AS
\ I
Q
FROM GIRT & @ 24" O.C.
INDICATED
\
(4) #10 x 1 1/2" INTO
\ \ •
Q W
SCREW BOSS
ROOF BRACING
CONNECTION DETAIL
K- BRACE:
•
• I
FRONT WALL: 3" x 2" x 0.070"
SIDE WALL: 2"x2"x0.046"
•
•
U
- - - -
- -� I - - - - -
Lu J W 6�i
• • • I
O woaccn
EXTERNAL
_ - - - - -
- • •
CC >rF-�
a Lu rn LL. LL.
RECEIVING CHANNEL
GIRT
FULL HT OF BRACE
W/ (2) #12 EACH FACE
K- BRACE:
• •
I I GIRT
DRAWN BY
2" x 2" OR 2" X W HOLLOW
/
FRONT WALL: 3" x 2" x 0.070"
•
i
TP
SECTION GIRT
•
SIDE WALL: 2" x 2" x 0.046"
4" (MIN) UPRIGHT
DATE DRAWN
•
09/19/17
(3) # 12 SMS
I
REVISION
INTO EAVE RAIL
C-1
H-3
ROOF BRACING DETAIL
H'2 INTERMEDIATE K-BRACE DETAIL
SHEEiNO:
9X2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
A_� SCALE: NTS
/ 1
A-3 SCALE: NTS
A-3
1/8" x 2" x 2" EXTRUDED
(4) #14 x 3/4" SMS
ANGLE 5052 H-32 ALLOY
• •
INTO DJ
BRICK PAVERS
BONDEDTO
CONCRETE
... ;
21/4"MIN
SLAB /FOOTING
° a ®?
CONC
SEE PLAN
ANCHOR
EMBEDMENT
SIDE VIEW
(4) #14 x 3/4"
INT
1"x 2" BASE Pl.
ANCHORED TO CONC W
CONCRETE SCREW ANCI
(MIN. 1 1/4" EMI
W MAX EACH SIDE OF P
AND 24" O.C.
J
NA. CONCRETE
ANCHORS
ONC. EMBED)
FRONT VIEW
DJ-1 DOOR JAMB TO CONCRETE W/ PAVERS DETAIL
/44 SCALE: NTS
Nw
�• N
1 1R'
,'PROFESS �NA� 5 O
�ILE COPY 0 w c
TWES'E ?U IS -AND ALL PROPOSrD 4u'ORK
REQUIRED BY I= ELD INSPECTORS THAT
rVLAY BE NECESSARY IN ORDER TO
C°C iiJLY IN ITH AlL XJPI XA B L E CODES.
1" x 2" O.B. FASTENED TO CORNER
POST W/ #12 x 1 1 /2" SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY @
24" O.C.
1/8" x 2" x 2" EXTRUDED ANGLE 5052
CORNER POST
H-32 ALLOY EA CORNER W/ (2) #14 x 2"
SMS INTO POST & (1) 3/8" DIA.
6„
CONCRETE SCREW ANCHOR INTO
i
£•
CONCRETE
(2) #10 x 1 1/2" SMS
THRU SCREW BOSSES
SLAB / FOOTING 21/4" MIN CONC
e ,p a' JANCHOR EMBEDMENT
SEE PLAN
SIDE VIEW
CORNER POST W/ 1" x 7' @
(4) #14 x 3/4" SMS 1 BACKSIDE
INTO POST
I 3/8" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
1" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
W MAX EACH SIDE OF POST
AND 24" O.C. MAX
6.
FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
A-4 SCALE: NTS