HomeMy WebLinkAboutENGINEERINGCONTRACTOR: VH EXTERIORS INC
DESIGN CRITERIA:
1. Tfie 6th Edition (2017) 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
bf the Aluminum Design Manual prepared by The Aluminum Association. and
the AAF Guide to Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Figure.1609.3(3), State of Florida Debris Region & Basic
Wind Speed, Section.1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: Vur.T =150 MPH, VAm =116 MPH
3. Exposure Category, Section 1609.4.3: C
4. Screen Enclosure Section 2002.4
Foundation Design
Existing concrete. No additional concrete footing or slab is required to resist
the loads imposed by the proposed construction if the existing slab is a
minimum 4" thick with an 8" x 8" 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.
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
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.
Roof Type
Roof Type: MANSARD/FLAT
WIND SPEED ANY} —,�OSURE HAVE
BEEN DETERMINE USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
SCANNED
By
S$ '�.urip Poem/
0
t
N
T
L-9* _6' --A
m � NIN Nlfn N'fA Nlfni NIfA Nlfn
2X3 2X3 2X3 I 2X3 I 2X3 I 2X3 2X3
0 3
1X2(n?)
A-2 A-2 A-3 A-3
6'-4- 6'-4-
'`
wlI I I/////co
\\o �i/
` v� �� O •:y/tJ
W
c—� 0'_
.�
PROs N\
0�
Lj Li
-0
a a:
WCC
r
Q
CO
CC
a caa J to a�
-
o
W
Z
�MI.
�z pz
W W
t
1 X2 N
Z
CC
G Z Q Z
O u Z .
NX. X X
W
=>
2X2DJ
'ot
c
2X2DJ.
3
iO04x
fO
1X2
Z 0
U
?J
Z o g •.
F- z�coao
H WL Ca o
W,OI9
W �„'�Am '
O Z �mLn
aNN
- -- --
Z (7
to
-tn U1 :1 u �-
W j
p ❑
p w
Q a cwi
zW
LLJ O 0 n-
a t¢--U.
GD
DATE DRAWN
03/16/18
SHEET NO:
A-1
z
LL
c
c
M
EL
M
cc
c
z
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.040"
1 x 3: 1" x 3" x 0.045"
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 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2x6SMB: 2" x 6" x 0.050" x 0. 120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
2x8SMB: 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
Xl
2x5
1"
2X6 - 2X10
1 Y2'
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 V2" 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
2" x SMB BEAM NOTCHED
OVER UPRIGHT
(SEEA-1 FOR SIZE)
IN
1 ' �2" x SMB UPRIGHT
(SEE A-1 FOR SIZE)
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DO NO OVER TIGHTEN. PATENT PENDING
UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
�
1/8"x2"x2"EXTRUDED
I -
4�
ANGLE 5052 H-32 ALLOY EA
\\
meSIDE
�C2
•a LL
_. L? su O to _
UPRIGHT
0
1"x2"O.B.BASE PLATE -TYP
,
••
•' 11/4-VNCONC
2111' MIN CONC ANCHOR EMBEDMENT
,ANCHOREMBEDMEPIr 2• a ' ' a
P�tOFX
//��/
° ''
5d MIN EDGE DISTANCE FROM
SLAB /FOOTING =
n' . o� •.
a.'
EXTERIOR OF COLUMN TO
OUTSIDE EDGE_ OF SLAB
~
PROFESSIONAL SEAL
SEE PLAN a
SIDE VIEW
2 1/2" x 1/8" x (GIRT OR PURLIN
c
WIDTH + 1/2" x BEAM DEPTH
c
(1)1/2" DIA THRU BOLTw/ NYLOCK
OR UPRIGHT DEPTH -1/Z)
cc
NUT - IN LIEU OF NYLOCK JAM
ALUM BACKING PLATE
Q
j
U w/ THREADLOCKER
6063-T6 ALUMNINUM
O ui Lu c:
(1) 3/8"DIA CONCRETE
MAY BAM S
d
SCREW ANCHORS
TIGHTEN TO CONTACT- DO NOT
()
z
(2 1/4" CONC. EMBED)
OVERTIGHTEN
— — — — —
LLJ j- m
—.
ILL Z W LL 2
c)Q Lr
—
j (4) #10 x 1 1/2" SMS INTO
w W=
� J u
CHAIR RAIL MEMBER
SCREW BOSSES
LLI d ?
Lu CA
'
• a. c ,•
1" x 2" BASE PLATE ANCHORED TO
# t
Z Q w W g
a a, ,.
�'••
•, °
CONC W/ 1/4" CONCRETE SCREW
! 3
Z Q Z -
e
SLAB! FOOTING "�'
,a a
s �F
ANCHOR (MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST AND
O u Z u
Z = O u
SEE PLAN as a::,
24" O.C. MAX
SNAP OR SELF -MATING BEAMW I -u OG u a
FRONT VIEW
ONLY
2
u
C
Z
B 2" 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
C PURLIN OR GIRT TO BEAM OR POST DETAIL V a
x
A-2
SCALE:
J
u
A_2
SCALE: NTS
J
=
Q Z oa 00
N
kF- z^om a
Ix S "a
N tmoo
a Uj Cp Cp W
W "eNnm Z j
O
Z
NOTE:
SEE
CALL -OUT BELOW FOR # OF SCREWS.
Z in3^^ p C
o m
SCREWS SHOWN FOR ILLUSTRATIVE
_ _
_
_ _� _Z_m_u�. t_p. F
-- -- --PURPOSES
ONLY -DO -NOT COUNT— -
- --- —
(i W u i- LL
2" x PURLINS ATTACHED TO
BEAM w/MIN (4) #10 x 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
3/16" 5052-1132
1 1/4"
#14 SMS @ 1 1/4" O.C.
(24 TOTAL)
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL.
2. AS BEAM SRE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4"
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
SCALE:
2 x 2" PURLIN - NOTCH BOTTOM
FLANGE TO OVERLAP UPRIGHT
2x2"x118"5052-H32ANGLE EA SIDE
OR
2 x 2" x 0.062" 5052-H32 RECEIVING
CHANNEL
•
2" x 2°
1"x 2" x 0.044" OPEN BACK INTERNALLY
SCREW TO UPRIGHT W/ (2) #10 x 1 1/2"
SMS & FASTEN TO EAVE RAIL W/
#10 x 1 1/2" SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
NOTCH POST AS REQUIRED
FOR 2"x 2" EAVE RAIL
(2) #12 x 34' EACH LEG
EACH SIDE - SCREWS SHALL
ENGAGE BOTH PURLIN AND
UPRIGHT
F SLOPED PURLIN CONNECTION DETAIL
A_2 SCALE: NTS
V% W
N >
W
W
Z
Q a U
W D_
Z W
LL, O �a
co
Q M O J
d 1-- c- U_ LL
GD
DATE DRAWN
03/16/18
REVISION
0
0
SHEET NO:
A-2
z
a
C
LL
C
x
3
z_
c
LL
C
c
C
a
a
LL
D:
C
z
(1) 2" WIDE x 0.125-7
BRACKET @ EACH SIDE OF
BEAM ATTACHED TO FASCIA
W/ 3W x W LAGS (3 PER
BRACKET) AND (1) 3/8" x 3" LAG
@ 24" O.C. AT GUTTER
1"x 2" x 0.044" OPEN BACK
W/ (2) #10 x 21/2" SMS THRU
BEAM INTO SCREW BOSSES
(1) #10 x 1 1/2" SMS 6"
FROM BEAM AND 24" O.C.
MATING
ELEMENT
•
1/8"xTx2"x2"ALUM ~' •
ANGLE W/ (4) #14 x 3/4"'
SMS EACH FLANGE
EACH SIDE OF BEAM
2116" x 1 1/8" x .062" (MIN.)
ALUM RECEIVING CHANNEL
W/ MIN. (2) #12 x 3/4" SMS
NOTE:
dN\i
,a
(2) 318" DIA x 4" LAG SCREWS FOR
-
,`
SPANS GREATER THAN 30'-0"
8" WIDE EXTRUDED GUTTER
,
r'�'i
(1) 3/8" DIA x 4" LAG
BRACE REQUIRED AT ALL
BEAM OR UPRIGHT
4" LAG
W�.�'•
V co`
LL
SCREW INTO EXISTING
ATTACHMENT POINTS w/ (2)
(1) 318" DIA. x
SCREW INTO EXISTING
2" x 2" x 118" x 4" ANGLE
'.z
_ , uj
W
OVERHANG FRAMING
#10 x 3/4" SMS INTO GUTTER
OVERHANG FRAMING
PROVIDE #14 x 1" INTO EACH
J . V
��
OR RAFTER TAIL
LIP
OR RAFTER TAIL
MEMBERASINDICATED
BELOW
�- .�'�
��
�-
!— O'
CO v"°
(1.)#14x2"SMS6"®�
`.
\®\\
FROM BEAM AND 24" O.C.
DETAIL
/I�
PR1®\ \` �\\`
\
ATOEAVERAIL
-- - — — _
\
lllil
\
SIMILAR
PROFE
IONAL SEAL
CONTRACTOR TO VERIFY
2" x 4" FASCIA - IF LESS
(4) #10 x 2" SMS FROM
CONTRACTOR TO VERIFY
2' x FASCIA - IF LESS
( CORNER POST
0
Lj ui
THAN 2" x 4" FASCIA, 2" x 4'
1" x 2" INTO SCREW BOSSES
THAN 2" x 4" FASCIA, Z" x 4"
( (
W
ri
SUB FASCIA SHALL BE
SUB FASCIA SHALL BE
GUTTER PLACED OVER, LENGTHEN
LAG FULLY
PLACED OVER, LENGTHEN
6063-T6 ALUMINUM
f
LL
Lu Lou
SCREWS TO
LAG SCREWS TO FULLY
4" x 4" x 118"PLATE
/
f� v 'a
PENETRATE SUB FASCIAJ
5" SUPER GUTTER
PENETRATE SUB FASCIA
W/ #14 x 1" INTO EACH
/
Q m m
IF OTHER FASCIA, ADD 2" x
IF OTHER FASCIA, ADD 2"x
MEMBER AS INDICATED
/
2 2
4" PT FASCIA w/ 1/2" LAG
4" PT FASCIA w/ 112" LAG
i K- BRACE:
I
LLLI
N
BOLTS -1 1/2" INTO TRUSS
BOLTS -1 1/2" INTO TRUSS
I • / FRONT WALL: 2" x 3" x 0.046"
Z
Q w uZi
J
TAILS -COUNTERSINK
TAILS -COUNTERSINK
•
^
0 z Q z
FLUSH. WHEN INSTALLING
FLUSH. WHEN INSTALLING
E -- — — — — —
• • •
0
O 0
1/2" LAG SCREWS,
1/2" LAG SCREWS,
_ _ _
�
a
PRE -DRILL w/ 318" DRILL TO
PRE -DRILL w/ 3/8" DRILL TO
—
W
I= LL LL
PREVENT SPLITTING.
PREVENT SPLITTING.
BASE PLATE
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
i -3 SCALE: NTS
- - -n- -- - -- - -- --
WOOD:
i #10 x 3" WOOD SCREWS, 6"
FROM -GIRT & @ 12" O.C.
CONC:
1/4" DIA x 3" CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
I
(4) #10 x 1 1/2" INTO
l SCREW BOSS
x2"OR2"x3"HOLLOW
.CTION GIRT
C'l 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
rG'� GUTTER BRACE & PURLIN ATTACHMENT DETAIL I" I-TCORNER K-BRACE DETAIL
A_ 2 SCALE: NTS A_3 SCALE: NTS
2" x 5" x 1/8" 6063-T6
2" x 2" x 1/8" ANGLE x W LONG
ALUMINUM STRAP
PROVIDE #14 x 1" INTO EACH
6063-T6 ALUMINUM
MEMBER AS INDICATED
/-W/ (4) #12 x 3/4" IN
BELOW
EACH LEG & (2) #12
TOE SCREWS
— — — — — — —
6063 T6 ALUMINUM
4"x8"x1/8"PLATE
€€ EACH
i N IICATEDBERAS
DETAIL#2
•�`
K-BRACE: _
•
FRONT WALL: 2" x 3" x 0.046" —
• • •
2" x 5" x 118" 6063-T6
— -
• • • •
ALUMINUM STRAP
6�4)# ALUMINUM
Fill,
GIRT
/•
Wf(EACH LEG & (2) #12
•
TOE SCREWS
/,�
FRONT WALL: 2"x 3"x 046"�
DETAIL #1
H'3 ROOF BRACING CONNECTION DETAIL H'2 INTERMEDIATE K-BRACE DETAIL
A-3 SCALE: NI S A_3 SCALE: NTS
(MIN) UPRIGHT
C
Z � N
c
C
c U
G J
a
v
2
0 E
a
LL
N
ri
u
IL
QUA
z
Zoe
R Z --$!
u
S
k
Q W7 9' 9w
W"m m
z
3
LL
O Z
Z (. ---
=3 z H
CA W `.3uk'�
o
u'
x
'"
3
tt
Q
a
z
c
C
LL
S
3
c
N ul
N �
LL
C
W
a
Z
a
a
LL
Q n U
F
U zW
Lu O FL
z
w O
Q M O J
a ILL ILL
GD
DATE DRAWN
03/16/18
REVISION
SHEET NO:
A-3
" EXISTING FASCIA �\ f� w
�«
SEE G/A•3 FOR
GUTTER REQUIREMENTSBRACE
LIL
" "
®i W t� 0 C••�
_ tag
• �..��
• LAG SCREWS ci
0 =,
2"x2'xMEMBER DEPTH x0.126' f it l\\ _
ALUM ANGLE W/ (4) #14 SMS PROFESSIONAL SEAL
EACH FLANGE GUTTER a
C
L'
— _.._ _.._ ...._.._._. Q
ir
PURLIN
— — — - -- -- - • • • O L4 ui c
U a 0-0
4UR
W2"x 2"x MEMBER DEPTH x 0.125" $ a
ALUM ANGLE W/ (4) #14 SMS ! z i BRACE L,L Z w 00 z
EACH FLANGE w 2" x 2" x MEMBER DEPTH x 0.125" U 2
w ALUM ANGLE W1(4) #14 SMS fY Q m J LL
m
wCD EACH FLANGE W N i 2
7m
z Z Qzm Diu
�z Qz
1 o� z� -<
Z2 J 0 J F
W P'e J=4- G
z
5 U
C
G-2 MATING ELEMENT ATTACHMENT GUTTER CORNER DETAIL z
A SCALE: NTS Z J W U
-'•F C a
C
J ,
a
H Z as -
Q W W3gg 11!
u
W "mom z O
1"x 2" O.B. FASTENED TO CORNER V
POST W/ #12 x 1 1/2" SMS AT 6" FROM Z o_' c
i TOP & BOTTOM RAILS. TYPICALLY @ c _
I. 24" O.C. M Z m J 3
1 /8" x 2" x 2" EXTRUDED • 4 #14 x 3/4"SMS € EE 1*1 ~
ANGLE 5052 H32 ALLOY () f S
_•_�_ — ---INTO_DJ EE c/1 W
E t 178" z ""x 2"EXTRUDED ANGLE-5052
CORNER POST H32 ALLOY EA CORNER W/ (2) #14 x 2"
I SMS INTO POST & (1) 3/8" DIA
E CONCRETESCREWANCHOR INTO a
v 'g . d ! B a CONCRETE LL
- 21W MIN CONC (2) #10 x 1 1 /2" SMS -
SLAB / FOOTING s' .° • . , gNcyoa EMBEDMENT THRU SCREW BOSSES _
SEE PLAN : y ,° ' °' 21/4" M N CONC a
c
x • s.: °�� , ; e ;'� • « °: ANCHOR EMBEDMENT N ca
®' e W
i SLAB / FOOTING •. W � C
�• SEE PLAN . «4. 4 °• D' a a W a
SIDE VIEW "•. ' '-. p ZLL
SIDE VIEW Q a U
{-2" CORNER POST W/ 1"x 2" @ Z U3 z
r 4 #14 x 3/4" SMS I BACKSIDE � 0 0 EL
1,< } (1) 3/8" DIA CONCRETE ( )
l SCREW ANCHORS - Tx 2" DJ INTO POST !! J F-
:';1`•- ` '`, (21/4" CONC. EMBED) i 3/8"x LENGTH AS REQUIRED % o
FOR 21/4" EMBED CONCRETE d F
QC,oJ
4 SCREWANCHOR INTO
i - - — - - ► CONCRETE DRAWN BY
1"x 2" BASE PLATE _ _ _
° ANCHORED TO CONC W/ 1/4" �a as GD
3 G ; CONCRETE SCREW ANCHOR ,
i (MIN. 1 1/4" EMBED) DATE DRAWN
1"x 2"BASE PLATE; ` 6" MAX EACH SIDE OF POST 03/16/18
r.'_`. F 1i s•<'Fi !„ (? : .. "r' :, •.! ; 'ri-1 % 7. - ANCHORED TO CONC W{ 1/4" 'g ':, s , n Q '• i AND 24" O.C. MAX
CONCRETESCREWANCHOR% ?.. c a ^° REVISION
(MIN. 1 1X' EMBED)'
s+ Q
6" MAX EACH SIDE OF POST
- AND 24" O.C. MAX-
FRONT VIEW FRONT VIEW SHEET No:
" DJ-1 DOOR JAMB TO CONCRETE DETAIL CP-1 CORNER POST TO CONCRETE DETAIL
4 SCALE: NTS A4 SCALE: NTS A-4
v
RECEIVED
MAR 2 6 2018
ST. Lucie County, Permitting
ARETHESE PLANS AND ALL PROPOSED WORK
REQUIRED BY FIEELD INSPECTORS THAT
COMP E WITH ALL.L APPLICABLRE CODES.
ST. LUCIE COUNTY BUILDING DIVISION -
REVIEWED FOR COMPLIANCE
REVIE B
DATE
PLANS AND PERMIT MUST BE KEP ON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBIUIY OF THE
CONTRACTOR OR RECORD
FILE COPY