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CONTRACTOR: VH Exteriors, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Sc uctuml Design,
Chapter 20 Aluminum, and Chapter 23 Wood
2. AA ASM 35 and AA ADM I Specifications for Aluminum Structures, Pan 1-A of the
Aluminum Design Manual pmpamd by The Aluminum Association. and the AAF Wide to
Aluminum Consuucrion in High Wind Are..
3. ASCE 7-10.
Laading Cerla
I. Live Loarlrd 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 Gecop-y Category, Section 1604.5 and Table 1604.5: Risk CatefL,- 1.
3.2. Ultimate Design Wind Speed Vmr=150 MPH. Nominal Design Wind Speed: Viso=
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: Calmary TYPE I -Screen
Enclosure I Screen Roam: Non-Habltable, Unconditioned
Roof7Voe
L Roof Type: MONOSLOPE f MANSARD
2. Roof Material: 3" 148" 10.024" composite panel Elite 2000. LON deaslov foam. Flarfda
Product Approval Number FL 7561-R4.
Foundation Design
Edstlne concrete slah. No additional concrete rooting or slab la required to resist the loads
Imposed upon the nI,tJne slab by the proposed coustrueHon If the existing slab Is a
minimum of4" thick and In sound condition, free from structural-lefier P.11 ng, or
other deterioration.
Soecigcatlons
The following specificatious are applicable to this project
1. Where concrete specifications are required sc whether in the reen enclosure mope or not, by
on m regulatory agency, the following specifications are applicable:
oa. Concrete shall eunfoma to ASTM C94 for the following components:
ins 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. Cleent Potable water
Other admixtures not permitted
b. Metal acecaamies shall -of.- to:
ins Reinforcing Bars- ASTM A615, grade 60
ii. Welded wire fabric -ASTM Al85
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after
thatching is nol permitted
d Prepare and place concrete per American Concrete instilum Manual ofSmndard
Practice, Part I, 2, and 3 including hat weather reco amendanons.
r. Moist care or polyethylene curing perauined.
f Prior to placing concmw, rM"t the entire subsurface coca for termites in compliance
with the FBC.
g. Concrete shall be placed am a polyethylene vapor barrier.
h. All aluminum component embedded within mnemfe shall be roared with a biluminons
aint or
2. Aluminum exweens shall be 6005 T5 Alloy
3. F..- are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to
ASTM B633, err coated stainless steel series "300", or uncoated staiudcss steel series "400".
4. All Self Mating Beers Sections are to be stitched with either R14 screws 6" from ends and 24"
center tocenteror pcrews l2 s6• from ends and 12" center to center.
5. The minimum nominal thickness ofprotedor panels (kiekplams) shall be an industry standard
ofO.024 inchns.
6. Screened enclosures containing swimming pools shall comply with the applicable requirements
of FBC R4501.17 Residential Swimming Barrier requirements.
7. Sen. material shall be 18114 screen unless approved by Florida Aluminum Engineering, Inc.
8. Door location shall be determined by contractor in the field
9. When installing pavers over concrete slab or f ring which are supporting aluminum members,
such as continuous semen trucks or upright, the pavers must he banded to the eonerete with an
epoxy, thins" or 3,000 PSI grout in ensure full positive conmd with concrete.
9. All gashing and waterproofing shall be provided by the contractor.
10. Use of these plans acknowledges and accept a limit of liability act to exceed design and
engineeemirfee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
(;01C)
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2x2
time. Printed copies of this
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• • NO. 46043
STATE OF
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ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2: _ 21'x 0.W'
2.3:
2"x3"x 0.050"
2x4: 2"x4"x0.050"
2x 5: 2••x 5"x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x 2"x0.040"
I x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.D45"
2 x 3 Snap: 2" x 3" x 0.0501•
2 x 4 Snap: 2•' x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x 0.044"x 0.100"
2 x 5 SMB: 2". 5" x 0.050" x 0.IW'
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"
2x8SMB: 2"x8"x0.072"xO.124"
2. 9 SMB: 2" x 9" x 0.072" z 0
0.092" x .124'
2 x 10 SMB: 2" x 10" x 0.398"
'UM
FASTENER EDGE DISTANCE: 1/2"IUM FASTENER SPACING: 314"
CONCRETE SCREW ANCHOR:
N TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
1/8' x 2- x 2- EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
SLAB / FOOTING
SEE PLAN
x 2' O.B. BASE PLATE -TYP
1 w�uN cwe
2'MIN EDGE DISTANCE FROM
EXTERIOR OF COLUMN TO
OUTSIDE EDGE OF SLAB
SIDE VIEW
(1)1/2- DIA THRU BOLT./ NYLOCK
JAM NUT- IN LIEU OF NYLOCK JAM
NUT. JAM NUT./ THREADLOCKER
A-2 SCALE: NTS
B 2" x 4. OR LARGER UPRIGHT TO CONCRETE DETAIL
(1) 3/8
' ON. CONCRETE
MAY BE USED
SCREW ANCHO
TIGHTEN TO CONTACT- DO NOT
(21/4' CONC. EMBED)
OVERTIGHTEN
1• x 2' BASE PLATE ANCHORED TO
CONC WI I/4'CONCRETE SCREW
SLAB/FOOTING
ANCHOR (MIN.71/d'EMBED)
6'MAX EACH SIDE OF POST AND
SEE PLAN
D.C. MA%
FRONT VIEW
This item has been
electronically signed and sealed
by T.P. Arnett, PE. using a
Digital Signature with date and
time. Printed copies of this
document are not considered
signed and sealed and the
signature must be verified on
any electronic copies. 0A
NO. 46043
* * Eyt
STATE OF
NOTE
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATNE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING
_
MEMBER SIZE EDGE'C•
2- x SMB BEAM NOTCHED
2'x PURUNS ATTACHED TO #14 SMS®1114.O.C.
2x4 %'
OVER UPRIGHT
BEAM./MIN (d)#10x112'SMS (20 TOTAL)
2X5 1•
(SEE A-i FOR SIZE)PLACE
WASHER UNDER SCREW
2x6 -2X70 1)5'
IN GUSSET CORNER
i I
FLASHING
EAVE PAIL (SEE A-7 FOR SIZE)
INTERNALLY SCREW THRU BEAM
3/16. 50524132 GUSSET 4
212'x 1/e'a(GIRT OR PURUN
1
x
W/(3)g10112'SMS
C
WIDTH. 12' x BEAM DEPTH
OR UPRIGHT DEPTH-12)
ALUM BACKING PLATE
6063-T6 ALUMNINUM
1' x FASTEN TO EAVE RAIL
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.................................
W/NYLOCK JAM NUT -IN DEU
1'
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JAM NUT, JAM NUT
CHAIR RAIL MEMBER
S RE SS
I i SCREW BOSSES
W/TMREAOLOCKER MAYBE USED
TH EADLO
I
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NOTES:
(SEE A-1 FOR SIZE)
B 1. GUSSET DIMENSIONS ARE MINIMUM (2)
i I
INSTALLATION REOUIREMENTS:
REO'D-(1) EA SIDE OF BEAM -MAYBE
I
SNAP OR SELF -MATING BEAM
ONLY
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL.
DO NO OVER TIGHTEN.
PATENT PENDING
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES. ADD OR
SUBTRACT SCREWS TO MAINTAIN I I/4-
GC SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
•
C PURLIN OR
GIRT TO BEAM OR POST DETAIL
A-2
SCALE NT$
D UPRIGHT TO BEAM CONNECTION
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TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM
A-2
SCALE: Nis
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DATE DRAM
07/01/19
C
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v-
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by T.P. Arnett, PE. using a
`4x.`Z,O; :',x
P
Digital Signature with date and
NO. 46043 '•
1'x2'x 1/8'x4'ANGLE
PROVIDE#14x1'INT0EACH
time. Printed copies of this
C
=_,�• : * :.,t=
RAS INDICATED
BELOW
document are not considered
— • a
STATE OF '
NOTE:
CONNECTION DETAIL
signed and sealed and the
signature must be verified on�/(9
electronic copies.
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any
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POST
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EMBED.)
24' O.C. (MIN. 3' E
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POST BASE W/ (2) 3/B'
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2' x 5- x 1/8. 6063-T6
2-x 2- x 1/8' ANGLE %8' LONG
ALUMINUM STRAP
6063-T6 ALUMINUM
W/ 11111 W4' IN
EACH LEG & (2) Y12
TOESCREWS
PROVIDE H14 x 1- INTO EACH
MEMBER AS INDICATED
BELOW
WOOD:
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... _.... ...... ...
470 x 3' WOOD SCREWS, 6'
FROM GIRT &®12.O.C.
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DRAWN BY
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TP
I� ,..SECTION
GIRT
I
SIDE WALL: 2'%2' x O.D46- 4- (MIN) UPRIGHT
DATE DRAWN
`
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07/01/19
REVISION
'.'• - - -
DETAIL 01
Q
' C+-�
H-3 ROOF BRACING CONNECTION DETAIL
H-2 INTERMEDIATE K-BRACE DETAIL
1X2 TO HOST STRUCTURE
DETAIL
SCALE: NTS
A-3
SHEET NO:
A-3 SCALE:
NTS
A-3
A-3
g1 He Copy
6' WIDE x 0.125 Z' BRACKET
\\\\\\1111184p
EACH EAM ATTACHED TO
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electronically cally signed and sealed A.
AT *x3'x172'z0.050'
O.C. AND(4)P10x314'SMS
112'CE
ALUM RECEIVING
���%�``�o�-PSGeNsF���
by T.P. Arnett, PE. using a :� %'�
INTO GUTTER LIP
Cr12'
TEKBcaEws®B'D.C.
Digital Signature with date and NO. 46D4a —
f' x 2' x 0.044' OPEN BACK
W/(2) 010 x 212-SMS THR
p14 xd'SMSW/
_
time. Printed copies of this * c Tt
BEAM INTO SCREW BOSSES
SMS 6'
(1)DfAM
1 11T DIA. NEOPRENE
FACED WASHER ®6'D.C.
document are not Considered E
AND 4'DSMS
FROM BEAM AND 24. O.C.
3'COMPOSITE ROOF
II
signed and sealed and the
ADO SECONDARY
FOR SPANS GREATER
THAN 30'-0'
s,s':,.,'
::..?..t.:1..
�,iY
FLASHING -INSTALL
UNDER EXISTING DRIP EDGE
signature must be verified on ��q '��( �• R"
S ``
any electronic copigv'9_ �„�-' 51
.ry�Ki4ry
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548
3'. O.OB2' IXTRUDED
RECEIVER CHANNEL
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UU W
GUTTER TO BEAM
TOP AND BOTTOM
W d
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CONNECTION W/
W/ 1 72 DIA. NEOPRENE t
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WASHER ®TOPSCREWONLY
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CARRIER BEAM
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ANGLE W/(4)014x V4'T
6'SUPER
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SMS EACH FLANGE
GUTTER
THRU BOLTS
(2)1/4'DIA. x 3'
Q
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EACH SIDE OF BEAM
I
LA SCREWS
TCOMPOSME
LU G
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PANEL ®6'O.C.
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2 118' x 1 1/8' z 0.D62' (MIN.)
POST
ALUM RECEPANG CHANNEL
W/ MIN. (2) 012 x 3/4' SMS
= gg
Z
/ J j GUTTER BRACE TO POST TO ROOF
PANEL ATTACHMENT DETAIL
S-'I COMPOSITE PANEL TO FASCIA DETAIL
A-4 SCALE: NTS
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SCALE: NTS
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CONTRACTOR TO VERIFY 2' x
4'FASCIA-IF LESS THAN 2'x
(2) 1/8'x Tx T x 4' ALUM
4' FASCIA 2' x 4' SUB FASCIA
ANGLES WI (4) P12 %5/B'
EXISTING HOST WALL
SHALL BE PLACED OVER,
LENGTHEN LAG SCREWS TO
EACH FLANGE
FULLY PENETRATE SUB
JSMS
7114 SMS % 1' MIN. LONGER
FASCIA IF OTHER FASCIA,
-
3'x 0.06T ALUM THAN PANEL W/112'DIA.
NEOPRENE FACED WASHER
ADD Tx d• PT FASCIA w/12'
LAG BOLTS -I 12'INTO
_ ._. .. ___
/
RECEIVING CHANNEL �12'O.C.ALONGLENGTH
TRUSS TAILS -COUNTERSINK
MATING ELFI.7ENT
W/k10x314'TOP LL AND
OF AEND BEAMS
FLUSH. WHEN INSTALLING
-- - -- ---- - ---
TxPPB
BOTTOM AS END CAP
12' LAG SCREWS, PRE -DRILL
w/ 31W DRILL TO PREVENT
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DATE DRAWN
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REVISION
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SCALE: NTS
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ELEMENT
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SHEETNO:
SCALE: NTS
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'
s item has been P.
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electronically signed and sealed Q
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..�SCEN3
by T.P. Arnett, PE. using a
�=
Digital Signature with date and NO. 46043
time. Printed copies of this
document are not considered = STATE OF
signed and sealed and the
be
signature must verified on
any electronic copies. A�� A : r�A
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REVISION
SHEET NO:
A-5
1' x 2' O.B. FASTENED TO CORNER
POST W/ N72 x 1 i/2' SMS AT 6' FROM
TOP 8 BOTTOM RAILS. TYPICALLY
1R' xT x 2' EXTRUDED
ANGLE 5052 H-32 A