HomeMy WebLinkAboutPLANSI�
CONTRACTOR: IENSEN BEACH AI `"', W
•DESI CRITERIA:
L The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter23 Wood
2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Pan 1-A ofthe Aluminum
Design Manual prepared by The Aluminum Association and the AAF Guide to Aluminum
Construction in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load 10 PSF per 61h Edition (2017) Florida Building Code, Appendix I Section 105.1
2. Dead Load 2 PSF
3. Wind Load
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. 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
Va<.r=150 MPH. VA- =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure D
3.4. Screen Enclosure Section 2002A
4.4. Building Category for Aluminum Structures, Section 20026. Category Type I - Screen
Room: Non -Habitable, Unconditioned
Loading:
1. Section 1607.8. 1: Handrails and Guards
a Uniform Load of50 PLF applied in any direction.
2. Section 1607.8.1.1: Concentrated Load
a. Concentrated Load of 200 LBF applied in an direction.
3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets)
a Horizontally applied normal load of200 LBF on any area
Foundation Deli®
Existing concrete slab. 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, spaDing, or other
deterioration.
The following specifications are applicable to this project
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer
substitution is acceptable without the specific written, signed and scaled authorization of
Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20120 Better View. Any other material most be
approved
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or be zinc Plated to
B633, or stainless steel series "300". -`
5. All Self Mating Beam Sections are to be stitched with either 414 screws 6" from ends and 24"
center to center or #12 screws 6" from ends and 12" center to center.
6. 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 fallowing components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max- ASTM C 33
iiL Aircn1mining+/-1%-ASTMC260
iv.Wamr 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 mom than 5". Water added after
hatching is not permitted
d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice
Pans I, 2, and 3 including hot weather recommendations.
a. 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.
IL All aluminum components embedded within concrete shall be coated with a bituminous
paint or epoxy.
7. All Dashing and weatherproofing shall be provided by the contractor. '
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND SPE-' Nr----'OSURE HAVE
BEEN DET 113 .[SING THE ADVANCED
TECHNOy- CVOP4CIL'SWEBSITE
AND GOOGLE EARTH.
SCANNED
BY
St. Lucie County
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DATE _g�U$1�
PLANS AND ERMIT
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NO INSPECTION WILL BE MADE
.1"..--.,.=' —
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PICKETS
(TYP)
tiiESE PLANS AND Ali PROPOSM WRK
ARE &U F-XT TO 4iY CIIECTIONt
RKLI FI`D N 190 P, IMrECTORS THAT
MAY BE NEGQ S�,Uri Y IN.ORDER TO
COMPLY WITH ALL &EVJ= $ GOD€S,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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04/18/18
SHEET NO:
A-1
01
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SNAP SECTIONS
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SLABIFOOTING - - EXTERIOR OF COLUMN TO
SEE PLAN OUTSIDE EDGE OF SLAB
PROFS
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SELF MATING(SMB)
SIDE VIEW
%
2x4SMB: 2"x4"x0.W'x 0.100"
i
2 x 5 SMB: 2" x 5" X 0.050" x 0.1GO"
(1)12" DIA THRU BOLT./ NYLOCK
!
2x6 SMB: 2"x6"XO.O50"x0.120"
JAM NUT- IN LIEU OF NYLOCK JAM
! NUT, JAM NUT wl THREADLOCKER
0
❑
2x7 SMB: 2"x7"x0.05T'x0.120"
(1)3/6"DIA CONCRETE MAY BE USED
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2 X 8 SMB: 2" x 8" x 0.072" x 0.124"
SCREW ANCHOR ! I TIGHTEN TO CONTACT -DO NOT
---- -- -- -- --
0
1 1
2 x 9 SMB: 2" x 9" X 0.072" x 0.124"
(21W CONC. EMBED) OVERTIGHTEN
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2xlOSMB: 2"x10"xO.092"xO.398"
SECTION
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MINIMUM FASTENER EDGE DISTANCE: 12"
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WOOD:
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MINIMUM FASTENER SPACING: 314"
" .Aa
#1Ux3"WOOD SCREWS
Cr
Jm
1i
CONCRETE SCREW ANCHOR:
•4-' " 1"x T'BASE PLATE ANCHORED TO
4" W/
9'
Q12"O.C.
COMC:
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SIMPSON TITEN HD OR EQUIVALENT
CONIC 1K' CONCRETE SCREW
1/4"DIAx3"CONCRETE
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• " ANCHOR(MIN. 1114"EMBED)
SCREWANCHOR@24'O.C.
SHEET METAL SCREWS (SMS):
SLAB/FOOTING a 6"MAX EACH SIDE OF POST AND
Ou ou
ITW / BUILDEX OR EQUIVALENT
SEE PLAN 24" O.C. MAX
1"x 2" HOLLOW _
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FRONT VIEW
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OPTION I: ! 2"x SMB UPRIGHT
21/2'x 1/8" x(TOP RAIL WIDTH
+ 12" x UPRIGHT DEPTH -12")
ALUM BACKING PLATE OPTION 2:
WOOD HEADER
W/(4)#10x 11/2"SMS ( 2"x 0.062"ALUM RECEIVING
(1)3B"x3" LAG SCREW INTO HEADER
INTO SCREW BOSSES CHANNEL W/(4)#10 x 314'
CONCRETE HEADER
3 1 SMS INTO GIRT & (4)
(1) 3/6" DIA x 3" CONCRETE SCREW
2" x TOR T' x 3" #10 x 3X' INTO UPRIGHT
WOOD:
ANCHOR INTO HEADER
MEMBER
1 #1ox 33"WOOD SCREWS, 6"
J
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FROM GIRT & @ 72" O.C.
CONC:
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SECTION
MAX EACH SIDE OF POST
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2"x HOLLOW
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AND 24" O.C. MAX
__._
SECTION GIRT
._.. __ _ —. _.. — —.. _ _ _.. __ __. _.._ _ TOP OF
DRAWN BY
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GD
2" x 2" x 0.125" ALUM ANGLE W/
(4) #14 x 3/4" SMS INTO UPRIGHT
2" x T' x 111&' NEOPRENE
1" X 2"
DATE DRAWN
PAD SHIM Q EACH
I 1' x 0.046" PICKET FASTENER LOCATION
04/18/18
2" x UPRIGHT
AT4"O.C. MAX INTERNALLY7
SCREWED TO TOP CHAIR RAIL 8 Vx2" BASE PLATE ANCHORED TO
REVISION
ETE SCREW
BOTTOM i"x T'W/(2)#10x2°
_
ANCHOR (MIN. 1 IW EMBED)
ANCHOR(MIN,1
-
SIDE
6" MAX EACH SIDE OF POSTAND
24" O.C. MAX
B-Z
POST TO HEADER DETAIL
C
C--1 1X2 TO HOST STRUCTURE DETAIL
SHEET NO:
A-Z
SCALE: NTs
CREEN ENCLOSURE RAILING DETAIL
A_2 SCALE: NTS
A_2 SCALE:NTS
A-2
03
f
CONTRACTOR: JENSEN BEACH ALLTNIM-
DESIGN CRITERIA:
specifically Chapter 16 Structural Design,
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structmes, Part 1-A of the Alm
Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum
Construction in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load 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 Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
32. 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
Vmr=150MPH VMD=116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure D
3.4.' Screen Enclosure Section2002.4
4.4. Building Category for Aluminum Structures, Section2002.6: Category Type 1- Screen
Room: Non -Habitable, Unconditioned
Loading•,
1. Section 1607.8.1: Handrails and Guards
a. Uniform Load of50 PLF applied in any direction.
2. Section 1607.8.1.1: ConcentmtedLoad
a. Concentrated Load of200 LBF applied in an direction.
3. Section 1607.8.1.2: Components (intermediate Rails, Balusters, Panel Fillers, Pickets)
a. Horizontally applied normal load of200 LBF on any men
Roof Twe
1. Roof Type: EXISTING
2. Roof Mates: EXISTING
Specifications
The following specifications are applicable to this project
1. All work shall be in accordance with the 6th Edition(2017) Florida Building Code, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues, an manufacturer
substitution is acceptable without the specific written, signed and sealed authorization of
Smcatu t aluminum Engineering LLC.
3. Screen Material: Design based on 18114 or 20/20 Better View. Any other material must be
approved
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to
ASTM B633, or stainless steel series "300".
5. All Self Mating Beam Sections am to be stitched with either #14 screws 6" from ends and24"
center to center or #12 screws 6" from ends and 12" center to center
6. Where concrete specifications are required, whether in the screen enclosure scope anot, 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 I,-ASTM C 150
ri. Aggregates - Large Aggregate 3/4" max-ASTM C 33
UL Airemminmg+/-1%-ASTMC260
iv.WaW reducing agent-ASTM C 494
v. Clean Potable water
vi. Other admisn,.as not permitted
b. Metal accessories shall conform to:
L Reinforcing Bars- ASTM A615, grade 60
iL Welded wire fabric - ASTM A185
c. Concrete stump at discharge chute not less than 3" or more than 5". Wateradded after
batching is notpernimed.
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 vaporbarrier.
h. All aluminum components embedded within concrete shall be coated with abitumimms'
paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee. ,
WIND SPEED AND , ` ;OSURE HAVE
BEEN DETERNWD I(, SING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
CD
DD
n
12'-691
B-2 B-1
A-2 A-2
1X2
1X2
m
X
s— X
x—
/Q2X3
t 2X3 N
1�
6'-317
re
6'-3f'
THESE PLANS AND ALL P90P%ED WRK
ARE SUNU12 T TO XiY GUR EOTIONt.
` . REti�U1P�tT d>r I°l�� I� �C'fOr7S TbAT �:
MAY 1K 00ER TO {
COMPLY WITH ALL A %VN E CODES.
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HESE PLANS AND AU, PP- �'�M;t... •.
T ' •.
�f1 TO
fn' ,
PICKETS
(TYP) /QOq-D8
ST. LUCIE COUNTY
v-UILDING DIVISION
RI�9�EiAjGn
FOR COMPL. 111, DE:
REVIE'vUEC Y
D 4 T 5�y� 0 - rckU _
i'AUS T BE KEPT ON JOS OR
NO INSPECTION WILL BE MADE
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04/18/18
SHEET NO:
A-1
-`
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
i,B'x2"x2^EXTRUDED -
- \\\\!!,,
•�� ,�i .
2x2: 2"x2'xO.046'
ANGLE 6052 Hat ALLOSI
2x3: 2"x3"x0.050"
E
'
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2 x 4: 2" x 4" x 0.050"
_ cn
LL A.
OW
2x5: 2"x 5"x0.050"
UPRIGHT
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Q DO
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OPEN BACK SECTIONS
� O
lx2: 1"x2"xO.D40"
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CONC. . HEADER: ��.�
�
lx3: 1"x3"X0.045"
1^x2"O.B. BASE PLATE-TYP
7/4"x3"CONCRETE
�Y'M&LONG
/
SCREWANCHOR@24"O.C. %
SNAP SECTIONS
OR EMBEOYENI
]iN'YIN CONL tA�:.
iwcxca ED`CING
O'2X2S08P:
//// ��•
•
2"x2"X0.04S'
�_
MIN EDGE FROM
xuu �SEXTERIOR
#10Ox 3' WOOD SCREWS HEADER
y RO \\
w OF COLUMcl
N TO
@ITO.C.
2x4Smp: 2"x4"x0.046'
P
SLAB/FOOTING '
SEE PLAN OUTSIDE EDGE OF SLAB
PROFE
SIONAL SEAL L^
SELF MATING (SMB)
SIDE VIEW
\ C
2x4SMB: 2"x4"xO.044"xO.100"
\iLcJ�
2 X 5 SMB: 2" x 5" x 0.050" x 0.100"
(1)11T CIA THRU BOLT w/ NYLOCK
JAM NUT -IN LIEU OF NYLOCK JAM
1
2 x 6 SMB: 2" x 6' x O.050" x 0.120"
NUT, JAM NUTw/ THREADLOCKER
2 X 7 SMB: 2" x 7" X 0.057" X 0.12O" -
(1) 3/B" OIA MAY BE USED
—- — — — — — — -
C
2 x 8 5MB: 2" x 8" x 0.072" X 0.124"
SCREW TIGHTEN TO CONTACT- DO NOT
__ .._.. ._ ._._ -.. __. _- ___ _- .__
1L ul
O d
2x9SNB: 2"x9"xO.072"xO.124"
(21/4"COOVERTIGHTEN -
Va2x10
SMB: 2"xl0"x0.092"x0398"
2"HOLLOW
SECTION
W 3
Ix ¢� u7"x
MINIMUM FASTENER EDGE DISTANCE: 1/2"
--
ARE
- WOOD
p z Oja
MINIMUM FASTENER SPACING: 3/4"
.-
#lox3"WOODSlJM
@ 72'O.C.1"x2"BASE
SCREW ANCHOR:
PLATE ANCHORED TOCONC:W
V1� �CONCRETE
TTTEN HD OR EQUIVALENTANCHOR
CONC W/ IW CONCRETE SCREW
1W CIAx 3"CONCRETE
ZQNSIMPSON
z
(MIN.17/4"EMBED)
SLAB!FOOTIN6"MNC
SCREWANCHOR@24"O.C.
QzSHEETMETALSCREWSISMS): a
ITW/BUILDER OR EQTIVALENT
EACH SIOE OF POSTAND
SEE PLAN24" O.C. MAX
7"x 2" HOLLOW _
OC Zix
W LL LL
secT10N
FRONT VIEW
z
EXISTING HOST-
5 -
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/ 13 \2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
B-1 1X2 TO HEADER DETAIL
Z �J a
.
A-2 SCALE: NTS
A-2 SCALE: NTS
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OPTION I: 2"x SMB UPRIGHT
a
WIDTH ' _ '
212"x 11VUPRIGHT
_
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3
+ 72" x UPRIGHT DEPTH -12'1
DEPTH
p:
ALUM BACKING PLATE I ( OPTION 2:
C
WOOD HEADER
W/(4)#10x 172"SIAS 2"x 0.062" ALUM RECEIVING-
u
(1) aWx 3" LAG SCREW INTO HEADER
(
INTO SCREW BOSSES CHANNEL W! (4) #10 x 3/4"
i
CONCRETE HEADER
SMS INTO GIRT B(4)
3
(1) 3l8" DIA x 3" CONCRETE SCREW
2" x 2" OR Tx T #10 x 3W INTO UPRIGHT
-A
7#N70003"WOOD
3
ANCHOR INTO HEADER
MEMBER
SCREWS, 6"
I
LL
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FROM GIRTB@ir O.C.
Ln QO $
_ _ _ _ _ -
'
CONC:
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1W DIA x 3" CONCRETE
HOR 6-..
KX>FROMGISCREWANCRT
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ED
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EXISTING
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' spaced to spaced b spaced to
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prevent prevent
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i I I ( SEE BSERIES)
koo- — — — —
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FOR UPRIGHT
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1"x2"HOLLOW
VX2" W!#10x2"SMS-6"
i CONNECTION
— — _ —
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7 o Z W J
SECTION MAX EACH SIDE OF POST
CL F- _ LL
AND 24"O.C. MAX
- — —
-- - — j +
--------- --- -----
2"x HOLLOW
-
SECTION GIRT
DRAWN BY
GOF
CONC SLAB
GD
2^xrxD.125"ALUM ANGLEMO
I
(4) #14 x 3/4" SMS INTO UPRIGHT
2" x 2' x 1116- NEOPRENE
DATE DRAWN
PAD SHIM@EACH
1^xr
2"x UPRIGHT
1"xt"x0.046"PICKET - FASTENER LOCATION
04/18/18
AT C O.C. MAX INTERNALLY
REVISION
SCREWED TO TOP CHAIR RAIL& 1"x2"BASE PLATE ANCHORED TO
BOTTOM Px2"W/(2)#10xr CONC W/1/4"CONCRETE SCREW
ANCHOR (MIN. 1 114° EMBED)
1 -
-
6° MAX EACH SIDE OF POSTAND
24" O.C. MAX
B-2 POST TO HEADER DETAIL
C
C-1 1X2 TO HOST STRUCTURE DETAIL
A-2 SCALE: NTS
CREEN ENCLOSURE RAILING DETAIL
A-2 SCALE: NTS
SHEET NO:
.
- A-2 SCALE: NTS
!•
CONTRACTOR: JENSEN BEACH ALUMINI ;
DESIGN CRITERIA:
Chapter 16 Structural Design,
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A ofthe Alm
Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum
Construction in High Wind Areas.
3. ASCE 7-10.
Loading criteria
1. Live Load 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 Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Regina& Basic Wind Speed,
Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed
Vmr=150 MPH. Vmn=116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure D
3.4. Screen Enclosure Section2002.4
4.4. Building Category for Aluminum Structures, Section 2002.6. Category Tvae 1- Screen
Room: Non -Habitable, Unconditioned
1. Section 1607.8.1: Handmils and Guards
a. Uniform Load of 50 PLF applied in any direction
2. Section 1607.8.1.1: Concentrated Load
a. Concentrated Load of200 LBF applied in an direction
3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets)
a. Horizontally applied annual load of 200 LBF on any area
Roof Type
1. Roof Type: EXISTING
2. RoofMaterial: EXISTING
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Cade, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer
substitution is acceptable without the specific written, signed and sealed authorization of
Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 2020 Better View. Any other material most be
approved
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated in
ASTM B633, or stainless steel series "300".
5. All Self Mating Beam Sections are to be stitched with either #14 scnws 6' from ends and 24"
center to center or 912 screws 6" from ends and 12" center to seater.
6. 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:
L Portland Cement Type 1,- ASTM C 150
u. Aggregates - Large Aggregate 314" max -ASTM C 33
ui. Airemmining+/-l%-ASTMC260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform m:
i. 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'. Wateradded after
bitching 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 core or polyethylene curing penmitted
E Prior to placing concrete, treat the entire subsurface urea for termites in compliance with
the FBC.
g. Concrete shall be placed over a polyethylene vaporbarrier.
It. All aluminum components embedded within concrete shall be coated with abituminow
paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field
9. Use of these plans acknowledges and accepts a limit of liability not as exceed design and
engineering fee.
WIND SPEED ANI.i ' "OSURE HAVE
BEEN DETERNUN',. .-:SING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
O
0
12'- 61f
B-2 B-1
A-2 A-2
1X2
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ST. LUCIE COUNTY
BUILDING DIVISION
P9t9 GO4 8
RE'VIkMJEn
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PL 3.NS AND 1 -MMIT
MUST DE KEPT ON .30E OR
NO INSPECTION WILL BE MADE
1X1 PICKS
(TYP)
4ESE, fPLAM „ M ALL PR IPMU OAK
rMil J4%, ks p�A: � �C'1 - rip nr.�7
IlGI! V ii �::�1 lfil �K6f�Ad 1 0R•r J : rl A::
��y ��7ii: s'iv{ruYf ��f1fL�:'f1 O t
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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04/18/18
SHEET NO:
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ALUMINUM MEMBERS DIMENSIONS
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1 1 11/ 1 i
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"Y/e"x2"x T EXTRUDED
ANGLE 60S2 H32 ALLOY EA
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2 x3: 2"x3"x 0.050"
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1 x 2: 1" x 2" x 0.040"
®
CONC. HEADER:
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1x3: 1"x3"x0.045"
7" x z'O.B. BASE PLATE
1/4"x3"CONCRETE
•,
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SCREWANCHOR@24"0.C.
i �j ••.
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/
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"s ' Mw�^ 5d MIN EDGE DISTANCE FROM
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3"
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SLAB/FOOTING - a
OUTS EDGE OLUMN
//1
18
SEE PLAN
-
PROFE
61 LSEAL
SELF MATING (SMB)
SIDE VIEW
2x4SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" X 0.100"
(1)12" DIA. THRU BOLTw/ NYLOCK
I
Q
2x6SMB: 2"X6"X0.050"x0.120„
JAM NUT- IN LIEU OF NYLOCK JAM
NUT, JAM NUT wI THREADLOCKER
2X7 SMB: 2"x7"x0.057"x0.120„
(1) 31' DIA CONCRETE ' MAY BE USED
— — — — — — -
K
ui Ld
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
SCREW ANCHORS TIGHTEN TO CONTACT- DO NOT
_- - . _--.-..._._ -_ ___ __.
O
1 tl
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2XlOSMB: 2"x10"xO.092"x O.398„
(2 1/4" CONC. EMBED) I OVERTIGHTEN
T'xz'HOLLOW
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U
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
_
WOOD:
0
ac
MINIMUM FASTENER SPACING: 3/4"
+ ,-a.a
" n
#10x3"WOOD SCREWS
4•"
@12"O.C.
Iy
-'z
CONCRETE SCREW ANCHOR:
SITVIPSON TITEN HD OR EQUIVALENT
7"x Y'BASE PLATE ANCHORED TO
as ,. r" CONC W/1/4"CONCRETE SCREW
a`
ANCHOR
CONC:
114^DIAx3"CONCRETE
OVER -EC.
W
Z
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SHEET METAL SCREWS ISMS):
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Qz
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-
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B-1 1X2 TO HEADER DETAIL
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OPTION 1: I I Tx SMB UPRIGHT
211T x 1/8" x (TOP RAIL WIDTH
'
+ VT x UPRIGHT DEPTH -12)
ALUM BACKING PLATE OPTION 2:
WOOD HEADER:
W/(4)#10x 112"SMS ( ( 2"x 0.062"ALUM RECEIVING
'
(1) 3/8" x W LAG SCREW INTO HEADER
INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3/4"
CONCRETE HEADER:
SMS INTO GIRT & (4)
(1) 3/8" DIA x 3" CONCRETE SCREW
2" x 2" OR 2" x T #10 x 3W INTO UPRIGHT
WOOD:
p
ANCHOR INTO HEADER
MEMBER 3
1 #10 x 3" WOOD SCREWS, 6"
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SECTION.GIRT
TO� P OF
DRAWN BY
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2"x 2" x 0.125" ALUM ANGLE W/
(4) #14 x 3/4" SMS INTO UPRIGHT
2" x T x 1/16" NEOPRENE
i^x 2^
DATE DRAWN
PAD SHIM @EACH
2" x UPRIGHT
Vx 1"x 0.046" PICKET FASTENER LOCATION
-
04/18/18
AT4"O.C. MAX INTERNALLYJ 1"x 2"BASE PLATE ANCHORED TO
L B
SCREWEDBOTTOM
TOP CH(2)
REVISION
BOTTOMI"x2"W/(2)#10x2" CONC W/-SCREW
#10
1 -
ANCHOR (MIN. 7 1/4' EMBED)
ANCHOR MINICONCRETEEMBED)
-
6" MAX EACH SIDE OF POSTAND
_'
24" O.C. MAX
B
POST TO HEADER DETAIL
C+
C+—� 1X2 TO HOST STRUCTURE DETAIL
A-2
SCALE: NTS
CREEN ENCLOSURE RAILING DETAIL
A-2 SCALE: NTS
SHEEP NO:
A-2 SCALE NTS
A-2
C
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�-r(D3
i
DESIGN CRITERIA:
Florida Building Code, specifically Chapter 16 Structural Design,
and Chapter23 Wood
2. AA ASM 35 and AA ADM Specifications for Aluminum Structures, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association and the AAF Guide to Aluminum
Construction in High Wind Areas.
3. ASCE 7-10.
2. Dead Load 2 PSF
3. Wind Load
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. Basic Wind Speed Figure 1609.3(3),Stata of Florida Debris Region& Basic Wind Speed,
Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
VmT=150 MPH. Vnsp=116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure D
3.4. Screen Enclosure Section 2002.4
4.4. Building Category for Aluminum Structures, Section 2002A Category Tvpe 1- Screen
Room: Non -Habitable, Unconditioned
Loading:
1. Section 1607.8.1: Handrails and Guards
a- Uniform Load of 50 PLF applied in any direction.
2. Section 1607.8.1.1: ConcentmtedLoad
a Concentrated Load of200 LBF applied in an direction. -
3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets)
a. Horizontally applied normal load of200 LBF on any area
Roof Type
1. Roof Type: EXISTING
2. Roof Material: EXISTING
Specifications
The following specifications am applicable to this project
1. All work shall be in accordance with the 6th Edition (2017) Florida Budding Code, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer
substitution is acceptable without the specific written, signed and sealed authorization of
Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be
approved
4. Fasteners are required to be corrosion resistant, minimum SAE Gmde2 or better zinc plated to
ASTM B633, or stainless steel series "300".
5. All SclfMating 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.
6. Where concrete specifications ere required, whether in the screen enclosure scope or not, by one
or more regulatory agency, the following specifications am 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:
L Reinforcing Bars - ASTM A615, grade 60
u. Welded wire fabric-ASTM A185
c. Concrete slump at discharge chum 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 StandardPractice,
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.
It All aluminum components embedded within concrete shall be coated with a bituminous
paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND SPEED AND •' "'OSURE HAVE
BEEN DETERMIN, ;31NG THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
D
121-6ar
7m
1X2
1X2
X
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x— X
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2X3 N
2X3
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1
ST. LUCIE COUNTY
WJILDINIi ' Di' •I i0 '
Hi- iR � e:
POP
NO INSPECTIONWILL BE MADE
1 X1
PICKETS
(TYP)
/'ii si s�• i\%.' e .... ..
COnCEALED FASTENS.K* GR ATTACHMENTS
ARE THE RESPONSIBILITY OF i HE
CONTRACTOR OF RECORD
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04/18/18
SHEET NO:
A-1
f
C
3
7
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
J6"x2"x2"EXTRUDED
2 X 2: 2" x 2" x 0.046"
ANGLE 5052 HJ2 ALLOY EA
2x3: 2"x3"x0.050"
SIDE
��,•'••
•' /
2 x4: 2"x4"x 0.050"
`
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2 x5, 2"x5"X 0.050"
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W
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1 x2: 1"x2"x0.040"
®
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1 x3: I"X3"x0.045"
i"x 2' O.B. BASE PLATE -TYP
1/4"x3"CONCRETE
IN'x3" CONCRETE
-• z
toQJf
SNAP SECTIONS
ttM'MINCONC
MN CREMBEOMFNT
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#10x3"WOODSCREWS EXISTING
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HEADER
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2 x4 Snap: 2"x4"x 0.045"
SLAB I FOOTING - EXTERIOROF COLUMNTO
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SEE PLAN O
SELF MATING (SMB)
SIDE VIEW
2 x4 SMB: 2"x4" x 0.044'x 0.100"
2 x 5 SMB: 2" x 5" X 0.050" x 0.100"
(1)1/2" DIA. THRU BOLT W/ NYLOCK
I
2 X65MB: 2"x6"x0.050"X0.120„
JAM NIJT- IN LIEU OF NYLOCK JAM
❑
2 x 7 SMB: 2" x 7" x O.OST' x 0.120"
NUT, JAM NUTW/THREADLOCKER
(1) 3/6" OIA CONCRETE MAV BE USED
— — — — — — —
ty
2 x S SMB: 2" x S" x 0.072" x 0.124"
SCREW ANCHORS ( 'TIGHTEN TO CONTACT- DO NOT
... .... .....................__ .... _... __.._.
O
ui
6. 1
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
(2 1/4" CONC. EMBED) OVERTIGHTEN
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2x10 SMB: 2"x10"x0.092"x0.398"
1"x2"HOLLOW
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MINUM FASTENER EDGE DISTANCE: 1/2"
IM
WOOD:
0
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MINIMUM FASTENER SPACING: 3/4"
#10 x T. WOOD SCREWS
,z-
W
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CONCRETE SCREW ANCHOR:
4 1" x 2'SASE PLATE ANCHORED TO
CONC:
Va1z
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CONC W/ 1/4" CONCRETE SCREW
1/4"DIAx 3"CONCRETE
z
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SIMPSON TITEN HD OR EQUIVALENT
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'
SCREW ANCHOR@24"O.C.
Qz
SHEET METAL SCREWS(SMS):
SLAB/FOOTING, a' 6"MAX EACH SIDE OF POSTAND
0= z?
ITW / BUR.DEX OR EQUIVALENT
SEE PLAN 24" O.C. MAX
1" x 2" HOLLOW _
W
SECTION
FRONT VIEW
EXISTING HOST
B 2" x 4" OR LARGER UPRIGHT CONCRETE DETAIL
B-1 1X2 TO HEADER DETAIL
CALE5O
A-2
A-2 SCALE: NTS
Z
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OPTION I: /--Y'x SMB UPRIGHT
21/2"x t/8"x (TOP RAIL WIDTH I 1
t 12" x UPRIGHT DEPTH -1a')
ALUM BACKING PLATE I I OPTION 2:
WOOD HEADER
W/(4)#10x1 V2"SMS ( I 2" x 0.062"ALUM RECEIVING
(1) 3M" x W LAG SCREW INTO HEADER
INTO SCREW BOSSES CHANNEL W/ (4) #1O x 3/4"
CONCRETE HEADER:
I I SMS INTO GIRT & (4)
(1) 31W DIA x 3" CONCRETE SCREW
2" x 2" OR 2° x 3° #10 x 3W INTO UPRIGHT
WOOD:
-
ANCHOR INTO HEADER
MEMBER
I #10x 3"WOOD SCREWS, 6"
J
— — —
FROM GIRT & @ 12" O.C.
1n 117
CONC:to
z
TZ�Nk x 3" CONCRETE
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MAX EACH SIDE OF POST
. ... _-- ___-- ____ —._ _ __.
-
2"x HOLLOW
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GIRT
__' "' _' '.__ ''__' '_ '-' "' TOP OF
DRAWN BY
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2"x 2" x 0.125" ALUM ANGLE W/
(4) #14 x 3/4" SMS INTO UPRIGHT
2" x 2" x 1M6" NEOPRENE
DATE DRAWN
PAD SHIM @ EACH
1"x 2"
2" x UPRIGHT
1"x 1"x 0.046" PICKET FASTENER LOCATION
_
04/18/18
AT4"O.C. MAX INTERNALLY V x 2"BASE PLATE ANCHORED TO
SCREWED TO TOP CHAIR RAIL 8
REVISION
_
BOTTOM I"x2°W/(2)#10x2° CONC W/ANCHOR VIN.II
1 _
'
EMBFTE ED)
ANCHOR (MIN. 1 1/4" EMBED)
-
6" MAX EACH SIDE OF POST AND
24" O.C. MAX
B-2
POST TO HEADER DETAIL
C
C'1 1X2 TO HOST STRUCTURE DETAIL
A-v]
SCALE: NTS
GREEN ENCLOSURE RAILING DETAIL
A_2 SCALE: NTS
SHEET NO:
L
^ -2 SCALE: NTS
A
A-2
ON
W
4 4,
CONTRACTOR: JENSEN BEACH ALUMINL7"
DESIGN CRITERIA:
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter23 Wood
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Pan 1-A ofthe Aluminum
Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum
Corot auction in High wind Areas.
3. ASCE 7.10.
Loading Criteria
1. Live Load 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 Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. 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:
Vm.T=150MP Van=116MPH
3.3. Exposure Category, Section 1609.4.3: ExposureD
3.4. Screen Enclosure Section2002.4
4.4. Building Category for Aluminum Structures, Section 2002.6: Category Type I - Screen
Room: Nan -Habitable, Unconditioned
Loading:
1. Section 1607.8.1: Handrails andGuards
a Uniform Load of 50 PLF applied in any direction.
2. Section 1607.8.1.1: ConcemratedLoad
a Concentrated Load of 200 LBF applied in an direction.
3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets)
a Horizontally applied normal load of 200 LBF on any area
Roof Type
1. RoafType: EXISTING
2. Roof Material: EXISTING
The following specifications are applicable to this project
1. All work shall be in accordance with the 6th Edition(2017)FloridaBuilding Code, and any
other applicable local codes and regulations.
2. Aluminum extrusion shag be 6005 T5 Allloy. Due to quality cannot issues, no manufacturer
substitution is acceptable without the specific written, signed and sealed authorization of
Sancoaxt Aluminum Engineering, LLC.
3. Screen Material: Design based on 18114 or 20120 Better View. Any other material must be
approved
4. Fasteners am required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to
ASTMB633, or stainless steelseries"300". .
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and2C
center to center or #12 screws 6" from ends and 12" center to center.
6. 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 followingcomponems:
i. Portland Cement Type I,- ASTM C 150
E Aggregates - Large Aggregate 314" max-ASTM C 33
tii Airemraimng+/-1%-ASTMC260
iv.Water reducing agent-ASTM C 494
v. Clean Potable water
vL Other admixtures not permitted
b. Metal accessories shall conform to:
L Reinforcing Baru-ASTM A615, grade 60
E Welded wire fabric -ASTM A195
c. Concrete slump at discharge chute not less than 3" or more than5". 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 recommendation.
e. Moist care or polyethylene curing permitad
E 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. Ali aluminum components embedded within concrete shall be mated with abitummats
paint or epoxy.
7. All Bashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND SPEED AND;7"7'1SURE HAVE
BEEN `. DETERMIM NG THE ADVANCED
TECHNOLOGY CC'i::_11S WEBSrrE
AND GOOGLE EARTH.
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CONCEALED FASTENERS ORATTACHMENTB
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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DATE DRAWN
04/18/18
SHEET NO:
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ALUMIlNUM MEMBERS DIMENSIONS -
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ANGLE 5052 H-32 ALLOSIDE
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(1) VT DIA THRU BOLT w/ NYLOCK
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2x6SMB: 2"X6"X0.050"X0.120"
JAM NUT- IN LIEU OF NYLOCK JAM
2 x7 SMB: 2"x7"x0.057"x0.120"
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MAY BE USED
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SCREwANCHORS I TIGHTEN TO CONTACT -DO NOT
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MINIMUM FASTENER EDGE DISTANCE: 12"
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MINIMUM FASTENER SPACING: 3/4"
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ANCHOR(MIN. 11/4"EMBED)
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21/T x 118" x (TOP RAIL WIDTH
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ALUM BACKING PLATE 1 OPTION 2
WOOD HEADER
W/(4)#10xI ITSMS I Tx 0.06TALUM RECEIVING
(1) 3/8° x 3° LAG SCREW INTO HEADER
INTO SCREW BOSSES CHANNEL W9 (4) #10 x 3/4"
-
ONCRETE HEADER
j SMS INTO GIRT& (4) -
(1) 3/6° DIA x 3"CONCRETE SCREW
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MAX EACH SIDE OF POST
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- — — — - — — - — - — — — —
2" x HOLLOW
SECTION GIRT
TOP OF
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DRAWN BY
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(4) #14 x 3/4" SMS INTO UPRIGHT
2" x V x iN6" NEOPRENE
DATE DRAWN
PAD SHIM @ EACH
EACH
1°xT
Vx UPRIGHT
1"x1"x 0.046 PICKET FASTENER
04/18/18
AT 4" O.C. MAX INTERNALLY
REVISION
SCREWED TO TOP CHAIR-FWL& 1"x2°BASE PLATE ANCHORED TO
BOTTOM I°xTW/(2)#10 xT CONCW/1/4°CONCRETE SCREW
-
ANCHOR (MIN. 1114" EMBED)
6° MAX EACH SIDE OF POSTAND
_
24" O.C. MAX
B'2
POST TO HEADER DETAIL
C
G1 1X2 TO HOST STRUCTURE DETAIL
A-2
SCALE: NTS
CREEN ENCLOSURE RAILING DETAIL
A-2 SCALE: NTS
SHEET NO:
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