HomeMy WebLinkAboutBUILDING PLANSCONTRACTOR: JENSEN BEACH ALUM
DESIGN 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 ADMI Specifications for Aluminum Structures, Part 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 6th Edition (2017) Florida Building Code. Appendix 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 ofFlorida Debris Region & Basic Wind Speed,
Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed Vmx =150 MPH,
Vmm=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 2002.6: Category Type I - 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: Concentrated Load
a. Concentrated Load of 200 LBF applied in an direction.
3. Section 1607.9.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets)
a. Horizontally applied normal load of 200 LBF on any area
Roof Type
1. Roof Type: 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) Florida Building Code, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to qualitycontrol issues, no manufactn
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 to
ASTM B633, or stainless steel series "300".
5. All Self Mating Beam Sections are to be stitched with either q14 screws 6" from ends and 24"
center to center or M12 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 following components:
i. Portland Cement Type I ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max -ASTM C 33
id. Air entraining +/-1%-ASTM C260
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 chum not less than 3" or more than 5". Wateradded after
hatching 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 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 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 A.' XPOSURE HAVE
BEEN DETERNI-- USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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ST. LUCIE COUNTY
BUILDING DIVISION
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02/23/18
SHEUNG:
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ALUMINUM MEMBERS DIMENSIOi
HOLLOW SECTIONS
2x2: 2"x2'x0.046'
2x3: 2"x3"x0.050"
2x4: 2"x47x0.050"
2x5: 2"x 5'x0.050"
OPEN BACK SECTIONS
Ix2: I"x2"x O.040"
Ix3: 1"x3"xO.045"
SNAP SECTIONS
2 x 2 Snap: 2" x2" 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)
2x4SMB: 2"x4"xO.044"xO.10O"
_ - - 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"
2x7SMB: 2"x T'X0.05T'xO.120"
2 x 8 SMB: 2" x 8" x 0.07T' x O.I24"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x l O SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: I2"
MINIMUM FASTENER SPACING: 314"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
IIW / BUILDEX OR EQUIVALENT
1"
Tx
WOOD HEADER
(1) 3/8" x 3" LAG SCREW INTO HEADER
CONCRETE HEADER
(1) 3/6" DIA x 3" CONCRETE SCREW
ANCHOR INTO HEADER
1'x2' W/#10x2"SMS-6"
MAX EACH SIDE OF POST
AND 24" O.C. MAX
2" x T x 0.125" ALUM ANGLE W/
(4) #14 x 3/4" SMS INTO UPRIGHT
B'2 POST TO HEADER DETAIL
A-2 SCALE: NTS
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FRONT VIEW
1"x 2" BASE PLATE ANCHORED TO
CONC W/ 114" CONCRETE SCREW
ANCHOR (MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POSTAND
24" O.C. MAX
rB12" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A-2 SCALE NTS
OPTION 1:
' x
212• x 1/S' x(TOP RAIL WIDTH
.12" x UPRIGHT DEPTH -12')
ALUM BACKING PLATE
W/ (4) #10 x I I2" SMS
INTO SCREW BOSSES
2"x2"OR2'x3"
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SCREWED TO TOP CHAIR RAIL 8
BOTTOM V x 2" W/ (2) #10 x 2'
SMB UPRIGHT
OPTION 2'
2"x 0.062" ALUM RECEIVING
CHANNEL W/ (4) #10 x 3/4"
SMS INTO GIRT S (4)
#10 x 3/4' INTO UPRIGHT
TOE POF
CONC SLAB
2" x 2" x 1/16" NEOPRENE
PAD SHIM (01 EACH
1"x 2" BASE PLATE ANCHORED TO
CONC W/ 114" CONCRETE SCREW
ANCHOR (MIN. 1 114' EMBED)
W MAX EACH S1DE OF POSTAND
24" O.C. MAX
c CREEN ENCLOSURE RAILING DETAIL
A-2 SCALE NTS
WOOD:
#10 x 3" WOOD SCREWS
@ IT O.C.
1/4" DIA x 3' CONCRETE
SCREW ANCHOR @ 24' O.C.
1°x2"HOLLOW
B-1 1X2 TO HEADER DETAIL
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100
SCREW ANCHOR, 6"
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Elm
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02/23/18
SHEETNO:
A-2
a
CONTRACTOR:JENSEN
DESIGN CRITERIA:
specifically Chapter 16 Strucnual Design,
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Alan
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 Lord:-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 =150 MPIi,
Vsm=116 MPH
3.3. Exposure Category; Section 1609.43_ExposumD— --- _
' 4. Screen Eaclasure Section 2002.4
4.4. Building Category for Aluminum Structures, Section 2002.6: Category Tvoe 1- Screen
Room: Non -Habitable, Unconditioned
Landing
1. Section 1607.8.1: Handrails and Guards
a Uniform Load of 50 PLF applied in any direction.
2. Section 1607.8.1.1: ConcentatedLoad
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
The fallowing 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 18114 or 2020 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 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 are required whether in the screen enclosure scope mnot, 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 Ir ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max- ASTM C 33
iii. AG entraining +/-1%-ASTMC 260
iv.Water reducing agent-ASTM C 494
v. Clean Potable water
vL 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 m discharge chute not has than 3" or more than 5". Water added after
hatching is not pertained
d. Prepare and place concrete per American Concrete institute Manual of Standard Practice,
Parts 1, 2, and 3 including hot weather recommendations.
e. Moist care or polyethylene curing permitted
E Prior to placing concrete, treat the entire subsurface was 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 fce.
12r-6"
B-2 B-1
A-2 A-2
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THESE PLANS A14D ALL PROPOSED WORK
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REQUIRED BY FIELD INSPECTORS THAT
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DATE DRAWN
02/23/18
SHEET NO:
A-1
I
p
CONTRACTOR: JENSEN
DESIGN CRITERIA:
L The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Stmer al Design,
Chapter 20 Aluminum, and Chapter 23 Wood
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, 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.
WIND SPEED XPOSURE HAVE
BEEN DETERD., USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSTI'E
AND GOOGLE EARTH.
Loading Criteria
1. Live Load 10 PSF per 6th Edition (2017) Florida Building Code. Appendix f 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: Vmt =150 MPH,
Vma =116 MPH
__3:3._Exposure.Category,Section,1609.4.3:ExposureD=---- _—_----- — _�
3A. Screen Enclosure Section2002.4
4.4. Building Category for Aluminum Structures, Section2002.6: Category Tyne 1- Screen
Room: Non -Habitable. Unconditioned
Loading:
L Section 1607.8. L Handrails and Guards
a. Uniform Load of 50 PLF applied in any direction.
2. Section 1607.8.1.1: ConcenpztedLoad
a. Concentrated Load of 200 LBF applied in an direction
3. Section 1607.8. L2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets)
a. Horizontally applied normal load of200 LBF on any area
Foundation Design
Existing concrete slab. No additional concrete footing or slab is resulted 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, spallim. or other
deterioration
Roof Type
1. Roof Type: EXISTING
2. Roof Material: 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 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 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 SelfMating Beam Sections are to be stitched with either 914 screws 6" from ends and 24"
center to center or #12 screws 6" from ends and 12" center to center.
6. Where concrete specifications am required, whether in the screen enclosure scope or not, by one
or more regulatory agency, the following specifications areapplicable:
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
iiL Air entraining +A1%-ASTM C260
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 Al95
c. Concrete slump at discharge chute 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 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.
IL All aluminum components embedded within concrete shall be coated with abituminous
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 ofthese plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
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REQUIRED BYTIELD INSPECTORS THAT
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DATE DRAWL
02/23/18
REVISION
1
SHEET NO:
CC°APLY'i(lsg4jA, L-Afk1CAA_ 4CODES A_
ALUMINUM MEMBERS DIMENSION
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SLAB/FOOTING . OF COLUMN TO
-
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_ _
PROFE
SIONAL
SELF MATING(SMB)
-
SIDEVIEW1_--_
- - _ __ _ - _ --_
2x4 SMB: 2"x4"x0.044"x0.100"
— -- - - -- - -
----- -
__ ___ _�_� _i
_ _ __ _
_ _ _ _ _ _
'2X5SMBi 2"x5" x 0.050"X 0,100"
_
(1)+2" DIA THRU BOLTWI NYLOCK
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
JAM NUT- IN LIEU OF NYLOCK JAM
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2x8SMB: 2"x8"x0.072"x0.124"
NUT, JAM NUTW/THREADLOCKER
(1) 318" DIA CONCRETE MAY BE USED
—-------
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'
2XSSMB: 2"x8"x0.072"X0.124"
SCREWANCHOR TIGHTEN TO CONTACT -DO NOT
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MINIMUM FASTENER EDGE DISTANCE: 12"
- - — — — —
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CONCRETE SCREW ANCHOR:
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SHEET METAL SCREWS (SMS):
7` (MIN.
SLAB / FOOTiNG '•' e�-TF
SCREW ANCHOR@24"O.C.
Qz
O Z
ITW / BUBAEX OR EQUIVALENT
S" MAX EACH SIDE OF POST AND
SEE PLAN .: c> "• 24"O.C. MAX
1"x2'HOLLOW
Z
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SECTION
W
F- �"
FRONT VIEW
EXISTING HOST
c
G
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B' I 1X2 TO HEADER DETAIL
Z Lj
A-2 SCALE: NTS
A_2 SCALE: NTS
J
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ARE SUBJECT MANY CORRECTIONS..
p Z
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REQUIRED BY FIELD INSPECTORS THAT
— 4
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OPTION +: x
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p
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+ 72" x UPRIGHT DEPTH -1lT)
+�-=-`-�._.l:.• .. ���E�"
ALUM BACKING PLATE { OPTION 2:
,
WOOD HEADER:
W/ (4) #10 x 1 1/2" SMS 2" x 0.062" ALUM RECEIVING
(1)3!8"X3" LAG SCREW INTO HEADER
INTO SCREW BOSSES { CHANNEL W7 (4)#10 x3l4"
CONCRETE HEADER:
SMS INTO GIRT B(4)
(1) 3/8" DIA x 3" CONCRETE SCREW
2"x T' OR 2" x 3" 010 x 3/4" INTO UPRIGHT
W000:
ANCHOR INTO HEADER
MEMBER
#+O X 3" WOOD SCREWS, 6"
>
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J
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spaced to I spaced to spaced to `
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1 HEADER I
prevent prevent Prevent
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Q LLI =
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7 p Z W J
MAX EACHCHSIDE OF POST
._ .— _ — _._ . _ __ _.._. _ . _. ___. _. — .....
0- cc 7 LU LL
AND 24"O.C, MAX
2"a HOLLOW
SECTION GIRT
TOP
DRAWN BY
2" Tx 0.125"ALUM
CONC SLAB
1
KK
x ANGLE W/
(4) #14 x 3I4'. SMS INTO UPRIGHT
2" x 2• x +/16" NEOPRENE
+•x r
DATE DRAWN
PAD SHIM @ EACH
_ r
2"x UPRIGHT
I"x 1"x 0.046"PICKET FASTENER LOCATION
02/23/18
AT 4. O.C. MAX INTERNALLY
REVISION
SCREWED TO TOP CHAIR RAILS +"xr RASE PLATE ANCHORED TO
BOTTOM I-x2"W!(2)010 x 2• CONC W/ 114• CONCRETE SCREW
ANCHOR (MIN. 11W EMBED)
l
1 -
6" MAX EACH SIDE OF POSTAND
-
B'2 POST TO HEADER DETAIL
24" O.C. MAX
C
C-� 1X2 TO HOST STRUCTURE DETAIL
®
A-2 SCALENTS
GREEN ENCLOSURE RAILING DETAIL
A-2 SCALE: NTS
SHEEP NO:
A-2 SCALE: NTS
A-2
2
b
G,\\M
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 ADM] Specifications for Aluminum Structures, Part 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 6th Edition (2017) Florida Building Code, AFpemdix T Section 105.1
2. Dead Load 2 PSF
3. Wind Load
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5; Risk Catettary 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: Vmr -150 MPH,
Vme-116 MPH
3.3. Exposure Category, Section 1609A.3_: ExpusumD __-_ _
_ 3.4. Semen Enclosure Section 2002A - -
4. 4. Building Category for Aluminum Structures, Section 2002.6: Category Twe 1- Screen
Roam: Non -Habitable, Unconditioned
Loading:
1. Section 1607.8.1: Handmils and Guards
a. Uniform Load of50 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 normal load of200 LBF on any area
Foundation Design
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 emekinF, spalling,other
deterioration.
RoofTvoe
1. Roof Type: 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) Florida Building Code, and arty
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 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 are to be stitched with either #14 screws 6' from ends and 24"
center to center or 012 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 following components:
i. Portland Cement Type I,- ASTM C 150
ii. Aggregates Large Aggregate 3/4"max-AS1MC 33
ifi. 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 Al85
c. Concrete slump at discharge chute not less than 3" or mom than 57. Water added after
batching is not Pentland.
d Prepare and place concrete per American Concrete Institute Manual of Standard Practice,
Parts 1, 2, and 3 including hot weather recommendations.
e. Moist care or polyethylene curing pemiift&
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 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 , EXPOSURE HAVE
BEEN DETER?' _-D USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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THESE PUNS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
il1AY.Bu�dECESQ,GRY IN.ORDER•TOi'kS.
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DATE DRAWN
02/23/18
REVISION
a
SHEEPNO:
A-1
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3
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c
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ALUMINUM MEMBERS DIMENSIOI\
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2 x5: 2"X5"x0.050'
OPEN BACK SECTIONS
1x2: r'x2"X0.G40"
I x 3: 1"x 3" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.G45"
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 V'x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x O.1G0"
2x6SMB: 2"x6"x0.050"xO.120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.12O"
2x8SMB: 2"x8"x0.072"xO.I24"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x )O SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 12"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
WOOD HEADER
(1) 35" x 3" LAG SCREW INTO HEADER
CONCRETEHEADER:
(1) 31
8" DIA x W CONCRETE SCREW
ANCHOR INTO HEADER
1"x 2" S1
SECTIONECTION 1"x2" W/#10x2"SMS-6"
MAX EACH SIDE OF POST
AND 24" O.C. MAX
2"x
x 2" x 0.126" ALUM ANGLE W/
#14 x 3/4" SMS INTO UPRIGHT
B'2 POST TO HEADER DETAIL
A SCALE:NTS
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H32 ALLOY EA
SIDE
1®I
' A
]f/P WNCONC • �
:ANCIIofl FMBmYENf 'T -
SLAB l FOOTING m� _
SEE PLAN
(1) 3W CIA CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
2" O.B. BASE PLATE -TYP
5d MIN EDGE DISTANCE FROM
EXTERIOR OF COLUMN TO
— OUTSIDE EDGE OF SLAB
(1)1 W DIA THRU BOLT W/ NYLOCK
JAM NUT- IN LIEU OF NYLOCK JAM
NUT, JAM NUT W/ THREADLOCKER
MAY BE USED
TIGHTEN TO CONTACT -DO NOT
OVERTIGHTEN
•4•"' V Vx2" BASE PLATE ANCHORED TO
4'
• a ..'�'� CONIC W/1/4"CONCRETE SCREW
,'•' �•'
SLAB/FOOTING ANCHOR (MIN.7 114"EMBED)
SEE PI FOOTING
... 6" MAX EACH SIDE OF POSTAND
AN
24"O.C. MAX
FRONT VIEW
rB 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A_2 SCALE: NTS
OPTION 1:
212"x 1/8"x(TOP RAIL WIDTH '
+ W" x UPRIGHT DEPTH -12'
ALUM BACKING PLATE
W/(4)#10x 112"SMS
INTO SCREW BOSSES
2" x 2" O EMBER
MEMBER
' D N
spacedto spacedto
prevent Prevem
pass thin of pass Ntu of
4"sphere 4"sphere
1"x 1"x 0.046" PICKET
AT4" O.C. MAX INTERNALLY
SCREWED TO TOP CHAIR RAIL &
BOTTOM 1" x 2" W/ (2) #10 x 2"
SMB UPRIGHT
OPTION 2:
2" x 0.062" ALUM RECEMNG
CHANNEL W! (4) #10 x 3!4"
SMS INTO GIRT & (4)
#10 x 3/4' INTO UPRIGHT
spaced to
prevent
pass Itau of
4" sphere
SEE BSERIES
FOR UPRIGHT
TO
POE
CONC SLAB
2" x 2" x 1116" NEOPRENE
PAD SHIM @ EACH
FASTENER LOCATION
V x 2" BASE PLATE ANCHORED TO
CONIC W/ 1M" CONCRETE SCREW
ANCHOR (MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POSTAND
24" O.C. MAX
C CREEN ENCLOSURE RAILING DETAIL
A-2 SCALE: NTS
CONC.HEADER
1/4" x 3" CONCRETE
SCREW ANCHOR @ 24" O.C.
®12" O.C.
I
1"x 2"HOLLOW
—/)
SECTION
WOOD:
910 x 3" WOOD SCREWS
@ 12" O.C.
IM DIA x 3" CONCF
SCREW ANCHOR @ 24"
1"x 2" HOL
EXISTING
B-1 1X2 TO HEADER DETAIL
A_2 SCALE: NTS
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY.BU NECESOART IN.RDERTO, �
C011APH-1146APRLICA iCOpESl.
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DATE DRAWN
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02/23H 8
REVISION
c-i 1X2 TO HOST STRUCTURE DETAIL
A_2 SCALE: NTS
SHEET NO:
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, 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.
WIND SPEED. 'EXPOSURE HAVE
BEEN DETERI::: —D USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
Loading Criteria
L 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& Buie Wind Speed,
Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vats =150 MPH.
V-D=116 MPH
3.3. Exposure Category, Section 1609.43: Exposure D=-
-3.4. Screen EnclosureSection2002.4 - — _.
4.4. Building Category for Aluminum Structures, Section 2002.6: Categury Type I - Screen
Room: Nan -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: 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 normal load of 200 LBF on any area
RoofTvoe
L Roof Type: EXISTING
2. Roof Material: EXISTING
specifications
The following specifications are applicable to this pmject:
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
Smcoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20120 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".
S. All SclfMating Beam Sections are to be stitched with either #14 screws 6" from ends and 24"
center to center or 912 screws 6" from ends and 12" center to center.
6. Where concrete specifications am 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 I,-ASTM C I50
ii. Aggregates - Large Aggregate 3/4" max- ASTM C 33
EL 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 -ASTMA185
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 I, 2, and 3 including hot weather recommendations.
e. Moist care or polyethylene curing permitted
C Priorto placing concrete, treat the entire subsurface area for termites in compliance with
the FBC.
g. Concrete shall be placed over a polyethylene vapor baria..
IL 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 ofthese plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
O
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
,MAY BG,NECESSARY Ri ORDER T0.'
WPLIC0,4CODES.
'-,,_1X1 PICKETS
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DATE DRAWN
02/23/18
REVISION
1 -
SHEETNO
ALUMINUM MEMBERS DIMENSIOI'
HOLLOW SECTIONS
lWx Y x 2' EXTRUDED
ANGLE 5052 H-32 ALLOY EA
\\ ••
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2 x3: 2"x3"x 0.050"
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u
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®
CONC. HEADER:
FIt
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Ix3: 1"X3"xO.045"
1'x2"O.B. BASE PLATE-TYP
1!4" x 3" CONCRETE
SNAP SECTIONS
. iwJwx tout
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WOODSCREWH ADERR®24"O.C.
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tout.
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••
2"x3"xO.050"
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2"x4"xO.045"
SLAB/FOOTINGEXTERIOR OF COLUMN 70P
�.' OUTSIDE EDGE OF SLAB
((
1
SEE PLAN
=PROA
NAL EAL'SELF
MATING(SMB)
Sux3"WO*��HEADER
2x4SMB: 2"x4"xO.W'xO.100"
_ _ _ _ _____ __
2x5SMB:-2"x5"xO.050"x0:100" —
(1) 12' DIA THRU BOLTW/ NYLOCK
I
2 X 6 SMB: 2" x 6" x 0.05O" x 0.120"
JAM NUT - IN LIEU OF NYLOCK JAM
NUT
0
2%7SMB: 2"%7"x O.057"%0.120"
I NUT, JAM w/THREADLOCKER
(1) DIA CONCRETE MAY BE USED
-- — —
CC
a
2X8 SMB: 2"X8"x0.072"%0.124"
SCREW ANCHORS TIGHTEN TO CONTACT -DO NOT
._-...... ..
O
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2x9SMB: 2"x9"x0.072"x0.124"
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2xI0SMB: 2"xlO"X0.092"xO.398"
SECTION
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
WOOD:
p
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MINIMUM FASTENER SPACING: 3/4"
— , . .� :-
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CONCRETE SCREW ANCHOR:
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Z Lj 2
A-2 SCALE: NTS
A_2 SCALE: NTS
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PLANS AND ALL FROPOSED
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ARE SUBJECT TO ANY CORRECTIONS
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REQUIRED BY FIELD INSPECTORS THAT
Z Vr xr3n(: a
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212"x1/8"x(TOP RAIL WIDTH
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12'x UPRIGHT DEPTH -12')
_IIPIaY
___
ALUM BACKING PLATE OPTION 2:
- - - _.
WOOD HEADER:
W/(4)#10x 112"SMS ( 2"x 0.062'ALUM RECEMNG
(1) 3/8" x W LAG SCREW INTO HEADER
INTO SCREW BOSSES CHANNEL W/ (4)#lOx 3!4"
CONCRETE HEADER
( SMS INTO GIRT&(4)
(1) 31W CIA x 3" CONCRETE SCREW
2" x 2" OR 2" x 3" #10 x 3W INTO UPRIGHT
WOOD:
O
ANCHOR INTO HEADER
MEMBER
I #10 x 3' WOOD SCREWS, 6"
J
—•--------- --
FROM GIRT B(aI 12.O.C. ppp'
N CO
N z
— —
----_--_—
TIT DIA x 3" CONCRETE
V4"
Q
LLl
SCREW ANCHOR 6-
�00
0 O
FROM GIRT S Q 24"D.C.
I
I HXEAD RG I
spaced1(1
( sPrevento ' sp �aR 3 me to I (
SCREW BOSS INTO
Q LUL
U O Q
pass lhro of pass th. of pass Sao of
4" sphere 4'sphere 4" sphere
I EE BSERIES
KX>-
LU LLl
G O m
_Jj GJ W 0
UPRIGHT
i
I — —
0 Z M
H1'x
2"HOLLOW
x2" W/#10x2"SMS-fi1
"FOR
ONNECTION
_ =
IY
O p Z W_1
SECTION
EACH SIDE OF PORT
-- - --------- --
— —
AND 24" O.C. MA%
__. _ —. _ _ .__ _ .._— — _-- -- —
KX>2"xHOLLOW~'=ALL
SECTION GIRT
- T01
DRAWN BY
CONC�SLAB
re
KK
2"12'.0.125. ALUM ANGLE W!
(4) #14 x 3/4" SMS INTO UPRIGHT
2"x Y x 1/16" NEOPRENE
1' x Y
DATE DRAWN
PAD SHIM @ EACH
m
2" x UPRIGHT /'lfj
1"e 1' x 0.046" PICKET FASTENER LOCATION
02/23/18
AT4°O.C. MAX INTERNALLYJ 1" x 2' BASE PLATE ANCHORED TO
SCREWED RAILS
REVISION
1TOPCHAIR
BOTTOM 7'x2"WI (2)010xY CONC W/V4'CONCRESCREW
ANCHOR
ANCHOR (MIN. 1 1/4" EMBED)
1 _
-
6' MAX EACH SIDE OF POSTAND
24' O.C. MAX AX_2
POST TO HEADER DETAIL
C
c-i 1X2 TO HOST STRUCTURE DETAIL
A-2 SCALE: NTS
CREEN ENCLOSURE RAILING DETAIL
A_2 SCALE: NTS
SHEET NO:
A_� SCALE: NTS
1,
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9
A
6i's, fil
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