HomeMy WebLinkAboutPLANSCONTRACTOR: JENSEN BEACH ALI `,UM
DESIGN CRITERIA:
L The Sth Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 740.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Rtsk Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed,
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VOLT=150 MPH,
VASD - 116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure D
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category l-Semen
Room: Nan -Habitable, Unconditioned
Loading:
1. Section 1607.8.1: Handrailsand Guards
a Uniform Load of fill 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 Rags, Balusters, Panel Filters, Pickets)
a Horizontally applied normal load of200 LBF an my 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 ifthe existing stab is a minimum
of 4" thick and in sound condition, free from structural crackiae, spoiling, 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 5tbEdition (2014)Florida Building Code, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues, no manufacturer
substitution is acceptable without the specific written, signed and sealed authorization of
Swwast 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"._
5. All Self Mating Beam Sections are to be stitched with either q14 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 shell conform to ASTM C94 for the following components:
L Portland Cement Type 1,- ASTM C 150
iL Aggregates -Large Aggregate 3/4" coax- ASTM C 33
BL AU entraining +/-1%-ASTM C 260
iv.Water reducing agent-ASTM C 494
v. Clean Potable water
vL Other admixtures rat permitted
b. Metal accessories shall conform to:
L 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
botching 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. Priorto placing concrete, treat the entire subsurface area fcutemtites in compliance with
the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated with a bituminous
paint or epoxy.
7. All Bashing 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 ofliability act to exceed design and
engineering fee.
WINDSPEEI ' "I EXPOSURE HAVE
BEEN DETEI.. iED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
12'-6"
SCANNED
BY
St. Lucie County
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THESE PLANS AND ALL PROPOSED 'WORK
ARE SUBJECT TO ANY COIRREC T IONS
-REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE COUPS,
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6'-3"
CONCEALED FASTENERS OR ATTACHMEM
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
1 X1 PICKETS
(TYP)
B
A-2
6'-3"
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANC-E
DATE
MUST BE KEPT ON/JOB OR
NO INSPECTION WILL BE MADE
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Ix3: 1"x3"x O.045"
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L ,
#10x3"WOOD SCREWS HEADER �l
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INN•' Stl MIN EDGE DISTANCE FROM
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SLAB/FOOTING -'.
SEE PLAN OUTSIDE EDGE OF SLAB
- - PROFE
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SELF MATING (SMB)
SIDE VIEW
2x4SMB: 2"x4"x0.OW'x0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100".
(1) 10 DIA. THRU BOLT w/ NYLOCK
2 x 6 SW: 2- x 6" x 0.050" x 0.120"
JAM NUT- IN LIEU OF NYLOCK JAM
2x75MB: 2"x7"x0.05T'x0.120,.
I NUT, JAM NUT W THREADLOCKER
(1) 3N' DIN. CONCRETE MAY BE USED
_ — — — — —
2x8SMB:2"x8"x0.072"x0.124"
SCREWANCHORS ' I TIGHTEN TO CONTACT -DO NOT
_.. _ _ __ __ __ ._.... _... _-- ------ -.
ui
2x9SMB: 2"x9"x O.072"x0.124"
(21/4"GONG. EMBED OVERTIGHTEN
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2x 10 SMB: 2"x 10" x 0.092" x 0.398"
7 x2
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SECTION
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4" -
— _
-
WOOD:
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#1ox3•WOOD SCREWS
CONCRETE SCREW ANCHOR:
1"x 2^ BASE PLATE ANCHORED TO
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M ICING:
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SRAPSON MEN HD OR EQUIVALENT
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' ANCHOR (MIN. 11/4"EMBED)
1 DIAx3°CONCRETE
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SHEET METAL SCREWS ISMS):
SLAB/FOOTING • s:
6" MAX EACH SIDE OF POSTAND09
SCREWANCHOR@24"O.C.
W
ITW/ BUILDER OR EQUIVALENT
SEE PLAN 24"O.C. MAX
1'x 2"HOLLOW - _
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FRONT VIEW
SECTION
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EXISTING HOST
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_
B�1 _ 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
B-?IX2 TO HEADER DETAIL
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A-2 SCALE: NTS
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OPTION I: I 2°x SMB UPRIGHT
,451E CM'E
2 Urx IlVx(TOP RNLWIDTH I
+ 12' x UPRIGHT DEPTH -112")
ALUM BACKING PLATE OPTION 2:
,
WOOD HEADER:
W/(4)#10x 11,7 SMS ( rxO.Wr ALUM RECEIVING(I)
3B" x 3" LAG SCREW INTO HEADER
INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3r4"
CONCRETE HEADER
( ' SMS INTO GIRT&(4)
3B° DIA x 3' CONCRETE SCREW
(AN)
r x 2" OR rx 3" #10 x 3/4° INTO UPRIGHT
WOOD:
Cl
ANCHOR INTO HEADER
MEMBER
#10 X 3" WOOD SCREWS, 6-
J
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114"DIA x3"CONCRETE
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_ — _ — _ _ —
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_ — - — — — — TOP OF
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CONG SLAB
DRAWN BY
2° x 2" x 0.125" ALUM ANGLE W/
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TP
(4) #14 x 3/4' SMS INTO UPRIGHT
- r x 2 x i/16" NEOPRENE
DATE DRAWN
-- `
PAD SHIM M EACH
1"x r
r x UPRIGHT
1"x I' x 0.046" PICKET FASTENER LOCATION
08/18/17
AT 4' O.C. MAX. INTERNALLY
SCREWED TO TOP CHAIR RAIL& 1"x2° BASE PLATE ANCHORED TO -
REVISION
BOTTOM I°x2°WI(2)#10xr CONC WIlW CONCRETE SCREW
1 -
ANCHOR (MIN. 1 IW EMBED)
6° MAX EACH SIDE OF POSTAND
_
24' O.C. MAX ,
B-2 POST TO HEADER DETAIL
C
C-1 IX2 TO HOST STRUCTURE DETAIL
A-2 SCALE:NIS
CREENENCLOSURERAILINGDETAIL
SCALE:NTS
A-2
SHEETNO:
A-2 SCALE: NTS
A-2
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CONTRACTOR: JENSENBEACHALi` _,IUM
DESIGN CRITERIA:
1. The Sth Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter23 Wood
2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A of the Aluminum De!
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk CateFory 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region &Basic Wind Speed
Paragraph 1609.3.1 and Table16093.1 Equivalent Basic Wind Speed: VOLT=150 MPH.
VASE) =116 MPH
3.Exposure Category, Paragraph 1609.43: EzoosureD
4. Balding Category forAlminum Struchues, Paragraph 2002.6: Building Category I -Screen
Roam: Non -Habitable, Unconditioned
Loading:
1. Section 1607.8.1: Handrails and Guards
a Uniform Load of50 PLF applied inany 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 men
Roof TNype
1. Roof Type: EXISTING
2. Roof Material: EXISTING
Specifications
The following specifications are applicable to this project
1. All work shallbe in accordance with the 51h Edition (2014) Florida Building Code, and my
other applicable local codes and regulations.
2. Aluminum extnuions shall be 6005 TS 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 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 914 screws 6" from ends and 24-
center to center or q12 screws 6" from ends and 12" cater to center.
6. Where concrete specifications are required whether in the screen ealosure scope or not by are
or mare 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
HL Air entraining +/-1%-ASTM C260
iv.Water reducing agent -ASTM C 494
v. ClesnPomble water
vl Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars- ASTM A615, grade 60
E Welded wire fabric - ASTM AI85
c. Concrete slump at discharge chute not less than3"or more than 5'. Water added after
batching is not permitted
d Prepare and place concrete per American Concrete Institute Manual of Standard Practice,
Pads 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing Permitted.
E Priarto placing concrete, treat the entire subsurface area for termites in compliance with
the FBC.
g. Concrete shall be placed over 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.
S. Door location shall be determined by contractor in the field
9. Use oftheu plans acknowledges and accepts a limit ofliability ant to exceed design and
engineering fee.
WIND SPEE4- ' .D EXPOSURE HAVE
BEEN DETE� !03D USING THE ADVANCED.
TECHNOLOGY COUNCH,'S WEBSITE
AND GOOGLE EARTH.
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THESE PL, NS AND ALL PROPOSM V'1GRK
ARE SUBJECT TO ANY COO EC T IOVN3
REQUIRED BY FIELD INSPECTORS THAT
„ MAY BE NECESSARY IN' Qf7;3ER TO
12 - 6 COF:ihLY WITH AIL APPLICABLE CODES,
B-2 //-9
-2
1X2
1X2
N O-
X
X
C2X3
2X3 N
1
2
I
PAM
6r-3rr
CONCEALED FASTENERS ON ATTACHMENTS
ARE THE RESPONSIBILITY OP THE
COMMOTOROMRD
1 X1 PICKETS
(TYP)
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SHEETNO:
A- 1.
ALUMINUM MEMBERS DMMNSI,
ED
-- Ire^x52
/y/
HOLLOW SECTIONS
2X2: 2"x2"x0.046"
H-32 ALLOY
ANGLE 6052 H32 ALLOY EA
IN
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2x3: 2"x3"x0.050"
�♦
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2x 5: 2"x 5"x0.050"
UPRIGHT
= a; z
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OPEN BACK SECTIONS
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1x2: I"x2"xO.04D"
- ®
' N'•>
~ �:•
1X3: I"X3"x0.045'
.. 1° x 2" O.B. BASE PLATE-TYP
CONC. HEADER �••
1!4"x3"CONCRETE
;
SNAP SECTIONS
; u�w nsueswousxr
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D.C.SCREWANCHOR@24°I/�O'•
WOOD HEADER: EXISTING // y••'•••••'•
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2x25pap: 2"x2"x0.045"
a, -4
DISTANCE FROM
#10x 3"WOOD SCREWS HEADER
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2 x4 Snap: 2"x4"x 0.045"!.
COL MN TO
SLAB/FOOTING . ,• EXTERIOR OF
III A
SEE PLAN OUTSIDE EDGE OF SLAB
PROFE
SIONAL SEAL
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) M" DIA. THRU BOLTw/ NYLOCK
2 x 6 SMB: 2" x 6" x 0.050" x 0. 120"
JAM NUT- IN LIEU OF NYLOCK JAM
I
❑
2x75M3: 2"x T'x0.O5T'%O.I20"
I NUT, JAM NUT w/THREADLOCKER
(1)�SOREWAN S MAY BE USED
2x8SMB: 2"x8"x0.072"x0.124"
HO
' TIGHTEN TO CONTACT-DONOT
_-„-,,,-,,,-_,____;-_-- ,,,-„_____--
cc
,
2 x9 SMB: 2"x9"x0.072"x0.124"
(21/4"CONC. EMBED) i - OVERTIGHTEN
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2x105MB: 2"x]0"x0.092"x0.398"
!
1°x2°HOLLOW
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SECTION I
Q•
MINIMUM FASTENER EDGE DISTANCE :12"
— - I — _
WOOD:
z
MINIMUM FASTENER SPACING: 3/4"
•
#10xTWOODSCREWS
yg W Q aW
CONCRETE SCREW ANCHOR
•.�
• e'•; '.' 1"x2'BASE PLATE ANCHORED TO
®1CONC:
LLLJ
SIIdPSON TI'LEN HD OR EQUIVALENT
• a .. ` �' CONC Wl 1/4"CONCRETE SCREW
a l7 ANCHOR (MIN. 11/4" EMBED)
r 1!4"OIAz3°CONCRETE
Z
W'e
SHEET METAL SCREWS (SMS):
SLAB / FOOTING •• n•�-'-{9• 6—MAX EACH SIDE OF POSTAND
_ SCREW ANCHOR@ 24" D.C.
CrI
FrW I BUB.DEX OR EQUIVALENT
SEE PLAN 24"O.C. MAX
VxZlH LLOW _
Z
2�
FRONT VIEW
SECTION
w
a!
EXISTING HOST-
B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
B'l 1X2 TO HEADER DETAIL
-
A-2 SCALE: NTS
A-2 SCALE: NITS
� J
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ARE SUi3JECTTOANY COFII1ECTION3
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CO PIL''I I:VITH ALL APPLICAIISLE CGUrJ.
_
21/2•x ire" x(TOP RAIL WIDTH f
' • Ire UPRIGHT DEPTH -M
ALUM BACKING PLATE OPTION Z
WOOD HEADER
W/(4)#10x 11re SMS I 2"x 0.06Y ALUM RECEIVING
(1) 31W x 3" LAG SCREW INTO HEADER
INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3/4^
'
CONCRETE HEADER:
I ( SMS INTO GI13T&(4)
(1) 3/5" DA. x 3" CONCRETE SCREW
2" x 2" OR 2"x T -#10 x 3/4" INTO UPRIGHT
WOOD:
ANCHOR INTO HEADER
MEMBER
I #10x 3"WOOD SCREWS, G
FROM GIRT&@lTO.C.
m
CONC:
1/4'DW x3"CONCRETE
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SCREW BOSS
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MAX EACH SIDE OF POST
AND24"O.C.MAX -
— _ — _ _ — _ . _
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SECTION GIRT
TOP OF
cUNCSLAB
DRAWN BY
2' x 2" x 0.12GALUM ANGLE W/
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TP
(4)#14x3l4"SMS INTO UPRIGHT
- - - �- 2"x2"x111GNEOPRENE
DATE DRAWN
PAD SHIM @ EACH
t° x 2"
2" x UPRIGHT
1"x 1"x O.W PICKET FASTENER LOCATION
08/18/17
AT 4" O.C. MAX INTERNALLY
'
SCREWED TOTOP CHAIR RAIL&- 1"x T BASE PLATE ANCHORED TO
REVISION
BOTTOM I"x 2°Wl(2)#10 x 2° CONIC Wl IW CONCRETE SCREW
1 -
ANCHOR 1 IW EMBED)
G 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: NIS
CREEN ENCLOSURE RAILING DETAIL
SCALE: HIS
A-2
SHEET NO:
A-2 SCALE: NTS
Q
CONTRACTOR: JENSEN BEACH ALL, ' °0M
DESIGN CRITERIA:
1. The 5th Edition (2014) Florida Budding Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A ofthe Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed,
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VIMT=150 MPli.
VASD = 116 MPH
3. Exposure Category, Paragraph 1609.4.3: ExposureD
4. Building Category for Aluminum Structures, Paragraph 2002A Building Category l-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 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets)
n. Horizontally applied normal load of200 LBF on any area
RoofTvre
1. Roof Type: EXISTING
2. Roof Material: EXISTING
Specifications
The following specifications arc applicable to this project
1. All work sball be in accordance with the 5th Edition (2014) 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 manufacMer
substitution is acceptable without the specific written, signed and sealed authorization of
Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 19/14 or 20120 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 #14 screws 6" firms 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 forthe following components:
i. Portland Cement Type 1,- ASTM C 150
ii Aggregates -Large Aggregate 314" 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
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.
It. All aluminum components embedded within concrete shall be coated with a bituminous
paint or epoxy.
II flashing and weatherpmofng shall be provided by the contractor.
8. Dooilocation shall be detemuned by contractor in the field
9. Use These plans acknowledges and accepts a limit ofliability not to exceed design and
WIND SPEE y, EXPOSURE HAVE
BEEN DET -- [ED USING THE ADVANCED
TECHNOLGv i x:OUNCIL'S W EBSITE
AND GOGGLE EARTH.
O
c
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THESE FlUOUiS AND ALL PROPOSED 4'r019K
ARE SUBJECT TO ANY COfbRBC;10FIS
Rr-CUIRED BY FIELD INSPECTORS TIiAT
I'e9AY BE NECI?SSAR Y 1N OVER TO
121— 6 rr 041,4iV WITI•i ALL APPLICABLE Cro
B-2 B-1
A-2 A-2
/-1
1X2
1X2
m
N �
X �
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A-2 X
X
2X3 N
2X3
1
2
6'-3rr
C-1
A-2
CONCEALED FASTENERS ON A`fACHMEM
ARE THE RESRONSIBILIV OF THE
CONTIRAMOFRECORD
1 X1 PICKETS
(TYP)
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TP
08/18/17
SHEET NO:
s
g
0
a
0
A-1
ALUMINUM MEMBERS DIMENSI'
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
1N' x 2". Y EXTRUDED
ANGLE 5052 H32 ALLOY EA
F L 6upy
\\
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2x3: 2"x3"x0.050"
2x4: 2"x4"xO.050"
I
( LL ;�/
2x5: 2"x5"x0.050"
UPRIGHT
_-
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OPEN BACK SECTIONS
-
�' Q C. 2
I x2: 1-x 2"x 0.040"
lx3: 1"x3"x O.045"
1"x 2" O.B. BASE PLATE -TVP
Ter WN conc
CONC.HEADER:Co
V4°x3"CONCRETE
SCREW ANCHOR @24°O.C.
/
%
yv
SNAP SECTIONS
enuENr •
WOOD HEADER: EXISTING
// Oh/ •.........
2 x 2 Snap: 2" x 2" x 0.045"
Lw�noR ,; z
Mm-4r FROM
CREWS HEADER
/////
TIRO \\
2 x3 Snap: 2"x3"x0.050"
FCIOLUMN TO
@123.C.
- @12°O.C.
2x4 Snap: 2"x4"x0.045"
SLAB/FOOTING
EXTERIOR
'
lTl )�\\\
SEE PLAN
�' OUTSIDE EDGE OF SLAB
- -
PROFE
SIONAL SEAL
SELF MATING (SMB)
SIDE VIEW
2x4SMB: 2" x 4" x 0.044" x 0. IW'
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
(1) 12" D W THRU BOLTWI NYLOCK
JAM NUT- IN LIEU OF NYLOCKJAM
I
2x6SMB: 2"x6"x 0.050" x 0. 120"
2 x 7 SMB: 2" x T' x 0.057" x 0. 120"
(1) 3W DIA. CONCRETE
NUT, JAM NUTWI THREADLOCKER
MAY
_ - — — _ _ — _ _
O
2x8SMB: 2"xS"x 0.072"x0.124"
SCREWANCHORS
i TO CONTACT -DO NOT
_!
0
w
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
(2 IN' CONIC. EMBED)
OVERTIGHTEN
U
u1 a
2 x10 SMB: 2"x 10"xO.092"x0.398"
I
1^x2"HOLLOW
SECTION
w
CrLL
y
$g ^fig
MINIMUM FASTENER EDGE DISTANCE: 1/2"
WOOD:
a� 1O Q q
MINIMUM FASTENER SPACING: 3/4"
•. a -
#10 x 3" WOOD SCREWS
C Q Si
CONCRETE SCREW ANCHOR:
•4.,
a •e 1"x2"BASE PLATE ANCHORED TO
• 4'.:
@12"O.C.
CONC:
W
w
O d
i i
SIMPSON TITEN HD ORE EQUIVALENT
Q
f� CONIC W/1!4"CONCRETE SCREW
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114"DIAx3"CONCRETE
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Z
ZD
wi �i
SREET METAL SCREWS (SMS):
SLAB I FOOTING
a*. 6"MA%EACH SIDE OF POSTAND
c, 0,z
ITW I BUILDEX OR EQUIVALENT
SEE PLAN
24"O.C. MAX
T'x2"HOLLOW _
•
FRONT VIEW
SECTION
W
a!FLL
EXISTING HOST
rBB-_
2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
)X2 TO HEADER DETAIL
Z U
A-2
SCALE: NTS
A_2 SCALE: NTS
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ALL APr^LICAtaLE
Cr�^&'EG.
212"x VS" x(TOP RAIL WIDTH
+ II4" x UPRIGHT DEPTH -12')
ALUM BACKING PLATE I OPTION 2
WOOD HEADER
W/(4)#10xI
IWSMS I Tx O.MVALUM RECEIVING
(1) 3/6"x 3" LAG SCREW INTO HEADER
INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3'4"
NCRETE HEADER
I SMS INTO GIRT& (4)
/6" DI0. x 3" CONCRETE SCREW
Y xY ORY x 3°
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p
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MEMBER
, #10x 3"WOOD SCREWS, 6°
J
r
=—===—=—=
r ---
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I
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O
1
prevent
j
prevent Prevent
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pass Mu of
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EE
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SECTION
MAX EACH SIDE OF POST
-- --------
---
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_ _._. ....._
_ — ._. — — -' -- -
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TOP OF
DRAWN BY
T xY x 0.12Y AWMANGLE W/
GONGS AB
I
TP
(4)#14 x 3W SMS INTO UPRIGHT
_. Vx Tx 1116"NEOPRENE
DATE DRAWN
PAD SHIM @EACH
1"xY
Tx UPRIGHT
1° x 1"x 0.046" PICKET
FASTENER LOCATION
08/18/17
AT 4" O.C. MAX. INTERNALLY
REVISION
SCREWED TO TOP CHAIR. -.1- - 1'x 2" BASE PLATE ANCHORED TO
BOTTOM I-X2"W/(2)#10 xY
GONG W/1/4°CONCRETE SCREW
ANCHOR (MIN. 1 1W EMBED)
6" MAX EACH SIDE OF POST AND
_
24° O.C. MAX
B-2 POST
TO HEADER DETAIL
/�
n
C+'� 1X2 TO HOST STRUCTURE DETAIL
A_2
SCALE:NTS
CREEN ENCLOSURE RAILING DETAIL
A-2 SCALE: NTS
SHEErNO:
A_2
SCALE: NTs
A-2
I
T
CONTRACTOR: JENSEN BEACH AL, * ',UM -
DESIGN CRITERIA:
Chapter 16 Structural Design,
2. AA ASM 35 and Specifications for Aluminum Structures, Past 1-A of the Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
L Building Occupancy Category, Paragraph 1604.5 and Table 16045: Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed,
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed VOLT=150 MPH.
VMD=116 MPH
3. Exposure Category, Paragraph 1609.43: ExposureD
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category l - Screen
- Room: Nan -Habitable, Unconditioned
Londinm
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 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fi leis, Pickets)
a. Horizontally applied normal load of 200 LBF on nay area
Foundation Design
Existing concrete slab. No additional concrete footing or slab is required to resist the loads
imposed upon the existslab by the proposed construction if the existing slab is a minimum
of 4" thick and in sound condition, free from structural crocking, sualBag. or other
deterioration.
RoofType
1. Roof Type: EXISTING
2. Roof Material: EXISTING
SSpecificatiom
The following specifications are applicable to this project
1. All work shall be in accordance with the 5th Edition (2014) 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
Samoan Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or20/20 Better View. Any other material must be
approved
4. Fasteners are required to be corrosion resistant. minimum SAE Gmde 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 /114 screws 6" from ends and 24"
center to center or#12 screws 6" from ends and 12" center to center.
6. Where concrete specifications era required, whether in the screen mclosure scope or not, by one
or mom regulatory agency, the following specifications are applicable:
a Concrete shall conform to ASTM C94 for the following components:
L Portland Cement Type I,- ASTM C 150
iL Aggregates -Large Aggregate 3W' max- ASTM C 33
HL Air entraining+/-1%-ASTM C 260
iv.Water reducing agent- ASTM C 494
v. Clean Potable water
vL Other admixtures not permitted
b. Merl accessories shall conform to:
i. Reinforcing Bars- ASTMA615, grade 60
iL Welded wire fabric -ASIMA185
c.Concrete slump at discharge chum not less than 3" of 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 care or.polyethylene curing permitted
E Priorto placing concrete, trem the =tire subsurface area fortermites in compliance with
the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
b. AB aluminum components embedded within concrete shall be mated with a bituminous
paint or epoxy.
7. All flashing and weatherproofing sball be provided by the contractor.
8. Door location shall be determined by contractor in the field
9. Use ofthese plans acknowledges and accepts alimit ofiiability not to exceed design and
engineering fee.
WIND SPEE , - ",1D EXPOSURE HAVE
BEEN DETE;- JED USING THE ADVANCED
TECHNOLOGY COUNCLL'S WEBSUE
AND GOOGLE EARTH,
12'-6"
mrswupit
�
THIIMU PUNS AND ALL PROPOSM IMP
ARE. SUS,IGCT TO ANY COI KCiI11.+N$
REQUIREU BY FIELD INUECTOn6 THAT
. r'$YSENECESStRYINORiZ2rtITO
COPell-V WITH ALL APP LIaABLE CC• EG.
B-2 B-1
A-2 A-2
1X2
1X2
m
N
X
C N
A-2 X
X
2X3 N
2X3
1
2
6'-3"
me
6'-39'
C-1
A-2
CONCEALED FASTENERS ORATTACHMEM
ARE THE RESPONSINIX OFTHE
CONTRACT0110FRECORD
1 X1 PICKETS
(TYP)
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DATE DRAWN
08/18/17
SHEET NO:
A-1
ALUMINUM MEMBERSDMNSI`
1/6'x
HOLLOW SECTIONS
Yx Y EXTRUDED
ANGLE 6062 H-32 ALLOY EA{
2 x 2: 2" x 2" x 0.050"46"
2 x 3: 2" x 3" x 0.050"
2xa:z^xa"xo.oso^,'v
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®
=
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7/4'x3"CONCRETE �0,,
<
�'.°
..
-- "•
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i
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•
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i+wennconc uwi
:xxcxoq smesomwr
WOOD HEADER: / JSI
EXISTING /
••-••
O
x X x X.
r
mx-i.
SCREWS HEADER
2x3 Snap: 2"%3"x0.050"
FROM
EXTERIOR
@72'O.C.00D
/
2"x 4^x0.045"
SLABlFOOTING .n
OF COLUMN TO
ICI
SEE PLAN
OUTSIDE EDGE OF SLAB
- - PROFE
SIONAL SEAL
SELF MATING (SMB)
SE FMA
SIDE VIEW
2x4SMB: 2^x4"x0.044"x0.100"
2 x 5 SMB: 2" %5" x 0.050" x 0.100"
(1)11V D W THRU BOLT w/ NYLOCK
2 x6 SMB: 2"x6"x 0.050"x 0. 120"
JAM NUT- IN LIEU OF NYLOCK JAM
1
2 x 7 SMB: 2" x 7" x 0.05T' x 0.120"
(i) 318" DIA CONCRETE
NUT, JAM NUT wl THREADLOCKER
MAYBE USED
— — _ — _ _re
O
2x8SMB: 2"x8"x O.072"x0.124"
SCREWANCHORS I
TIGHTEN TO CONTACT -DO NOT
--- -- -- -- - -- ---- --�
0
W
2 x 9 SMB: 2^ x 9" x 0.072^ x 0.124"
(21/4° CONC. EMBED) i
OVERTIGHTEN
(,;)
ui a
2x 10 SMB: 2"x10"x0.092"x0.398"
I
LOW
7"x2"HOLLOW
SECTON i
K
Q
M NEAUM FASTENER EDGE DISTANCE: 12"
MINDAUM FASTENER SPACING: 314"
- — -
— —
—
WOOD:
�"
Q
Q Z
QQ c
„e+
-e.4
#10z3"WOOD SCREWS
K
CONCRETE SCREW ANCHOR:
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a; :
". 1"x T EASE PLATE ANCHORED TO
@7YO.C.
W
Lu
Of
2= NN
SEviPSON TI'IEN HD OR EQUIVALENT
se ,.
CONC W/1/4°CONCRETE SCREW
a 17 ANCHOR (MIN. I IW EMBED)
1f4"OIAx3°CONCRETE
Z
6=
W'W^
SHEET METAL SCREWS ISMS):
-
SLAB/FOOTING "' . e
e�-�F9e 6"MAX EACH SIDE OF POSTAND
SCREW ANCHOR@24"O.C.
CrJ
>6 p(�
HW / BUE.DEX OR EQUIVALENT
SEE PLAN
24"O.C. MAX
1°x2"HOLLOW _
W
wu 2Ij
FRONT VIEW
SECTION
LL H'• LL
EXISTING HOST
B "x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
B'l 1X2 TO HEADER DETAIL
Z Cl
.
A-Z SCALE: NTS
A-Z SCALE: NTS
J
N
F- Zoe
Tf'L,tr - PUNS AND Qllx �'( �r�SFU 4'a'@R;{
<
AREeUWC-0TT0ANYC0I3�iCCTl�P-(^a
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=
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vZ�<rvr
Z VT o3nc �
INSPECTORS THAT
VIAYJSE
I 2"x SMB UPRIGHT
NECCJSI'�R iN O1�iL�2Yi I J
VI Lu e,
OPTION 1:
211T x WIDTH
I i
Cv-"df'R WITH ALL APP U,,„4LnLE CoD,L3,
+ 12' z UPRIGHT DEPTH-72')
UPRIGHT DEPTH
ALUM BACKING PLATE
I I OPTION 2.'
WOOD HEADER:
W/ (4) #70 x 1 72° SMS
2" x O.062' ALUM RECEMNG
I
(1)3/6°x 3°LAG SCREW INTO HEADER
- INTOSCREWBOSSES
CHANNEL W/(4)#10x 3/4°
CONCREIEHEADER
I SMS INTO GIRTB(4)
(1)3/6'DIAz3"CONCRETE SCREW
2"xYOR 2"z3"
#10 x 3/4° INTO UPRIGHT
WOOD:
ANCHOR INTO HEADER
MEMBER
I
I #70x3"WOOD SCREWS, 6'
>
=—=
FROMGIRTB@1YO.C.
f%I 0D
-- --
- _-
CONC:
1!4°DIA x 3- CONCRETE
to
LLI ZQQ
SCREWANCHOK6' ...
W ..
_
EXISTING
I I spaced to I j spaced to
spaced to I +
I I
I FROM GIRT 8®24"O.C.
Q UO =
I
HEADER I
prevent prevent
1
prevent
(4) #10 x t 72' INTO
SCREW BOSS
Q W= U
/4°sphere
pass Nre of pass 0vu at
4" sphere
I
Pass Ow of
4" sphere
I SEE BSERIES 1 I
— — — —
``, W H- LLQl
�/ O co Do
LLI W U) W
_ — — _ — —
— -- — - -- — — -- - — _
TxYHOLLOW
7"x 2" W!#10z2"SMS-6"
I
I I
FOR UPRIGHT
I CONNECTION I'
1 ---=
Obi
O F- O F- In V
Z
SECTION
m m Z
MAX EACH SIDE OF POST
— _ — — _ _
— — _
n• l'- ' LL
AND 24" O.C. MAX
2" x HOLLOW
SECTION GIRT
OF
cONC SLAB
DRAWN BY
2° x Y x 0.12SALUM ANGLE W!
1
TP _
(4)#14 x 3/4"SMS INTO UPRIGHT
--- --
2'x Yx 1116"NEOPRENE
DATE DRAWN
- -
PAD SHIM@EACH
1°xY
Yx UPRIGHT
'
7' x 1"x 0.04G PICKET
FASTENER LOCATION
O8I18I17
AT4"O.C. MAX INTERNALLY
SCREWED TO TOP CHAIR RAIL B
1- X2- BASE PLATE ANCHORED TO
REVISION '
-
BOTTOM I"xYW/(2)#10x7
CONICW/1/4'CONCRETE SCREW
1 -
ANCHOR (MIN. 11W EMBED)
6° MAX EACH SIDE OF POSTANO
_
24° O.C. MAX
B-2
POST TO HEADER DETAIL
C+
c-1 1X2 TO HOST STRUCTURE DETAIL
A-Z
SCALE: NTS
CREEN ENCLOSURE RAILING DETAIL
SCALE: NTS
/A-2
SHEETNO:
A-2
SCALE: NIS
A-2
��,
1 :4:1^
CONTRACTOR: JENSEN BEACH AI; . ' ",QUM
DESIGN CRITERIA:
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Stnu.1mes, Part 1-A of the Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5, Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region& Basic Wind Speed,
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT =150 MPH.
VASD = 116 MPR
3. Exposure Category, Paragraph 1609.4.3: Exposure D
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1- 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.E 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
RwfTvpe
1. Roof Type: EXISTING
2. Roof Material: EXISTING
Speclikations
The following specifications are applicable to this project:
1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any
other applicable local codes and regulations.
2. Aluminum extnvsions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer
substitution is acceptable without the speck 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 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 semen 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
I Aggregates - Large Aggregate 3/4" max -ASTM C 33
iil Airentiaining+/-l%-ASTMC260
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 than5 Water added after
barching is not permitted
d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice,
Parts }, 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 sball be placed over a polyethylene vapor barrier.
b.—All aluminum components embedded within concrete shall be coated with a bituminous
paint or epoxy.
T 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 SPED.^-'.'TD EXPOSURE HAVE
BEEN DETI NED USING THE ADVANCED
TECHNOLG(:. COUNCIL'S WEBSITE
AND GOGGLE EARTH.
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