HomeMy WebLinkAboutPLANS63 -
-S--XO PP R----' 12 Sum Area By Label
ow 31 XOPR 386
XBSI 1416 R E C�,, i IE D
XBS2 610
DEC 15 2016
x8si 22 PL..;.u.-TING
19 (630) St. Lucia County, FL
26 Cc
ce- cs�
8
xopf� 21
(134) XB S2
XBSI L
9 12
21!8__ 2j-- ------------
8 XBSI 10
4 (276)
12 2 12 XOPR
(108)
ouAAED
BY
Aim ide Count,
I L
I
!k
CONTRACTOR: The Porch Facir 'LLC
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 Structures, Part I -A of the
Aluminum Design Manuel prepared by The Aluminum Association, Inc.
Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high
wind areas, 2010.
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:
3. VUT = 150 MPH VAm = 116 NTH
4. Exposure Category, Paragraph 1609.4.3: ExposurvC
5. Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category I - Screen Room: Non -Habitable, Unconditioned
RoofType
1. RoofType: EXISTING
2. Roof Material: EXISTING
Specifications
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 Suncoast Aluminum Engineering, LLC.
3. Smen 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 coated stainless steel series "300", or imcoated
stainless steel series "400".
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
or not� by one or more regulatory agency, the following specifications are
applicable:
a. Concrete sball conform to ASTM C94 for the following components:
I. Portland Cement Type I, ASTM C 150
ii. Aggregates - Large Aggregate 3147max - ASIM C 33
iii. Air entraining +/- 1% - ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clem 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, 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.
h. 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 S7---) AND EXPOSURE HAVE
iE—EN D MINED USING T19E ADVANCED
iTCHNVi,UGY COUNCEL'S WEBSIITE
AND GOOGLE EARTH.
EXISTING
2ND FLOOR BALCONY
REAR
1 25'-0"
THESE PLANSAND ALL PROPOSED V,
ARE SUMT TO ANY COMEC 11ONS"
REQUIRED BY FIELD INSP-ECToRS TjjAT
MAY BE NECESSA#y IN OjqDM M
COMPLY VRTIL 1 AiI;-A9PLJCMXE COVES.
I ON 0400m;0
1X2 1X2 1X2 IX2 1X2
N C� C�
X 0 0
X X X
X X X X
C-4 N C14 N
2X2 2X2 2X2 2X2 2X2
Go
L 5-2j- —L 5--2j- i 5--2j- —L 5g-2j" I— 5--2j- 1
NOTE
EXISTING RAILING TO REMAIN
EXISTING
2ND FLOOR BALCONY
FRONT
30'-0"
ft
..........
4u
0
Z
uj 12 0
Z
Wit
PROFESSIONALSEAL
RECEIVED
0
ul
U
U;
Lu
DEC 15 2016
u-
(D W
Z
0
9i <
PERMITTING
Lu
0
2.
St. Lucie County.. FL
LU
Z
Z
W Z
Z
06
t;
LU
BUILDING DIVISION
REVIEWED
FOR COMP��
REVIEWED BY
DATE I - erQ--71--
MUST BE KEPT ON Jdb OR
NO INSPECTION WILL BE MADE
1X2
LN
0
1X2
0
1 X2
0
�2
c�
0
IX2
0
1X2
X
-t
2X2
X
X
C-i
2X2
X
N
X
C-4
2X2
2X2
X
X
C4
2X2
X
X
C-4
2X2
I - X2
t
1 X2
I --1X2
1X2
11 1 X2
L
1
1
5--0-
—L
5--0-
5--0-
—L
5. —0.1
SCANNED
BY
3�dr- f7narltv
A-2
,W—
Z
AA
0
11H
in Lu
t�i
Ln of
LU a
cc a
0
0
W
0
a of
LLi Lu Lij a. o
0 z
0 _J
AG
11/21/16
SHEEr NO:
A-1
ALUAUNUM M[EMFRS DEMEN� jS
THESE PLAPIS AND ALL PROPOSED V�'
(1) lr�DIA THRU BOLT.INYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
ARE SUBJECT TO ANY C011REC-1900i�
I I
HOLLOW SECnONS
lirx2"xZ"EXTRUDED
NUT. JAM NUTWITHREADLOCKER
2 x 2: 2" x 2" x 0.046�
2 x 3: 2" x 3- x 0.050"
ANGLE 5052 H-32 ALLOY EA
SIDE
MAY BE USED
TIGHTEN TO CONTACT - DO NOT
-REQUIRED BY FIELD INSPECTORS THAT
2 x 4: 2- x 4" x 0.050"
OVERTIGHTEN
MAY BE NECE,"ANY IN OfIDM TO
2 x 5: 2" x 5- x 0.050"
CGIAM WITH ALL APPMABLE CCOES.
c t4
OPEN BACK SEMONS
:2 z
F- <
I x 2: 1- x 2" x 0.040"
Ix3: 1"x3"xO.045"
CONC HEADER�
U)
0 c
A
114"x 3' CONCRETE
SCREWANCHOR@24-O.C.
%
z
SN" SECTIONS
rpzp
2 x 2 Smp: 2" x 2" x 0.045�
—,,*
goDs EXISTING
CREWS
W ......
...........
2 x 3 Smp: 2" x 3- x 0.050"
SLAB I FOOTING
HEAD �ER
C
@ 12. D.C.
2 x 4 Smp: 2- x 4- x 0.045"
SEE PLAN
PR6Fb
SELF MATING (SNIZ)
SIDEVIEW
2x4SI,M: 2-x4�'x0.0"'x0.100"
c
2 x 5 SME: 2" x 5" x 0.050" x 0. 100'
E]
2x6SMB, 2"x6"xO.05O"xO.120':
2x7SMB: 2"xT'xO.057"xO.120"
(2) 31U'DLA. CONCRETE
0
ui
2x8SM13: Z"x8"xOD72"x0.I24'
SCREWANCHORS
—UPRIGHT
L)
Lu
2x9SI,M: 2-xPxO.072"xO.124'
(2114" CONC. EMBED)
Lu
c�
2xlOSM]3: Z"xI0"X0.092-X0.398"
2' HOLLOW7'
I OLLOW
2- H
CC
SECT10N
lul-
Z
NfINRAUM FASTENER EDGE DISTANCE: In"
I"xT BASEPLATE
WOOD'
0
w -� <
MINHAUM FASTENER SPACING: 3/4'
N
A CHOREDTOCONCW/lw
#10xa'WOODSC�REWS
cr
0.
2 =2
.CMR
�__CONCRETE SCREWANCHOR
@ C
@ 12"O.C.
Lu
Lu
2.
CONCRETE SCREW ANC11101b
(MIN. I 1W EMBED)
CONC:
C
z
z < Z
S11,1PSON TITEN HD OR EQUIVALENT
21WMINC..
6"MAX EACH SIDE OF POST
.0
114"DtAX3"CONCRETE
24!" D.C.
C
z z
SITEET MTAL SCREWS ISMS):
AND 24' D.C. MAX
SCREWAANCHOR @
0 d
ITW BUILDEX OR EQUIVALENT
2 . HOLLOW
l'x2"HOL
Lu
t; a! P
-,,/,
SECTIOIN:�X
SLAB/ FOOTING
EXISTING HOSI
SEE PLAN
FRONTVIEW
z
rB-_?\lX2 TO HEADER DETAIL
2
rB__�2"x 3" OR LARGER
UPRIGHT TO CONCRETE DETAIL
SCALE: NTS
�,
_J
J
�-2
�-2 SCAUENTS
Zt
It lizitw9:1VED
In
< LLJ p 91
0 w
nEc 15
2o,6
u
ow lu
z
5.
PER-MrrTING
St. LUCID COUnty� FL
WOOD HEADER
(1) W x W LAG SCREW INTO HEADER
WOOD
CONCRETE HEADER
0 x 3" WOOD SCREWS, T
x 3!�'CONCRETE SCREW
.(I) S CR N
HEADER
OPTION 2
FROM GIRT & @ 1Z' O.C-
ANCHOR INTO
H
0.04U'x 1 1� x r x I w
CONC�
LLJ
INTERNAL OR EXTERNAL
IW DIA. x 3" CONCRETE
w a
OPTION 1:
NEL:
SCREWANCHOR T
a 0
k31&'DtkL
Tx2"xlffALUMANGUE
Wt #10 W EACH SIDE
(3) #10 x 3W INTO
FROM GIRT & @ 24- D.C.
0
3:
(4) x
GIRT EACH FACE & (3)
u
(4) #10 x 1 lf2' INTO
Lil
0
EXISTIN G
EXISTING
#10 x 3/4' INTO UPRIGHT
I
SCREWBOSS
L)
0 Of
<
HEADER
Lu w w
LU
F-
0 z Of
I= 0 _J
1"XTHOLLOW
�\2
LV.2
CHAIR RAIL MEMBER-/
DRAWN BY
SECTION EACH SIDE OF POST
Lj i 2"x PATIO
7 x W
LLO
AND 24"O.C. MAX
EXTRUSION_—
SECTION GIRT
AG
x 0.125'ALUM ANGLE Wt
DATE DRAWN
- X2. x 314"SMS INTO UPRIGHT
(4)#14
1 'xT
11/21/16
REVISION
UPRIGHT
rc-_NX2 TO HOST STRUCTURE DETAIL
B-2 POST TO HEADER DETAIL
rc_,_,�GIRT TO POST DETAIL
\, �-2 SCALE: NTS
SHEETNO:
A-2 SCALE:NTS
D
�-2
SCALE NTS
A-2
CONTRACTOR.. The Porch Fac LLC
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 Structures, Part I -A of the
Aluminum Design Manual prepared by'fbe Aluminum Association, Inc.
Washington, D.C., 20 10 Edition and the Guide to Aluminum Construction in high
wind areas, 2010.
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:
3. VULT = 150 �MEPH VAST) = 116 NTH
4. Exposure Category, Paragraph 1609A.3: Exposure C
5. Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category I - Screva Room: Noti-Rabitable, Unconditioned
RoofType
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 5th Edition (2014) Florida Building Code,
and my 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 Simmast Aluminum Engineering, LLC.
3. Smen 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 coated stainless steel series "300", or =coated
stainless steel series "400".
5. All Self Mating Bearn. Sections = to be stitched with either #14 screws 6" from
=its and 24" center to center or #12 screws 611 from ends and 12" center to center.
6. Where concrete specifications are requirrA whether in the screen enclosum 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
UL Airentraining+/-I%-ASTMC260
iv.Water reducing agent - ASTM C 494
v. Clem Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
L Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM Al 85
c. Concrete slump at discharge chute not less than 3" ormore 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 airea for termites in
complimm with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrate shall be mated with a
bituminous paint or epoxy.
7. All flashing and weatherproofing sball be provided by the contractor.
S. 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 ) --:� AND EXPOSURE HAVE
BEENt RMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSrFE
AND GOOGLE EARTIL
EXISTING
2ND FLOOR BALCONY
REAR
26'-0*
X 0
1X2
0
1X2
0
1X2
IX2
2X2
X
2X2
2X2
X
X
2X2
2X2
L 5'-24n 1—
5'-24- 1—
5'-24- 1 5'-24-
1 5'-24- 1
NOTE., EXISTING
EXISTING RAILING TO REMAIN 2ND FLOOR BALCONY
�1 FRONT
C—')
1 3W-O"
0
04
1X2
0
1X2
0
1X2 —
0
C!
J 1X2
1X2
0
1X2
04
X
0
X
0
X
X
0
X
0
X
X
0
X
X
X
C4
2X2
2X2
CIS
C11
2X2
2X2
C-j
2X2
C-4
---LX2
1X2
1X2
1X2 JX2
IX2
IX2
L
i
1
1
5'-On
"-t
—L 5'-0"
5'-0*
-1 5'-0"
V/.
0.'41,
0
Z
Uj
L) 0
C; C
Z U) Ln
.......... C�
L PROFESSIONAL SEAL
0
U Lj
Lu CL
LL Lj
RECEIVED ` A z
0 cc
DEC 15 2o16 LLI 020 ck: M�
UJ 2. S
Z Z
Z Z
PERMITTING 3 W � 2
2�u 6 0 tj
St. Lucie County, FL Z t;
Lu
Z
U P
� - i I-
.j
SCANNED
BY Z
t; R H11
St. Lucie Countv t�.
< LLI "d'42
0 LLJ Rai m. Mm
L) Z Hf�5
Z 3
=) Z
4A LLJ V r
V)
0
W
0 0
Of
UJI WE W
Z2 a. M
M
0 a� �
W �M.�n
CL 2 V"O-i
01*U.U.
AG
DATE DRAM
REVISION
34F:�::::
SKEET NO:
A-1
ALUMDUJM NIMMEBERS DMN,;)
(1) 10 DUL THRU BOLTwl NYLOCK
HOLLOW SECTIONS
JAM NUT - IN LIEU OF NYLOCK JAM
2 x 2: 2- x 2" x 0.046"
IlrxTxZ"EXrRUDFD
ANGLE 5052 H-32 ALLOY EA
NUT, JAM NUTwITHREADLOCKER
MAY BE USED
2 x 3: 2- x 3" x 0.050-
SIDE
TIGHTEN TO CONTACT- DO NOT
2 x 4: 2" x 4" x 0.050"
OVEFMGHTEN
2 x 5: 2" x 5" x 0.050"
m
OPEN BACK SECTIONS
z
4(
I x 2: 1" x 2" x 0.040"
L)
I x 3: 1" x 3" x 0.045"
CONIC. HEADEk
U)
114-x3*GONCRETE
SCREW ANCHOR@ 24� O.C.
-7'
--fo
SNAP SECTIONS
2x2Smp: 2"x2"xO.045-
rom FE
D EXISTING
3=Z—OE REWS
#IDx3- DEC HEADER
2 x 3 Smp: 2"x 3" x 0.050"
SLAB i FOOTING
-w
@ 12. D.0
2 x 4 Snap: 2" x 4" x 0.045-
41: p
SEE PLAN
: . 4
7
PRO
41qpoL p
SELF MATING (SMB)
SIDEVIEW
2 x 4 SNM: 2"x4-xO.044"xO.IO0"
2 x 5 SMB: 2" x 5" x 0.050- x 0.100"
2x6SW: 2"x6"xO.050"xO.12O"
2x7SI,M: 2"x7-xO.057"x0,120"
2x8SNM: 2"xS-xOO72"xO.I24"
(2) 3M- DIA. CONCRETE
SCREWANCHORS
—UPRIGHT
Ld
2 x 9 Shffi: 2" x 9- x 0.072" x 0. 124"
2xlOSMB: 2'*xIO"xO.O92"xO.398"
(2 1/4' CONC. EMBED)
I'x T HOLLOWj—
L)
ULl
ILI
c�
SECTION
Z§
MINUAUM FASTENER EDGE DISTANCE: 1/2"
I"x2"BASEPLAIE
WOOD'
0
< ZE
NIINEAUM FASTENER SPACING: 3/4"
f ANCHORED TO CONIC W/ IW
#10 x 3"WOOD SCREWS_,,,,"
cc
0
CONCRETE SCREWANCHOR
@ ir D.C.
LLI
LLI
2
CONCRETE SCREW ANCHOR-
(MIN. 1 IW EMBED)
CONIC:
z
z z
z
SHAPSONTITEN HD OR EQUIVALENT
TMAX EACH SIDE OF POST
IWDAx3"CONCRETE
W.
SEIEET METAL SCREWS SMS):
AND 24"O.C. MAX
SCREWANCHOR@2lrO.C.
zz-
z
09
= x =
ITW BUILDEX OR EQUrVALENT
1
VxTHOLLOW:�/
LLI
Ed a!
4
SLAB I FOOTING
SEE PLAN
FRONTVIEW
z
KB-�lm TO HEADER DETAIL
u�
t B x 3" OR LARGER UPRIGHT TO CONCRETE DETAIL
SCALE: NTS
�,
SCALE: NTS
�-2
Zi
Z.8
2 E -
�Hl
LIJ
o Lu
Z Et2 PIZ
zD.�N�
r . �; F-- 1-- 2
:) Z Is
Lf) Lu :3
WOOD HEADER
(i) 3fir x TLAG SCREW INTO HEADER
KY—>
wo=
CONCRETE HEADER
M
�—�CONC-
010 x 7 WOOD SCREWS, 9-
III 31W DA x 3 N CR
(1) 31W Dlk. x 3"CONCRETE SCREW
ANCHOR ESER
ANCHOR INTO HEADER
OPTION 2
1
FROM GIRT & @ 17 O.C.
Ln fl�
0.04T x 1 1/8"x 2"x 1 1/8"
LU 0
INTERNAL OR EXTERNAL
T75-w X 3"CONGRETE
0
OPTION 1:
ALUM RECEIVING CHANNEL
SCREWANCHORT
0
W1(4) 010x W EACH SIDE
TX2-XlMALUMANGUE:�.
W1(3) #lOx3/4' INTO
1
FROM GIRT & @ 24- D.C.
GIRT EACH FACE & (3)
(4) 910 x 1 112"INTO
w
EXISTING
910 x 314" INTO UPRIGHT
KX>
SCREWBOSS
0
b
HEADER
-9
kX>
LLI LU m
z
'--V2'.
I"x2'HOLLOW_/
SECTION
Ll- 2E
CHAIR RAIL M
'00
DRAWN BY
ACH SIDE OF POST
r x PATIO
HOLLOW
KX>
AND 24"O.C. MAX
EXTRUSION
SECTI N GIRT
0
AG
2"x T 0.125� ALUM ANGLE W/
KX>
DATE DRAWN
(4) #14 XX 314r EMS INTO UPRIGHT
T`xZ'
11/21/16
REVISION
UPRIGHT
--"�GIRT
rc--iNX2 TO HOST STRUCTURE DETAIL
rB--2NOST TO HEADER DETAIL
TO POS
rc T DETAIL
�-2 SCALE NTS
SHEIT NO:
�-2 SCALE: UM
�A- �2
SCALE: NIS
A-2