HomeMy WebLinkAboutBuilding Plans2�I�--o20
i
rArr-rhitectural Specification
- _...-- -
eral Scope of Work:
MATERIALS AND METHODS OF CONSTRUCTIONS SHALL CONFORM TO THE REQUIREMENTS IN
ST LUCIE COUNTY, FLORIDA, WITH THE 101 FBC 6TH ED201-1
SCOPE OF WORK INCLUDES:
a) REMOVE ALL ROTTED WOOD SUPPORT BEAMS, WHICH INCLUDE 5 THE WOOD BALCONY AND REMOVE
ELECTRIC FAN OUT OF THE WAY UNTIL REPLACED DECK 15 COMPLETED.
REPLACE AND REBUILD WOOD DECK, AND ADD (3) EXTERIOR FAN
PAINT AND REFINISH TO MATCH EXISTING FIN15H OWNERS CHOICE
WOOD
1. PLYWOOD: APA EXP-1, COX. ROOF SHEATHING SELF ADHESIVE WATERPROOF ROLL: 5/4" PLYWOOD
2. LUMBER: FURRING & BLOCKING: DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE, NO.2 OR BETTER, MAX. MOISTURE
CONTENT. USE PRE55URE TREATED WHERE NOTED AND OR REQUIRED AND IDENTIFIED PER FB62303.1.b.1.
3. FRAMING ANCHORS: SIMPSON GALVANIZED, WALL NAILS, 5CREWSAS SCHEDULED,
4. ANCHOR ADHESIVE: 51MP50N AT ACRYLIC -TIE, 2 COMPONENT, CAT. PA. b9
5. ALL FASTENERS AND CONNECTORS SHALL BE IN ACCORDANCE WITH SECTION R31.3 AND INSTALLED PER THE
MANUFACTURER. ALL NAILS SHALL BE HELICAL OR ANNULAR AND IN ACCORDANCE WITH ASTM F 1667. BOLTS AND 5CREWS
SHALL BE IN ACCORDANCE WITH A551/A5ME 51b.6 AND INSTALLED IN ACCORDANCE WITH AF&FA/NOS.
6. FLASHING SHALL BE CORROSION - RESISTANCE METAL OF MIN, NOMINAL 0.019 INCH THICKNESS OR APPROVED
NON-METALLIC MATERIAL
7. WOOD / PLASTIC COMPOSITES SHALL BEARA LABEL INDICATING THE REGURIED PERFORMANCE LEVELS AND
DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF ASTM D 7032 AND SHALL BE INSTALLED FER MANUFACTURER.
RECEIVED
ovr n a nmp
,ant
permittingpepa ntY
5t. Lucie
Existing House Wall Stud
PRE -FAH HANDRAILS
PICKETED SIZE PVC
INTERLOCKING
NAPLES 3FT. H X OFT. W
WHITE VINYL RAILING
MODEL • CWR- 6-E8
6"X6"
PT COLUMN
(2) PLACES
EXISTING
WOOD DECK
EXISTING
GROUND
6" x 6" PT POST
WITH SIMPSON STRONG TIE 2'
POST BASE A5U66 OR EQUAL
BEAM -TO-POST CONNECTIONS
SIMPSON STRONG TIE PC6Z
OR EQUAL
(2) PLACES j
f=fRODF105ED I
561fk 111
LEG
Cp �
f9
I /d
SIMPSON-STRONG-TIE OR
EQUAL JOIST HANGER
HUS210-4 QUADRUPLE 2XIC
CONCEALED FLANGE HEAVY
FACE MOUNT HANGER-GS0
GALVANIZED
W/SIMPSON I6D5HDG-R i6d X
3-1/2" (2) PLACES
HT CTI' X' TI
Accuf l ndCanr°v°ete Vesfqn
DESIGN STATEMENT:
THI5 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD
INDIVIDUAL DESIGN DRAWINGS SHOW SPECIAL LOADING CONDITIONS:
DESIGN PARAMETER:
107 FLORIDA BUILDING CODE, 6th EDITION 2017
BUILDING DESIGN:
FRAMED COMP051TE DECK
ULTIMATE WIND SPEED:
150 MPH'3SECOND GUST
DESIGN CODE: F5C2014/TP12007
WIND CODE: ASCE 7-10 {ALL HEIGHT}
WIND SPEED: 160 MPH
ROOF LOAD: 40.0 PSF
FLOOR LOAD: N/A PSF
RISK CATEGORY:
II
INTERNAL PRESSURE COEFFICIENT:
+/- 0.1b
BUILDING MEAN HEIGHT:
N/A
ROOF OVERHANG:
N/A
ROOF PITCH:
N/A
CONSTRUCTION
1 _
AREA TABULATIONS
REBUILD ROTTED DECK AREA: 1bbSG. FT.
TOTAL: 16b 50. FT,
tl REFERENCE SYMBOLS
2X FRAME WALL
2X FRAME WALL WITH INSULATION
2X BEARING WALL WITH STUDS AT 16"O.C.
CONCRETE BLOCK WALL
BRICK VENEER
D01 DOOR NUMBER
w1 WINDOW NUMBER
Rol REMODELING NUMBER
DETAIL NUMBER BUILDING SECTION TAG
SHEET NUMBER:::4
DETAIL NUMBE
SHEET NUMBER a DETAIL KEY MC MEDICINE CABINET
ELEVATION D INTERIOR ELEVATION KEY
NUMBER VIEW
ORIENTATION
Joseph
Simmons, III P
Digitally signed by
Joseph Simmons, III RE
Dates 2020.12.03
01:17:55-05'00'
is �ievce �1 M8�- �p
INDEX OF DRAWINGS
A PROJECT INDEX INFORMATION, PROD,APPROV
A-2 DECK DEMOLISIONREBUILT DECK
A-3 DETAILSINSTALLATION
A-4 DECK DETAILS ' ` O
S-1 SITE • LOCATION OF PROJECT
COM UNITY-
I
OWNERS:
Jahn Paul Edgar
5512 Pine Tree Drive
Fort Pierce, Florida
OWNER REVIEW ACKNOWLEDGEMENT
OWNER'S SIGNATURE UATF
OWNER'S SIGNATURE DATE
NOTE WHEN PLANS ARE PRINTED ON 11'k 1T"
SHEETS, EVERYTHING IS REDUCED BY 50%. (e,g.
1/4" SCALE BECOMES 1/8'' SCALE.
SQUAREFOOTAGE
SECOND FLOOD DECK 168 SQ.FT
TOTAL RENOVATED DECK 168 SQ.FT
PRODUCT APPROVAL
WIND SPEED 150ult or 116 a d mph (T-R301.2.13)
r0 uC
(psi)
Design
PAR T
Product
Model #
Manufacturer
Glass Description
Size, Spacing Embedment
(Fyb)
Pressure
s
x nails may be used where
0.148" x 3" nails are specified with no
1
SIMPSON HUS210-4
HUS210-4
SIMPSON STRONG -TIE 2151
SOUTH AIRPORT DRIVE
N/A
reduction in load. Where 0.162" x 3 1/2"
NIA
N/A
CONCEALED. FLANGE
FL# 10531-11
McKINNEY, TX 75069
nails are specified, 0.148" X-3" or 0.148" x.
3 1 /4" nails may be used at 0.85 of the
ns a on:
ABA ABU - for pre -pour installed anchors. For
Simpson Strong -Tie epoxy or mechanical anchors,
SIMPSON ABU66 POST
ABU66
SIMPSON STRONG -TIE 2151
select and install in accordance with
90,000
2
MOUNT
FL# 10860.2
SOUTH AIRPORT DRIVE
N/A
www.strongtie.com.
90,000
NIA
McKINNEY, TX 75069
o Products require washers between the nut and the
base. Washers are supplied with the ABU but not
the ABA, which requires a standard cut washer.
PCZ/EPCZ post caps are designed with
their post and beam flanges, in -line so that
one PCZ/EPCZ model can, accommodate
SIMPSON STRONG -TIE 2151
Several post sizes. The PCZ/EPCZ uses
3
SIMPSONPC6Z
PC6Z
SOUTH AIRPORT DRIVE
N/A
0.148" x 3" nails. An alternate choice of
N/A
N/A
FL#10860.28
McKINNEY, TX 75069
fastener is the #9 x 1 112" Strong -Drive®
SD Connector screw. ZMAX®finish is
standard to meet exposure conditions in
many environments.
0.148" x 3 1/4" nails may be used where
0.148"x 3" nails are specified with no
4
SIMPSON HUS210-2
HUS210-2
SIMPSON STRONG -TIE 2151
SOUTH AIRPORT DRIVE
N/A
reduction In load. Where 0.162" x 3 1/2"
N/A
NIA
FLANGE
FL# 10655.11
McKINNEY, TX 75069
nails are specified, 0.148" x 3" or 0.148" x
3 1 /4" nails may be used at 0.85 of the
table load.
5
WEATHERABLES
CWR-R36-E8
HOME DEPOT
WEATHERABLES
N/A
N/A
N/A
VINYL RAILING
O RT
Cut the membrane into 10-15 ft (3-5 ml)
engths and re -roll loosely. Peel back 1-2 ft
Bituthene
(300-600 mm) of
Waterproofing
HOME DEPOT
GCP APPLIED TECHNOLOGY
release liner, align the membrane, and
6
Membrane System
NOA#18-1109.01
62 WHITTMORE AVENUE
THICKNESS 40 MIL
continue t0 eel the release liner from the
N/A
N/A
SELF ADHEASIVE
CAMBRIDGE MA02140
membrane. Press the
WATERPROOF ROLL
"membrane in place with heavy hand
pressure.
SIM 6111.
.. M A'
ve� \LENS •
z� No.52101
0 STATE OF
'*"LOR%VP• • \��
YONAL
This item has been electronically
signed and sealed by Joseph
Simmons, on the date/time stamp
shown using a digital signature.
Printed copies of this document
are not considered signed and
sealed and the signature must be
verified on any electronic copies.
Joseph Simmons P.E.
Date:
ENGINEER OF RECORD:
5 101
A(,r"'UBLEND CONCRETE DESIGN
Port St Lucie FI 34953
TRUSSES: N/A
DRAWN BY: GG
DATE: 9/16/2019
ENGINEER :Joseph Simmons P.E.
DATE: 10/06/2020
ENGINEER #: 52101''
REVISED:
REVISED:
SHEET NO.
A -
CODE COMPLIAhI
ST. LUCIE COU ' +� k: U00101'
BOCC
EXISTING FLOOR BEAM
EXISTING FLOOR BEAM —
EXISTING FLOOR BEAM
I
I I
I
CONNECT NEW EXTERIOR
I
I
I I
I I
I
FANS TO EXISTING POWER
i
1
i'
INSTALL SIMPSON HUS210-2
j
i
I
_�,�,�
jl I
i I
SIMPSON-STRONG-TIE OR EQUAL
i
I
it
I
j I
DOUBLE 2 X 10 FACE MOUNT
11 I
SECOND
I I
JOIST HANGER
I
I
I
li
I
SECOND
I
I
HANGER - G90 GALVANIZED
I
FLOOR
I
I
I EXISTING FAN UNDER FIRST
HUS210-4 QUADRUPLE 2X10
I
I
FLOOR
I
I JOIST HANGER OR EQUAL
j
I
I
I
I
BONUS ROOMI
I I I
I FLOOR DECK TO BE MOVED
CONCEALED FLANGE HEAVY FACE
I
I,
I
BONUS ROOM
I I
I
I NAILED W/SIMPSON
I
I
I
I
I
I AND PLACE UNDER NEW
MOUNT H R-G90 GALVANIZED
I
EXISTINGx
I
I
I I6D5HDG-R 16d X 3-1/2 11
J
I.
EwIND 1
EXISTING
E�CISTING
DECK
i
W/SIMPSON 16D DG-R 16d X 3-I/2
j
i
W
I
1 NAIL C18J PLACES
W
SLIDING DOOR
WI
I
(2) PLACES
I
0405
aoaos
SLIDING DOOR
WINDOW
TI
-
____ ---F;:z ----
L'LI
i
L
I
+
-
_---
-
- -
II
........
_
I
II
INSTALL 2X10
®
!
Mac-H
_
_
_ , _
_
_
_
_
I
EXISTING
LEDGER BOARD
I
I
I
I
F--
--
---
'
1
I WOOD'
DECK ON FIRST
WITH ln" BOLT OR
L SCREWS
S4C'DOUBLE
I -
wv
-5"
6'.0°
`
ro°_011
1
-
I
_I
CUT AND MOVE � ,_E
I
-
-
-
-
-
-
- -
I
FLOOR
ROTTED
xlO
i�
_ 6
1.\FLO
_
_
_
_
T _
_
_
_
I
I
?
EXISTINGProducts
BE
manufactured from Type
16L stainless steel, and
----------
---`--{-----
L—
JWOOD
DECK ON FIRST_
(4 PLACES)
_L
_
_
_
_
i_
_
_
_
_
provide' greater durability against c
rroslon.
,
FLOORStainless=steel
nails are required w
h stainless -steel I
products, and are available from S
pson Strong -Tie. HighL--------
_
---------oe
REMOVE COMPLETEEXISTING
2X8 WOOD
DECKDECK
16,"
i i
i i i
i i
i iFRAME
STRUCTURE AND
EXISTING FAN, RE
E5"
LUS28SS LUS210-2SS For 2x
2x10 Joist
I_411 I®411
2-
11
INSTALL 2 X 10 QUADRUPLL
CONSTRUCT AS SH
YNO 0 DECK
6-SS10D to header, 4 - SS1
D to Joist INSTALL 2" X 1011
ro
-4"(4)
BEAM OVER THE
ON
JECOD FLOOR
QUADRUPEL(4) BEAM
20'-2"
OUTSIDE EDGE OF PORCH
OVER THE OUTSIDE
B,�O1LTED TOGETHER WITH
161-111 X,1-019
EDGE OF PORCH
1!L" SCREW BOLTS 161,
BOLTED TOGETHER"
PT POST
STAGGERD SPACING
N
WITH 1/2" SCREW
BOLTS I611 SPACING
WITH SIMPSON STRONG TIE
POST BASE A5U&6 OR
INSTALL t31 EXTERIORVT
AM -TO—POST ON CONNECTIONS
SCALE: 1/4"=I-O"
SIMPSON TIE PC6Z
UNDER THE NEW DECK
OR EQUAL
(2) PLACES
Ir •
JOIST SPACING
24" O.C.
JOIST SIZE
2x10
JOIST SPAN MAX.
13'-III
JOIST HANGER CAPACITY
JOIST SIZE
2AV
CAPACITY
i00 L
C
I_611 a-bu I_6" 1_211 1_611 1_6" I_bn I_bu +_bu
'11 2"
III11_/_III11
Ledger Board Fastener Spacing Schedule
Joist Span
Fastener Spacing, On Center
1/2"
Lag Bolt SDWS Timber Screws
Thru/Carriage bolts
3011
121
3611
2311
911
3611
loll
ill
11
34
10'-12'
1511
roll
2911
12'-14'
1311
511
2411
14'-I6'
1111
NA
2111
16'-18'
1011
NA
19"
Digitally signed
by Joseph
Simmons, III P.E
te:
Fh
r. u
.0
01:22:01-05'001
Simpson Strong -Tics
HUS210-4
1
ryl_A11
I
III
III
III
I,I
ll,
HA"DRAIJ
MOUNTED TO FRAMN
STRUCTURN
(2) PLACES
rr�• -
EXISTING FLOOR BEAM
\.
a
I II
I 1 II
SECOND
FLOOR
BONUS ROOM
EXISTI NIG f EXISTING
I UND W f SLIDING DOO
INSTALL 2 "X 10"
LEDGER =r. Rr
WITH 1/2" BOLT OR
1 I1�1
LAG SCREWS
111
1 III
PRE-FA5 HANDRAILS
-PICKETED
SIZE PVC
II III
- r
/ 1 III
APLES
NWHITE
l ll
AEI 11�
VINYL RAILING
IIIi�
rr - -
'1
��1 1nri�
INSTALL 2" X ii
QUADIRUPEL(4)15EAM_�'...
OVER THE OUTSIDE
EDGE r
-.r
!r ■
WITH 1/2" SCREW
BOLTSGETHER
PT POST
WITH SIMFw50N STRONG
POST BASE A5Urp& OR EQUAL
-TO-POST CONNECTIONS
PICKETED SIZE PVC
STRONGBEAM
SIMPSON -
INTERLOCKING
OR EQUAL
A-
(2) PLACES
WHITE VINYL RAILING
OD
SIMPSONINSTALL /,
HANGERDOUBLE 2 X 10 FACE MOUNT
i GALVANIZED
JOIST - OR EQUAL
NAILEDW/SIMPSON
NAIL (10 PLACES)
r .1
. _.
PICKETE
IZE
INTERLOCKING
4` -
♦I - -
^- - MODEL
11II
AI� 1
EXISTING
WOOD DECK ON FIRST
FLOOR
---------------------
r
PLYWOODCONCRETE FOOTING
(2) PLACES
ANGLED
SLEEPERS
ON OP WIT44
I"x&"x 16'COMPOSITE SELF ADHEASIVE SEALER
DECKING cr.-r
(HOMEDEPOT)
(DockingDirection- APPLIED
Change) SELF r ROOFING
■
. -.
Date:
ENGINEER OF RECORD:
52101
COMMUNITY:
ED
OWNERS
John Paul Edgar
SS12 Pine Tree Drive
Fort Pierce, Florida
R REVIEW ACKNOWLEDGEMENT
OWNER'S SIGNATURE DATE
OWNER'S SIGNATURE DATE
ABI RESERVES THE RIGHT TO
CONTINUALLY MAKE MINOR I TS
TO OUR PLANS AND 6MCIFICATI 6
�
.. MMDvie,
No.52101 may%
'0 4-
" 0 STATE OF • �441�
''%y`s'ONAL w .•
This item has been electronically
signed and sealed by Joseph
Simmons, on the date/time stamp
shown using a digital signature.
Printed copies of this document
are not considered signed and
seated and the signature must be
verified on any electronic copies.
REVISIONS II
a
.Ili •.•� r
�,.;.
nTOTAL�<
1062020
i r
L 0
a
r _
SHEET NO.
A-2
LAST PLOT
n
1 Y2" minimum from top of ledger and band joist
4'° to 5'° L On -center spacing
from end of of SDS wood screws
ledger per designer
� `11• r r l
11Y2 minimum from
bottom of ledger
and band joist
Size (in.)
Model No.
Thread gth
(in.)
1/a1" x 1/2""
SDS25312
21/4
1/a' x 5"
SDS25500
23/4
HANCsER.S
• - •- -i•- 11 • 1
s�s
3" minimum
row spacing
Installation:
• Install Simpson
Strong -Tie SDS wood screws
with a f'° hex head driver.
• SDS screws install best
with a low speed l" drill.
.� l► # .� _ILI
BMW
RIM JOIST
SEGOND
FLOOR
BONUS ROOM
r
+ ♦ NMI ri
+ — ♦fill
♦ w +i ri �i ii a
Thank you for choosing a Weatherables! We are proud to provide the highest quality vinyl fencing
and railing available and are fully committed to providing you with superior service from the very
first time we work together to long after we've delivered your product. This guide is designed the
walk you through the installation of your new deck board railing. If you have any questions, please
give us a call at 1-888-743-3673 and welcome to Weatherables.
Below are supplemental installation instructions for Weatherables Deck Board Railing. Please read
the Premium Straight and Stair Installation guides before installing.
Please note the deck board is not included. You'll want to match to your existing deck board.
1. CHOOSE YOUR INSTALLATION METHOD
Post r The Post
tDeckboard
Rail Post
Post to Post
Step 1 Install all of your railing sections
folllowing the directions provided
in the Premium Straight Railing
Installation Guide.
NOTE:
Be sure to leave at least 3" from the
top of the top rail to the top of the
post, to ensure the deck board and the
post cap fit correctly.
I Deckboard I
Over The Post
Step 1 Follow the Premium Straight Railing
Installation Guide through Section 4
Step 6.
Step 2 The 2" x 3.5" bracket covers are 2
pieces - the longer piece is the top
and is marked "2" x 3.5" Top". Put the
top cover only on top of the rail and
hold at correct elevation - next make a
pencil mark on the post, from the top
of the cover to get the elevation to cut
the post.
Step 3 Now it is time to cut the post at the
pencil line.
Step 4 Go to step number 7 in the Premium
Straight Railing Installation Guide.
NOTE:
Deck board top rails should be installed after all railing is installed.
. JOINTS
Step 1 Use the 22.50 scarf joints when connecting deck
together.
Step 2 Use milter joints at corners.
Step 3 If the Deck Board end of run is not visible, it can be
left exposed. If it is visible, terminate the run with
a short mitered piece. We recommend the short
piece be fastened with glue and a trim head screw,
but make sure you pre -drill the cap rail to prevent
splitting.
NOTE: Joints should be sealed with caulk or glue per deck
board manufacturers specifications.
450 Degree Adapter
1. The 45' adapter is used in conjuction with the existing straight brackets (height is the same).
2. We recommend dry fitting with the adapters to set the elevation. Then follow the Premium
Straight Railing Installation Guide.
Field Cut Angle Bracket
The maximum cut angle for the 4" x 4" posts can be cut no greater than 220.
NOTE: Use miter joints at corners; joints should be sealed with caulk or glue per deck
manufacturer's specifications if installing using the "Over the Post" method.
2. INSTALLING THE DECK CLIPS
Now that your railing is installed, it's time to install the deck board clips.
Install 2 of the deck
clips about 2" from
each post by placing
a screw in each of the
2 middle holes on the
deck clip. Then install
the other 2 deck clips
equal distances apart.
Insert a screw up through
each of the 2 outer holes on
the deck board clip securing
the deck board into place.
#10 x 2" screws
#10 x 75" screws
PLANS EXAMINER REVIEW INCOMPLETE Joseph Fersch 11/6/2020
11 /6/2020
Comment: ARCHITECTURE SPEC. #1 REQUIREMENTS FOR CITY OF FORT PIERCE.
PROJECT IS LOCATED IN ST LUCIE COUNTY. REVIEW AND CORRECT PURSUANT TO 107
FBC 6TH ED 2017
RESPONSE: CORRECTED COMMENTS IN REFERENCE TO THE PROJECT LOCATION.
11 /6/2020
Comment: DESIGN STATEMENT+BUILDING DESIGN IS OPEN FRAMED DECK. PLANS
INDICATE ENCLOSED DECK. REVIEW AND CORRECT PURSUANT TO 107 FBC 6TH ED 2017
RESPONSE: REVISE PLANS TO MATCH DESIGN STATEMENT, PROJECT IS AN OPEN
FRAMED DECK, AND CORRECT PURSUANT TO 107 FBC 6TH ED 2017.
11 /6/2020
Comment: IDENTIFY THE SIZE AND MATERIAL FOR THE FASTENERS FOR LEDGER
PURSUANT TO 107.2.1 FBC 6TH ED 2017
RESPONSE: ADD ADDITIONAL DETAIL SHOWING THE SIZE AND MATERIAL FOR LEDGER &
FASTENERS
1116/2020 Comment: PROVIDE DETAIL FOR THE DECKING 107.2.1 FBC 6TH ED 2017
RESPONSE: ADD ADDITIONAL DETAIL FOR THE DECKING.
11 /6/2020
Comment: PROVIDE DETAIL FOR THE HANDRAILING AND DECKING IF A COMPOSITE
MATERIAL SHOWING
COMPLIANCE WITH SECTIONS 507.0-507.3.2 FBC 6TH ED 2017
RESPONSE: ADD INSTRUCTION AND DETAILS FOR THE INSTALLATION OF THE
COMPOSITE HANDRAIL AND DECKING. SEE SHEET A-3
11 /6/2020
Comment: THE NOA FOR THE SELF ADHESIVE WATERPROOFING IS NO LONGER VALID.
PROVIDE A CURRENT NOA
107 FBC 6TH ED 2017
RESPONSE: ADDED REVISED NCA TO THE CURRENT VALID NUMBER,
11/6/2020 Comment: PROVIDE DETAILS FOR ELECTRICAL WORK TO BE COMPLETED. 107
FBC 107 FBC 6TH ED 2017
RESPONSE: THE ELECTRICAL WIRES FOR THE EXISTING FAN ARE EXISTING,
IT WAS ONLY DI SCONNECT TO REMOVE THE OLD DECK, AND RE -ATTACH TO THE NEW
DECK. NO ADDITIONAL WIRING WAS ADDED, SEE SHEET A-4 FOR ELECTRICAL LAYOUT
Joseph
S0IMMO
s, III POE
Digitally signed
by Joseph
Simmons, III RE
Date: 2020.12.03
01:22:44-051001
Joseph Simmons P.E.
52101
Q ........ M0
n �
No.52101 —_
�-P0 •. STATE OF
%•'•.iOR1DP.•'• �%
i� . •• ..... 0
',sZONAL ti�.•
This item has been electronically
signed and sealed by Joseph
Simmons, on the date/time stamp
shown using a digital signature.
Printed copies of this document
are not considered signed and
sealed and the signature must be
verified on any electronic copies.
•ou �� `ii �� �i�i n i i
AILAE.Up.mi:. ..,
♦ ;: s Wit LIM . a-1 -
�3
LAST PLOT
DATE:II/2'5/2020 PILE:0
FILE Cop"
Installation Tips:
1. A miter saw with high tooth count carbide blade can be used' to cut the vinyl and
aluminum at the same time. Cut
slowly and use all safety
precautions.
2. Before installing the rails, ensure the
aluminum is seated into the vinyl
rail properly. The large opening of
the H-Channel should be towards
the picket holes.
3. The bracket kits include two different
size screws. The 1-1 /2 in. screws are
used to install the mounting bracket
to the post. The 1 in. screws are
used to attach the rail to the
mounting bracket.
4. If you are using an optional post
mount, use the 1 in. screws that
come with the post mounting
hardware to install the black Picket`
mounting brackets.
5. If your installation requires that the rails be out, be sure to double check all
measurements before cutting.
6. Do not overtighten the screws. When using a vinyl sleeve or vinyl wrap, there will
be a small gap between the wood and vinyl. If you over tighten the screws, the
vinyl will not be a flat surface and gaps may appear between the post and bracket.
7. The foot block provided is 8 in. long and can be cut down to suit your installation.
These instructions are designed to be supplemental; review all instructions with the
brackets before starting installation.
1. Level and plumb posts and install optional post skirt before installing railing sections.
It's important that the post skirts are in place prior to installing the railing sections.
Since they are one piece they cannot be added after the railing is installed.
2. Measure the distance between posts to determine the width of your rails.
CkfT LIMES
3. If cutting down the rails, subtract an equal amount from each end. This will keep the
pickets centered.
Example: If you have a 72" railing section and the space between the posts is 68", you
will want to place a cut mark 2" from each end of the rail.
4. If the cut mark is on a picket hole, adjust the position of your cut lines accordingly.
5. Mark both the top and bottom rails to the same length and confirm that the picket holes
line up before cutting the rail
6. Cut the vinyl rails and the aluminum inserts to the same length. Be sure to cut slowly
and use all safety precautions
1 Determine the distance betweenthe deck and the bottom
rail. This is typically 2", which allows the finished rail
height to be 36" for 36" tall railing and 42" to be 42" for
our 42" tail railing.
2. Cut the foot block to size by adding 3-3/8" to the distance
between the deck and the bottom rail.
Example: If the distance between the deck and the bottom
rail is 2", your foot block would be cut to 5-3/8".
3. Insertthe foot block into the routed hole on the bottom rail
AIL DETAIL
a
INSTALL 2"X 10" LEDGER BOARD
WITH 1/2" BOLT OR LAG SCREWS
6" x 6" PT POST
WITH SIMPSON STRONG TIE
POST BASE A51.166 OR EQUAL
BEAM -TO-POST CONNECTIONS SIMPSON
STRONG TIE PC&Z
(°PLACES DETAIL
Joseph
S''mm,on.s,,III POE
D 2 5 0,12,03
3:55-05'00'
1"xb"x IV COMPOSITE
DECKING BOARD
(H DEPOT)
(Decking Board Direction may Change)
CxCP APPLIED TECHNOLOGIES
SELF ADHEASIVE ROOFING
UNDERLAYMENT WATER SHIELD
MODEL'" 5003002 (HOME DEPOT)
(2) LAYERS OF 3/4"
PLYWOOD NAILED WITH 10d
NAILS ON TOP OF FLOOR
JOIST WITH, SELF ADHESIVE
SEALER ON TOP THEN
I11x6"xib" COMPOSITE
DECKING BOARD
Post Skirt:
Joseph Simmons P.E.
Dater
ENGINEER OF RECORD:
52101
`SIM 10."/"
`yV ISGEN3�c'•.; Y�f1 i
>;' No.52101
A
(� STATE OF :(/��
�� .!cCORIDP U,\g,
S TONAL ` •�•
This item has been electronically
signed and sealed by Joseph
Simmons, on the date/time stamp
shown using a digital signature.
Printed copies of this document
are not considered signed and
sealed and the signature must be
verified on any electronic copies.
COM UN I T`r'.
r
rn
Center Line
Ci
Howard Street
O
20
0
(Q.1
FEMA Flood
Zone data shown here on is ba
ed on the visual inspection of
:9
the digital Flood Hazardous Maps provided by
the Federal Emergency
Management
Agency (FEMA) and is limited to
their accuracy of such maps:
o
Flood Zone:
X Community : 120285, Panel :
277 `Suffix: K, Lute: 2.19.2020
0
G4C — Concrete Pad with Air Conditioning
_
xe
CBS Concrete Block
�
CUP — Corru
Conc gated Metal P'
opr — re a Pad with rool Equipment
FIR Found Iran Rod
nRC — Found 15 Iran Rod with Cop
!d with Cop IB17J57'
Gv — Water Gate volve
FIPC — Found 112' Iron Pipe with p
r
Nail with Disk
O Overhead Utility Line
FN — 19
PP — Power Pole
1121111
Y.. 1'.
FIRC
LEGAL DESCRIPTION
Lot 16 and 17, Block 8, INDIAN RIVER ESTATES UNIT ONE, according to the Plat thereof,
as recorded in Plot Book 10, Page 43, Public Records of 'St. Lucie County, Florida.
V,1
5
,k Simmons, III RE
on
ba.+ ,
S, III p _2020.12.03
.` 01:25:18-05'00'
v
4
Z
4,
10
FIR
Joseph Simmons P.E.
Date:
ENGINEER OF RECORD:
52101
OWNERS
John Paul Edgar
5512 Pine Tree Drive
Fort Pierce, Florida
REVIEW ACKNOWLEDGEMENT
OWNER'S SIGNATURE DATE
OWNER'S SIGNATURE DATE
A
AEI RESERVES THE RIGHT TO
CONTINUALLY MAKE MINOR IM T5
To OUR FLANS AND SPECIFICATIONS
1111J 1111//�
.`�``�:/Q • EIN(q",��•nJ/��
� No.52701 -_
�~0 ' "STATE OF
FCORIOP.•'G\��
�''ss!ONA�0���
This item has been electronically
signed and sealed by Joseph
Simmons, on the date/time stamp
shownusing a digital signature.
Printed copies of this document
are not considered signed and
sealed and the signature must be
Verified on any electronic copies.
"e
F1''1/i51 ONJ
,'AREA TAE3ULATION
OVERALL DIMENSIONS ARE TAKEN
FROM OUTSIDE OF WALLS, AND INTERIOR
DIMENSIONS ARE TAKEN FROM STUD OR
CONC. 5LOCK - NOT DRYWALL
14,62 /1 ♦ /1OEM
FEATR SERIES:
X
CSTRCT MGR.-
DR
BUILDER:
DR
DRAWN BY:
C
CHECKED BY:
GG
SHEET NO.
ff
LAST PLOT
DATE:10/6/2020
RLEI '