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CURVE TABLE
CHORD
LENGTH
CHORD
BEARING
LENGTH
RADIUS
DELTA
C 1
20.76'
1186.02'
01 °00' 13"
20.76'
S41 °44'05"W
C2
18.15'
1036.02'
01000' 13"
18.15'
N41 °44'05"E
C3
235.01'
1036.02'
12059147/1
234.50'
S48044'06"W
LINE TABLE
BEARING
LENGTH
L1
S410 14' 00"W
81.85'
NEW 4" CONCRET SLAB
APPROX 790 SQFT
NEW 4" CONCRET SLAB
APPROX 515 SQFT
sF
�°40
70I
�L9.
PROJECT
DESIGN DATA
1/12/2021'
JURISDICTION
Saint Lucie County
CODE
FBC'20207th Edition
PROJECT NAME
DECK
PROJECT ADDRESS
374 SE Naranja Ave Port St. Lucie, FL 34983
ARCHITECT/ENGINEER
Paul Welch Inc'.
RISK CATEGORY
II
WIND SPEED ASCE 7-16 (3 Sec Gust)
era -
160 MPH
ASD
131 MPH
EXPOSURE ...mv
B
MEAN BUILDING HEIGHT'
"15'-0"
Property Identification
Site Address. 374 S NARANJA AVE
Use Type: 0100
Sec/Town/Range: 28/35S/40E
Account#: 42428. _
Parcel ID: 3419 530 0025-000-4.
Map I D: 34 28N
Jurisdiction: Saint Lucie County.
Zoning; RS 4 Count.
Ownership
Oswal Ortiz
Heidi Pabon
374 S Naranja AVE
Port St Lucie, FL 34983.
Legal Description
RIVER PARK UNIT 4. RLK 32 LOT '25(MAP 34/28N).
FBC2020 R
R311.7.8Handrails.
Handrails shall be provided on not less than one side of each flight with four or more risers.
R311.7.8.1Height.
Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish
surface of ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (9(
mm).
11312.1GUARDS.
GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH
R312.1.4.
R312.1.1-TWHERE REQUIRED.
GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING
SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE
THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW
AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY TO THE EDGE OF THE OPF
SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD.
11312.1.2HEIGHT.
REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHI
BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT
AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE
CONNECTING THE LEADING EDGES OF THE TREADS.
EXCEPTIONS;
LGUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34
INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING
EDGES OF THE TREADS.
2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF
STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND
NOT MORE THAN 38 INCHES (965 MM) AS MEASURED VERTICALLY FROM A LINE
CONNECTING THE LEADING EDGES OF THE TREADS.
R312.1.30PENING LIMITATIONS.
REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO
THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102
MM) IN DIAMETER.
EXCEPTIONS:
LTHE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER,
TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6
INCHES (153 MM) IN DIAMETER.
2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW
PASSAGE OF A SPHERE 43/8 INCHES (111 MM) IN DIAMETER.
FBC2020
1607.8.1HANDRAILS AND GUARDS.
HANDRAIIS AND GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50
POUNDS PER LINEAR FOOT (PLF) (0.73 KN/M) IN ACCORDANCE WITH SECTION 4.5.1 OF
ASCE 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH
SECTION 2407.
1607.8.1.1CONCENTRATED LOAD.
HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD Ol
200 POUNDS (0.89 KN) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7.
1607.8.1.2INTERMEDIATE RAILS.
INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL
FILLERS SHALL BE DESIGNED TO RF,SIST A CONCENTRATED LOAD OF 50 POUNDS (0.22
KN) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
d
---------------
REVISIONS
BY
03-23-2021
RAT
04-15-2021
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04-23-2021
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SCALE
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DRAWN 01-22-21--
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SHEET
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MIN 1" DEPTH
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4' SLAB WITH THICKENED
MIN 2500 PSI CONCRETE
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j (2) 2X10 BEAM D12 , (2) 2X10 BEAM
(2) 2X16 BEAM 5/4 DECK BOARDS o3 4" PLYWOOD
15'-0" 2' 611/s' OVER 2X8 JOIST @ 16"O.C. OVER 2X8 JOIST @ 16"O.C.
DBL 2X8 (4) SIDES OF TREE FREE STANDING W/2 CEMENT BOARD ON TOP
j 8'X24" FORM TUBES LARGE DECIDUOUS TREE
DECK PLAN FILLED WITH 2,500 PSI CONCRETE
I
TYPICAL OF ALL POST FOOTINGS
02 SCALE: 3/8" = 1'-0" A/R:N/A
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FILLED WITH 2,500 PSI CONCRETE
TYPICAL OF ALL POST FOOTINGS
5/4 DECK BOARDS
XOVER 2X8 JOIST @ 16"O.C.
X- DECK FREE STANDING DO NOT ATTACH TO TREE
LARGE DECIDUOUS TREE
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03-23-2021
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04-15-2021
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SHEET
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General Notes:
.14
1. Outdoor environments are generally more corrostve to steel. If you choose to use ZM or HDG Irish or stainless steel material on an outdoor project, you should penodlcally inspect your
connectors and fasteners or have a professional inspection performed. Regular maintenance, including water -proofing of the wood used in your outdoor project is also a good practice.
2. Coatings Available:
2.1. Zi Galvanized (G185)1.85 oz. of zinc per square foot of surface area. (hot-dlp galvanized per ASTM A653 total both sides). These products require hot -dip galvanized fasteners
(fasteners which meet the specifications of ASTM At53).
2.2. HDG - Hot Dip Galvanized: Products are hot -dip galvanized after fabrication (14 ga. and thicker). The coating weight increases with material thickness. The minimum specified coating weight
is 2.0 oz. per square foot. (per ASTM At23 total both sides). These products require hot -dip galvanized fasteners (fasteners which meet the specifications of ASTM At53).
2.3. SS - Stainless Steel: Connectors are manufactured from Type 316L stainless steel, and provide greater durability against corrosion. Stainless -steel nails are required with stainless -steel
products, and are available from Simpson Strong -Tie.
3. When using stainless steel connectors, use stainless steel fasteners. When applications allow the use of ZMAX/HDG galvanized connectors, use HDG fasteners that meet the specifications of
ASTM A153 or equivalent coating offered on Simpson Strong -Tie fasteners.
rconstruction, im n n -Ti nnot provide estimates on service life of connectors anchors or fasteners.
4. Due to many variables involved with outdoor Simpson Strong -Tie g e cannot p ,
5. To obtain optimal performance from Simpson Strang -Tie products, the products must be installed properly and used in accordance with the installation instructions and design limits provided by
Simpson Strong -Tie.
6. All installation notes and guidelines within the current Wood Construction Connectors catalog shall apply for the connectors, anchors, and fasteners shown.
7. Simpson Strong -Tie reserves the right to change the specifications, design and models shown without notice or liability for such changes.
8. Simpson Strong -Tie does not guarantee the performance or safety of products that are modified, improperly installed or not used In accordance with the design.
9. All references to bolts or machine bolts (MB) are structural quality through bolts (not lag screws or carnage bolts) equal to or better than ASTM A307, grade A. Bolt holes shall be at least a
minimum 1/32" and no more than a maximum of 1116" larger than the bolt diameter per 2005 NDS Section 11.1.2.
10.1.1nless noted otherwise, all references to standard cut washers refer to Type A plain washers (W) conforming to the dimensions shown In ASME B18.22.1 for the appropriate rod sizes.
11.Unless stated otherwise, Simpson Strong -Tie cannot and does not make any representation regarding the suitability of use or load -carrying capacities of connectors installed with improper
fasteners.
D01 I General Notes
D
D
D
AC
Ev
p
LPCZ Typical LCE4Z
Installation
Installation:
• Install in pairs.
• For LCE4Z installeflons on
mitered comer conditions,
refer to www.strongtie.com
for more Information.
J]'z. �t4fir-
Typical H1Z and • °� H2.5Z
H2.5Z Installation
Installation:
• Use all specified fasteners. H 1 Z n e"
e
HBZ a
•
"
"•
1. Indicates owmector Is avallable In stainless steel. Replace Z in model number
1. D Indicates connector is available in stainless steel. Replace Z in model number with SSwhen ordering.
wth SS when ordering. 2. Refer to current Wood Construction l onpedors catalog for additional information.
2. Refer to current Wood construction Connectors catalog for additional information.
12 AC, LPC, LICE Post Caps D16 H Hurricane Ties
Dimensions (in.)
Fasteners
Model No.
W
L
Nails
SD Screws
Beam
Post
Beam
Post
AC4Z
3 9116
61/2
14-16d
14-16d
14-SD #10x1'/:
14-SD #10z1'/2
AC6Z
5112
8112
14-16d
14-16d
14-SD #10xl %
14-SD #10x1'/
LPC4Z
3 9/16
3 112
8-10d
8-10d
8-SD #9x1Ya
8-SD #9u1'/x
LPC6Z
59116
1 5 112
8-10d
I 8-10d
LCE4Z
5 3/8
14-16d
I 10.16d
I 14-SD #11 Yx
I 10-SD #10x1'/
i
0
L Uplift
e
installation:
• Use all specified
fasteners..
° L • For installation at an
angle other than 451
° bend KBSIZ along
d slots to desired angle.
Bend one time only.
KBS1Z
Model
Type of
Connectors
Fasteners Each
No.
Connection
per Joist
Connector
Detail 1
2
12-8d
KBS1Z
Detail 2
1
12-8dx1y"
1. Refer to curers Wood Construction Connectors catalog for sparing and
additional information.
D23 I KBS1Z Knee -Brace Stabilizer
Fasteners
Model
No.
Nails
SD Screws
To Joist
FTO Beam
To Joist
To Beam
H1Z
B 8dx1 h
4 Bdx1'h
6SD #9xl %
4-SD #9xl
H2.5Z
5.8dx1 Ya
5-8dx1'A
5SD #9x1 /:
SSD #9x1 /x
H8Z
51(kxih
5-10dx1Yx
5SD#9x1'/n
54SD#9x1Yr
SIDS Screw
SD Screw SD Screw SD Screw SD Screw Y"-x various
.eJ .111J tl. MO,/ MN,/ CJ W,,.nl/ Yn..•1/
Fastener Notes:
1. The specified quantity, type and size of fastener must be installed in the correct holes on the connector to achieve published
loads. Incorrect fastener selection or installation can compromise connector performance and could lead to failure.
2. Nell diameter assumes no coaling. See technical bulletin T-NAILCUIDE for more information.
3. The Simpson Strong -Drive® SD structural -connector screw is the only screw approved for use with our connectors.
4. NAIL retarerrce In tables: 16d = led common, 1Od =10d common
D02 Fasteners
fNo
W (In.)
Festeaem" -
Post Size
Beam
Post
PC4z
9 9/16
(10)10d
(8)10d
(2) 2ed'.
4x4.
4x8
4x8
PCBZ
6112
(10)10d
(8)1Dd
4x6
so
axe
PCBZ
7112
(10)10d
(8)10d
4xe
F6x8
&A
/ 7"
w
5t ° s,m
3.
°
Pilot holes for
°w •
manufacturing
2s/"
purposes (Do not
Post flange
Install bolts) (typ)
PCZ
1. Post and beam may consist ofnndtiple members provided they are
to
installation:
connected independently of the post cap fasteners.
®
_
• For end condition,
2. i0d x 2V (0.148" die. x 2K" long) nails may be used with no load
specify EPC
reduction for uplift and 0.85 of the table bads for lateral.
• Use all specified
3. Strong-Ddve° SD9 x %" Connector screws may be substituted for
fasteners,
table fasteners with no load reduction.
. Do not install bolts
4. Models evadable for rough size timber, seedy RZ suffix Ex.
Typical EPCZ End Post into pilot holes.
PC4RZ'
Cap Installation
D13 1 PC, EPC Post Caps
D20
Round Holes Obound Holes Hexagonal 401es Triangular Holes Diamond Holes
Purpose: to fasten Purpose: to make Purpose: to resign a Purpose: to increase a Purpose: to temporarily
a connector. fastening a connector connector to concreb connectors strength or fasten a connector to
Fill requirements: in a tight location or masonry. to achieve Max make installing easier.
always fill, unless easier. FIII requirements: strength. FIII requirements: none.
noted otherwise. FIII requirements: always fill when Fill requirements:
always fill. fastening a connects when the designer
to concrete or specifies Max raging.
1�masonry.
M® e
C3ti
Speed Prongs Dome Nailing Double Steer Nailing
Used to temporarily This feature guides The nail is installed in
position and secure the the nail into the joist the joist and header, Pilot Holes
connector for easier and and header at a 45° distributingthe load Tooling holes for
faster installation. angle. through be points on manufacturing
each joist not for purposes. No
greatersta gth. fasteners required.
Fastening Identification
D
D
D
D
D
1"lor Dts %e'for
3Xs�4Xs
V418
LUS Typical LUS28Z
Installation
Installation:
• LUS hangers install with double shear nailing.
• For installations into single 2x headers or
ledgers, use the specified full length fasteners
into the joist and the following fasteners into
the header for reduced bads in accordance
with www.sbongtie.com:
•. 10dxi h nails for instalatlons with Nails
•• SD#9xlY•for LUS28Z and WS21OZ
Installations with SD Screws
-2Z and
•• LUS210-2Z Installations ns with SD Screws
Model No.
Dimensions (in.)
Fasteners
Nails
SD Screws
W
H
B
Header
Joist
Header
Joist
LUS26Z
19116
1 4314
1 1314
4-10d
4-1Od
LUS28Z
1 9116
6 5/8
1314
6.10d
4-10d
6-SD #9x2%
4-SD #9x2%
LUS21OZ
1 9116
713116
1314
8.10d
4-10d
8-SD #9x2%
4-SD #9x2%
LUS28.2Z
31/8
47I8
2
4-16d
4.16d
4SD #10x2Yx
4-SD #10x2Yx
LUS210-2Z
3118
9
2
8.16d
6-16d
8-SD#iOx2Yx
6-SD#10x2'h
1. E> Indicates connector Is available in stainless steel. Replace Z In model number
with SS when ordering.
2. Refer to current Wood Constmcfion Connectors catalog for additional information.
D03 I LUS Joist Hangers
Installation:
�$10.
• Install Simpson Strong -die SDS wood screws
0
Pot
with a Ya" hex head driver. SDS screws install
® 0
hest with a low speed high torque dell.
®
19' dlerneEAf
HDG threaded
naoldsd at al
on Center tD Joist -
• A standard cul washer (provided) must be
installed between the nut and the DTT2Z seat.
0
Deciding
DTT2
rod wHh nuts
end washers
with hoidowl
• Bolt holm shag be a minimumYd to a maximum
p 0
(tip.)
Continuous ffaaldng
Y,fi larger than the bag diameter.
code), not shown
\
0 2'(per
° 0 0
° 00
Nr" diameter
bath
Hlm
Violet
machine or
jolgt
DTT2Z
threaded rods with
nuts and washers
P41orjDist
(Sold 2x fast or
fAdr D712
iolst
Model No.
CL
Anchor
fasteners
Die.
DTT2Z
13/16
112"
8-SDS'/,"x1%:"
D 1. E> Indicates connector Is available in stainless owl. Replace Z in model number
with SS when ordering.
2. Refer to T-GRDRLPST and T DECKIATLOAD for additional information.
'Deck Tension Tie
DTT2Z Installed as a Lateral Connector for a
Deck Guardrail Post,
For more information on guardrail post connections,
and Installation instructions, see technical bulletin
T-GRDRLPST (available at www.strongtie.com).
DTT2Z Installed as a Lateral Connector fora
Deck -to -House Lateral Load Connection
For more information on this connection, and
installation instructions, see technical bulletin
T-DECKLATLOAD (available at www.strongtie.com),
REVISIONS
BY
03-23-2021
RAT
04-15-2021 _ ... ' ..
RAT -
04-23-2021
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DATE 12-15-2020
SCALE
DRAWN '12-15-2020
JOB 374Narai
SHEET
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