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REPAIR OF TOWNHOUSE
2801 N. HIGHWAY A1A. APT -
HUTCHINSON ISLAND, FL 34949 FileCOPy
FOR STEVEN & GINA A. BEXLEY ,gp#"EO'011-ICE
1146 WINTER GREEN ST, CODE COMPLIANCE
LAKE PLACID, FL 33852 ST. lLUCIE COUNTY
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PROJECT DESCRIPTION:
REPAIR EXTERIOR WALL OF TOWNHOUSE FOR SECOND FLOOR, REPLACE WINDOW,
REPLACE DAMAGED STUDS, SHEATHING, AND STUCCO FINISH; AND REPLACE DAMAGED
FLOOR JOIST, SUB FLOOR AND FLOORING.
Certification for Desian Load Compliance
1. Design Code: Florida Residential code 2020 7th Edition using ASCE 7-10
2. Structure Design is: X Enclosed_ Partialty Enclosed_ Open Building
3. Risk Category: _I X II _III _IV Exposure Category _B __X LC _D Adjustment coefficient 11_21
4. Design Wind Velocity 165 mph _ASD _LRFD End Zone Width 336" ft.
S. Mean Roof Height: Existing ft. Roof Pitch: Existing:12 Parapet: _ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30' MRH (Worst Case)
Zone 1: N/A Zone 2: N/A Zone 3: N A Zone 4: 61.7 Zone 5: -74.1 Garage: NIA
7, Design Loads: Floor Exist PSF Roof/Dead: Exist PSF Roof/Live: Exist PSF Balcony: _PSF
Dock: _PSF Deck: _PSF Stairs: _PSF Fence: _PSF Railings: _PSF
B. Were Shear Walls Considered for Structure? —Yes X No Not applicable Explain Why Not: Existing
9. Is a Continuous Load Path Provided? Yes Not Applicable Explain Why
10. Design Soil Bearing Pressure: N/A PSF Soil boring Test required: _Yes X No(based upon section 1803.2
exception)
PRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL #
APPROVALS
GLASS
ATTACHMENT METHOD
PRESSURES
DESIGN
TYPE
(WORST CASE)
PRESSURES
WINDOW
ZONE 4-56.5
+64.0/-80
PGT INDUSTRIES
SH700
NOA#
IMPACT
%" ULTRACON @17-3/8"MAX. AND
ZONE 5-64.5
With
16-0714.06
SOLAR '
6-1/2" MAX. FROM EACH CORNER,
Mullion
HEAT
WITH A 1-3/4" MIN. EMBEDMENT AND
Tube
GAIN
2-1/2" MIN. EDGE DISTANCE
FBC107.1
0.53
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE.
THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER,
WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS ARCHITECT FOR THESE PRODUCTS.
RICHAFD E. Drawing Title- Pro* No.- Drawing No.:
AC17 S21-018
Wm+circaABeft COVER
RCHRE
,tip. scale: NTS A 0• 1
tr�Daebw
NOTES
ue Date:
Fat FMalRais! 1-10-22
S.R. North AM
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WORK AREA
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WALL
LINE OF WALL
LEOOWF
BELOW
LINE OF WALL
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2801-H
U
2801-1
LINE OF WALL
0
BELOW _ _
_
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2801-J
ROOF
DECK
LINE OF WALL
BELOW
ROOF OVER
PATIO BELOW
SITE PLAN ze
LEGAL DESCRIPTION:
CORAL COVE BEACH SECTION ONE--BLK 7N 16.66 FT OF
S88.40 FT
OF LOT 2 AND EAST 10 FT
OF VAC ALLEY ADJ/ ON
WEST (APT
2801-1). PUBLIC RECORDS
OF ST LUCIE COUNTY,
FLORIDA.
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W
2 PARKING
SPACES ER UNIT.
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RICHARD E.
Townhouse
Drawing Tim:
Prof. No:
N o
ATWOOD
Rap&
21-018
o a o
AFCHRECT
Gin c�A Bexley
' of a a
or
I
SCale NTS
mo omawer
ITDeeb
�
SITE PLAN
saw Date
rbn n.W004.O
�m�o�s
1-10-22
Drawing No.-
Al .1
N
lal N
nay
J W
RICHARD E.
3 a
ATWOOD
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o O
Ar4Hff CT
cat
a a a.
CiepNo Dedow
momoca .
FvlFA RUN
4m-aw-cm
East Elevation
(2) 3050
Second Floor Plan
`j ITownhouee
ste' �e ; + am a eery
ti
Existing Metal Roof
Existing Gutter
Existing Facia
New Impact Energy
Coated Windows
New Stucco
Existing Leader
Existing Window To Remain
Existing Door To Remain
Approximate Finished Grade
Existing 8" Block
Existing Wood Studs
New Impact Energy
Coated Windows
Drawing TiBe Froj. No: Drawing No.-
21-018
Scale NTS A 4.1
seue Date
ELEVATION 1-6-22
N
Cj N
IIQ�
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th im
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aQa
Note:
Existing 2" x 4" wood studs @24"/o.c. with 5/8" CDX Plywood with 15# Felt and Paper Backed Wire
Lath and 5/8" Brown Coat Stucco and %" Finish Coat and Paint.
5/8 CDX PLAYWOOD
! �AHEATHING, USE 8d. NAILS
O.C.
ADD 1 STUD TO
EXISTING ,
2 16-d @ 1
12" o.c. : i
EXISTING TRUSS JOIST
TO REMAIN T
Existing Stud Wall
EXISTING 2 x 4 STUD WALL @
24" o.c.
SIMPSON GA 1 STUD TO PLATE
REMOVE DAMAGED TRUSS
/JOIST
FORM NEW MEMBERS 2-2X10
W PLYWOOD SPACER
ADD 12X4
STUD TO
EXISTING
2X4PLATE
2-16d NAILS
SECTION THRU BEAM THRU BOTTO
OF PLATE -
► 2X4STUD
EGA 1 STUD TO PLATE
-2X4PLATE
2 2 X 10 WITH %" PLYWOOD
I; SPACER GLUED & NAILED
V. A
W/16d NAILS @ 8" o.c.
STAGGERED BOTH SIDES
1
BEAM DETAIL
RICHARD E.
ATWOOD
ARCHffECr
ClrepWc DeeWm
uC. M ao®®a
Fv! PWM F184M
y
RepaIr
Stem + Gina A Beft
SIDE VIEW
Second Floor East
SIMPSON GA
1 STUD TO
EX. 2 X 4 PLATES TWO
STUDS @ BOTH SIDES
24" o.c. OFISTUDS
NEW DBL 2 x 10 JOIST 16' LONG
HGUS210-1 JOIST HANGER
SECOND FLOOR ONLY
STRAP STUDS TO EX. FRAMING BELOW WITH SIMPSON
LSTA 12 W/14-10d NAILS
CALCS:
JOIST Ln = 16'22* = DL 40=LL
M=3968'sq SM req =34.0' in cu
A= 192/360 = .53
1 req=195.5"Sq
DBL 2 x 10 = SM=48.8 in cu
DBL 2 x10 = SM=48.8 in cu 1=232" sq
Drawing Tft:
DETAILS
Prof. No:
21-018
Scallea NTS
seas Date-
1-6-22
Drawing No.:
A4.2
non
NOTES:
STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER AS71 M C-1063:
LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 5"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN
BE 6D COMMON OR ROOFING WAILS HAVING A MIN. V0 PENETRATION INTO HORIZONTAL FRAMI"lk;G
MEMBERS OR STAPLES W/A MIN. 4" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST
PENETRATE THE WOOD FRAMING MEMBERS %" MIN.
2 X 4 STUDS AT 16" o/c
STRAP EACH STUD WITH
SIMPSON SP4 WITH 6-
10d X I Y2" NAILS
2 4" PLATE ANCHORED WITH
3/8 X5 LAG BOLTS 924" o.c. MAX
FOR SECOND FLOOR.
RICHARD E,
ATWOOD
ARCHMECT
GrapW Daslgw
umomoosw
Fat ft Fl MW
STRAP STUD TO EX. FRAMING & LINTEL
ABOVE WITH SIMPSON LSTA 12
W/14-10d NAILS
X
HE4ER 2 X 6 W1 YVI
PLYWOOD SPACER GLUED
& NAILEDW/16d NAILS @
-P
8" o.c. STAGGERED BOTH
2" X 4" STUDS
+ Gina A, Beft
NAIL NEW
HEADER STUD
TOGETHER
W/16D NAILS
@8"O.C. STAG
AlINDOW
3PENING
SIMPSON GA-1 STUD TO
—PLATE
-STRAP STUD TO EX.
FRAMING BELOW WITH
SIMPSON LSTA 12 W/14-
10d NAILS
Drawing TdJe, lPr4 No:
AW-111167i
1 21-018
18cale- NTS
Date:
1-6-22
Drawing No.:
A4.3