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Jurisdiction: City i of Port St. Lucie FL
A
BC 2020
Code. FRC/II
Project Address: 88 2 FIRST TEE RD. Project Name' CH
ALMERSOPNG
Architect/Engineer: - Paul Welch P.E.
Type of Const
ruction: CBS Frame:
BuildingDes
igned: ied: Enclosed X Open Partially Enclosed
3 second gust) Vu[C 160 Wind Speed e mph
W� p ( g ) P
nominal Vaed: 124 m Wind Speed h
p P
Exposure:
C
Internal Pressure Coefficient: 0.18
Importance Factor: 1.0 Building Risk Ca egory 2 (1,2,3, or 4)
Mean Building Height: 15.3 ft
Overhang: 1 ft Roof Pitch: ' 5 / 12
® a Components & Cladding Wind Pressures: + 33.6 7 -44.9 PSF
(ACTUAL BUILDING DESIGN PRESSURES FOR WINDOWS AND DOO LISTED ON PLANS)
_ Roof Dead Load: 5 Live Load: 20
Framed Floor
Live Load. N/A P sf Dead Load N/A
Shutters: Yes. No X
Impact Resist
ant Assembly: Yes X No
City of Port St. Lucie Building Dep art
Product Approval Sub '
ent ffidavit
pp Itllttal A
Permit # Build
ng Address: ON PLAN
Contractor: TBA
ch due
0 enin S e
p g
d Doors Windows & Skylights
: Swin doors Overhead Sliding Doors Fixed Glass
,
g g
Opening ID
FL # or NOA #
Product
Model
# ',
ManufacturerDescription
Glass n
Size,
Attachment Type, S e
yp ,
Building
g
ct
Spacing & Embedment (DISTANCE
Design
FROM CORNER DISTANCE O.C.)
Pressure
Pressure
S.H.
FL# 14911.5
SH WINDOW
2127
SILVERLINE
IMPACT
#10 X 1 1/2" MIN. EMBED SCREWS
+33.6 /
+55/-60
WINDOW
„ ,r
AT 6.25 12.5 O.C.
-36.4
Product
Model#
Manufacturer
Attachment Method
- Type,
Attach Yp ,
Building
c
g
Product
Size, Spacing, Embedment & Stiffener etc.
Desi
n
Design
Pressure
Pressure
Mullions
N/A
Roof
N/A
Soffit
N/A
:Hurricane
A
N/A
Panels
I have reviewed the above product .,.ppr, info
matipn and approve it.
Name: Paul Welch P.E. 29945
ter,
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/: DRYW
ALL WALLS AP
R- 13 INSU
LATION
CC N � IIS
0
F
. i S T U
,
5,
REMOVE EX STING 6080 S.G.D.
FRAME IN O ENINING AND
y INSTALL 36" 50" S.H. WINDOW
1 ti
1 =1
pA1�
IAL SIDE ELEVATION ' 11-0"
EXISTING ROOF SYSTEM
EXISTING CONCRETE BEAM
EXISTING CMU WALL - - - --
EXISTING CONCRETE BEA
2 X 8 P.T. WOOD TOP PLATE
ITH
%d' X 3" TAPCONS AT 12" O.0
-
STUCCO FINISH PER STRUCTURAL
NOTE#5
STRAP EACH STUD TO TOP AND
BOTTOM PLATES WITH SIM
SON
SP8 WITH (6) -10d NAILS OR
SIMPSON H4 WITH (8)- 8d
ATTACH P.T. 2 X 8 WOOD ST
TO
EXISTING CMU WALL AND
COLUMN WITH''/," X 3" TAP
ONS
AT 12" O.C. VERT.
2 X 8 WOOD STUD AT 16" O. .
_ (PROVIDE (2) STUDS EACH Sl DE OF
WINDOWS)
P.T. 2 X 8 WOOD BOTTOM PLATE _
-` WITH/4" X 3" TAPCONS AT 1 " O.C.
WEEP SCREED PER STRUCT>RAL
NOTE#6
EXISTING CONCRETE FOUN ATION
FINISHED GRADE
SECTION
Si PE OF WORK
REMOVE EXISTING SLIDING GLASS DOOR, FRAME IN OPENING AND INSTALL
NEW WINDOW PER PLAN.
THIS
IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2020 FOR
EXISTING BUILDINGS CHAPTER 7 AND 8.
)D.
NO -ES:
1)
THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFY ALL
DIMENSIONS CONDITIONS AT JOB SITE PLANS SPECIFICATIONS ECT
2)
STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER ASCONSTRUCTION PROGRESSES.
3
ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS
4
ALL CONSTRUCTIONMUST COMPLY WITH THE FLORIDA BUILDING CODE
(FBC) 2020 AND FBC 2020 RESIDENTIAL. ENTIAL.
5
RESIDENCE LOCATED IN NEGLIGIBLE
G IGIBLE WEATHERING AREA, AND IN VERY
HEAVY TERMITE INFESTATION AREA PER FRC 301.
6)
ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0
2020 FOR EXISTING BUILDINGS.
STRUCTURAL NOTES
1)
DESIGN LOADS IN ACCORDANCE WITH ASCE7-16.
2)
ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE '
PRESSURE TREATED.
3)
SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALATION OF HARDWARE IS NOT PERMITED.
4
UNLESS OTHERWISE NOTED THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES
5)
EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH I GA. 2"
LONG NAILS WITH 318" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR
TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH IOD NAILS TO
STUDS @ 6 O.C. PERIMETER AND FIELD
6)
WEEP SCREEDS A MINIMUM 0.019 INCH (0.48 MM) (NO.26 GALVANIZED. SHEET
GAGE), CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL
ATTACHMENT FLANGE OF 3'h INCHES (89 MM) SHALL BE PROVIDED AT OR
BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN
ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A
MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ,
ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER
TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER -RESISTIVE
BARRIER SHALL LAP THE ATTACHMENT FLANGE: THE EXTERIOR LATH
SHALL COVER AND TERMINATE ON THE. ATTACHMENT FLANGE OF THE WEEP
SCREED.
WALL FINISH /INSULATION NOTES
1)
INTERIOR TO BE%" DRYWALL FINISH.
2)
ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13' GAGE, 13/8"
LONG, 19/64" HEAD; 0.098" DIAMETER, 1 ''/a" LONG, ANNULAR -RINGED; SD
COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD
NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32"HEAD) SPACED AT 7" O.C. FOR NAILS
AND 12" O.C. FOR SCREWS.
3)
WALL AND CEILING FINISHES SHALL HAVE A.SMOKE-DEVELOPED INDEX OF
NOT GREATER THAN 450,
4)
WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD
CLASSIFICATION OF NOT GREATER THAN 200.
S)
ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE
CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO
THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL
COMPLY WITH SECTION FRC316.
6)
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO
ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C
1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH
THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF
GYPSUM BOARD SHALL CONFORM TO ASTM C 557
7)
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. Z/ O OW
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