HomeMy WebLinkAboutAPPROVED-Construction Plans 9716 Starboard Dr Lot 77Is
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: LOT 82 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING
ID
PRODUCT
MODEL #
MANUFACTURER
GLASS
ATTACHMENT METHOD l
PRODUCT
DESIGN
APPROVAL
PRESSURES
3068
W/ SDLT.
EXTERIOR SWING DOOR
FIBER -CLASSIC
THERMA-TRU
3/16" TEMPERED
HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:
1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL: 1/4" DIA. X 2.1/4"
TAPCONS SPACED
FL15225.5
+40.0 - 40.0 PSF
SMOOTH STAR
3" FROM CORNERS, 3" & 6" FROM MULLION.
STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX
16070 OVHD
OVERHEAD DOOR
MODEL 9100
WAYNE DALTON
« >>
WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK
FL9174.6
+39.2 -43.7 PSF
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
8068 S.G.D.
SLIDING GLASS DOOR
SERIES 420
MI WINDOWS AND DOORS
3/16" TEMPERED
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROMCORNERS,17"
O.C. MAX. SILL: SPACED 6" FROM CORNERS, IT' O.C. MAX.
FL15332.6
+/- 40.0 PSF (MIN)
A 0
WINDOW
n
ALL ANCHORS ARE 3/16- DIA.
ANCHORS 3"F FROM CORNERS, HEAD:N4 ANCHORS, JAMBS: ANCHORS
185 SH
MI WINDOWS AND DOORS
1/8 ANNEALED
FL17499.2
+/- 60.0 PSF (MIN)
B �
"
ALL ANCHORS ARE 3/16- DIA.
ANCHORS 3"FROM CORNERS, HEAD:N3 ANCHORS, JAMBS: ANCHORS
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8 ANNEALED
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
c �
WINDOW
185 SH -
MI WINDOWS AND DOORS
1 /8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
NOT USED
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
O
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL17499.9
+/- 55.0 PSF (MIN)
0
WINDOW
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
FL17499.9
+/- 55.0 PSF (MIN)
0
GLASS BLOCK
8"X8"X4" THICK
SIEVES GLASS BLOCK, INC.
IMPACT GLASS
PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS,16" O.C. MAX. AT HEAD
NOA 18-0725.05
+/- 75.0 PSF (MIN)
AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENT
ALL ANCHORS ARE #8 CREWS 4" MIN. EMBEDMENT)
/MAX
H
�
WINDOW
185 SH
MI WINDOWS AND DOORS
"
1/8 ANNEALED
ANCHORS 3" FROM CORNERS, SPACED PA ED(12' HOR HORIZONTALLY AND VERTICALLY
FL17499.9
+/- 55.0 PSF (MIN)
ALL ANCHORS ARE #6 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
0
FIXED GLASS
185 PW t, "'
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL15349.5
- +/- 55.0 PSF (MIN)
ALL ANCHORS ARE #6 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
a;
0
FIXED GLASS
185 PW - .
MI WINDOWS AND DOORS
1/8" ANNEALED
AN 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL15349.5 -
+/- 55.0 PSF (MIN)
UNDERLAYMENT
30# ASPHALT
SATURATED
r TAMCO BUILDING
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND
ORGANINC FELT
PRODUCTS INC.
« >>
PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF
FL12328.7
THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C.
TAMCO BUILDING
GALV. ROOFING NAILS,11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO
ASPHALT SHINGLES
HERITAGE
»
PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT
FL18355.1
PRODUCTS, INC.
EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
AMERICAN CONSTRUCTION
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
EXTERIOR SOFFIT
ALUMINUM SOFFIT
MATERIALS
« »
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
+/- 50.0 PSF (MIN)
HURRICANE SHUTTERS
28 GAUGE GALV.
EASTERN METAL SUPPLY
�c >>
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART
FL 22270.1
PER MANUF.
STEEL STORM
PANELS
SPAN CHARTS
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN f
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS9
AIR
FREEZING
MEAN
ANNUAL
Speeds
Topographic
iryeatheringa
Frost
Term
LOAD
(mph)
effectsk (NA)
CATEGORY
depth
TEMP
REQUIRED
INDEX'
TEMP 1
N/A
See Fig. R301.2(4)
N/A
Negligible
N/A
Very
N/A
N/A
N/A
Heavy
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined
from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.
b. Reserved.
C. Termite infestation per Figure R301.2(6) is "very heavy."
d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site -specific basis in accordance
with Section R301.2.1.4.
e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code,
Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
I. Reserved.
g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood
Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the
panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended.
h. Reserved.
I. Reserved.
j. Reserved.
k. Reserved.
NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES
WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS
THE FLAME SPREAD INDEX oF,NbT MORE THAN 25 AND THE
SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450.
NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE
REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE
FLAME SPREAD INDEX OF NOT MORE THAN 200 AND
COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2
AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE
THAN 450.
ATTIC VENTILATION CALCULATION:
VENTILATION REQUIRED:
ATTIC AREA - 1,564.0 SQ. FT.
VENTILATION AREA REQUIRED = 1,564.0 SQ. FT. / 150 (F.B.C. R806.2) = 10.43 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16- WIDE SOFFIT = 193.4% 12" WIDE SOFFIT = 10.7'
SQUARE FOOTAGE OF SOFFIT = (193.4' X 1.33') + (10.7 X 1.0') = 267.9 SO. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT - 11.74 SO. IN. / SO. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED - 267.9 SO. FT. X 11.74 SO. IN. / SO. FT. X 1 SQ. FT. / 144 SO. IN. - 21.84 SO. FT.
CONCLUSION:
VENTILATION PROVIDED - 21.84 SQ. FT. > VENTILATION REQUIRED = 10.43 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
PROJECT & CODE DATA
*PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION)
TYPE OF CONSTRUCTION: CBS X FRAME
BUILDING DESIGN: ENCLOSED X OPEN
ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: II
EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN BUILDING HEIGHT: 23'
OVERHANG:1.33 FT ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE).
SHUTTERS: YES X NO
IMPACT RESISTANT ASSEMBLY: YES NO X
ROOF LOAD:
TOP CHORD:
LIVE LOAD: 20 PSF
DEAD LOAD: 10 PSF
BOTTOM CHORD:
LIVE LOAD: 10 PSF
DEAD LOAD: 7 PSF
(NON -CONCURRENT)
FLOOR LOAD:
TOP CHORD:
LIVE LOAD: 40 PSF
DEAD LOAD: 10 PSF
BOTTOM CHORD:
LIVE LOAD: 0 PSF
DEAD LOAD: 5 PSF
PARTIALLY ENCLOSED
170 MPH
I have reviewed the above product approval
information and approved it.
Name'
Signature:
Certification Number:
Date:
DRAWING INDEX
CVR
INDEX / PROJECT INFORMATION
A-1.0
FOUNDATION PLAN
A-2.0
FLOOR PLAN
A-3.0
BUILDING ELEVATIONS
A-4.0
ROOF / FRAMING PLAN
A-5.0
ELECTRICAL PLAN
A-6.0
WALL SECTIONS / NOTES
A-6.1
WALL SECTIONS / NOTES
A-7.0
INTERIOR ELEVATIONS
A-8.0 HVAC PLAN
F - 9
3 /10 hl
COMPONENTS AND CLADDING WIND PRESSURES PER
2020 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SQ. FT.)
DESIGN
PRESSURE
0 to 19.9
27.6 PSF / -30.0 PSF
20 TO 49.9
26.4 PSF / -28.7 PSF
50 TO 99.9
24.8 PSF / -27.1 PSF
100 TO 499.9
23.5 PSF / -25.8 PSF
500 AND ABOVE
20.6 PSF / -22.9 PSF
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SQ. FT.)
DESIGN
PRESSURE
0 to 19.9
27.6 PSF / -37.0 PSF
20 TO 49.9
26.4 PSF / -34.5 PSF
50 TO 99.9
24.8 PSF / -31.2 PSF
100 TO 499.9
23.5 PSF / -28.7 PSF
500 AND ABOVE
20.6 PSF / -22.9 PSF
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C.
ANDERSON
Michae
Digitally
signed by
I
Michael
Anderson
Anders
Date:
2021.03.18
on
16:33:30
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
F_
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-077
DATE DRAWN 1-24-21
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2596 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
CVR
I
u
0
Lo
0
I
38'-0"
8'-0" 18'-8"
4'-8" 4'-6" 3'-2 6'-0" 5'-2" 1'-4» 6'-10" 6' 4"
G w 0
H B 1 N ih B
RECESS SLAB — r — �
I FOR S.G.D. O- O rAA I 1
REFERENCE AA I ■
FINISH FLOOR
17» » I o
(6 -5 /8 4 2500 PSI CONC. SLAB W/ I d
FIBER MESH, AND/ON 6X6-10/10 1 I
— ■ I SINK PW/ M WMM WITH MIN. 1" COVER ON 6 L ■
MIL. POLY VAPOR BARRIER OVER I
DW I TERMITE TREATED COMPACTED I
I- -� CLEAN FILL. 2
Y I( I
(w
>� I VIJ.C. — -I--------------I ■ 3'x3' CONC.
4" CLEARANCE BTWN. I I I _ — _ _ _ — _ , — — — A/C PAD
SLAB EDGE AND PIPE /Z,N
I I I WH I
I COND17'-8y4"I I I I 1-11�2"
—■ I I I I I 75/8" 00
CURB I
I » K III I I 19'-03j4» I 4-
24 x24 x16 DP. 1 I
CONC. PAD FTG.
W/ 3-#5 BARS E.W. I I I I I w DD I ■
o ,
I L I J I I C I I
\-INDICATES C.M.U. CELL FILLED I � ( �I
W/ CONCRETE AND (1) #5 VERT. `10
-
REBAR CONT. FROM FOOTING
TO TIE BEAM (TYPICAL) I I
- ■
AA j� I I I HB
1 o BB I I SLOPE DOWN 1"
1 I I AT GAR. DOOR F I
3'-8" 5'-2" 4'-4" 5'-p" ( 2' 21* , I o 0I
10
■ ■ ■ ■ ■ NONE
N ■■■
r
ui
D AA G I a- I A
1
16'-0"
L _J
V- 8"
6" G 6"
01
12'-2" 7'-0" 18'-10"
38'-0"
24"X24"x16" DP.
CONC. FTG. W/
3-#5 E.W.
6x6 - 1Ox10 WWF I- OUTSIDE LINE cn
CONC. OR FIBER MESH I OF EXT. WALL w
SLAB I CONC. 6x6 - 10x10 WWF w
7 1 1 1/2" MAX SLAB OR FIBER MESH
3- #5
BARS 8" 1'-8" o `}
AA DETAIL
1
6x6 - 1Ox10 WWF
I - >
_ SLOPE d
GRADE �--------.------ --- It ---z
## 2_ GRADE I 2-#5
BAFts 1'_8» BARS 0 ¢ 8" BARS
8" 1'-4" -I -I 1'-4"
r r
BB DETAIL rA DETAIL g DETAIL
1 1 1
OR FIBER MESH CONC.
CONC. 8" SLAB -
SLAB
VARIES
o
o 5/8"
BARS 3-#5�
2'-0"
C DETAIL
1
CONC. 1-#5
SLAB BAR
S
00
4„j� 8» 4 -�4
G \ DETAIL.
1
CONC. O
SLAB -7 1
2-#5 _�---
BAR
/ K \ DETAIL
1
BARS 8
1'-8»
rD6`\N DETAIL
1
N
CONC. ULJ
Of
_ SLAB
GRADE >
GRADE
2-# 12"(MIN)
BARS C BELOW
I 1
D DETAIL
1
1-#5 7 5/8" (BLOCK
CONC. BAR CONC. _w
SLAB SLAB i w
8" W 3-#5
g BARS
H DETAIL JJ DETAIL - S.G.D.
1 1
CONC.
8
SLAB 8» VARIES »
SHOWER
RECESS
L DETAIL
r 1
PIPE SLEEVE
(DIA. LARGER
THAN PIPING
THRU FTG.
3" MIN.
FTGPER
DEPTH
3" MIN. 3" MIN. _ DETAIL
FOOTING &
REBAR
TRANSITION
PIPE THRU
PF FTG. DETAIL
1
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 51'-5"
BD = 51'-5"
UIMENSIUNS ARE
ROUNDED TO THE
CLOSEST INCH
FOUNDATION PLAN
SCALE 1 /4" = 1'-0"
F-9
3 /10 12-1
L
KITCHEN
BATH
6x6 - 1 0x1 0 WWF
OR FIBER MESH
CONC.
1'-0" SLOPE
r
3- GRADE
BAIIS r
"20
F DETAIL
1
5 1 /2" FRAME
7 5/8" BLOC N w
CONC. ~of
SLAB >
8" • 1'-4" 2- 5
BARS
J \ DETAIL - S.G.D.
1
UK titl' IlU IANK
SCHEMATIC PLUMBING RISER
N TS
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
Michael Digitally signE
by Michael
Anders Dace rson
o n 2021.03.18
16:33:53 -04'0
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-077
DATE DRAWN 1-24-21
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2596 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET 14
SHEET
A 1m0
FORM AND POUR
8x8 CELL
8x8x16 KNOCKOUT
LINTEL BILK. COURSE
PLYWD. GUSSETS AT
EA. SIDE 8x8 CELL
CONT. #5 BAR IN
LINTEL TOP COURSE
(2)2x6 BLKG. TO FORM / �- #5 BAR HOOK INTO
VOID IN LINTEL COURSE/ REINF. FILLED CELL
TO RUN VENT STACK
LINTEL COURSE PLAN ABOVE
VENT STACK AT DINING RM.
TOP OF BLOCK
+8'-8" A.F.F.
r^r'ILA AA1,1 "" UR
LINTEL COURSE
8x8x16 KNOCKOUT
LINTEL BLOCK TOP COURSE
FILL W/ CONC. & 1-#5 BAR
WINDOW
ROUGH
OPENING
REINF. FILLED
BLOCK CELL EA.
VERTICAL VENT
STACK BILK. CELL
INDICATES VERTICAL
14
VENT STACK CELL VOID -
USE 8x8x16 PLUMBING
BLOCK OR KNOCK OUT
SIDE WALL OF 8x8x16
STANDARD BLOCK
TOP OF SLAB
+0'-0" A.F.F.
VENT STACK TO
HALL BATH ABOVE
VENT STACK
DETAIL AT DINING RM.
00
00
FIRST FLOOR PLAN
2ND FLR.
BRG. WALL HT.
0
I
00 7"
Of
TOP OF 2,,
2ND FIN. FLR.
Q
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LO
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<
o
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f
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f
F
cW
LN
,-.L
cfl
TOP OF SLAB
1 1 /4" DIA. HAND
TOP 32" ABV. LEA
EDGE OF TREAD
OF FIRST RISER
FOYER/STAIR ELEVATION
38'-0"
12-W. ARCH SOFFIT
PER ELEV.
Y
U
0
m
U-
0
0-
0
�- 30"
L 1Ra
WINDOW SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
52.125"X62"X52.125"R
--
A
35 SH ELLIPSE
X55.017" LEG
.55
•22
1
MUNTINS
B
35 SH
52.125"X62"
.55
.22
1
22.4 S.F.
36"X62"X2
C
PR. 25 SH
31.0 S.F.
49
.24
1
MULLED
D
NOT USED
E
4050 SH <EGRESS>
47.375"X59.625"
55
.22
2
(FRAME WALL)
19.6 S.F.
F
3450 SH <EGRESS>
39.375"X59.625"
58
.24
2
(FRAME WALL)
16.3 S.F.
G
4'W. X 3'-4"H.
48"X40"
GLASS BLOCK
13.3 S.F.
DEFAULT
DEFAULT
1
H
2O40 SH
23.375"X47.625"
55
.22
2
(FRAME WALL)
7.7 S.F.
36"W.x54"H. FIXED
35"X53"X28.52"R
GLASS (FRAME WALL)
X47" LEG
.47
.24
1
12 LITE
K
24»W.x24"H. FIXED
:T,.45
22"X22"
.26
1
TEMP.
GLASS (FRAME WALL)
3.4 S.F.
CK
Q
OPEN ,� U
ARCH OPNG.
BTWN. DINING/BKFT.
co
�I
1. '.WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
O +6 -8„
HDR.
HT.
6'-3y4"
(3) 2X4 STUD
COLUMN AT
CORNER
12'-3"
OF +6'-8"
HDR. HT.
N
N BR.2 I
�j 8' CLG.
N
38'-0"
12'- 7»
BRA
8' CLG.
DOOR SCHEDULE
01
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 W/ (1)
12 W. SIDELIGHT
64"X7"
3.1 S.F.
.19
.05
1
EXT. DOOR
MUNTINS IN SDLT
2
6068 S.G.D.
72"X80"
40.0 S.F.
.55
.25
1
EXT. DOOR
3
2868 SOLID CORE
1
GARAGE DOOR
4
2868
3
INT. DOOR
5
2668
6
INT. DOOR
6
2468
3
INT. DOOR
7
1668 BIFOLD
1
INT. DOOR
8
2068 BIFOLD
3
INT. DOOR
9
4068 BIPASS
3
INT. DOOR
10
16070 OVHD. DOOR
1
GARAGE DOOR
11
2-2668
1
1-LITE DOORS
O+6'-8" +6'-8"
HDR. HT. HDR. HT.O
12'-10A"
N
I
5'-6y2
Kell
R/S I
AC SUPPLY
TO BELOW
3'-5y2"
_ DO NN
8'
Q CLG. i
0 OZ
a a
a 0�
U` W.
�4)�
a 2, A » 00 D.
Fc
d `r SHELF
BV F OR R -
2R S
� N
N 5'-4„ 8' CLG.
00
BR.3 =�
I
8 CLG. I OPEN TO 5 SH. � �
a, BELOW
11'-02" 7•-0" -rn
X8'S ®16" O.C. TOP OF
AT FRONT OF N SHELF
+7'-OP
AC DUCT
TO BELOW
1'-11"
R/S �._
CHASE
V-113
5
SH.
O O
" 2'-
SLOPED CLG.
BACK WALL HT.
+6'-6"
6,_2
c.�
0
8'-9"
R/S
O
'-10%4»
0
O
$
5 SH.
3'-13/4»
2/i
1 \ /
IXIl
I I N
L LO
8' CLG. alo
36"H. 2x4
KNEE WALL
W/ WD. CAP
N
(3)2x4 STUD O HDR. HT_ 3
COLUMN AT 6'_2» 9 5/4
CORNER
12'- 2"
M.M.
VAULTED
/ I
/ o0
12'-10y2"
5
SH.
(0
.BATH
8' CLG.
ENTRY
R/S R/S
(D1 +6'-891
HDR. H T. HDR. HT.
91-4y4 7'-6»
7'-0" 18'-10"
38'-0"
SECOND FLOOR PLAN
SCALE 1 /4" = 1'-O"
6'-5"
(3) 2X4 STUD
COLUMN AT
CORNER -�
jm
O
+6'-
HDR
HT.
M
- 3"
VEN T
STACK
00
d-
M
OH +6'-8"
HDR. HT. (3)2x4 STUD
5'-6" COLUMN AT
-01 CORNER
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER PLAN
INDICATES TOP OF
BLOCK ® 8'-8" AFF
INDICATES SECOND FLOOR
EXTERIOR FRAME WALLS W/ 2X4'S
AT 16" O.C.
NOTES:
1. WOOD STUD SPACING: (UNLESS
OTHERWISE NOTED ON PLANS)
-EXTERIOR FRAME WALLS AT 16" O.C.
-INTERIOR FRAME BRG. WALLS
AT 16" O.C.
-INTERIOR FRAME NON-BRG. WALLS
AT 24" O.C.
-KITCHEN CABINET WALLS AT 16" O.C.
2. FRAME WALLS ARE DRAWN 3 1 /2" WIDE
UNLESS OTHERWISE NOTED
3. CONC. BLOCK WALLS ARE DRAWN
7 5/8" WIDE UNLESS OTHERWISE NOTED
4. TOOL CONC. BLOCK JOINTS INSIDE
GARAGE WALLS (BRUSH & CLEAN)
5. DOOR & WINDOW ROUGH OPENINGS
SHALL BE PROVIDED BY BUILDER
6. TOP OF TYP. BLOCK WALL +8'-8"
UNLESS OTHERWISE NOTED
7. HEIGHTS ARE MEASURED ABOVE
TOP OF FOYER SLAB
8. SEE STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION
MICHAEL C. ANDERSON
Michael Digitally signE
by Michael
Anders DaAnderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305 2021.03.18
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 on 16:34:12 -04'0
EN:R:E:VIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-077
DATE DRAWN 1-24-21
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2596 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
A 2mO
SCALE 1 /4" = 1'-0"
FK
3 /ID � 21
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
N OTES:
1. WALL FENESTRATION PER FBCR 2017 703.4
2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS,
FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF
ROOFING CEMENT.
3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X
BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED
BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT.
FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW
WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2).
ENTRY
BEYOND
LEFT SIDE ELEVATION
1 /8" = 1'-0"
_TOP OF PLATE _ A
+18'-0 3/4" A.F.F.
o �:j_
I p
TOP OF SECOND o
FINISH FLOOR E.J.
±1' _ _ - - ry
0'-0 3�'_A.F.F. -- _-
TOP OF BLK.
+8'-8" A.F.F. F ❑ ❑ 12
TOP OF SLAB
A.F.F- - - — - — - - -
REAR ELEVATION
- TOP OF PLATE
+18'-0 3/4" A.F.F.
TOP OF SECOND
FINISH FLOOR
+10'-0 3/4" A.F.F. _, __ _
TOP OF BLK.
+8'-8" A.F.F.
TOP OF SLAB jk
- - - ----+0'-0" A.F.F. - — - - — - --
12
16
El
CEMENTITIOUS COATING
ON LATH
4 CEMENTITIOUS COATING
12" ON BLOCK
1 /8" = 1'-0"
12
16
RIGHT SIDE ELEVATION
RIDGE HEIGHT
+27'-0" A.F.F.
12
16
6" SQ. RAISED BLOCKS
OO (PROJ. 3/4") WITH 2"
O SPACE BETWEEN RAISED
4" RAISED TRIM (PROD. 3/4")
TOP OF PLATE
TRIM (PROJ. 3/4")
_-- ---- OC BO O n
+18'-0 3/4" A.F.F.
_j
IFT
L -
O p0 00
r, N
TOP OF SECOND ~ � 12 8"W. RAISED
_FINISH FLOOR 16
TRIM (PROJ. 3/4")
+10'-0 3/4" A.F.F. -- - - - - - — - — - - - - - - - - — - — - - - — - - — - ---
TOP OF -BLOCK F.
F
+8'-8" A. 5"W. RAISED
TRIM (PROJ. 3/4")
�r 'F F
ATTACHMENT PER MFRS. _
PRE-ENGINEERED RECOMMENDATIONS
ROOF TRUSS T N o 00
L 1 X2 NAILED TO TRUSS TAILS O
L CL
e, W/ (2)-8d NAILS
O
o
CONCRETE "U" BLOCK
TIE -BEAM TOP COURSE TOP OF SLAB __- --- -
+0'-0" A.F.F.
HORIZ. 2X2 NAILED TO
(REF. ELEV.) RAISED 12" SQ. CONC. VERT. 1X2'S W/ 12d X CEMENTITIOUS COATING TRIM (PROJ. 3/4") BLK. COLUMNS
3-1/4" NAIL ATTACHMENT PER MFRS. BLOCK FRONT ELEVATION
SEE PL N RECOMMENDATIONS
STAPLES ® 8" O.C. PER MFRS.
RECOMMENDATIONS
SOFFIT DETAIL CONTINUOUS VENTED SOFFIT
N.T.S.
F K
3 /10 /21
ENTRY
BEYOND
1 /8" = 1'-0"
16" OVERHANG
TYPICAL UNLESS
OTHERWISE NOTED
CEMENTITIOUS COATING
ON LATH
CEMENTITIOUS COATING
ON BLOCK
L
M
O
1'-2 7/8"
I
N
O
CL d
0= O
I rn
I I
OVERHANG SEPARATIONS
10 OR 1x4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX.
CONC, OR MASONRY
`-DRYWALL BOARD
CAULKING
ALUMINUM FRAME
FASTEN 774RU BUCK W/
3/16 x3 1/4"TAPCON
SCREWS 0 24"0/C
MAX. IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMENTITIOUS FINISH
HEAD DETAIL
MAIIIIWI
1 /4" = 1'-0"
ALUMINUM FRAME
FASTEN 714RU BUCK W/
3/16'x3 1/4" TAPCON
SCREWS 0 24' 0/C
MAX. IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMEN7771OUS FINISH
CONC. OR MASONRY
10 OR 1x4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX.
DRYWALL BOARD
CAULKING -
JAMB DETAIL
WIND❑W
STUCCO FINISH
PERIMETER CAULKING
CONC. OR MASONRY
l x4 OR l x6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 24 0/C.
MAX.
DRYWALL BOARD
CAULKING
DOOR FRAME
FASTEN THRU BUCK W/
W/ 3-1/4' x 1/4' (MIN)
TAPCONS AT 24" 0/C. MAX
IN PREDRILLED HOLES
BY MANUFACTURER
JAMB/HEAD DETAIL
(SGD)
ALUMINUM FRAME
SECURE FRAME TO SILL
WITH SILICONE
CAULKING
a DO v0 ° 0 . Qo
PRECAST OR POURED
SILL
PERIMETER CAULKING
SILL DETAIL
WIND❑W
-DOOR FRAME
FASTEN TO SILL W/
16 x 1" SCREWS
0 2'-0' 0/C
FLOOR COVERING
'o
�°do °o•� d
GROUT BED
CONCRETE SLAB
SILL DETAIL
(SGD)
1x6 P.T. BUCK SET IN DOOR THRESHOLD SET
SEALANT AND SECURED W/ IN BED OF CAULK &
CONC. OR MASONRY CASE HARD NAILS 0 12' O.C. (MAX) FASTENED TO SILL W/
3/16" DIA. TAPCONS
0 18" 0/C
PERIMETER CAULKING
FLOOR COVERING -�
DRYWALL BOARD °o • 0 ° QoQ rr
CEMEN7I7IOUS FINISH
DOOR TRIM PERIMETER CAULKING •0O° °°� d° d ' 0 0d° o
DOOR FRAME FASTENED THROUGH BUCK DOOR TRIM • o
W/ 3-1/4" x 1/4" (MIN) TAPCONS,
WI7H (1 TAPCON 0 PERIMETER CAULKING
6' MIN FROM EA. CORNER; AND CONCRETE SLAB
4 EQ. SPACED TAPCONS ON EA. VERTICAL
LEG W/ MIN. EMBED OF 1 5/8"
HEAD/JAMB DETAIL
EXT DOOR
SILL DETAIL
EXT DOOR
MICHAEL C. ANDERSON
Michae Digitally
signed by
I Michael
Anderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date:
FL. LIC. AR0017305 Anders 2021.03.18
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118 16:34:33
PLANS DESIGNED TO MEET THE REQUIREMENTS OF O n-04'00'
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-077
DATE DRAWN 1-24-21
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2596 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
A 3mO
ANCHOR
SCHEDULE
(SIMPSON STRONG —TIE
PRODUCTS MODEL
NUMBER)
DESIGNATION
MODEL # ALLOWABLE LOADS
NAIL PATTERN
SIMPSON
HETA20
< 1810 >
10-10d x 1
1/2
USE SIMPSON
HETA20 FOR ALL TRUSS
TO BLOCK CONNECTIONS
(U.N.O.)
SIMPSON
MTS12
< 1000 >
14-1Od x 1
1/2
USE SIMPSON
MTS12 FOR ALL TRUSS
TO FRAME CONNECTIONS
(U.N.O.)
SIMPSON
(2) HTS20
< 2900 >
24-1 Od X 1
1/2
TO PLATES
24-1 Od X 1
1/2
TO STUDS
m
,.
•
00
ww
HOLD FACE OF '
0
FLOOR JOIST 1 /2" Z
u-- Q
BACK FROM FACE
•
a
OF BLOCK WALL m
�'' w
(TYPICAL) �n
Q >
j0
8F8-1B
8F16-1B
TYPE DESIGNATION
#5 REBAR AT TOP
MIN. (1) REQ'D
F
= FILLED WITH GROUT / U = UNFILLED
-O'
1-1/2' CLEAR
FQUANTITY
❑F #5 REBAR AT
r BOTTOM ❑F LINTEL CAVITY
¢
C.M.U.
8E16-1B/1T
I
�
'�'•`
GR❑UT
IZ
NOMINAL WIDT
LQUANTITY
#5 REBAR
CAVITTY❑M
NOMINAL HEIGHT
OF #5
REBAR AT TOP
7-5/B'ACTUA
8'
NOMINAL WIDTH
1
• o
00
►,
�7
0
got IN LINTEL 1
2x4 X—BRACING AT
O.C. PROVIDE SIMPSON•
FLOOR JOIST ANCHOR AT EA. FLOOR JOIST ENDT
•. _��i• 1
04
LLJ
Cirf
00
Ckf
40
PROVIDE SIMPSON "HETA20" ANCHOR A�T EA.
We V.-Me M31.14114W11
�o 2x4 BLKG. AT 24" O.C.
2X4 "X" BRACING, TYP. AT TRUSS TOP/BOT. CHORD
2ND FLOOR FRAMING PLAN
SCALE 1 /4" = 1'-0"
2x4 X—BRACING AT
48" O.C. (MAX.) BTWN.
FLOOR JOIST
LL
U,
V;
V
U
a
a
_
Z
0
0
0
PRECAST HEADER SCHEDULE
B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
5'-10"
8RF22-18
8060 PLF
3176 PLF
B-2
4'-6"
8F16-1 B
6113 PLF
2724 PLF
B-3
5'-10"
8F8-1 B
2724 PLF
909 PLF
B-4
NOT USED
B-5
7'-6"
8F16-1 B
2661 PLF
1634 PLF
B-6
17'-4"
8F24-1 B/1 T
1609 PLF
637 PLF
B-7
5'-10"
8F16-1 B
4360 PLF
2023 PLF
B-8
7'-6"
8F24-1 B
5681 PLF
2571 PLF
7'—n" STRK Tn s %'_ n" crov rn
ROOF FRAMING PLAN
SCALE 1 /4" = 1'-0"
WALL LEGEND
INDICATES
INT. BRG.
HT. PER PLAN
INDICATES
PLANT
SHELF HT.
PER PLAN
INDICATES
TOP OF
BLOCK CAD
8'-8" AFF
INDICATES
SECOND FLOOR
EXTERIOR
FRAME WALLS W/ 2X4'S
AT 16" O.C.
FRAMING NOTES:
1. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 L.L./17 D.L.)
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3• AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK
ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24"
O.C. VERT 0 (2)2x4 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0")
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
Aichae Digitally signed
9 Y 9
I by Michael
Anderson
Date:
AnderS 2021.03.18
16:34:54-04'00'
n
FL. LIC. AR0017305
MASTER PLAN REVISION
1-24-21
6-4
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PROJECT
NO. 17-015-077
DATE DRAWN 1-24-21
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2596 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
SHEET
A 4mO
OUTLET
FOR
MICROWAVE
3 #1 CU THHN OR
AL. EQUIVALENT
2" CONDUIT
ELECTRICAL
LOAD CALCULATION
150
30 CKT
2074 S.F, AT 3 VA
6.2
kVA
PANEL
2 SMALL APPLICANCE
CIRCUITS 1500 VA EACH 3.0
kVA
LAUNDRY CIRCUIT
A
150
RANGE
121.5 0
A
1 WATER ATER
.0
kVA
M C. B
DISHWASHER
15
kVA
. .
DISP❑SAL
'" 1.5
kVA
DRYER
5.0
kVA
SUBTOTAL
33.7
kVA
0
METER
FIRST 10 kVA AT 100%
10.00 kVA
2" RIGID O.H. SERVICE F.P.L.
REMAINDER
AT 40%
9.48 kVA
TOTAL OF
OTHER LOAD
19,48 kVA
:1
10 kVA OF
AC AT 40%
4.00 kVA
TOTAL
23.48 kVA
N0. 4 CU. WIRE
23,480 VA
DIVIDED BY 240 V
97.8 A
TO UFER GRND.
POOL SUB
PANEL
30.0 A
TOTAL 127.8 A
USE 150 AMP SERVICE
EXTENT OF AREA
FOR VINYL OR TILE
PER CONTRACT
ELECTRICAL PLAN
SCHEMATIC ELECTRICAL RISER
BACK TO BACK SERVICE
SCALE 1 /4" = 1'-0"
FAN /
LIGHT
LEGEND
-
SURFACE MTD. CEILING FIXTURE
PENDANT FIXTURE
lOj
RECESSED LIGHT
K�
WALL MTD. BRACKET @ 72' A.F,F.
FLUORESCENT FIXTURE
KI
WALL MTD. VANITY LIGHT
®
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
BOO
WALL MTD. SMOKE DETECTOR
Q
CEILING MTD. SMOKE DETECTOR
O
CEILING MTD. CARBON MONOXIDE DETECTOR
CHIMES
CHIMES PUSH BUTTON
TELEPHONE JACK
CABLE TELEVISION JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
220 V. RECEPTACLE
®
DEDICATED 220 V. OUTLET
/ 0
110 V. JUNCTION BOX
SWITCH @ 42' A.F.F.
a -
RHEOSTAT SWITCH @ 42' A.F.F.
TP
U
TOUCH PAD FOR SECURITY SYSTEM
O
CENTRAL VACUUM OUTLET LOCATION
L=
ELECTRICAL DISCONNECT
ELECTRICAL NOTES
1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION
UNLESS NOTED OTHERWISE.
2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS
SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI
CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER
EQUIPMENT AS REQUIRED BY N.E.C.
5. IF NE BRANCH CIRCUITS ARE ADDED:
A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS
SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED
BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER COMBINATION
TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH
CIRCUIT (NEC 210.12 (B)).
B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE
REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN
2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES.
6. SMOKE ALARM DEVICES SMALL BE INTERCONNECTED IN SUCH
A MANNER THAT THE ACTUATION OF ONE ALARM WILL
ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF
SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED
WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND
UPON ACTIVATION OF ONE ALARM.
7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM
THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A
COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS
INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY.
WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING
SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT
PROTECTION.
NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
2020 F.B.C.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichae I Digitally signe
by Michael
n d e rs Anderson
lat
n 2021.03.18
16:35:08 -04'0I
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-077
DATE DRAWN 1-24-21
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2596 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
5mO
CORNER
FLASHING
TAPE
CORNER
FLASHING
TAPE
FLASHING
TAPE
SIDE -
FLASH
TAPE
FIN ----,
CORNER
SIDE -
FLASHI
TAPE
1. CUT THE WATER RESITIVE BARRIER (1C)
O
WINDOW TOP`-__--
t- NAILING FIN
AIL'
WINDOW BOTTOM--'
SILL FLASHING TAPE #1
SILL FLASHING TAPE #2
WATER RESITIVE
ST CUT
TH CUT,
3RD
SCUT
MAKE A 6" CUT UP
FROM EACH TOP
CORNER AT A 450
ANGLE TO ALLOW THE
450
P
WATER BARRIER TO
BE LAPPED OVER THE
FIN AT THE HEAD OF
ID
THE WINDOW.
2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE
OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN
3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT
OVERHANGS 1" TO THE EXTERIOR.
NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP
EACH SIDE OF THE OPENING.
4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (v FROM
EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE
IT TO THE WATER RESISTIVE BARRIER.
5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT
ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G).
NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS.
1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAt
HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN ANC
WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WIN
BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY.
f 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS
SHOWN.
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN.
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C)
4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES
OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL
CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE
COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE
BARRIER AT BOTH UPPER CORNERS OF THE WINDOW.
NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D)
USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS
WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE
THROUGH THE WOOD DECK BY AT LEAST 1/8"
PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE
AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE
ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE
1" 1'-0" 1'-0" 1"
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
+ + + + + + + +
SHINGLE SIDE VIEW '-I-
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE N.T.S.
SHEATHING-'
FRAMING
ROOF
EDGE
e
: 141
1O ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C.
O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8D RING SHANK NAILS
® 6" O.C. ® 4" 0. C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
2x8 RIDGE BOARD
2x6 RAFTERS AT 24" O.C.
MAX. - TOE -NAIL TO RIDGE
BD. W/ (2) 10d NAILS
ROOF
2x4 VERT. STUDS SHEATHING
0 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW)
SIMPSON STRONG -TIE
"H2.5"
AT EA. END OF 2x4
PRE-ENG'RED S*DOES
VERT. STUD
TRUSSES N
NOTES:
1. HURRICANE CONNECTORS REQ'D
AT 8'-0" O.C.ROOF
2. PROVIDE "H2.5"
AT EACH RAFTER ENDSHEATHING
3. PROVIDE 2x8 RIDGE BOARD
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN.
AT LOCATIONS WHERE VALLEY FRAMIN
BEAR ABOVE TRUSS
NOTHAND FRAMED VALLEY DETAIL
REINFORCED/FILLED
CONC. BLOCK CELL
L-BOLT
LONG)WASHER AT ►•�
O.C.��-�2xIB
JAMB DETAIL
2x4 P.T. W/ CONC.
NAILS AT 12" O.C.
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER
HORIZONTAL SPAN IS GREATER THAN 8'-0"
2x6 P.T. FROM BOT. OF
HDR. TO CLG. LINE
2x6 EQUAL EQUAL
P.T. 1/2" DIA L-BOLT
N (8" LONG) W/ 2"
WASHER AT
32" O.C. MAX. -
GARAGE DOOR
OPENING
• CV
ELEVATION
GARAGE DOOR DETAIL
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' ❑.C.
PRE-ENG. TRUSSES
AT 24' O.C.
2X4 45° CROSS BRACING
W/(2)16d NAILS AT EA.
TRUSS WEB MEMBER
2x4 45° CROSS BRACING SCHEDULE
SPAN BRACING REQ'D.
GREATER THAN 20 FT. SPACED 4'-0' O.C.
10 FT. TO 20 FT. (3) PAIRS AT 1/4
LESS THAN 10 FT. P❑INTS (1) PAIR AT
MIDP❑INT
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0' ❑.C. REFER
TO FRMG. PLAN -
(8) 16d
COMMONS TOE
MAILED EA. SIDE -
8x8 U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 BAR CONT.
VERT, #5 BAR AT EA.` REINF.
FILLED CELL PER FDN. PLAN -�
GABLE END SECTI❑N X-X
2x6
P.T.
• (4) 10d NAILS
°
PROVIDE 2X4 BLKG
® 16" O.C. BEHIND
GABLE END TRUSS
•
P.T. 2X4 LEDGER BD.
W/ 1/4" DIA. TAPCONS
(2-3/4" MIN.
EMBE M
STRUCTURAL NOTES:
WOOD STRUCTURAL NOTES:
1.
WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
3 SEC. BURST PER 2020 FBC.
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
2.
WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
THE 2020 FLORIDA BUILDING CODE.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
3.
ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN.
1" COVER ON 6 MIL POLY VAPOR BARRIER OVER
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
COMPACTED CLEAN FILL.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
4.
FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4"
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE
NAILED AT 6" O.C. MAX.
SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94".
W/ 10d NAILS UNLESS OTHERWISE NOTED.
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
6. ALL STRUCTURAL LUMBER EXCLUDING PREENG. WD. TRUSSES
( )
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED.
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN
FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING
ARE TO BE #2 OR BETTER, SPECIES GROUP II
FIBER MESH CONCRETE.
8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
5.
CONCRETE MASONRY UNITS SHALL MEET ASTM C90.
9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
6.
MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI
AS PER DRAWINGS.
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
/
AS DEFINED IN ACI 53-99. fm = 1500 psi
OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM.
11. NAIL PATTERNS:
8.
REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
-DOUBLE PLATE AT 12" O.C. OUTSIDE THE
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12" O.C.
9.
OMIT
-DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
EA. EDGE, 12" O.C. INTERNALLY.
10.
UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
-HEADER TO STUD- 4" O.C. EA. HEADER MEMBER
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
-STUD TO TOP OR BOTTOM PLATE- (2)16d END
ENCLOSED DETAILS.
NAILED OR (2)16d TOE NAILED EA. SIDE
11.
EPDXY ANCHOR ALTERNATE:
-ALL INTERIOR HEADERS TO BE (2) 2x
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
WITH 1/2" FLITCH GLUED AND NAILED
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
WITH 16d AT 8" O.C. STAGGERED.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
12. ROOF SHEATHING TO BE MIN. 15/32" CDX
MIN. HOLE DEPTH
NAILED PER ROOF NAILING PATTERN
/PLWOOD
» »
5�8" 7/8" 6„
DIAGRAM.
3/401
8„
7/8" 1 1 /8"
13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R6OVED
AND/OR MANUALY.
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS.
MIXED PER MFG. DIRECTIONS.
12.
MISSING DOWEL PLACEMENT:
16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2"
SQUARE X 1 /8" THICK HURRICANE WASHER EMBEDDED 5"
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
UNLESS NOTED OTHERWISE.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
N 15/32' CDX PLYWOOD SHEATHING
�- 2x4 BLKG. @ 48' O.C.
(2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
I 2X4 STR❑NGBACK IF GABLE TRUSS IS
I TALLER THAN 8'-0-
�� GABLE END TRUSS SET 3/4'
' FROM FACE OF CONC, BLOCK
15/32' SHEATHING OVER GABLE
I END TRUSS FASTEN WITH 8d
I NAILS AT 6' O.C.
i
2X4 'T' OR 'L' STR❑NGBACK AT GABLE
I VERTICAL LONGER THAN 48' - CEINNECT
I WITH 12d NAILS AT 12' O.C.
I SIMPS❑N HETA20 AT EACH TRUSS
I VERT WEB MEMBER (24' ❑.C. MAX)
16d COMMON
I NAILS AT 6' O.C.
TO 2x6 P.T.
PLATE
CEMENTITI❑US FINISH OVER FRAME
C❑NSTRUCTII❑N
APPLIED 2 LAYERS OF AN APPROVED
+� WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
.►' WRAP.
EXPANSI❑N J❑INT
AT CEMENTITI❑US
2x9IP4. PLATE
_ C❑NT, W/ 1/2'x
8' ANCHOR BOLTS
@ 32' O.C.
CEMENT1T10US COATING ON
LATH OVER 2 LAYERS 15# FELT
OVER 15/32" CDX PLYWOOD
OVER GABLE END TRUSS
GALV. METAL
FLASHING
2X4'S ® 16" O.C.
12
- 6 FIBERGLASS SHINGLES
OVER 15# FELT ON
7/16" OSB
(3) 10d NAILS
VN _.-,_._TOP OF BLOC___
PER PLAN
2X FASCIA
W/ DRIP EDGE
2X4'S ® 16" O.C.
1/2" EXT. GYP. BD.
D ENT) SPACED SIMPSON LU24
le-
16" O.C. 2�-0» 11 ® EACH JOIST/
ROOF AT SLIDING LEDGER BD. CONN.
GLASS DOOR DETAIL-1 STORY
F-9
3 //0 121
EXPANSI!
STRIP &
® JAMB
HEAD LO
(ONLY)
ALL PLANS, DETAILS, AND NOTES ON THESE
DRAWING ARE PROPRIETARY AND CANNOT BE
USED, TRANSFERED, OR OTHERWISE REPRODUCED
WITHOUT THE APPROVAL OF RENAR HOMES
STEEL, MASONRY
OR WOOD FRAMING
MORTAR JOINTS
1/4- TO 3/8"
(TYPICAL)
PANEL
ANCHORS
8" X 8" X 4"
(NOMINAL SIZE)
GLASS BLOCK UNITS
PANEL ANCHORS &
REINFORCEMENT
EVERY OTHER
COURSE OR 16" O.C.
WHICHEVER IS LESS
ASPHALT EMULSION
THIN MORTAR
SPECIFICATIONS SILL LOCATION
GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE)
MORTAR: TYPE "S" PER ASTM C 270.
REINFORCEMENT: LADDER TYPE, 9-GAUGE, 2' WIDE WITH BUTT -WELDED CROSS WIRES AT 16" O.C.,
HOTT DIPPED GALVANIZED.
PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24' X 1 3/4% HOT -DIPPED GALVANIZED, AT
BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10
WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II.
EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE.
SEALANT. SILICONE TYPE.
GLASS BLOCK INSTALLATION
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
Michael Digitally signed
by Michael
Anders Datdrson
e:
on
2021.03.18
16:35:28-04'00'
FL. LIC. AR0017305
PLAN REVI�WREVISIONS
F_
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-077
DATE DRAWN 1-24-21
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2596 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
A 6mO
UD TO
,r STUD
ISS / 2x4
WHEN EXTERIOR SH
FLOOR TRUSS. NO SE
STRAPS ARE REQUIRE
UPLIFT LOAD REOL
PROVIDE SIMPSON 'M1
TRUSS / 2x4 RAII
SIMPSON 'EETA2
STUDS ALIGNED STUDS UNALIGNED
BETWEEN FLOORS BETWEEN FLOORS
2-STY. INTERIOR BEARING WALL STRAPPING
STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING
WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS
ONLY (NO UPLIFT LOADS)
ALL REQUIRED HANDRAILS SHALL 13E ONE OF THE FOLLOWING TYPES OR PROVIDE
EQUIVALENT GRASPABIIJTY:
TYPE I: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE
DIAMETER OF AT LEAST 1 1/r AND NOT GREATER THAN 2'. IF THE HANDRAIL IS NOT
CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER
THAN 6 1/4' WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 1/4". EDGES
SHALL HAVE A MINIMUM RADIUS OF 0.01".
zi
TYPE II: HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4' SHALL HAVE A
GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER
z
RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4' MEASURED VERTICALLY FROM THE
TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16' WITHIN
7/8" BELOW THE WIDEST PORTION OF THE PROFILE THIS REQUIRED DEPTH SHALL
CONTINUE FOR AT LEAST 3/8' TO A LEVEL THAT IS NOT LESS THAN 1 3/4" BELOW
8
THE TALLEST PORTION OF THE PROFILE THE MINIMUM WIDTH OF THE HANDRAIL ABOVE
THE RECESS SHALL BE 1 I/4' TO A MAXIMUM OF 2 3/4'. EDGES SHALL HAVE A
MINIMU RADIUS OF O.W.
OPENING LIMITATIONS:
BALUSTERS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE RAILING
HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4' IN DIAMETER.
_
THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY A RISER,
D
TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE r IN DIAMETER.
z
z
m
TOTAL STAIR RUN
70
MINIMUM TREAD (NOT INCLUDING NOSING) 10" WIDE
1' NOSING —
I= ST
1' NOSING
2X12 TREAD -
W PLYWOOD RISER
S
s�
A
rc is�
/
\
2X4 P.T. KICK PLATE
T O G PLYWOOD SUBFLOOR
FLOOR TRUSS
- NAIL (2)2X4 TO BOTTOM OF
FLOOR TRUSS 12" OR LESS IN
DEPTH
/
2X8 STAIR LEDGER - CONNECT TO FLOOR
/
TRUSS W/ (2)-10d NAILS AT 6' O.C. MAX.
/
OR EQUIVALENT
/ CONNECT CARRIAGE
TO LEDGER
W/ 2)-10d
TOE -NAILED
COMMON STAGGERED
EACH SIDE
CONNECT PLYWOOD
RISER M
TREAD WITH (4)-8d NAILS
=2 CARRIAGE AT SIDES AND
CENTER OF STAIRS WITH 2X6
SPACER AT SIDE WALLS -
CONNECT SPACER TO EACH STUD
WITH (2) 10d COMMONS
TYP. STAIR SECTION
NOTE:
:ATHING EXTENDS TO BOTTOM OF
RIND FLOOR STUD TO FLOOR TRUSS
D. SHEATHING PROVIDES REQUIRED
IREMENT. AT THESE LOCATIONS,
512" 1ST FLOOR STUD TO TO FLOOR
AT FRAME WALL LOCATIONS OR
)' AT BLOCK TO FLOOR TRUSS
LOCATIONS.
f EACH
fE
INDICATES GABLE END
FLOOR TRUSS
LSTA24 OR
AT EACH
OTTOM PLATE
STUDS UNALIGNED
BETWEEN FLOORS AS WELL AS STUDS UNALIGNED
W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT
CONTINUOUS 2x6 TOP RAIL
- CONNECT TO FLOOR
TRUSS W/ (6) 16d NAILS
PROVIDE 8d NAILS AT r O.C. EXT.
SHEATHING NAILING PATTERN
(2) ROWS AT 2X6 TOP RAIL
(1) ROW AT 2x4 BOTTOM RAIL -
CONTINUOUS 2X4 BOT. RAIL
- CONNECT TO FLOOR
TRUSS W/ (4) 16d NAILS
(2X4 P.T. IF IINKCCONTACT W/
CO
ALTERNATE FLOOR
TRUSS END RAILS
IN LIEU OF 2X4 BLOCKING
BTWN. RAILS AS PART OF
FLOOR TRUSS END CONST.
8d NAILS AT 3' O.C. AT ROOF TRUSSES OR 2x
SHEATHING EDGES - RAFTERS AT 24" O.C. -
STAGGER NAILS BTWN. CONNECT W/ (2)16d MIN.
PANEL EDGES COMMONS TOE -NAILED TO
TOP PLATE
NOTE: ALL NAILHEADS ------rT--—TI----�' •--
SHALL PENETRATE THE
FACE OF THE SHEATHINGBY
MORE THAN THE
NAILHEAD THICKNESS LlI I�I
SIMPSON 'SPH4" AT EACH
Li II II
STUD TO TOP PLATE -
--1 —LL--- 11----J
------R----TI--- --
Bd NAILS AT 6" O.0 AT l I I I
FIELD STUDS I•I I•I L1
I L
I•I I
2X4 CONTINUOUS
BLOCKING ON EDGE OR
FLAT - ALIGN WITH EDGE
I•I I•I
OF EXT. SHEATHING
(LOCATE AT MID -WALL
I
I.I I•I �
II II
HT. W/ NO SHEATHING) —
I•I I•I �
II II
8d NAILS AT 3' O.C. AT I•I I•I
SHEATHING EDGES
STAGGER NAILS BTWN. I I I I 1
2x STUDS AT
PANEL EDGES I•I I•I
II I �1
1ST D.C.
I.I �•� l
NO STRAP REQUIRED AT
STUD TO PLATE IF
I•I I
SHEATHING CONTINUOUS TO
Sd NAILS AT 3' O.C. I I I I
BOTTOM OF FLOOR TRUSS
HORIZ. AT 2x SILL PLATE I•I I•I
II II �
FLOOR TRUSSES AT
24' D.C.
2X4 BLOCKING BTWN.•—•—
RIMBD.ATALL
SHEATHING EDGES I I.1 I•I I I
2x4 BLOCKING BTWN.
1 1 I.1 1 1 I I-�-
RIM BD. AT ALL
--1 --L'L—----1'L— y --
. . . . . . . . . . . . . . . . . . .
SHEATHING EDGES
PROVIDE DOUBLE ROW OF 8d NAILS
8d NAILS AT 3' O.C. HOIZ
AT ALTERNATE CONT. 2X6 TOP RAIL
AT TOP AND BOTTOM RIM
I.L.O. NAILING TO FLOOR TRUSS BLKG.
OU•• OR TRUSS CHORD
BTWN. RAILS
CONC. BLOCK EXT. WALL
EXT. WALL SHEATHING -
DETAIL AT 2-STY.-
REQUIRED NAILING PATTERN AS
NOTED FOR SHEATHING TO ACT AS
UPLIFT LOAD CONNECTOR BETWEEN
WALL STUDS AND FLOOR TRUSSES
3 /, n 12�
PLAN
BLOCK WALL
GABLE TRUSS
SIDE ELEV. ,.
2ND STY. CORNER HOLD-DOWN DETAIL
(2) SIMPSON "HETA20'
STRAPS CONNECTING
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BLOCK WALL
I SIMPSON 'LSTA36" STRAPS
INECTING 2ND STORY CORNER
TUDS TO GABLE END FLOOR
TRUSS - LOCATE 1 Yt FROM
CORNER EDGE
- 2x4 CORNER WALL STUDS
H. 2x4 SPACERLL W,
ABOVE WALL SII
ALIGN STRAP IN CENTEF
DO NOT PLACE STRA
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BLKG. BELOW
-(2) SIMPSON 'LSTA36"
OVER EXTERIOR SHEA
CONNECTING 2ND STORY
STUDS TO GABLE END
TRUSS - PROVIDE S
BLOCKING FOR STRAP I
2X4 OR 2x6 RIM BOAF
PROVIDE SOLID BLOCKING
AT CORNERS
(2) SIMPSON "HETA26
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INSIDE FACE OF GAB
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CONTINUOUS ACROSS 1ST (2) TRUSS BAYS
CONNECT TO EACH BOTTOM CHORD W/ (4)
tOd NAILS
SIMPSON 'HETA20' STRAP
AT 24" O.C. PROVIDE SOLID
2x4 BLKG. BTWN. TOP /
SOT. CHORDS WHERE STRAP
DOES NOT ALIGN WITH
TRUSS VERTICAL
GABLE END FLOOR
TRUSS DETAIL
SEE ROOF PLAN FOR REQ'D
STRAP AT EA. MENBER
REFER TO HEADER SCHEDULE
FOR SIZES
16' O.C.
SPAN
SIMPSON 'LSTA24' STRAP
AT HEADER STUD TO BEAM
(2) STRAPS EACH SIDE VAIN
(4) OR MORE TRUSSES
ACROSS OPENING
SIMPSON "LSTA24' STRAP
AT HEADER STUD TO RIM
BD. / BLOCKING FOR
OPENINGS > 5'-O"
2X4 OR 2X6 RIM BD. BTWN.
FIR. TRUSSES - CONNECT
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2x4 P.T. RIM SO. BTWN. FLR.
TRUSSES - CONNECT TO
TRUSS W/ (4)16d NAILS
DBL 2x4 SOLID BLOCKING
BELOW HEADER STUDS OF
OPENINGS > 5'-0'
SIMPSON 'HETA20' STRAP AT
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24" O.C. AT GABLE END TRUSS
2-STY. EXT. FRAME
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FIBERGLASS SHINGLES OVER 15f FELT (r SIDE
LAP, 4' END LAP AND CAP NAILS AT 12' CN
CENTER EDGE 24 ON CENTER FIELD) ON 12
15/32' O.S.B. SHEATHING AND PER
PRE-ENGINEBtED WOOD ROOF TRUSSES AT ELEV.
24' ON CENTER MAXIMUM ( SEE ROOF NAILING
PATTERN DETAIL FOR SHEATING) (SEE SHINGLE 0000
NAILING DETAIL FOR SHINGLES��
GALVINIZED METAL OR
ALUMINUM DRIP EDGE OVER HURRICANE STRAP AT EACH
FASCIA
TRUSS SEE ROOF PLAN
R-30 INSULATION
4'-0'
DIAPHRAGM AREA FASTEN WITH 5d NAILS AT
4" ON CENTER FIELD AREA AT 7' ON CENTER
1/r GYPSUM BOARD
CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH
FASCIA TO
SIMPSON SPH4 AT EACH STUD
BE ALUM.
OVER 2 X 6
CONTINUOUS ALUMINUM VENTED SOFFIT
SUBFASOA.
CONTINUOUS 2 X 4 SOLID WALL BLOCKING ON
EDGE OR FLAT AT SHEATHING JOINT. NAILS
ARE PERMITTED TO PENETRATE 2" X r
BLOCKING SET ON EDGE.
R-11 MINIMUM INSULATION REFER TO ENERGY
CALCULATIONS FOR REQUIRED INSULATION.
CEMENTITIOUS COATING ON LATH OVER (2) LAYERS
15/ FELT OVER 15/32" COX PLYWOOD SHEATHING
SEE DETAIL FOR REQUIRED NAILING PATTERN
W
2 X 4 STUDS O 18' ON CENTER
TRUSS
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CONTINUOUS 2 X 4 TOP AND BOTTOM RAIL
x
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TREATED.
K-
3/4" TONGUE AND GROOVE PLYWOOD FLOOR
NAILED AND GLUED WITH Sd NAILS O 12' ON
rn
CENTER IN FIELD AND 6" ON CENTER AT
PANEL EDGES
PRE ENGINEERED FLOOR TRUSSES O 24" ON
CENTER TGG
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15/32' PLYWOOD
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WOOD TRUSSES
CEMENTITI❑US
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FELT
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FLASHING
FLASHING / CONTROL
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Y *
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MEMBRANE BRIDGE
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FLASHING / CONTROL
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BLOCK
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
MICHAEL C. ANDERSON
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
Michael Digitally signe
by Michael
AnderS Datte:rson
on 2021.03.18
16:35:42 -04'0 '
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichael Digitally signe
by Michael
n d e rS Dade rson
n 2021.03.18
16:36:02 -04'01
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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DATE DRAWN 1-24-21
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2596 SQFT
CUBIC VOLUME OF
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REF. LINES
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MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichael Digitally sign
by Michael
n d e rs Da Ane:rson
n 2021.03.18
16:36:18 -04'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2596 SQFT
CUBIC VOLUME OF
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