HomeMy WebLinkAboutAPPROVED Plans 9542 Seaspray Drive Lot 50 Berkshire Spec(1)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
PRODUCT
APPROVAL
DESIGN
PRESSURES
3068
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"
FL21135.11
+40.0 - 40.0 PSF
W/ SDLT.
SMOOTH STAR
TAPCONS SPACED 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
cC >>
WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK
FL9174.8
+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" FROM CORNERS, 17"
FL15332.9
+/- 58.2 PSF (MIN)
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
O
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TN
g O
WINDOW
185 SH
MI WINDOWS AND DOORS
"
1/8 ANNEALED
ANCHORS 3" FROM CORNERS, HEAD:3 ANCHORS, JAMBS: ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
0
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)
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
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)
GLASS BLOCK
8"x8"x4" THICK
SEVES 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 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)
ALL ANCHORS ARE #6 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
0
FIXED GLASS
185 PW
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)
FIXED GLASS
185 PW
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL15349.5
+/- 55.0 PSF (MIN)
UNDERLAYMENT
30# ASPHALT
SATURATED
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
THE SHEET
FL12328.7
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 6-1/81" ABOVE BUTT
FL18355.1
PRODUCTS, INC.
EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION
>>
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
+/- 50.0 PSF (MIN)
MATERIALS
HURRICANE SHUTTERS
28 GAUGE GALV.
EASTERN METAL SUPPLY
>>
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
SPAN CHARTS
PANELS
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
HAZARDS'
AIR
FREEZING
MEAN
ANNUAL
Speed
Topographic
Weathering'
Frost line
Termitec
LOAD
(mph)
effectSk (NA)
CATEGORY
depth
TEMPO
REQUIRED
INDEX
TEMP
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 NOT 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 SQ. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT - 11.74 SQ. IN. / SQ. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED - 267.9 SO. FT. X 11.74 SQ. IN. / SO. FT. X 1 SO. FT. / 144 SQ. IN. = 21.84 SQ. FT.
CONCLUSION:
VENTILATION PROVIDED = 21.84 SQ. FT. > VENTILATION REQUIRED = 10.43 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
*PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION)
TYPE OF CONSTRUCTION: CBS X
BUILDING DESIGN: ENCLOSED X
ULTIMATE DESIGN WIND SPEED:140 MPH
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:
I
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE).
SHUTTERS: YES X NO
IMPACT RESISTANT ASSEMBLY: YES NO_X
ROOF LOAD:
TOP CHORD:
BOTTOM CHORD:
FLOORLOAD:
•-CHORD:
• . •-
LIVE LOAD: 20 PSF
LIVE LOAD: 10 PSF
(NON -CONCURRENT)
PARTIALLY ENCLOSED
170 MPH
I have reviewed the above product approval
information and approved it.
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
COMPONENTS AND CLADDING WIND PRESSURES PER
2020 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. 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 r.
ichae
ANDERSON
Digitally
signed by
I
Michael
Anderson
Date:
2021.08.17
Anders
n
17:05:19
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-26-21
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PROJECT
NO. 17-015-050
DATE DRAWN 4-26-21
DRAWN BY MCA
BERKSHIRE 2177 131
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 150 SQFT
ENTRY 28 SQFT
TOTAL 2744 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
CVR
38'-0"
00
d-
IM
LT nL-r n 1 V U1 .
CONC. FTG. W/
3- #5 E.W.
CONC.
SLAB-
6x6 - 1Ox10 WWF I.. --OUTSIDE LINE
OR FIBER MESH I OF EXT. WALL w
CONC. 6x6 - 1Ox10 WWF x
1 1 /2" LAB F- OR FIBER MESH Q
_ i
BARS o d
AA DETAIL
6x6 - 10x10 WWF
OR FIBER MESH
CONC. 8»
SLAB
-- �- o
2- • I
BARs
2'-0„
C DETAIL
1
� j
MAX..
SLOPE
— = --------
GRADE ------
3- ##5
BARS
BB DETAIL
1
CONC.
SLAB
ARIES
3- #5
BARS 8
CONC. 1-#5
SLAB BAR
4„ _jj 00
-
G DETAIL
1
CONC. of
SLAB
BAR5 - \
4,J1,-4„`4,f
K DETAIL
1
PIPE
SLEEVE
(DIA.
LARGER
THAN
PIPING
THRU
FTG.,
Q �7 5/8"
1'-8»
rDD DETAIL
1
GRADE
2-
BARS
o d-
8„ 1'-4„
/ A \ DETAIL
1
V)
CONC.
SLAB <
>
2-# 01.
I, I
D DETAIL
1
1- 7 5/8" (BLOCK
5 N
CONC. BAR CONC. w
SLAB SLAB i Q
3- #5
8' BARS
H DETAIL JJ DETAIL - S.G.D.
1 1
CONC7--]
SLAB 8„ VARIES 8„
SHOWER
M RECESS
GRADE I 2_#5
g"BARS
1'-4"
B DETAIL
1
6x6 - 10x10 WWF
OR FIBER MESH
CONC. SLOPE
SLAB
GRADE 3- GRADE
12"(MIN) BARS .
BELOW "20
3" MIN.,
FTGPER
DEPTH
3" MIN. 3" MIN. — DETAIL
X�ZFOOTING &
REBAR
TRANSITION
PIPE THRU
PF FTG. DETAIL
1
L DETAIL
1
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC - 51'-5"
BD - 51'-5"
DIMENSIONS ARE
ROUNDED TO THE
CLOSEST INCH
SCALE 1 /4" = 1'-0"
L,
KITCHEN
BATH
F DETAIL
1
5 1/2" FRAME
7 5/8" BLOC N w
CONC.
SLAB >
I
8" • 1'-4" 2 - # 5
BARS
/J\ DETAIL - S.G.D.
1
OR SEPTIC TANK
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
Michae
Digitally si ne
9 Y 9
I
by Michael
Anderson
Anders
Date:
2021.08.17
on
17:05:43 -04'0
'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-26-21
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PROJECT
NO. 17-015-050
DATE DRAWN 4-26-21
DRAWN BY MCA
BERKSHIRE 2177 B1
LIVING 2177 SOFT
GARAGE 367 SOFT
LANAI 150 SOFT
ENTRY 28 SOFT
TOTAL 2744 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
FORM AND POUR
8x8 CELL
8x8x16 KNOCKOUT
LINTEL BLK. COURSE 1
PLYWD. GUSSETS AT
EA. SIDE 8x8 CELL
CONT. #5 BAR IN
LINTEL TOP COURSE
(2)2x6 BLKG. TO FORM f �- #5 BAR HOOK INTO
VOID IN LINTEL COURSE-/J REINF. FILLED CELL
TO RUN VENT STACK
LINTEL COURSE PLAN ABOVE
TOP OF BLOCK
+8'-8" A.F.F.
VENT STACK AT DINING RM.
fv-FORM AND POUR
8x8 CELL AT LINTEL COURSE
3x8x16 KNOCKOUT
-INTEL BLOCK TOP COURSE
=ILL W/ CONC. & 1-#5 BAR
WINDOW
ROUGH
OPENING REINF. FILLED
BLOCK CELL EA.
VERTICAL VENT
STACK BLK. CELL
INDICATES VERTICAL
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
tor
VENT STACK DETAIL AT DINING RM.
00
M
04
14'-2"
+7'-4" C
HDR. HT. O
2ND FLR.
BRG. WALL HT.
0
I
00 7,•
OF
TOP OF 2;
2ND FIN. FLR.
w
1n
M
H
a
O
V f
_0w
f
r
U)
Of
c�
TOP OF SLAB
1 1 /4" DIA. HAND
TOP 32" ABV. LEA
EDGE OF TREAD
OF FIRST RISER
FOYER/STAIR ELEVATION
38'-0"
r ■ BOT. PRECAST LINTEL
+7'-4" A.F.F.
1 V-0"
LANAI
8'-8" CLG.
6'-O„ 1
■ BKFT.
00 8'-8" CLG.
I
=� FAM.
8'-8" CLG. r '
FLAT BARTOP W/'
■ 2x4 KNEE WALL
BEL01f
r
4 36" ARG
OPNG.
"o
■ 16'-47/8" 1 5'-5"
Y
U
0
J
m
w
0
m
�- 30"
RAD.
I
OPEN
8'-10"
12'-4"
7'-1"
_t_HB
■ 1 ■
■
5
SH.
REF.
lot -0"
VE
®
■
MICR
W/
ml O
EX
ER
KIT. r O
8'-8" CLG.
jI
. �
I SINK W/
■
it
I1 DISP.
"q-
j I DW
Ij O 0
r
I
8 -6 '-6'
"5' t-
< w
14'-107%8„
on
N >
3" VENT
STACK
TO HALL BATH
ABV.
■
T
WINDOW SCHEDULE
O
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
52.125"X62"X52.125"R
q
35 SH ELLIPSE
X55.017" LEG
55
22
1
MUNTINS
B
35 SH
52.125"X62"
.55
.22
1
22.4 S.F.
C
PR. 25 SH
36"X62"X2 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
22"X22"
.45
.26
1
TEMP.
GLASS (FRAME WALL)
3.4 S.F.
BRG. WALL -i SEE DETAIL --�`
AC HT. +8'-8"
oom o0 00
2xN +a DINING+7'-4" 1 I
�N 8'-8" CLG. HDR. VR
0
LO
FIRST FLOOR PLAN
t�__'!B
SCALE 1 /4" = 1'-O"
(3)2x4 STUD
COLUMN AT
CORNER
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
38'-0"
DOOR SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
30�68 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
6'-5" g'-g" 6'-3J4»
(3) 2X4 STUD
COLUMN AT
CORNER
I
00
r
7'-11y2"
' TUB
w
z=
Y
0)-3
"
i�
3'-3 2
0
+6'-8"
E uno uT E
SECOND FLOOR PLAN
SCALE 1 /4" = 1'-0"
+6'-8"
(3) 2X4 STUD
COLUMN AT
K �
O
+6'-8"
HDR.
HT.
(3)2x4 STUD
COLUMN AT
CORNER
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER PLAN
INDICATES TOP OF
BLOCK 0 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, 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
Digitally
signed by
Michael
Anderson
n d e rs
Date:
2021.08.17
n
17:05:56
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-26-21
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PROJECT
NO. 17-015-050
DATE DRAWN 4-26-21
DRAWN BY MCA
BERKSHIRE 2177 B1
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 150 SQFT
ENTRY 28 SQFT
TOTAL 2744 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
NOTES:
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).
LEFT SIDE ELEVATION
WINDOW PRESSURE CHART 160 MPH
TAG
PRESSURES
ZONE
SgFt
10
+27.6 / -30.0
4
0-19.9
O2
+26.4 / -28.7
4
20-49.9
30
+24.8 / -27.1
4
50-99.9
�4
+23.5 / -25.8
4
100-499.9
O5
+27.6 / -37.0
5
0-19.9
O6
+26.4 / -34.5
5
20-49.9
O7
+24.8 / -31.2
5
50-99.9
�8
+23.5 / -28.7
5
100-499.9
O
+23.5 / -25.7
INT.
112
PRE-ENGINEERED
ROOF TRUSS -
L'
CONCRETE "U" BLOCK
TIE -BEAM TOP COUR:
HORIZ. 2X2 NAILED TO
VERT. 1 X2'S W/ 12d X
3-1/4" NAIL
SOFFIT DETAIL
ATTACHMENT PER MFRS.
RECOMMENDATIONS
1/8" = 1'-0"
16" OVERHANG
TYPICAL UNLESS
OTHERWISE NOTED
CEMENTITIOUS COATING
ON LATH
CEMENTITIOUS COATING
ON BLOCK
12
61
TOP OF PLATE
+18'-0 3/4" A.F.F.
CEMENTITIOUS COATING ❑
ON LATH 0
�J I o 2
r o TOP OF SECOND
C = E.J. FINISH FLOOR
--- ---------------1�7±10' _04'-' A_F.F._
CEMENTITIOUS COATING F
❑ TOP OF BLK.
ON BLOCK +8'-8" A.F.F.
2 �o
2:
I
o r_3:
_-_ _ _ TOP OF SLAB
-------- - - +07-0" A.F.F.
REAR ELEVATION
1 /8" = 1'-0"
12
61
_TOP OF PLATE
- - - -
- - - -
+1- 3/4" A.F.F. - - -- - - -
I
RAISED QUOINS WITH -
2" BEVEL, TYP.
1 X2 NAILED TO TRUSS TAILS
W/ (2)-8d NAILS
-ATTACHMENT PER MFRS.
SEE PL N RECOMMENDATIONS
STAPLES 0 8" O.C. PER MFRS.
RECOMMENDATIONS
CONTINUOUS VENTED SOFFIT
N.T.S.
TOP OF SECOND
FINISH FLOOR
_-- _-_--- +10'-0 3/4" A.F.F. _ _ _--
TOP OF BLK.
ENTRY +8'-8" A.F.F.
ENTRY -
- BEYOND BEYOND
TOP OF SLAB
-----------+0'-(5" A.F.F.---------
RIGHT SIDE ELEVATION
RIDGE HEIGHT
+27'-0" A.F.F.
12" SQ. CONC. -y
BLK. COLUMNS
FRONT ELEVATION
1Rim krRvo. JY- J
1 /4"
V-2 7/8"
tf)
to
❑O'
TOP OF PLATE
+18 -0 3/4" A.F.F.
TOP OF SECOND
FINISH FLOOR_
+10'-0 3/4" A.F.F.
TOP OF BLOCK
+8'-8" A.F.F.
H
._j
a�
o�
TOP OF SLAB
-- +0'-0" A.F.F.
(REF. ELEV.)
CEMENTITIOUS COATING
BLOCK
0 0
N N
Lp___1?
8 -4
O
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 THRU BUCK W/
3/16 0 1/4" TAPCON
SCREWS 0 24' 0/C
MAX. IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMEN777IOUS FINISH
HEAD DETAIL
WINDOW
1 /4" = 1'-0"
ALUMINUM FRAME
FASTEN 7HRU BUCK W/
3/1670 1/4" TAPCON
SCREWS 0 24' 0/C
MAX. IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMENTITIOUS 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
1x4 OR 1 x6 P. T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
J pO COIL NAILS AT 24' 0/C.
° °° p • 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
CONC. OR MASONRY
DRYWALL BOARD
DOOR TRIM
DOOR FRAME FASTENED THROUGH BUCK
W/ 3-1 4" x 1/4" (MIN) TAPCONS,
WITH (1�TAPCON
6' MIN FROM EA. CORNER; AND
4 EQ. SPACED TAPCONS ON EA. VERTICAL
LEG W/ MIN. EMBED OF 1 5/8"
1'-2 7/8"
ALUMINUM FRAME
SECURE FRAME TO SILL
WITH SILICONE
fla° 1 . o ° •°
0 Oo.
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
00° °00
N�i
GROUT BED
CONCRETE SLAB
SILL DETAIL
(SGD)
1x6 P.T. BUCK SET IN DOOR THRESHOLD SET
SEALANT AND SECURED W/ IN BED OF CAULK &
CASE HARD NAILS 0 12" O.C. (MAX) FASTENED TO SILL W/
3/16" DIA. TAPCONS
® 18" 0/C
PERIMETER CAULKING
00. FLOOR COVERING -�
° ° CEMEN7I17OUS FINISH
. °
PERIMETER CAULKING (% d° o°O p° d 60000
DOOR TRIM °
PERIMETER CAULKING
CONCRETE SLAB
SILL DETAIL
EXT DOER
MICHAEL C. ANDERSON
ichae Digitally si ne
g y g
by Michael
Anderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs Date:
FL. LIC. AR0017305 A2021.08.17
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 17:06:10 -04'0
(772)418-2118 n
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-26-21
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PROJECT
NO. 17-015-050
DATE DRAWN 4-26-21
DRAWN BY MCA
BERKSHIRE 2177 B1
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 150 SQFT
ENTRY 28 SQFT
TOTAL 2744 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
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.)
PROVIDE SIMPSON "HETA20"
ANCHOR AT EA. FLOOR JOIST END
HOLD FACE OF
FLOOR JOIST 1/2"
BACK FROM FACE
OF BLOCK WALL
(TYPICAL)
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2x4 X—BRACING AT
48" O.C. (MAX.) BTWN.
FLOOR JOIST
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 > 24-1Od X 1 1/2
TO PLATES
24-1 Od X 1 1/2
TO STUDS
HOLD FACE OF
FLOOR TRUSS 1/2"
BACK FROM FACE
OF BLOCK WALL
(TYPICAL)
2x4 X—BRACING AT
48" O.C. (MAX.) BTWN.
2x4 BLKG. AT 24" O.C.
AT TRUSS TOP/BOT. CHORD
2ND FLOOR FRAMING PLAN
SCALE 1 /4" = 1'-0"
2X4 "X" BRACING, TYP.
8F8-1B 8F16-1B
TYPE DESIGNATION
H�
F = FILLED WITH GROUT / U = UNFILLED =
rQUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
_
a
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.
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.
#5 REBAR AT TOP
—MIN. (1) REQ'D
1-1/2' CLEAR
GROUT
in
NOMINAL WIDT zo #5 REBAR AT BOTTOM
QUANTITY OF #5 OF LINTEL CAVITY
N❑MINAL HEIGHT—]REBAR AT TOP
7-5/8'ACTUA
8' N❑MINAL WIDTH
F
■
Ew
No
T
r
cl
i_ 2
--HOLD FACE OF
FLOOR JOIST 1/2"
BACK FROM FACE
OF BLOCK WALL
(TYPICAL)
—2x4 X—BRACING AT
48" O.C. (MAX.) BTWN.
FLOOR JOIST
PRECAST HEADER SCHEDULE
B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
5'-10"
8RF22-1B
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"
8F24-1B/1T
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
B-9
10'-6"
8F16-1 B/2T
1533 PLF
1183 PLF
B-10
14'—Olt
8F16-1 B/2T
1002 PLF
709 PLF
7'-n" STRK_ Tn - 7'_n" CTRK Tn
•.• 1 IN A i
SCALE 1 /4" = 1'-0"
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES TOP OF
BLOCK ® 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 V-4" UNLESS NOTED OTHERWISE
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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
fAichae
Digitally
signed by
I
Michael
Anderson
n d e rs
Date:
2021.08.17
n
17:06:27
-04'00'
FL. LIC.
AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-26-21
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PROJECT
NO. 17-015-050
DATE DRAWN 4-26-21
DRAWN BY MCA
BERKSHIRE 2177 B1
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 150 SQFT
ENTRY 28 SQFT
TOTAL 2744 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
4 AffM
ELECTRICAL LOAD CALCULATION
2074 S.F. AT 3 VA 6.2 kVA
2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA
LAUNDRY CIRCUIT 1.5 kVA
RANGE 12,0 kVA
1 WATER HEATER 3.0 kVA
DISHWASHER 1.5 kVA
DISP❑SAL 1.5 kVA
DRYER S.n kVA
SUBTOTAL 33.7 kVA
FIRST 10 kVA AT 100%
10.00 kVA
REMAINDER
AT 40%
9.48 kVA
TOTAL OF
OTHER LOAD
19.48 kVA
10 kVA OF
AC AT 40%
4.00 kVA
TOTAL
23.48 kVA
23,480 VA
DIVIDED BY 240 V
97,8 A
POOL SUB
PANEL
30.0 A
TOTAL 127.8 A
OUTLET
FOR
MICROWAVE
USE 150 AMP SERVICE
FAN /
LIGHT
ELECTRICAL PLAN
3
#1 CU THHN OR
AL. EQUIVALENT
2" CONDUIT
4 CU. WIRE
LIFER GRND.
SCHEMATIC ELECTRICAL RISER
(BACK TO BACK SERVICE)
SCALE 1 /4" = 1'-0"
LEGEND
-0-
SURFACE MTD. CEILING FIXTURE
4-
PENDANT FIXTURE
l0�
RECESSED LIGHT
K"
WALL MTD. BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
WALL MTD, VANITY LIGHT
EXHAUST FAN
EXHAUST FAN W/ LIGHT
V
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
[
WALL MTD, SMOKE DETECTOR
Q
CEILING MTD. SMOKE DETECTOR
O
CEILING MTD. CARBON MONOXIDE DETECTOR
-®-
CHIMES
CHIMES PUSH BUTTON
®
TELEPHONE JACK
TV
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
a
110 V, JUNCTION BOX
-6�
SWITCH @ 42' A.F.F.
0-
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 SHALL 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 .dig jRSQ
licha .
"y
signed by
I Michael
Anderson
, n d e rS Date:
2021.08.17
n 17:06:40
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-26-21
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PROJECT
NO. 17-015-050
DATE DRAWN 4-26-21
DRAWN BY MCA
BERKSHIRE 2177 B1
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 150 SQFT
ENTRY 28 SQFT
TOTAL 2744 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
CORNER -
FLASHING
TAPE
FLASHING
TAPE
SIDE
FLASHIN
TAPE
1. CUT THE WATER RES111VE BARRIER (1C)
CHECKRAIL
WINDOW BOTTOM"
SILL FLASHING TAPE #1
SILL FLASHING TAPE #2-
WATER RESITIVE
4TH CUT,
MAKE A 6" CUT UP
FROM EACH TOP
CORNER AT A 450
ANGLE TO ALLOW THE
WATER BARRIER TO
BE LAPPED OVER THE
FIN AT THE HEAD OF
THE WINDOW.
2. FOLD THE WATER RESISTIVE BARRIER (1D). 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 (" 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 AN[
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.
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»
+ + + + + + + + + + +
+ + + + + + + + + ..
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
+ + + + + + + +
+ + + + + + + +1
SHINGLE SIDE VIEW 1
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE N.T.S.
4' 711 ROOF EDGE 4'
I
-------}------------------------------- '
EDGE 2n O ROOF
-, A EDGE
i
2r
14-
RIDGE
I <
4 3r ; 2r
tx
tx
2r
-------I-------------------------------------------------------
3e ; 2e ; �
ZONE 1: 8d RING SHANK NAILS C 4" O.C. ON EDGE AND 6" O.C. IN FIELD
ZONE 2e, 2n, 2r: 8d RING SHANK NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD
ZONE 3, 3e, 3r: 8d RING SHANK NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD
SHEATHING-- I
FRAMING
-nil
REINFORCED • ,% W
• •BLOCK
%%0
L-BOLT
LONG)►��
WASHER AT
m
O.C.
JAMB DETAIL
2x4 P.T. W/ CONC.
NAILS AT 12" O.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) 1Od NAILS
2x4 VERT. STUDS
0 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW)
ROOF
SHEATHING
SIMPSON STRONG -TIE
"H2.5"
AT EA. END OF 2x4
PRE-ENG'RED SEE VERT. STUD
TRUSSES - NOTE #4
NOTES;
SEE
1. HURRICANE CONNECTORS REQ'D NOtE #4
AT 8'-0" O.C.
2. PROVIDE "H2.5" ROOF
AT EACH RAFTER END SHEATHING
3. PROVIDE 2x8 RIDGE BOARD
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES
AT LOCATIONS WHERE VALLEY FRAMING DOES
NOT BEAR ABOVE TRUSS
HAND FRAMED VALLEY DETAIL
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
io
2x6 EQUAL EQUAL
P.T. �t 1/2" DIA L-BOLT
N (8" LONG) W/ 2"
WASHER AT
x 32" O.C. MAX. -
M GARAGE DOOR
OPENING
• N
ELEVATION
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' ❑.C.
PRE-ENG. TRUSSES
AT 24' D.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' D.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' D.C. REFER
TO FRMG. PLAN -
(2) 16d
COMMONS TOE
NAILED EA. SIDE -
T
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160�MPH PEAK WIND GUST FOR
3 SEC. BURST PER 2017 FBC.
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2017 FLORIDA BUILDING CODE.
3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
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
COMPACTED CLEAN FILL.
4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4"
COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE
SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94".
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING
FIBER MESH CONCRETE.
5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90.
6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
AS DEFINED IN ACI 53-99. f'm = 1500 psi
8. REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
9. OMIT
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
11. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
MIN. HOLE DEPTH
1/2 3/4"
5/8" 7/8» 6"
7„
3/4" 1 » 8„
7/8" 1 1 /8"
is
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 'HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
12. MISSING DOWEL PLACEMENT:
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
8x8 U-BLOCK TIE -BM, FILLED.
2x6 W/ CONC, & (1) #5 BAR CONT.
• P.T.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FDN, PLAN
GABLE END SECTI❑N X-X
15/32' CDX PLYWOOD SHEATHING
,r- 2x4 BLKG. @ 48' Q.C.
(2) 16d COMMON NAILS AT
EA, 2X4 LADDER FRAMING
_ 2X4 STR❑NGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF CONC. BLOCK
15/32' SHEATHING OVER GABLE
END TRUSS FASTEN WITH 8d
NAILS AT 6' D.C.
2X4 'T' OR 'L' STR❑NGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' D.C.
- SIMPS❑N HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' D.C. MAX)
16d COMMON
NAILS AT 6' ❑.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.
EXPANSION J❑INT
AT CEMENTITI❑US
IxTIP�, PLATE
C❑NT, W/ 1/2'x
8' ANCHOR BOLTS
@ 32' ❑.C.
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED AT 6" O.C. MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED.
7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN
ARE TO BE #2 OR BETTER, SPECIES GROUP 11
8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
AS PER DRAWINGS.
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM.
11. NAIL PATTERNS:
-DOUBLE PLATE AT 12" O.C. OUTSIDE THE
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12" O.C.
-DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
EA. EDGE, 12" O.C. INTERNALLY.
-HEADER TO STUD- 4" O.C. EA. HEADER MEMBER
-STUD TO TOP OR BOTTOM PLATE- (2)16d END
NAILED OR (2)16d TOE NAILED EA. SIDE
-ALL INTERIOR HEADERS TO BE (2) 2x
WITH 1/2" FLITCH GLUED AND NAILED
WITH 16d AT 8" O.C. STAGGERED.
12. ROOF SHEATHING TO BE MIN. 15/32" CDX
PLWOOD NAILED PER ROOF NAILING PATTERN
DIAGRAM.
13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN
AND/OR MANUALY.
14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS.
16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2"
SQUARE X 1 /8" THICK HURRICANE WASHER EMBEDDED 5"
UNLESS NOTED OTHERWISE.
17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR
GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED
ALL PLANS, DETAILS, AND NOTES ON THESE
DRAWING ARE PROPRIETARY AND CANNOT BE
USED, TRANSFERED, OR OTHERWISE REPRODUCED
WITHOUT THE APPROVAL OF RENAR HOMES
Cr= OI A AI
STEEL, MASONRY
OR WOOD FRAMING
MORTAR JOINTS
1/4" TO 3/8"
(TYPICAL)
PANEL
ANCHORS
8"X8"X4"
(NOMINAL SIZE)
GLASS BLOCK UNITS
PANEL ANCHORS &
REINFORCEMENT
EVERY OTHER
COURSE OR 16" O.C.
WHICHEVER IS LESS
ASPHALT EMULSION
THIN MORTAR 0
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. MICHAEL C. ANDERSON
GLASS BLOCK INSTAL ATION
Michael Digitally signe
by Michael
Anderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD -Anders Date:
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 2021.08.17
(772)418-2118 on 17:06:53 -04'01
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
EXPANSI(
STRIP &
® JAMB
HEAD LO
(ONLY)
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-26-21
LO
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LLI
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SHEET
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 BE ONE OF THE FOLLOWING TYPES OR PROVIDE
EQUIVALENT GRASPABILITY.
TYPE 1: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE
DIAMETER OF AT LEAST 1 1/4' 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".
TYPE 11: HANDRAILS MATH A PERIMETER GREATER THAN 6 1/4' SHALL HAVE A
z
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
Ei
THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE
THE RECESS SHALL BE 1 1/4" TO A MAXIMUM OF 2 3/4'. EDGES SHALL HAVE A
MINIMU RADIUS OF 0.01'.
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 SDE OF A STAIR, FORMED BY A RISER,
TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6" IN DIAMETER.
z
TOTAL STAIR RUN
10
MINIMUM TREAD (NOT INCLUDING NOSNG) 10' WIDE
1' NOSING —
1X10 ST
// 1' NOSING
2X12 TREAD -
W PLYWOOD RISER ..
M ,�
n � W
o �
J
i R /
y z z w /
o IRE
2X4 P.T. KICK PLATE
�- T tr G PLYWOOD SUBFLOOR
- FLOOR TRUSS
• NAIL (2)2X4 TO BOTTOM OF
FLOOR TRUSS 12" OR LESS IN
DEPTH
2X8 STAIR LEDGER - CONNECT TO FLOUR
/ TRUSS W/ (2)-10d NAILS AT 6' D.C. MAX.
/ O2 EQUIVALENT
CONNECT CARRIAGE TO LEDGER
W/ (2)-10d TOE -NAILED
COMMONS STAGGERED EACH SIDE
CONNECT PLYWOOD RISER TO
TREAD WITH (4)-ed NAILS
2X12 CARRIAGE AT SIDES AND
CENTER OF STAIRS KITH 2X6
SPACER AT SIDE WALLS -
CONNECT SPACER TO EACH STUD
WITH (2) 10d COMMONS
TYP. STAIR SECTION
NOTE:
\THING EXTENDS TO BOTTOM OF
ND FLOOR STUD TO FLOOR TRUSS
SHEATHING PROVIDES REQUIRED
EMENT. AT THESE LOCATIONS,
2" 1ST FLOOR STUD TO TO FLOOR
4T FRAME WALL LOCATIONS OR
AT BLOCK TO FLOOR TRUSS
LOCATIONS.
SPH4' AT EACH
TO PLATE
INDICATES GABLE END
FLOUR TRUSS -,
IMPSON 'LSTA24' OR
MTS12" AT EACH
JSS TO BOTTOM PLATE
4T EACH
LTE
STUDS UNALIGNED
BETWEEN FLOORS AS WELL AS STUDS UNALIGNED
W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT
8d NAILS AT 3" O.C. AT
SHEATHING EDGES -
STAGGER NAILS BTWN.
PANEL EDGES
CONTINUOUS 2x6 TOP RAIL
- CONNECT TO FLOOR
TRUSS W/ (6) 16d NAILS
PROVIDE Sd NAILS AT 3' 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. IFININCONTACT W/
ALTERNATE FLOOR
TRUSS END RAILS
IN LIEU OF 2x4 BLOCKING
BTWN. RAILS AS PART OF
FLOOR TRUSS END CONST.
ROOF TRUSSES OR 2x
RAFTERS AT 24' O.C. -
CONNECT W/ (2)16d MIN.
COMMONS TOE -NAILED TO
TOP PLATE
NOTE: ALL NAILHEADS --
----r T ---TI------L
--
SHALL PENETRATE THE
I I (•)
FACE OF THE SHEATHINGBY
MORE THAN THE
II II 1
NAILHEAD THICKNESS
I I•I i
SIMPSON "SPHC AT EACH
II II
STUD TO TOP PLATE -
—'1
— 1--- 1-I----'--I
--
----R----T�---
--
8d NAILS AT S. O.C. AT
I I I I
FIELD STUDS
I I
I I I
2x4 CONTINUOUS
BLOCKING ON EDGE OR
I I I I
FLAT - ALIGN WITH EDGE
I I I•I
OF EXT. SHEATHING
(LOCATE AT M
I I I I I
I.I I•I I,
11 II �
-
TNO SHIEATHING)11
8d NAILS AT 3" O.C. AT
I•I I•I k
II II
I I I•I
SHEATHING EDGES -
STAGGER NAILS BTWN.
1
I ( I IOS
PANEL EDGES
I I I•I
II I t
16NO.C.A--
I•I i
I.I I I
NO STRAP REQUIRED AT
STUD TO PLATE IF
I'I
SHEATHING CONTINUOUS TO
8d NAILS AT 3' O.C.
I I I I
BOTTOM of FLOOR TRUSS
HORIZ, AT 2x SILL PLATE _\
I•I I•I I
II II �
- L•L - - - - 11- - - - _J
L
FLOOR TRUSSES AT
=-
--------=-=-°___
==
24' O.C.
2x4 BLOCKING STWN. - - T
RIM BD. AT ALL
•-
• •
SHEATHING EDGES
I I ( I ( I •
•
I
— 2x4 BLOCKING BTWN.
I ,
I I I I I I ,
I--
RIM BD. AT ALL
- - _L
- -
SHEATHING EDGES
PROVIDE DOUBLE ROW OFINALS
8d NAILS AT 3' O.C. HORIZ.
AT ALTERNATE CONT. 2X6AIL
AT TOP ANDBOTTOM RIM
I.L.O. NAILING TO FLOOR TRKG.
BD. OR TRUSS CHORD
BTWN. RAILS
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
CONC. BLOCK EXT. WALL
PLAN
BLOCK WALL
GABLE TRUSS
SIDE ELEV.
2ND STY. CORNER HOLD-DOWN DETAIL
(2) SIMPSON "HETA20"
STRAPS CONNECTING
GABLE END TRUSS TO
BLOCK WALL
SIMPSON "LSTA36' STRAPS
NECTING 2ND STORY CORNER
IUDS TO GABLE END FLOOR
TRUSS - LOCATE IV FROM
CORNER EDGE
- 2x4 CORNER WALL STUDS
H. 2x4 SPACER W,
ABOVE WALL SILLI
ALIGN STRAP IN CENTEI
DO NOT PLACE STRA
BTWN. STUDS - ALI(
BLKG. BELOW
CONNECTING 2ND STORY
STUDS TO GABLE END
TRUSS - PROVIDE
BLOCKING FOR STRAP I
- 2x4 OR 2x6 RIM BOAF
PROVIDE SOLID BLOCKING
AT CORNERS
(2) SMPSON "HETA20'
CONNECTING FLOOR T
CONK BLK. WALL -
INSDE FACE OF GAE
FLOOR TRUSS
—2X4 DIAPHRAM BLKG. AT 24' O.C.
CONTINUOUS ACROSS 1ST (2) TRUSS BAYS
CONNECT TO EACH BOTTOM CHORD W/ (4)
10d NAILS
SIMPSON 'HETA20" STRAP
AT 24' O.C. PROVIDE SOLID
2x4 BLKG. BTWN. TOP f
BOT. CHORDS WHERE STRAP
DOES NOT ALIGN WITH
TRUSS VERTICAL
GABLE END FLOOR
TRUSS DETAIL
11
11II
1�l,
me��I�
SEE ROOF PLAN FOR REQ'D
STRAP AT EA. MEMBER
REFER TO HEADER SCHEDULE
FOR SIZES
PSON 'SPH$ AT 16' O.C.
ACROSS HEADER SPAN
SIMPSON "LSTA24' STRAP
AT HEADER STUD TO BEAM
(2) STRAPS EACH SIDE PATH
(4) OR MORE TRUSSES
ACROSS OPENING
SIMPSON 'LSTA24' STRAP
AT HEADER STUD TO RIM
BD. / BLOCKING FOR
OPENINGS > 5'-0"
2x4 OR 2x6 RIM BD. BTWN.
FIR. TRUSSES - CONNECT
TO TRUSS W/ (4)16d NAILS
2x4 P.T. RIM BD. 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
EACH FLOOR TRUSS END OR
24' O.C. AT GABLE END TRUSS
2-STY. EXT. FRAME
WALL CONNECTOR DETAIL
TRUSS
15/32' PLYWOOD
SHEATHING OVER
WOOD TRUSSES
CEMENTITI❑US
C❑ATING ON METAL
LATH
1:31I,41IIm:3.43124
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
JOINT
CEMENTITI❑US
COATING ON BLOCK
FLASHING DETAIL AT FLOOR FRAMING
El MASONRY
FIBERGLASS SHINGLES OVER 150 FELT (2' SIDE
LAP, 4" END LAP AND CAP NAILS AT 12' ON
CENTER EDGE 24" ON CENTER FIELD) ON 12
15/32' O.S.B. SHEATHING AND PER
PRE-ENGINEERED WOOD ROOF TRUSSES AT QFV
24" ON CENTER MAXIMUM ( SEE ROOF NAILING
PATTERN DETAIL FOR SHEATING) (SEE SHINGLE
NAILING DETAIL FOR SING ES)--.
GALVINIZED METAL OR
ALUMINUM DRIP EDGE OVER HURRICANE STRAP AT EACH
FASCIA TRUSSSEE ROOF PLAN
—R-30 INSULAT
ION
)!
4'-0" I
DIAPHRAGM AREA FASTEN KITH SdSd NA
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MICHAEL C. ANDERSON
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signed by
Michael
Anderson
n d e rs Date:
MICHAEL C. ANDERSON, ARCHITECT OF RECORD 2021.0817
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 17:07:07
(772)418-2118 n
-04'00'
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
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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
lichae
Digitally
signed by
Michael
Anderson
n d e rs
Date:
2021.08.17
n
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FL. LIC.
AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-26-21
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LANAI 150 SQFT
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Description:
Efficiency:
Sound:
Capacity:
Sensible Capacity:
Latent Capacity:-
AHRI Reference No.:
Air Source Heat Pump
CH14NB042*0**A*
Air Source Heat Pump
8.2 HSPF
0
41,000 Btuh
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TRU55E5
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Preferred Air Conditioning & Mechanical, Inc.
1643 Donna Road West Palrn Beach, Florida 33409
: 561.689-1093 / F. 561-478-0089
831 S Kings Highway Fort Pierce, Florida
P: 772-878•7577 / F: 772-878-7510
CAC181 7665
FB4CNP048L MIGHAEL G. ANDER50N, ARCHITECT OF RECORD
FL. LIG. AR0011305
Air Source Heat Pump 1020 5H PROVINGETOHN LANE, PORT 5T. LUCIE, FL 346153
14 SEER
0 (?n2)418-21 IS
40,000 Stuh PLANS DESIGNED TO MEET THE REQUIREMENTS OF
30,000 Btuh THE 2020 FLORIDA BUILDING CODE-RE5IDENTIAL (-1TH EDITI(
10,000 Btuh
9162731
MIGHAEL C. ANDER50N
Digitally
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signed b
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Michael
Anderson
nders Date:2021.08.17
17:07:37
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FL, LIG. ARO01*7305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
5-4-2021
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2021.08.17
17:08:06-04'00'
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