HomeMy WebLinkAbout2101-0419 Lot 18 Plan Review 2.5.21 revisionPRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE DEVELOPMENT, LOT 18 _BLOCK *_PHASE IIA, 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
DESIGN
APPROVAL
PRESSURES
3068
EXTERIOR SWING DOOR
FIBER -CLASSIC
SMOOTH STAR
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"
FL15225.5
+/- 67.0 PSF (MIN)
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
« >>
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
420
MI WINDOWS AND DOORS
3/16" TEMPERED
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"
FL15332.6
+/- 40.0 PSF (MIN)
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
AA
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
O
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
O
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE #8 WOOD SCREW (1-1/4" MIN. EMBEDMENT)
0
WINDOW
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. O.C.
FL17499.2
+/- 60.0 PSF (MIN)
0
WINDOW
ALL ANCHORS ARE #8 WOOD SCREW (1-1/4" MIN. EMBEDMENT)
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. O.C.
FL17499.2
+/- 60.0 PSF (MIN)
0
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
30# ASPHALT
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND
UNDERLAYMENT
SATURATED
TAMCO BUILDING
PRODUCTS INC.
« >>
LAPPED 2", FASTENED WITH 1" ROUND 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
ORGANINC FELT
WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS
ASPHALT SHINGLES
HERITAGE
TAMCO BUILDING
« >>
GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO
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.
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION
MATERIALS
« >>
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
+/- 70.0 PSF (MIN)
HURRICANE SHUTTERS
28 GAUGE GALV-
STEEL STORM
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.
PANELS
SPAN CHARTS
TABLE R301.2(1)
CLIMATIC AKIn (I4F(1rPAPI-IIC r1FRlr.M r:PITFPIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN I
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS'
AIR
FREEZING
MEAN
ANNUAL
Speedd
Topographic
Weatheringa
Frost Iineb
Termite'
LOAD
(mph)
effectsk (NA)
CATEGORY
depth
TEMPe
REQUIRED'
INDEX'
TEMPI
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.
f. 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 = 1,289.3 SQ. FT.
VENTILATION AREA REQUIRED = 1,289.3 SO. FT. / 150 (F.B.C. R806.2) = 8.59 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 197.0'
SQUARE FOOTAGE OF SOFFIT = 197.0' X 1.33' = 262.0 SO. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SQ. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED - 262.0 SO. FT. X 11.74 SO. IN. / SQ. FT. X 1 SQ. FT. / 144 SO. IN. = 21.36 SO. FT.
CONCLUSION:
VENTILATION PROVIDED = 21.36 SQ. FT. > VENTILATION REQUIRED = 8.59 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
I have reviewed the above product approval
information and approved it.
Name:
Signature:
Certification Number:
Date:
DRAWING INDEX
CVR
A-1.0
A-2.0
A-3.0
A-4.0
A-5.0
A-6.0
A-6.1
A-7.0
A-8.0
INDEX / PROJECT INFORMATION
FOUNDATION PLAN
FLOOR PLAN
BUILDING ELEVATIONS
ROOF / FRAMING PLAN
ELECTRICAL PLAN
WALL SECTIONS / NOTES
WALL SECTIONS / NOTES
INTERIOR ELEVATIONS
HVAC PLAN
PROJECT &CODE DATA
*PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE
TYPE OF CONSTRUCTION: CBS X
BUILDING DESIGN: ENCLOSED X
ULTIMATE DESIGN WIND SPEED:140 MPH
4d.
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: II
EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
FRAME
160 MPH X
MEAN BUILDING HEIGHT: 22'
OVERHANG:1.33 FT ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD: (SHINGLES) 17 PSF
SHUTTERS: YES X
IMPACT RESISTANT ASSEMBLY: YES
ROOF LOAD:
TOP CHORD: LIVE LOAD: 20 PSF
BOTTOM CHORD: LIVE LOAD: 10 PSF
(NON -CONCURRENT)
FLOOR LOAD:
TOP CHORD: LIVE LOAD: 40 PSF
BOTTOM CHORD: LIVE LOAD: 0 PSF
(TILE)
NO
NO X
DEAD LOAD: 10 PSF
DEAD LOAD: 7 PSF
DEAD LOAD: 10 PSF
DEAD LOAD: 5 PSF
PARTIALLY ENCLOSED
170 MPH
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
(SO. 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
,-N �.III01�" I 1
A-•• •
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-8-20
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PROJECT
NO. 17-015-018
DATE DRAWN 11-15-20
DRAWN BY MCA
WILSHIRE 1800 B2
1 ST FLR. LIV. 714 SQ. FT.
2ND FLR. LIV. 1073 SQ. FT.
GARAGE 384 SQFT
LANAI 160 SQFT
ENTRY 23 SQFT
TOTAL 2367 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
16,200 CUBIC FEET
SHEET
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SCHEMATn PLUMBING RISER
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE
CORNER
OF FORMBOARDS
A C
= 5 0'- 3'
AD
= 39'-10"
BE
= 43'-3"
BD
= 41'-9"
DIMENSIONS ARE
ROUNDED TO THE
CLOSEST INCH
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) FL. LIC. AR0017305
TO SEWER
OR SEPTIC TANK
MICHAEL C. ANDERSON
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PROJECT
NO. 17-015-018
DATE DRAWN 11-15-20
DRAWN BY MCA
WILSHIRE 1800 B2
1 ST FLR. LIV. 714 SQ. FT.
2ND FLR. LIV. 1073 SQ. FT.
GARAGE 384 SOFT
LANAI 160 SOFT
ENTRY 23 SOFT
TOTAL 2367 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE =
16,200 CUBIC FEET
SHEET
A lmO
WINDOW SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
35 SH
52.125"X62"X52.125"R
AA
ELLIPSE TOP
X55.017" LEG
55
.22
1
MUNTINS
A
35 SH
52.125"X62"
55
.22
1
22.4 S.F.
B
25 SH
36"X62"
15.5 S.F.
.54
.25
1
C
39.375"X59.625"
3450 SH
16.3 S.F.
.55
.22
6
EGRESS
D
1630 SH
18.125"X37.375"
4.7 S.F.
55
.22
2
OBSC.,TEMP.
E
36"X37.375"
23 SH
9.3 S.F.
.54
.25
1
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
PROVIDE SCREEN ROOM FOR T.R.P. -
PROVIDE 8" KICK -PLATE, VERIFY DOOR
LOCATION
VENT
MICROWAVE
TO
EXTERIOR
FIRST FLOOR PLAN
SCALE 1 /4" = 1'-O"
9" TO FACE OF
FIRST FISER
TOP OF
2ND FIN. FLR.
+10'-0 3/4" A.F.F.
1ST FLR. CLG. HT.
+8'-8" A.F.F.
(2) 2x10 BEAM
TOP OF SLAB
+0'-0" (REF. ELEV.)
to
-2x4 HALF WALL 1x6 WD. CAP W/
TOP AT 36" ABV. 3/8"x1" SHOE MOULD
2nd FIN. FLR
12'-6"
(15) TREADS AT 10" EA.
2x t CLG.
FF A AING w
LO
WDER I
ROOM Ld
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N 2x12 CA
EA. SIDE W/
� AGAIN
1x12 STRINGS
2x12 TRE)
1 x12 STRINGER
2x12 TREAD
�1 x6 RISER
r1" NOSING
)1E AT -/
SPACER
STORAGE
LOW STI41R
OPE
TO
FA
ILY/ --"'.'
DI
ING
BE
OND
OUTLINE OF 8'-2 3/8" TO FACE OF FIRST RISER
STORAGE DOOR
STAIR SECTION
2x4 HALF WALL
TOP AT 32" ABV.
LEADING EDGE
OF TREAD
1 /2" DRYWALL
2x12 CARRIAGE 2x4 BLKG.
2x4 STUDS
2x6 SPACER AT 16" O.C.
STAIR STRINGER
DETAIL AT STAIR SIDEWALL
C° 2x4
2x4 BLKG.
024" 0. C.
EDGE OF 2x4
CONC. BLK.
BELOW
TYP. STUD CORNER DTL.
SCALE: 3/4" = 1'-O"
SCALE: 1 /2"=V-0"
8"x8" NEWEL
POST W/ WOOD
CAP AND TRIM
(TOP AT +70" A.F.F.)
HANDRAIL AT 36"
ABV. LEADING EDGE
OF TREAD
2x4 P.T.
KICKER
DOOR SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 SWING
1
EXT. DOOR
2
6068 S.G.D.
72"X80"
40.0 S.F.
.55
.25
1
EXT. DOOR
3
2868 SWING
1
SOLID CORE
4
2468 SWING
2
INT. DOOR
5
2668 SWING
3
INT. DOOR
6
2868 SWING
2
INT. DOOR
7
5068 BYPASS
1
INT. DOOR
8
5068 BIFOLD
1
INT. DOOR
9
4068 BIPASS
3
INT. DOOR
10
2468 POCKET
1
INT. DOOR
11
2068 BIFOLD
2
INT. DOOR
12
2036
1
STOR. DR.
13
16070 OVHD. DR.
1
GARAGE DOOR
34'-0"
DRYER DUCT DOWN
4'-4"
BETWEEN FLOOR JOISTS
10'-6" 4'-2"
AND ROUTE TO
(DEXTERIOR IN BACK.
OD
OC
iv
EGRESS
3 1 /2"
z
3'_9" 0 8'-7 1 /2" "
11'-0 1 /2"
L 0 F T
RECESS SOAP
N
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8' CLG.
DISH - SEE
DETAIL SHEET
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GHASE M.C.
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3'-3 " '-0
'- 2" 1'-10" 6'-0 1 /2»
.-
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wo
`�I OPLATFORM
FRAMED
»
36
H. \I RAILING
Q
5 -
OR AIR 14 SH R & S
KNEE W
LL -0 36" ABV.
i HA IDLER
OSTAIR
C
NOSING
5
R& S
-
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D
W
AH
7'-0 1 /2"
0'--8
2"
'- 1 2O
11'-4" O
ii
0
O5 R&S
N
N O
5
N i
N
I N LAV.
AV. WALL
11'-4"
PROVIDE 2
SHOWER HEADS -
VERIFY LOCATIONS
0j 2 P.T.
10 0 31 "MIN
"
-I
B R . 21
8' CLG.
I
2x4 CURB
N
0
`-
LO
RECESS SOAP
DISH - SEE
R & S
4
DETAIL SHEET
N
I
A7.0
-
2'-3 1 /2"
3'-5
1 /2"
5'-3 1 /2" 3'_p»
4'-8 1 /2"
0 3/ '
4'-8 1 /2
EGRESS
N
O
O
\
00
"I
'_O
I
R.] 04
10.
8' CLG.
NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE
NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE
19'-0 1
EGRESS EGR
O O
19'-4"
SECOND FLOOR PLAN
SCALE 1 /4" = 1'-0"
0.1
N OTES:
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'-0"
UNLESS OTHERWISE NOTED
7.
HEIGHTS ARE MEASURED ABOVE
I
TOP OF FOYER SLAB
0 8.
SEE STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION
-XX.X INDICATES WIND PRESSURE IN PSF
FOR OPENING
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER PLAN
INDICATES TOP OF
BLOCK ® 8'-0" AFF
INDICATES SECOND
FLOOR EXT. FRAME
WALLS W/ 2X4'S AT
16" O.C.
MICHAEL C. ANDERSON
miFS
P�
E'-8» Michy
• G�lPe .'�S$or
• •�� - date: °��
MICHAEL C. ANDERSON, ARCHITECT OF RECORD • ` :"�lAahM24.01:921
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 14:54;
O
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-8-20
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ATTACHMENT PER MFRS.
PRE—ENGINEERED RECOMMENDATIONS
ROOF TRUSS
L 1X2 NAILED TO TRUSS TAILS
W/ (2)-8d NAILS
u r-►
CONCRETE "U" BLOCK "I
TIE —BEAM TOP COURSE
HORIZ. 2X2 NAILED TO
VERT. 1 X2'S W/ 12d X
3-1/4" NAIL
ATTACHMENT PER MFRS.
SEE PL N RECOMMENDATIONS
STAPLES 0 8" O.C. PER MFRS.
RECOMMENDATIONS
SOFFIT DETAIL CONTINUOUS VENTED SOFFIT
N.T.S.
12
61
12
61
TRUSS BRG. HT. _____ OA
+18'-0 3/4" A.F.F.
+8 -0 ABV. 2ND F.F. F
TOP OF 2ND F.F. OL
+10'-0 3/4" A.F.F.
TOP OF BLOCK
+8'-8" A.F.F.
CEMENTITIOUS COATING
ON BLOCK
+0'-0" REF. ELEV.)_ -
TRUSS BRG. HT.
O
- - -
+18'-0 3j4" A.F.F.
- --- - -----
+8'-0" ABV. 2ND F.F.-�
TOP OF 2ND F.F.
a
I
CEMENTITIOUS COATING
+10'-0 3/4" A.F.F.
ON LATH
_ u-
TOP OF BLOCK
- -
- - - - - - - — - --------
+8'-8" A.F.F. - ---
- -
- --- - - - - - - --_—C
CEMENTITIOUS COATING
ON BLOCK
+0'-0" REF. ELEV.)
B � -�-�- --- — - — - - - - — - - - - - — - — -
TOP OF SLAB
RIGHT SIDE ELEVATION
_ _RIDGE HEIGHT
+25'-0 1/2" A.F.F. - - — - — - - — - — - - - --
12
61
16" OVERHANG
TYPICAL UNLESS
OTHERWISE NOTED
_ TRUSS BRG. HT�
+18'-0 3/4" A.F.F.
+8'-0" ABV. 2ND F.F.
CEMENTITIOUS COATING
ON LATH
4" W. RAISED
TRIM (PROD. 3/4")
TOP OF 2ND F.F.
+10'-0 3/4" A.F.F.
_ TOP OF BLOCK
+8'-8" A.F.F.
8" W. SCORED TRIM
CEMENTITIOUS COATING
ON BLOCK
5" W. RAISED
TRIM (PROJ. 3/4").
+0'-0" REF. ELEV
TOP OF SLAB
1 /8" = 1'-0"
FRONT ELEVATION: *= r
1 /4" = 1'-0"
12" SQ. CONC.
- BLK. COLUMN
RAISED TRIM
-(PROJ. 3/4")
F[iiimi
jm
TOP OF SLAB
REAR ELEVATION
O
1 /8" = 1'-0"
CEMENTITIOUS COATING
ON LATH
TRUSS BRG. HT.
+18'-0 3/4" A.F.F.
+8'-0" ABV. 2ND F.F.
CEMENTITIOUS COATING
TOP OF 2ND F.F. ON LATH
+10'-0 3/4" A.F.F.
TOP OF BLOCK
+8'-8" A.F.F.
+0'-0" REF. ELEV.
TOP OF SLAB
LEFT SIDE ELEVATION
1 /8" = 1'—O"
5" W. RAISED TRIM
(PROJ. 3/4").
12
16
NOTES:
1. HOLD ALL WOOD FASCIA/SOFFIT 3/4"
ABOVE ROOF SHEATHING.
lx3 OR lx4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C
MAX.
CONC. OR MASONRY
ARD
TAME
1 BUCK W/
" TAPCON
4" 0/C
DRILLED
4NUFACTURER
HULKING
S FINISH
HEAD DETAIL
WIND❑W
CONC. OR MASONRY
DRYWALL BOARD
�j
DOOR 1RIM
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"
CEMENTITIOU OATING
BLOCK
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16 x3 1/4' TAPCON
SCREWS 0 24" 0/C
MAX. IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMEN7171OUS FINISH
CONC. OR MASONRY
1x3 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
ALUMINUM FRAME
SECURE FRAME TO SILL
WITH SILICONE
CAULKING
p QO. 10 00< Qo
PRECAST OR POURED
SILL
PERIMETER CAULKING
SILL DETAIL
WIND❑W
LCA
P.T. BUCK SET IN DOOR THRESHOLD SET
LANT AND SECURED W/ IN BED OF CAULK &
E HARD NAILS 0 12" O.C. (MAX) FASTENED TO SILL W/
3/16' DIA. TAPCONS
®18"0/C
PERIMETER CAULKING
FLOOR COVERING
CEMENTITIOUS FINISHOo °
PERIMETER CAULKING OO°°' O� d 00° o%— DOOR TRIM .O
11 PERIMETER CAULKING
CONCRETE SLAB
HEAD/JAMB DETAIL
EXT DOOR
STUCCO FINISH
PERIMETER CAULKING
CONC. OR MASONRY
tx4 OR 1x6 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 PREDR►LLED HOLES
BY MANUFACTURER
JAMB/HEAD DETAIL
(SGD)
1'-2 7/8"
LO
M
O
SILL DETAIL
EXT DOOR
DOOR FRAME
FASTEN TO SILL W/
16 x 1" SCREWS
0 2'-O" 0/C
FLOOR COVERING
O .0
60000.
GROUT BED
CONCRETE SLAB
SILL DETAIL
0 0
04 N
H:___4
10'-0" L
O
OVERHANG SEPARATIONS
1 /4" = 1'-0"
2x4 VERT. AT EA. FACE OF
ARCH W/ (3) 10d NAILS AT
PRECAST LINTEL AT TOP
EA. END TOE NAILED W/(2)
BLOCK COURSE
10d AT BUCK
2x4 SOLID BLOCKING (FULL
15/32" CDX PLYWOOD
TOP OF BLOCK WALL
WIDTH OF WALL) BTWN.
PLYWD. ARCH FACES W/ (3)
A -A PANEL (BOTH SIDES)
10d NAILS THRU O.S.B. INTO
NAILED TO BUCK W/
Ll
EA. 2x4
8d NAILS AT 4" O.C.
P.T. (2) 2X4 BUCK -
CONNECT TO BLOCK W/6"
CONTINUOUS CONC.
x 3" TAPCONS (1 1/4" MIN.
P.T. (2) 2X4 BUCK -
BLOCK LINTEL PER
EMBEDMENT INTO BLOCK)
CONNECT TO BLOCK W/ 3ys"
PLAN
2X4 VERT. BRACES
x 3" TAPCONS (1 1/4" MIN.
EMBEDMENT INTO BLOCK)
15/32" CDX PLYWOOD PANEL
BUILT-UP PLYWOOD OR
(BOTH SIDES NAILED TO BUCK
)
1�t
PROVIDE Sys" x 3" TAPCON 1
(
MASONITE BUCK -SCRIBE
SCRIBE
W/ 8d NAILS AT 4" O.C.
1/4" MIN. EMBEDMENT INTO
BACKSIDE TO FIT ARCH.
BLOCK) AT EA. SIDE BUCK-(1)
CONNECT W/ 8d NAILS
2x4 SOLID BLOCKING (FULL
WITHIN 4" MIN. TAPCON OF
ARCH
WIDTH OF WALL) BTWN. PLYWD.
START OF ARCH
OPNG.
ARCH FACES W/ (3) 10d NAILS
LINE OF RECTANGULAR
THRU O.S.B. INTO EA. 2x4
ROUGH OPENING
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
1" x 3"
SECTION A- A
BUCK
CONTINUOUS
ARCH IN MASONRY
OPNG. DETAIL
8'-8" WALL HT.
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)
1'-2 7/8"
MICHAEL C. ANDERSON
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-8-20
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PROJECT
NO. 17-015-018
DATE DRAWN 11-15-20
DRAWN BY MCA
WILSHIRE 1800 B2
1 ST FLR. LIV. 714 SQ. FT.
2ND FLR. LIV. 1073 SQ. FT.
GARAGE 384 SOFT
LANAI 160 SOFT
ENTRY 23 SOFT
TOTAL 2367 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE _
16,200 CUBIC FEET
SHEET
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DESIGNATION
ANCHOR SCHEDULE
(SIMPSON STRONG -TIE PRODUCTS MODEL
MODEL # ALLOWABLE LOADS
NUMBER)
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 >
24-1Od X 1
1/2
TO PLATES
24-1Od X 1
1/2
TO STUDS
NOTE: TOP OF
BEARING AT
LANAI +8' -8"
1DE SIMPSON "HETA20" AT EA. T
VERTICAL TO LINTEL CONNECTION
FLOOR FRAMING PLAN
P.C. LINTEL
BOTT.
kL)—IVa AI tAum llUU
SCALE 1/4" = 1'-O"
PRECAST HEADER SCHEDULE
B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
17'-4"
8F24-1B
1609 PLF
637 PLF
B-2
6'-6"
8F16-1 B
3480 PLF
1880 PLF
B-3
5'-4"
8F24-1 B
7342 PLF
3607 PLF
B-4
4'-6"
8F16-1 B
6113 PLF
2724 PLF
B-5
5'-10"
8F16-1 B
4360 PLF
2093 PLF
B-6
7'-6"
8F24-1 B
5681 PLF
2571 PLF
B-7
4'-6"
8F16-1 B
6113 PLF
2724 PLF
B-8
10'-6"
8F16-1 B/2T
1533 PLF
1183 PLF
B-9
14'-8"
8F16-1 B/2T
1370 PLF
655 PLF
8U8 8F8-1B 8F16-1B/1T
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2' CLEAR
F = FILLEID WITH GROUT / U = UNFILLED �;..
QUANTITY OF REBAR AT c~i = •' a ' C.M.U.
F BOTTOM OF LINTEL CAVITY ¢ :'
�0¢
8}F-16-1B/'1T o GROUT
Ln NOMINAL WIDTH J L QUANTITY OF ;° #5 REBAR AT BOTTOM
NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY
TYPE DESIGNATION 7-5/81ACTUA
8' NOMINAL WIDTH
z f'
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W
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3ON "HETA20" AT EA. TRUSS
TO LINTEL CONNECTION
SPH4 (TOP
PLATE TO STU L
CONNECTOR) TYP
2x CONT. STAGGER
MID -WALL BLOCKIN
(WALLS OVER 10' f
PROVIDE BLOCKING
4'-0" O.C. MAX. -
2x STUD
16" O.C.
(2)2X W/ PLYWD.
SPACER BEAM
AS NOTED PER PLAN
ED
u
IT
0
cr,
TOP I
PLAN
u
6 "-
MAX.
ROOF TRUSSES OR 2x RAFTERS
`0 24" O.C. CONNECT W/(2)
16d MIN. COMMONS TOE -NAILED
TO TOP PLATE
fSEE ROOF PLAN FOR REQ'D
STRAP AT EACH MEMBER.
ARCH
IER
FRAME OPNG.
PER PLAN
(PROVIDE (2)
CONNECTORS
FOR SPANS
OVER 6' OR
AS NOTED)
SPH4 (TOP
-PLATE TO BEAM
CONNECTOR)
0 16" O.C. TYP.
LSTA24
(BM. TO STUD
CONNECTOR)
NOTE:
TRUSS TO PLATE ANCHOR, STUD
TO TOP OR SILL PLATE ANCHORS,
AND BOLTS TO SLAB NOT REQ'D
AT INTERIOR BEARING WALLS NOTED
ON PLANS AS SUPPORTING GRAVITY
LOADS ONLY (NO UPLIFT LOADS).
SPH4 (STUD TO BOTTOM
PLATE CONNECTOR)
NUMBER TO MATCH
NUMBER OF STRAPS
ABOVE OPENING
\\-1/2" DIA. EXP. BOLT (2 %- MIN.
EMBEDMENT) W/ 2" X )C THICK WASHER
24" O.C. (PLATE TO SLAB CONNECTOR)
FRAME BRG. WALL TO
SLAB CONNECTOR DETAIL
EXT. WALL OR INT. BRG. WALL
7'—n" >> „"
ROOF- FRAMING PLAN
0
I
i�
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. 0 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
WALL LEGEND
❖.❖.❖.❖.❖.•:INDICATES INT.
BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER
PLAN
INDICATES •-
OF
BLOCKc •
SCALE 1 /4" = 1'-0" 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)
INDICATES SECOND FLOOR
EXT. FRAME WALLS W/ 2X4'S
AT 16" O.C.
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-8-20
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PROJECT
NO. 17-015-018
DATE DRAWN 11-15-20
DRAWN BY MCA
WILSHIRE 1800 B2
1 ST FLR. LIV. 714 SQ. FT.
2ND FLR. LIV. 1073 SQ. FT.
GARAGE 384 SQFT
LANAI 160 SQFT
ENTRY 23 SQFT
TOTAL 2367 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
16,200 CUBIC FEET
SHEET
A 4mO
OUTLI
MICR
DISC
COACH LT. - - COACH LT.
PREWIRE PREWIRE �- -
FIRST FLOOR ELECTRICAL PLAN
SCALE 1 /4" = 1'-0"
ELECTRICAL LOAD CALCULATION
2" RIGID O.H. SERVICE F.P.
3—#2/0 XHHW
1800 S.F. AT 3 VA
5.4 kVA
2/0
SER CABLE
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
DISPOSAL
1.5 kVA
DRYER
5.0 kVA
150
150
SUBTOTAL
32.9 kVA
32 CKT
AMP
PANEL
C/B
FIRST 10 kVA AT 100%
10.00 kVA
REMAINDER AT 40%
9.12 kVA
TOTAL OF OTHER LOAD
19.12 kVA
10 kVA OF AC AT 40%
4.00 kVA
3#1 CU THNN
TOTAL
23.12 kVA
2" CONDUIT —
23,120 VA DIVIDED BY 240 V
96.3 A
POOL SUB PANEL
30.0 A
NO. 4 CU. WIRE
TOTAL
126.3 A
TO COLD WATER
USE 150 AMP SERVICE
-
PIPE IF CU PLUMB.
IF NOT CU USE
SUPPLEMENT GROUND
SCHEMATIC ELECTRICAL RISER
NOTE: PROVIDE
CARPET AT STAIRS
NOTE: PROVIDE
DIAGONAL TILE
FLOOR
THROUGHOUT HOME
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.
NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
2020 F.B.C.
METER
NO. 4 CU. WIRE
TO 5/8$$ x 8$-0"
GROUND ROD
LEGEND
-{�-
SURFACE !MTD. CEILING FIXTURE
4-
PENDANT FIXTURE
/I�
RECESSED LIGHT
K�
WALL MTD. BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
WALL MTD. VANITY LIGHT
®
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
�O
WALL MTD, SMOKE DETECTOR
O
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
QE
220 V. RECEPTACLE
®
DEDICATED 220 V. OUTLET
a
110 V. JUNCTION BOX
SWITCH @ 42' A.F.F.
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RHEOSTAT SWITCH @ 42' A.F.F.
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TOUCH PAD FOR SECURITY SYSTEM
O
CENTRAL VACUUM OUTLET LOCATION
L=
ELECTRICAL DISCONNECT
SECOND FLOOR ELECTRICAL PLAN
SCALE 1 /4" = 1'-O"
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
YlNiCh
oo 'Date: : 4
2021-01
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-8-20
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PROJECT
NO. 17-015-018
DATE DRAWN 11-15-20
DRAWN BY MCA
WILSHIRE 1800 B2
1 ST FLR. LIV. 714 SQ. FT.
2ND FLR. LIV. 1073 SQ. FT.
GARAGE 384 SQFT
LANAI 160 SQFT
ENTRY 23 SQFT
TOTAL 2367 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
16,200 CUBIC FEET
SHEET
5mO
CORNER
FLASHING
TAPE
CORNER
FLASHING
TAPE
TOP
FLASHING
TAPE
SIDE -�
FLASHIN
TAPE
FIN
CORNER
SIDE -�
FLASHING
TAPE
WINDOW TOP
,,--� NAILING
CHECKRAIL
WINDOW BOTTOM
SILL FLA!
SILL
1. CUT THE WATER RES111VE BARRIER (1C) -- F RESISTTVE BARRIERI WATER RE
I
�TH CUT, I �3RD �.' I MAKE A 6" CUT UP
CUTI I FROM EACH TOP
CORNER AT A 450
I Ii. j ANGLE TO ALLOW THE
I 45o f YP - I WATER BARRIER TO
I / I I- BE LAPPED OVER THE
I I I FIN AT THE HEAD OF
� I I 2ND_> I I THE WINDOW.
CUT `51
I
I ----------------I
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 ()C 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 THAN THE FRAME
HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE
WATER RESTIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2"
BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. r�
I �xTrRIOR y
I
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW j
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON 1 2
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS O2 I
SHOWN. r l NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I
1° I
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) j
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 (31))
OROOF EDGE O I
I dip O O1 I O3 ROOF
I ------------- I EDGE
I I O4' 2 I I O1 1 2 RIDGE 0 1
I O
I I 2 2 O I
tEr---� --- _ - -I
OZONE 1-USE 8d NAILS ® 6" O.C.
O ZONE 2-USE 8d NAILS O ZONE 3-USE 8D NAILS
® 6" O.C. 3 ® 4" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
I
I EXTERIOR
I I
I I
I I
I I
I I
I I
I I
I O I
I
I I
I I
I I
I I
PE,
\PRIOR VIFu�
11 I
I I
II LINTEL
I�
REINFORCED/FILLED
FASTEN GARAGE DOOR
TRACK STAYS
STRUCTURAL NOTES:
TO PT BUCK
CONC. BLOCK CELL
W/ 5/16" X 1-3/4" LAG
SCREWS 0 5" AFF, 36" AFF
1.
WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
1/2" DIA L-BOLT
72" AFF AND OPENING HT
FOR 8'-0" DOOR
3 SEC. BURST PER 2020 FBC.
(8" LONG) W/ 2"
SQ. WASHER AT
FASTEN GARAGE DOOR
2.
WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2020 FLORIDA BUILDING CODE.
32" O.C. MAX. 2x6 P.T. W/ 5/16 TRACK STAYS TO X 1-3/44" LAG BUCK
3.
ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
JAMB DETAIL SCREWS AFF, 36" AFF
4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN.
1" COVER ON 6 MIL POLY
54 1/2" AFF
AFF AND OPENING HT
VAPOR BARRIER OVER
FOR 16'-0" DOOR
2x4 P.T. W/ CONC.
COMPACTED CLEAN FILL.
NAILS AT 12" O.C.
2x6 P.T. FROM BOT.
4.
FIBER MESH REINFORCEMENT. FIBERS SHALL BE 1/2" TO 3/4"
OF HDR. TO CLG. LINE
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 "ASTM
1/2" DIA L-BOLT
IN C94".
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
2x6
r%i
(8" LONG) W/
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
P.T.
•
2" SQ. WASHER
2x6
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
GARAGE DOOR
OPENING
P•T•
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
FINISHING, AND CURING SHALL BE FOLLOWED
N
WHEN USING FIBER MESH CONCRETE.
•
DIA L-BOLT (8" LONG) W/
•
5.
CONCRETE MASONRY UNITS SHALL MEET ASTM C90.
N
•
2" SQ. WASHER AT 32" O.C. MAX.
INSTlIW $!XP% yEH?T5MdVNG
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
STRAP TO LINrEELaeFt�(+�TiI,41'�Ix 2-1/4" TAPCONS
psi
A
E D O O R DETAIL
8.
REBAR TO BE SIZE 45 GRADE 40, CONT.
TOP OF FILL CELLS AND
PRE-ENGINEERED
ROOF TRUSS
CONCRETE LINTEL -
BLOCK FILL WITH
CONCRETE SEE
PLANS FOR
SIZE AND LOCATION
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
(4) 10d NAILS
2X BLKG.
TOENAILED
TO TOP RAIL
&
BOTTOM BLKG.
P.T. 2X6
W/ -_,_
(3) 1/4"
X 3"
TAPCONS
BETWEEN
TRUSSES
2x4 STUDS 0 SPACING
-
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
1 /2" 3/499 MIN. HOLE DEPTH
5/8" 7 8„ 6„
3/490 1,� 7"
7/800 820
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED
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
CEMENTITIOUS COATING ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY
LATH OVER 2 LAYERS 15#
RESIN MATERIAL TO BE
FELT MIXED PER MFG. DIRECTIONS.
OVER 15/32" PLYWOOD OVER
GABLE END TRUSS
GALV. METAL
FLASHING
2X4 W/ 1/2" LAG SCREWS
6" O.C.
2X4'S ® 16" Q.C.
/--- FIBERGLASS SHINGLES
OVER 15# FELT ON
15/32" CDX PLYWOOD
(3) 10d NAILS
2X FASCIA
W/ DRIP EDGE
TOP OF BLOCK
PER PLAN
ROOF AT SLIDING
GLASS DOOR DETAIL-2 STD
PER PLANS
l--J
I
I VERTICAL FILLED CELL
A
I W/ 1-#5 BAR
n
I (2) 16d
I CONC. BLOCK WALL 0 12" O.C.
I
(2)2x4 P.T. W/1/2" DIA.
(2) 10d
COUNTERSUNK BOLTS
® 6" O.C.
1 ® 24" O.C. VERT
2 1/4" MIN EMBEDMENT
3 1/4"
11 WITH 2" SQUARE X 1/8"
I
THICK HURRICANE WASHER
DETAIL AT
�i TOP OF SLAB
90• CORNER
L'-----
EXTERIOR FRAME WALL TO
CONC. BLOCK WALL CONNECTION
FLASHIN
NMI
ETAIL AT FLO
ON MASONRY
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 II
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
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' O.C.
PRE-ENG. TRUSSES
AT 24' ❑.C.
19/32' CDX PLYWOOD SHEATHING
2x4 BLKG. @ 48' D.C.
ALUM. DRIP EDGE
I
\L(2)
16d COMMON NAILS AT
2X4 45° CROSS BRACING i
EA. 2X4 LADDER FRAMING
W/(2)16d NAILS AT EA, I
TRUSS WEB MEMBER
2X4 STRONGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0-
45° CROSS
BRAC NG SCHEDUE
L
��P�2��xN�4
15/322444W❑❑D
BRACING REQ'D.
GABLE END TRUSS SET 3/4'
W��D T EE&AN 20
FT. SPACED 4'-0' ❑.C.
FROM FACE ❑F CONC, BLOCK
1
1 20 FT.
(3) PAIRS AT 1/4
LESS THAN 10 FT.
- CEMENTITI❑US
POINTS Cl) PAIR AT
MIDP❑INT
5/8' SHEATHING OVER GABLE
C❑ATING ON METAL
I
END TRUSS FASTEN WITH 8d
LATH
2x4 TRUSS BOTTOM
NAILS AT 6' O.C.
- BOND BREAK
CHORD BLKG, AT I
4'-0' D.C. REFER
2X4 'T' OR 'L' STR❑NGBACK AT GABLE
VERTICAL LONGER THAN
TO FRMG. PLAN I
48' - CONNECT
WITH 12d NAILS AT 12' O.C.
- (Z) LAYERS 15#
(2) 16d I
SIMPSON HETA20 AT EACH TRUSS
FELT
COMMONS TOE
VERT WEB MEMBER (24' D.C. MAX)
NAILED EA, SIDE I
16d COMMON
NAILS AT 6' D.C.
- MEMBRANE BRIDGE
TO 2x6 P.T.
FLASHING
PLATE
CEMENTITI❑US FINISH OVER FRAME
C❑NSTRUCTIION
8x8 U-BLOCK TIE -BM. FILLED
APPLIED 2 LAYERS OF AN APPROVED
N
W/ CONC, & (1) #5 BAR C❑NT,
WATER RESISTANT BARRIER MATERIAL
OR i LAYER OVER AN APPROVED HOUSE
-FLASHING / CONTROL
WRAP,
JOINT
VERT. #5 BAR AT EA. REINF.
EXPANSION J❑INT
FILLED CELL PER FDN. PLAN 1
AT CEMENTITIOUS
1I�II�i#
PLATE
GABLE END SECTION X-X
8' AN HORIBOLTS
@ 32' D.C.
- CEMENTITI❑US
C❑ATING ON BLOCK
MICHAEL C. ANDERSON
i . FLo
igne
. ••
��G s
-' = a41°rdeKsd
FRAMING
•
MICHAEL C. ANDERSON, ARCHITECT OF RECORD rZo0lpe-.GV
FFL. LIC. AR0017305
1020 SW PROMNCETOWN LANE, PORT ST. LUCIE, FL
S
34953 ,� ...20� �QI[1�5
(772)418-2118
��'ED -050
PLANS DESIGNED TO MEET THE REQUIREMENTS
OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH
EDITION) FL. LIC. AR0017305
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F-
PROJECT
NO. 17-015-018
DATE DRAWN 11-15-20
DRAWN BY MCA
WILSHIRE 1800 B2
1 ST FLR. LIV. 714 SQ. FT.
2ND FLR. LIV. 1073 SQ. FT.
GARAGE 384 SQFT
LANAI 160 SQFT
ENTRY 23 SQFT
TOTAL 2367 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
16,200 CUBIC FEET
SHEET
A 6mO
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
ALL REQUIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE ONLY (NO UPLIFT LOADS)
EQUIVALENT GRASPABILITY:
TYPE I: 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
NOTE:
EATHING EXTENDS TO BOTTOM OF
:OND FLOOR STUD TO FLOOR TRUSS
D. SHEATHING PROVIDES
IREMENT. AT THESE LOC
S12" 1ST FLOOR STUD TO
. AT FRAME WALL LOCATH
V AT BLOCK TO FLOOR T
LOCATIONS.
FLOOR TRUSSES
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 3' O.C. EXT.
SHEATHING NAILING PATTERN
(2) ROWS AT 2X6 TOP RAIL
(1) ROW AT 2x4 BOTTOM RAIL -
CONTINUOUS 2x4 SOT. RAIL
- CONNECT TO FLOOR
TRUSS W/ (4) 16d NAILS
(2X4 P.T. IF IN CONTACT W/
CONC.)
ALTERNATE FLOOR
TRUSS END RAILS
IN LIEU OF 2x4 BLOCKING
BTWN. RAILS AS PART OF
FLOOR TRUSS END CDNST.
8d NAILS AT 3" O.C. AT
SHEATHING EDGES -
ROOF TRUSSES OR 2x
RAFTERS AT 24' O.C. -
CONNECT W/ (2)16d MIN.
COMMONS TOE -NAILED TO
TOP PLATE
z NOTE: ALL NAILHEADS --- - - - - - - -TI'----T L --
TYPE II: HANDRAILS WITH A PERIMETER GREATER THAN 8 1/4' SHALL HAVE A SHALL PENETRATE THE 1.1 1.1
FACE OF THE SHEATHING I I I I
GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER z
By AJ
RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4" MEASURED VERTICALLY FROM THE MORE THAN THE
TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16' WITHIN NAILHEAD THICKNESS •I I•I SIMPSON 'SPH4' PLATE
EACH
7/8' BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL Y� ( 1 1 11
�) STUD TO TOP PLATE -
CONTINUE FOR AT LEAST 3/8' TO A LEVEL THAT IS NOT LESS THAN 1 3/4" BELOW 8 _ - - - - u - - - -
THE TALLEST PORTION OF THE PROFILE THE MINIMUM WIDOF THE HANDRAIL ABOVE NAILS FIELD STUDSC AT = II0
1 r
THE RECESS SHALL BE 1 1/4' TO A MAXIMUM OF 2 3/4e'.. EDGES SHALL HAVE A
MINIMU RADIUS OF 0.01".AT 1 I
OPENING LIMITATIONS
BALUSTERS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE RAILING 2X4 CONTINUOUS
rc HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4' IN DIAMETER. I•I •I
BLOCKING ON EDGE OR
I I I I L FLAT - ALIGN WITH EDGE
THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY A RISER, I I I•I L EXT. SHEATHING
TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6"IN DIAMETER. (LOCATE AT MID -WALL
z_ 11 I I L HT. W/ NO SHEATHING) -
'L II•I I•I
� II II t
TOTAL STAIR RUN 'co 1.1 I.1
MINIMUM TREAD (NOT INCLUDING NOSING) 10' WIDE
II II
8d NAILS AT 3' O.C. AT I•I I•I
I* NOSING SHEATHING EDGES -
�a' STAGGER NAILS BTWN
T O G PLYWOOD SUBFLOOR II II 2x STUDS AT
/ 1X10 STPoN FLOOR TRUSS
1' NOSING
NAIL (2)2X4 10 BOTTOM OF
2X12 TREAD TRUSS 12'OR LESS IN
DEPTH
PLYWOOD RISER�0jLFl
is
`
// 2X8 STAIR LEDGER - CONNECT TO FLOOR
TRUSS W/ (2)-10d NAILS AT 8' O.C. MAX.
n
// OR EQUIVALENT
n
/
/ CONNECT CARRIAGE TO LEDGER
W/ (2)-10d TOE -NAILED
COMMONS STAGGERED EACH SIDE
s
/ CONNECT PLYWOOD RISER TO
8
/ TREAD WITH (4)-8d NAILS
/
2X12 CARRIAGE AT SIDES AND
/ CENTER OF STAIRS WITH 2X6
/ SPACER AT SIDE WALLS -
CONNECTSPACERTO EACH STUD
//
) 10d
COMMONS
2X4 P.T. KICK PLATE FASTENED
/
TO SLAB W/ (3) 1/2' EXP.
/
ANCHORS (2" MIN. EMBEDMENT)
SPACED 12" O.C. MAX.
TYP. STAIR SECTION
PANEL EDGES
I•I 1.1
II I
16" O.C.--�
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 1 1
BOTTOM OF FLOOR TRUSS
HORIZ, AT 2x SILL PLATE
Ll
_ -
i•I I•I
11 II Ll
- - - - L,L -- - -11--- - J
- -
FLOOR TRUSSES AT
_
_-
24' O.C.—�
2X4 BLOCKING BTWN. - - T
.______=____
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- -
RIM BD. AT ALL
SHEATHING EDGES
I I• I 1 1 I
• •
I
�— 2x4 BLOCKING BTWN.
I I 1 i I
I--�
RIM BD. AT ALL
,
SHEATHING EDGES
PROVIDE DOUBLE ROW OFj8dNAILS
Bd NAILS AT 3" O.C. HORIZ.
AT ALTERNATE CONT. 2X8AIL
AT TOP AND BOTTOM RIM
LLO. 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
AT EACH
4TE
'LSTA24" OR
Y AT EACH
BOTTOM PLATE
H
INDICA'
FLI
_2X4 DIAPHRAM BLKG. AT 24' O.C.
CONTINUOUS ACROSS 1ST (2) TRUSS BAYS
CONNECT TO EACH BOTTOM CHORD W/ (4)
10d NAILS ----7
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-
'2'
TRAPSSIMPSON CONNECTING
GABLE END TRUSS TO
BLOCK WALL
I SIMPSON "LSTA36" STRAPS
INECTING 2ND STORY CORNER
TUDS TO GABLE END FLOOR
TRUSS - LOCATE 1 V FROM
CORNER EDGE
2x4 CORNER WALL STUDS
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"
0
+ + + + + . + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
+ + + + + + + +
+ + + + + + + +
' H. 2x4 SPACER W/ NO GAP
ABOVE WALL SILL PLATE
SHINGLE SIDE VIEW
STRAP IN CENTER STUD )0 J
)0 NOT PLACE STRAP JOINT
SHINGLE NAILING DETAIL
TWN. STUDS - ALIGN SOLID
BLKG. BELOW
HIGH WIND OR STEEP
SLOPE N.T.S.
FLOOR TRUSS
SIMPSON "LSTA36" STRAPS
)VER EXTERIOR SHEATHING
NECTING 2ND STORY CORNER
UDS TO GABLE END FLOOR
TRUSS - PROVIDE SOLID
OCKING FOR STRAP NAILING
FIBERGLASS SHINGLES OVER 300 FELT
(APPLIED SINGLE FASHION, PARALLEL TO AND
NOTE: ROOF UNDERLAYMENT
STARTING FROM THE EAVE AND LAPPED 2%
SHALL COMPLY WITH SECTION
R905 OF THE FLORIDA BUILDING
FASTENED WITH 1" ROUND PLASTIC CAP,
CODE (6TH EDITION)
METAL CAP NAILS OR NAILS AND TIN TABS
ATTACHED TO SHEATHING WITH 2 STAGGERED
ROWS IN THE FIELD OF THE SHEET WITH A
MAXIMUM FASTENER SPACING OF 12" O.C.,
AND 1 ROW AT THE OVERLAPS FASTENED 6"
12
OR 2x6 RIM BOARD(S)
O.C.) ON 15/32' O.S.B. SHEATHING AND
PER I—
VI DE SOLD BLOCKING 81WN.
PRE-ENGINEERED WOOD ROOF TRUSSES AT
24' ON CENTER MAXIMUM (SEE ROOF NAILING
EIEV.
AT CORNERS
PATTERN DETAIL FOR SHEATHING) (SEE
SHINGLE NAILING DETAIL FOR SHINGLES) —\
BLOCK WALL
�)OINECIISNG FLOOR TRUSS TO
CONK. ILK. WALL -NAIL TO
INSIDE FACE OF GABLE END FLOOR TRUSS GABLE TRUSS
END ELEV.
2ND STY. CORNER HOLD-DOWN DETAIL
SEE ROOF PLAN FOR REQ'D
STRAP AT EA. MENBER
REFER TO HEADER SCHEDULE
FOR SIZES
PSON "SPH C AT 16" O.C.
ACROSS HEADER SPAN
SIMPSON 'LSTA24' STRAP
AT HEADER STUD TO BEAM
(2) STRAPS EACH SIDE WITH
(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.
FLR. TRUSSES - CONNECT
TO TRUSS W/ (4)16d NAILS
4 P.T. RIM BD. BTWN. FUR.
TRUSSES - CONNECT TO
TRUSS W/ (4)16d NAILS
DBL 2K4 SOLID BLOCKING
BELOW HEADER STUDS OF
OPENINGS > 5'-0'
SMPSON "HETA20" STRAP AT
EACH FLOOR TRUSS END OR
24" O.C. AT GABLE END TRUSS
2-STY. EXT. FRAME
WALL CONNECTOR DETAIL
FASCIA TO BE ALUM. r
OVER 2 X
SUBFASOA.
NOTE:
SCREWS FOR DRYWALL ON WALLS:
MAX. EDGE SPACING; 7"
MAX. FIELD SPACING: 16'
SCREWS FOR DRYWALL ON CEILING:
MAX. EDGE SPACING.7"
MAX. FIELD SPACING: 12"
15/32' PLYWOOD
SHEATHING OVER
WOODTRUSSES
CEMENTITI❑US
C❑ATING ON METAL
LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
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
1/2" GYPSUM BOARD
CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH
SIMPSON SPH4 AT EACH STUD
CONTINUOUS ALUMINUM VENTED SOFFIT
CONTINUOUS 2 X 4 SOLID WALL BLOCKING ON
EDGE OR FLAT AT SHEATHING JOINT. NAILS
ARE PERMITTED TO PENETRATE 2" X 4'
BLOCKING SET ON EDGE.
R-11 MINIMUM INSULATION REFER TO ENERGY
CALCULATIONS FOR REQUIRED INSULATION.
7/8' CEMENTITIOUS COATING ON LATH OVER (2)
LAYERS 15/ FELT OVER 15/32' COX PLYWOOD
SHEATHING SEE DETAIL FOR REQUIRED NAILING PATTERN
2 X 4 STUDS O 16" ON CENTER
TINUOUS 2 X 4 BOTTOM PLATE
T
TINUOUS 2 X 4 TOP AND BOTTOM RAIL
NECTED TO FLOOR TRUSS 1WTH (4) 16d
S. BOTTOM RAIL TO BE 2 X 4 PRESSURE
ATED.
" TONGUE AND GROOVE PLYWOOD FLOOR,
ED AND GLUED YATH 8d NAILS O 12' ON
TER IN FIELD AND 8" ON CENTER AT
EL EDGES ENGINEERED FLOOR TRUSSES O 24' ON
TER MAXIMUM. PROVIDE DRAFT STOPPING
O SEPARATE CEILING AREAS NO GREATER
THAN 500S.F. PER 2017 FLORIDA BUILDING
CODE 2305.2
•
4'-0" '
• DIAPHRAGM AREA FASTEN WITH 5d NAILS AT
" ON CENTER FIELD AREA AT 7' ON CENTER
�•�
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COURSE FILLED WITH CONCRETE AND (1) /5
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AND TOP COURSE REBAR AT EACH
;f
REINFORCED CONCRETE FILLED CELL AS
FLASHING / CONTROL LOCATED PER FOUNDATION PLANS
J❑INT R-4.1 MINIMUM INSULATION REFER TO ENERGY
CEMENTITI❑US
C❑ATING ON BLOCK
FLASHING DETAIL AT FLOOR FRAMING
-
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IN.
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FINAL GRADE
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ONE #5 BAR DOWEL TIED TO FOOTING REBAR
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MINIMUM
MONOLITHIC SLAB EDGE FOOTING PER
FOUNDATION PLAN
TYPICAL
EXT.
2-STORY
WALL
SECTION
SCALE 1/2' - i'-O'
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)
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2. BOTTOM OF MEDICINE CABINETS AT
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TO CLG. H T.
4. SHOWER HEADS AT 6'-8" A.F.F.
SECOND FLOOR PLAN
SCALE 3/8" = 1'—O"
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
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PLAN REVIEW REVISIONS
MASTER PLAN REVISION
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A FLORIDA CORPORATION
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Ph 772-409-1010 / Fax 772-409-1015
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