HomeMy WebLinkAboutAPPROVED, Construction Plans- 408 Seafoam Circle Lot 36PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT / BLOCK * ( PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: JEFF MOTTRAM
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
THERMA-TRU
3/16" TEMPERED
HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
JAMBS' #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL: 1/4"
SMOOTH STAR
DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, W & 6" FROM MULLION.
FL21135.11
+40.0 - 40.0 PSF
STEEL TRACK BRACKET TO WOOD: 5116" X 1-5/8" LAG SCREW (FULLY THREADED) HEX
16070 OVHD
OVERHEAD DOOR
MODEL 9100
WAYNE DALTON
ee >>
WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK
FL9174.8
+39.2 -43.7 PSF
.
1.
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 s" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERs,1r'
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
FL15332.9
+/- 58.2 PSF (MIN)
O
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN, EMBEDMENT)
ANCHORS 3" FROM
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF MIN
(MIN)
O
FIXED
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS
ARE #10 WOOD SCREW
GLASS
FIXED 185
MI WINDOWS AND DOORS
1/8" ANNEALED
(1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS,
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX.
FL1534g.g
+!- 55.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA, TAPCONS (1-1/4" MIN. EMBEDMENT)
O
WINDOW
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
0
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD:
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
3 ANCHORS, JAMBS: 5 ANCHORS
+/ (MIN)
60 - MIN
PSF 0
FL17499.2
.
O
FIXED GLASS
MASONRY ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS
ARE #10 WOOD SCREW
FIXED 185
MI WINDOWS AND DOORS
1/8" ANNEALED
(1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS,
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX.
FL15349.9
+/- 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.
ee »
PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF
FL12328.7
THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C.
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
PRODUCTS INC.
ee >>
EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
FL18355.1
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION
ee >>
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
MATERIALS
+/- 70.0 PSF (MIN)
HURRICANE SHUTTERS
20 GAUGE GALV.
STEEL STORM
EASTERN METAL SUPPLY
ee >>
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
FL 22270.1
PER MANUF.
PANELS
SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART
SPAN CHARTS
TABLE R301.2(1)
CI IKAATIr` Arun rP(1r RADW[n nOQlnA -MUDIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN f
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS
AIR
FREEZING
MEAN
ANNUAL
Speed
Topographic
Weatheringa
Frostlineb
Termitec
LOAD
(mph)
effects` (NA)
CATEGORY'
depth
TEMP'
REQUIRED'
INDEX'
TEMPT
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 toot = 0.0479 I(Pa,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)j. 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 971/2-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 = 2,353.3 SQ. FT.
VENTILATION AREA REQUIRED = 2,201.0 SO. FT. / 150 (F.B.C. R806.2) = 14.67 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 207.2'
SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33') = 275.6 SQ. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SO. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 275.6 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SO. IN. = 22.47 SO. FT.
CONCLUSION:
VENTILATION PROVIDED = 22.47 SQ. FT. > VENTILATION REQUIRED = 14.67 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
!= a Kole] ,
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 HVAC PLAN
■ OF
CONSTRUCTION:
■•
BUILDING DESIGN: ENCLOSED
ULTIMATE• 40 MPH
BUILDING CATEGORY:
PRESSUREINTERNAL COEFFICIENT:
IMPORTANCE FACTOR:
MEAN BUILDING HEIGHT: 15'
OVERHANG: ROOF PITCH: • /12
■ r;
ROOF DEAD LOAD:PSF (TIL
9-HUTTERS: YES X NO
IMPACTi ASSEMBLY:
ROOFLOAD:
••CHORD:
:• • •t)
s • 'ti •
COMPONENTS AND CLADDING WIND PRESSURES PER
2020 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SQ. FT.)
DESIGN
PRESSURE
0 to 19.9
27.6 PSF / -30.0 PSF
20 TO 49.9
26.4 PSF / -28.7 PSF
50 TO 99.9
24.8 PSF / -27.1 PSF
100 TO 499.9
23.5 PSF / -25.8 PSF
500 AND ABOVE
20.6 PSF / -22.9 PSF
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SQ. FT.)
DESIGN
PRESSURE
0 to 19.9
27.6 PSF / -37.0 PSF
20 TO 49.9
26.4 PSF / -34.5 PSF
50 TO 99.9
24.8 PSF / -31.2 PSF
100 TO 499.9
23.5 PSF / -28.7 PSF
500 AND ABOVE
20.6 PSF / -22.9 PSF
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
Michae
Digitally
signed by
I
Michael
Anderson
Anders
Date:
2021.05.14
on
08:46:08
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-7-20
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PROJECT
NO. 17-015-035
DATE DRAWN 3-22-21
DRAWN BY MCA
BERMUDA 1674 B2
LIVING 1674 SQFT
GARAGE 385 SQFT
LANAI 160 SQFT
ENTRY 54 SQFT
TOTAL 2280 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
SHEET
3" V.T.R. it
I
.'f
I !
3" I
I I
21' W.C.
I LAV
! 2"
j LAV
I
2" !
SHWR
3"
I j 2"
2" ! I LOOP 2»
SINK!-)
JAI 3" V. T. R.
�11 3" V. T. R.
I I
! I
r.
! I �
I r,
2"
WASH I I 7
2"
j SHWR j I
' » !
w. c. �
4" MAIN
2"
LAV
3"
CLEAN
OUT
TO SEWER
OR SEPTIC TANK
SCHEMATIC PLUMBING RISER
13'-0" 25'-0"
36"X36"X16"
DEEP CONC. FTG.
W/ 3-#5 E.W. 2'-0" 3'-10" 4'-0" 4'-2" 3'-10" 7'-200
A
L J G (- ------------- ---,
1 I A I
B I 1 I
d n00
-
I G o I
1 RECESS SLAB ,n I
—o„ a, —off
" 3 1/2" FOR SHWR. I
co
I I 3'-8 1 /8" 3�_p�� 3'-9 1 /8" 7'-5 5/8"I
I N
0 1 2' 11 " 16'-5 3 8'f
00 ! ( N RECESS
in `n 1 1 SLAB FOR I L
HB O S.G.D. I
LO
i� FLOOR OUTLET is I 1 L V AV C
■I 1
CONDUIT SHWR.
UNDER SLAB 1 0
I FOR ELECTRIC
to I 9'-3 3/8" I
■ I ' ;N I L 4" 2500 PSI CONC. SLAB W/
0
FIBER MESH, AND/ON 6X6-10/10
0-0 I I 1 WMM WITH MIN. 1" COVER ON 6
I MIL. POLY VAPOR BARRIER OVER
I I REFERENCE FE R E N N `o CLEAN FITERMITE LREATED COMPACTED
I CE I r I
I FINISH FLOOR 00 I I
® 8'-4 3/4" N 19'-4 3/8"
I I.
SINK I INDICATES G.M.U. CELL FILLED
�! I DISP. I REBAR CONT. FROM AND (FOOTINGERT.
I I TO TIE BEAM (TYPICAL)
I I I 0 1 19'-2 3/8"
■ I I I � �I
[D:W:
H A
0 1 1
r
i�
i
I 1 //: -- CHASE FOR ELECTRIC � I -- _ _ -0'-4»
TO ISLAND AHU - __� _ WH
`n - coND
cfi f I A/C
co 1 CHASE I
I I 19'-4 3/8"
I
I I
B I 0
Ln
— -I
I I O I
to
I I CL I 1
■ A ■ ® I I HB
SLOPE DOWN 1"
♦ \ / ♦ I F AT GAR. DOOR
D 1 I yi
I o
�— — —� do
® ® ■ N
P ■ ■
00
G O
11 L�L
3'-5" L 4'-10" 3'-5" 6'-4,1
38'- 0"
20'-0"
V) 6x6 - 10x10 WWF
CONC. 6x6 - 1Ox10 WWF w OR FIBER MESH
SLAB OR FIBER MESH ¢ CONC. i=
> SLAB
f o GRADE
iv 2- f
BADS
8" 1'-4'
A DETAIL
1
Q0
0
i�
0
I CONC. uj
o (0 SLAB
H1 DETAIL
1
0
I
+� CONC.
SLAB
00
N 4» 8ff
1
G1 DETAIL
1
42" X 42"
A/C PAD
0
h
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
" OF FORMBOARDS
I
AC — 71-0"
BD — 68'-2"
DIMENSIONS ARE
ROUNDED TO THE
CLOSEST INCH
2- #5 BAIs'�
8ff BARS (.
f-41f 2f-0„
g DETAIL C DETAIL
1 1
V)
CONC. w
SLAB Q
0 GRADE
2—# ! 12"(MIN)
BADS L L BELOW
11 8"1'-4'
D DETAIL
1
CONC. 1-#5
SLAB rBAR
00
4 f 8
G DETAIL
1
5 1/2" FRAME
7 5/8" {(BLOCK w
CONC.
SLAB M y
2- #5
1'-4" BARS
/J"\ DETAIL - S.G.D.
1
0 VI
6x6 - 1Ox10 WWF
OR FIBER MESH
CONC. 1 f_o» SLOPE
SLAB
::::j
2- GRADE
BA
11'I;
F DETAIL
1
1- #5
CONC. BAR
SLAB
Ln
8f9� LIJ
H \ DETAIL
1
CONC. 2-#5
SLAB -7 BAR
0
s • "I
4" 4»
K DETAIL
1
SLAB 8 VARIES 8 N SHOWER
CONC. RECESS
SLAB _ AT WALL
GRADE
SHOWER ----- o
,- RECESS 2-
BADS _!
M
1
L DETAIL M DETAIL
1 1
FOUNDATION PLAN
PIPE SLEEVE (DIA.
LARGER THAN PIPING
THRU FTG.)
3" MIN.
FTG. PER
DEPTH
3" MIN 3" MIN. �FOOTING
DETAIL
&
REBAR
TRANSITION
PIPE THRU
PF FTG. DETAIL
1
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)
MICHAEL C.
ANDERSON
Micha
Digitally
signed by
Michael
el
Anderson
Ander
Date:
2021.05.14
son
08:46:30
-04'00'
FL. LIC. AR0017305
/PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-7-20
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PROJECT
NO. 17-015-035
DATE DRAWN 3-22-21
DRAWN BY MCA
BERMUDA 1674 B2
LIVING 1674 SQFT
GARAGE 385 SQFT
LANAI 160 SQFT
ENTRY 54 SQFT
TOTAL 2280 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
13,392 CUBIC FEET
KIT. AT DINING RM.
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. BEARING WALL +8'-0"
UNLESS OTHERWISE NOTED
7. HEIGHTS ARE MEASURED ABOVE
TOP OF FOYER SLAB
8. SEE STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION
KNU REF
KIT. AT RNG./REF.
OPEN TO
BEYOND
SINK
=B6 3" FILLER
DW
KIT. AT ISLAND
WALL MTD. LT._�.
FILLER
C. MIRROR
A.
LAV
SEE
■��MEN
SON
ON
111111.1111■■■■
0
13'-0"
2'-4//
,-4»
12'- 0"
TOP OF BLOCK TOP OF BLOCK
+9'-4" A.F.F. +8'-0" A.F.F.
61-611
HDR. HT. HDR. HT.
EGRESS EGRESS R/S
8'-0" CLG.
2f-0„g--0-CLG. - - - - --I
CLG. �
INSTALL TYP. 18'-8 3/4" ItR
5'-0'Ct
d SCREEN LANAI "
N ENCLOSURE I M.BR \ I
r AT 8'-0" CLG.
LANAI -VERIFY ■ � COFFER CLG. � I S
I
KICK PLATE I I
HEIGHT AND N R/S
DOOR 3`-O" 8'-0"
LOCATION 5'_0" 3'-2 1/2" 7'_ 1 3/4„ 3'-4 1I 2„
5,-0»
]]
0 0
� CLG.
9'-4" CLG. 8'-0" CLG. 5 SH R/S
`n 0;....
CLG. - - - TEMP. GL.
HB I ® ENCL. ON 42"0 »
�j 17'-8 1/2" C° ®w H. WALL MIN. MIN. r i
IT K° I
cv - 3 i
COFFER CLG. ' I v�J 12'-5 1 /4" \4j
I `-"
I
?� \ I z \ 42" H. WALL
Lo
�-CER. I
TILE u2
00 �
-0 8 0 \
CLG. BRA
81-00" 8'-0" CLG.
I
HDR. HT. I
M. BATH VANITY
ih
d-
T-WALL MTD. LT.
�� 00
o
I
i� < O
FILLER
BATH 2
INTERIOR ELEV. NOTES:
1. BATHROOM TOWEL BARS AT 54" A.F.F.
2. BOTTOM OF MEDICINE CABINETS AT
54" A.F.F.
3. TOP OF BATHROOM SHOWER TILE
TO CEILING.
4. SHOWER HEADS AT 6'-8" A.F.F.
I
n
I
SOAP
DISH
ECESS
CENTER
ON WAL
TYP. SOAP DISH
RECESS LOCATION
2'-0" 3'-9 1/8" r2'-5 1/2" -
00
9'-11 1/2"
8'-0" CLG.
06'-9
3/8"
FSP.
TOP OF
i 2X6 DRYER
BLOCK
WALL VTR
5
0
+9'-4"
A.F.F.
o Q; o �
ff
F
\_
1 \
5
1 /2' 6'-1 1 /2"
LO 12'-5 1 /4"
VENT
1 1
1
8'-0" CLG.
_
BR.2
MICROWAVE
THRU
00
N Dye ! I
I I I `n
STACKABLE
U
2' 0" - ��
oo 8'-0" CLG.
CN
WALL
1 1
J
WASHER
-& DRYER
I�:I I CHEN �
I11-1
5
4�2$ 5
/W
LL
I
4
I
.-
COFFER CEILING I
O
Lj<t
9'-4" CLG.
2'-0"
6'-0" I- 9'-8 1/2"
-
19'-0 1 /4"
L 1/2 I
WALL
FOYER.-
ff� C
I� ___ ACC'En-
10'-4" CLG.
i Q
GARAGE
2'-0"
o DINING
8'-0" CLG.
TYP.
I COFFER CLG.
LO
r
BV.
8'-5'
(DA
E
f
J
L
10'-4" CLG/ 11'-0"
16"0 FOAM
CLG. HT.
COLUMN W/
TOP OF BLOCK
9'-4" CLG. , 18"W.
ARCH
PER DETAIL
10
A
A SOFFIT
B -
A B
81-8»
8'-8»
HDR. HT.
B
HDR. HT. TOP OF BLOCK
TOP OF BLOCK
8'-8f1 + '-4" A.F.
.
+89- „ A.F.F.
HDR. HT.
3'_O/,
11 89121-O»
--
16'-0»
3'-5" 3'-5»
4'-10» 6'-419
f
u
7
I.
11
0 6 -8,9
HDR. HT.
EGRESS
WH
COND
■
DOOR SCHEDULE
O
SIZE FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 SWING
1
EXT. DOOR
2
8068 S.G.D. 96X80"
53.3 S.F.
58
.25
1
EXT. DOOR
3
2868 SWING
1
SOLID CORE
4
1668 SWING
1
INT. DOOR
5
2868 POCKET
2
INT. DOOR
6
2868 SWING
4
INT. DOOR
7
4068 BIPASS
1
INT. DOOR
8
2468 SWING
3
INT. DOOR
9
2068 SWING
1
INT. DOOR
10
16070 OVHD. DR.
1
GARAGE DOOR
WINDOW SCHEDULE
0
SIZE FRAME AREA
U FACTOR
SHGC
Q
REMARKS
A
25 SH 36"X62"
15.5 S.F.
49
°24
3
"B"
MULLI TO
B
38" W. HALF RND. 38.0"R
ARCH TOP 3.9 S.F.
.47
.24
3
5 LI ETO
»A»
C
35 SH 52.125"X62»
22.4 S.F.
55
.22
1
D
25 SH 36"X62"
15.5 S.F.
.49
.24
5
E
36";- W. HALF RND. 18.0"R
,ARCH TOP 3.5 S.F.
•47
.24
1
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
(2)2x8 BEAM W/
2x4 TOP PLATE TOP OF ARCH
ACROSS ENTRY +8'-9" A.F.F.
TOP OF ENTRY
TRUSS BRG. HT.
+11 -0 A.F.F.
TOP OF BLOCK KNEE WALL ABV. BLK.
+9'-4" A.F.F. b WALL W/ 1/2" DIA. EXP.
ANCHOR W/ 6" MIN.
ar 20" EMBEDMENT
3AD. 1'-6» TOP OF BLOCK
-
N 1'-6"f -
PROVIDE 5/8" DIA. +8'-0" A.F.F.
TAPCONS SPACED p 1
6" O.C. FOR P.T. NOTE: PROVIDE SIMPSON "SPH4"
2x4 BLKG. BTWN.
2X4 TO BLOCK AT TOP OF KNEEWALLS AND
FACES OF SOFFIT
HB WALL CONNECTIONS FROM FACEOF HEADER
16"W. SOFFIT TO
LIVING RM. CONC. AND SIDE WALLBOX OUT GARAGE CONC.
LO BLOCK WALL BLOCK WALL
■
i 2"0 RND.
FOAM COLUMN
ENTRY ARCH SOFFIT DETAIL
SOFFIT AND BOX OUT TO USE 2x4 BLOCKING WITH
on
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
Michae
Digitally si ne
9 Y 9
I
by Michael
Anderson
Anders
Date:
2021.05.14
08:46:46 -04'0 '
on
FL. LIC. AR0017305
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NO. 17-015-035
DATE DRAWN 3-22-21
DRAWN BY MCA
BERMUDA 1674 B2
LIVING 1674 SQFT
SHEET
I' 1
NOTES.-
1. WALL FENESTRATION PER FBCR 2017 703.4
CEMENTITIOUS
COATING ON LATH 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS,
RIDGE HEIGHT FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF
" +18'-7" A.F.F. ROOFING CEMENT.
20 W. ARCH SOFFIT PER
DETAIL ON SHT. A2.0 6"W. RAISED TRIM 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X
�(PROJ. 3/4") BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED
TOP OF ARCH \�12 BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. 12
FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW 61!
6"W. RAISED +9'-2" A.F.F. SCORE LINES �6 WRAP BY WFM MANUFACTURING SEE DTAIL ON SHEET A6.2 TRIM (PROJ. 3/4") ( ).
CEMENTITIOUS COATING ON
LATH
16" OVERHANG
D� TYPICAL UNLESS
OTHERWISE NOTED
-- --�-� --�— —`-L — --------------- TOP OF BLOCK --__
+ �' - 4" A.F.F.
— —6=W. RAISED TRIM (PROJ. 3/4") — — — — — — — — — TOP OF BLOCK — —
® +8'-0" A.F.F. C.J. (11 I 11 1
IT I_--]
L
r
o z
04
o
U
-- ---- --- -- — — — — TOP OF SLAB
+0'_Oi/ A.F.F. — — —
COS 6"W. HALF RND. 12"id FOAM 6"W. HALF RND. FOAM TRIM
FOAM TRIM 1/2 COLUMNS W/ MATCH TRIM HT. AT LIVING RM. WINDOWS
3" HALF RND. TRIM RETURN TRIM
AT TOP/BOTTOM ALONG SIDE WALL
FRONT ELEVATION
SCALE 1/4"
1x3 OR ]x4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 12' 0/C.
MAIL
CONC. OR MASONRY
"DRYWALL BOARD
CAULKING
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16 z3 1/4' TAPCON
SCREWS O 24. 0/C
MAX IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMEN7ITIOUS FINISH
HEAD DETAIL
WINDOW
-- STUCCO FINISH
PERIUVER CAULKING
CONE OR MASONRY
1x4 OR fx6 AT. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
} q° COIL NAILS AT 24' O/C
ab MAX
DRYWALL BOARD
CAULKING
DOOR FRAME
FASTEN THRU BUCK W/
W/ 3-1/4' x 1/4' (MIN)
TAPCONS AT 24 O/C MAX
IN PREDRILLED HOLES
BY MANUFACTURER
JAMB/HEAD DETAIL
(SGD)
REAR ELEVATION
SCALE 1/4" = 1'-0"
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16-x3 1/4' TAPCON
SCREk5 O 24' 0/C
MAIL IN PREDRKLLFA ALUMINUM FRAME
HOLES BY MANUFACTURER SECURE FRAME 70 SILL
PERIMETER CAULKING W711 SILICONE
CEMEN7171OUS FINISH CAULKING
CONC, OR MASONRY
1x3 OR 1x4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED ° : ba
COIL NAILS AT 12' 0/O:
MAX PRECAST OR POURED
SILL
PENNETER CAULKING
DRYWALL BOARD
CAULKING
JAMB DETAIL SILL DETAIL
WINDOW WINDOW
7 DOOR FRAME
FASTEN 1U Su W/
V x 1' SCREWS
O 2=0' O/C
FLOOR COVERING
0
a
�Qe
GROUT BID
CONCRETE SLAB
SILL DETAIL
(SGD)
CEMENTITIOUS COATING ON BLOCK
00 20" SIDE WALL
I RETURNmd
LEFT ELEVATION
SCALE 1/4" = 1'-0"
12
16
TOP OF BLOCK — — — )
+8'-0" A.F.F.
CEMENTITIOUS COATING ON BLOCK
20" SIDE WALL 00
RETURN I
c0
- _TOP OF SLAB
+O' OF A. F. F.
00
V-2 7/8"
00
�t ] 1'-2 7/8"
a
00 1'-2 7/8" `-
\ I
LO I
I
t0 e- 1'-2 7/8"
129-4"
C
0
OVERHANG SEPARATIONS
1x6 AT BUCK SET IN
DOOR THRESHOLD SET
CONC OR MASONRY
SEALANT AND SECURED W/
IN BED OF CAULK &•
CASE HARD NAILS O 12' O.C, (MAX)
FASTENED to SILL W/
3/16' DIA. TAPCONS
®16' o/C
PERIMETER CAULKING
DRYWALL BOARD
° °0
FLOOR COVERING
• o
DOOR
CSWEN717i0US FTNiSH
1ML"TER CAULKING
o 0 °
�Oe a, b
o °
'b
DOOR FRAME FASTENED THROUGH BUCK
W/ 3-((1 4' x 1/4' (MIN) 7APC04
11
DOOR7RIM
��°
o
6 MKNt _.TAP CORNER
PERIMETER CAULKING
AND
4 EtT. SPACED TAPCONS L)N FA. VERTICAL
CONStAB
LEG W/ MIN. EWBED OF 1 5/8'
HEAD/JAMB DETAIL SILL DETAIL
EXT DOOR EXT DOOR
1/4" = 1 a—Oaa
RIGHT ELEVATION
P.T. (2) 20 BUCK -
CONNECT TO BLOCK
x 3" TAPCONS (1 1/4 MIN.
EMBEDMENT INTO BLOCK)
ATTACHMENT PER MFRS.
PRE-ENGINEEREDRECOMMENDATIONS
ROOF TRUSS
L 1X2 NAILED TO TRUSS TAILS
W/ (2)-8d NAILS
e o1
CONCRETE "U" BLOCK
TIE -BEAM TOP COURSE rf
HORIZ. 2X2 NAILED TO
VERT. 1 X2'S W/ 12d X
3-1/4- NAIL
ATTACHMENT PER MFRS.
SEE\PLNRECOMMENDATIONS
STAPLES ® 8" O.C. PER MFRS.
RECOMMENDATIONS
SOFFIT DETAIL CONTINUOUS VENTED SOFFIT
N.T.S.
SCALE 1/4" = 1'-0"
2x4 VERT. AT EA. FACE OF
PRECAST LINTEL AT TOP ARCH W/ (3) 10d NAILS AT
BLOCK COURSE EA. END TOE NAILED W/(2) --�
10d AT BUCK
TOP OF BLOCK WALL 2x4 SOLID BLOCKING (FULL
WIDTH OF WALL) B'iWN.
PLYWD. ARCH FACES W/ (3) —
10d NAILS THRU PLYWOOD
INTO EA. 2x4
P.T. (2) 20 BUCK -
2X4 VERT. BRACES CONNECT TO BLOCK W/ fie'
x 3" TAPCONS (1 1/4 MIN.
15/32" COX PLYWOOD PANEL EMBEDMENT INTO BLOCK) - -
(BOTH SIDES) NAILED TO BUCK
W/ 8d NAILS AT 4' O.C. �4\ADE XC E3" TAPCON
N 0(1
2x4 SOLID BLOCKING (FULL BLOCK) AT EA. SIDE BUCK-(1)
WIDTH OF WALL) BTWN. PLYWD. WITHIN 4' MIN. TAPCON OF —
ARCH FACES W/ (3) 10d NAILS START OF ARCH
THRU O.S.B. INTO EA. 2x4
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
SECTION A —A B x 3" —
BUCK
CONTINUOUS
15/32" COX PLYWOOD
A -A PANEL (BOTH SIDES)
NAILED TO BUCK W/
8d NAILS AT 4" O.C.
CONTI
UOUS
CON
PLANK LINTEL PER
C
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
ARCH
OPNG. LINE OF RECTANGULAR
ROUGH OPENING
ARCH IN
MASONRY OPNG.
DETAIL
MICHAEL C. ANDERSON
Michae Digitally si
9 Y ne 9
I by Michael
Anderson
AndersDate:
MICHAEL C. ANDERSON, ARCHITECT OF RECORD2021.05.14
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:47:01 -04'01
(772)418-2118 on
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
PLAN �REVIE�WR`EVISi`ONS'
MASTER PLAN REVISION
4-7-20
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PROJECT
NO. 17-015-035
DATE DRAWN 3-22-21
DRAWN BY MCA
BERMUDA 1674 B2
LIVING 1674 SOFT
GARAGE 385 SOFT
LANAI 160 SOFT
ENTRY 54 SOFT
TOTAL 2280 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE _
13,392 CUBIC FEET
. J
SHEET
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. CAD 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
NOTE: TRUSS LAYOUT IS SCHEMATIC. REFER
TO TRUSS COMPANY LAYOUT FOR TRUSS
LABELS AND LOCATIONS.
(2) HETA2
In
NOTE: BRACE
WALL WITH 2X4
BLKG. AT BOT.
CHORD EACH
SIDE - PROVIDE
TAPCONS
SPACED 12" O.0
STAGGERED ON
LANAI SIDE &
HETA20 ON TOF
OF WALL
ANCHOR SCHEDULE
(SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER)
DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN
SIMPSON HETA20 < 1810 > 10-10d x 1 1/2
USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.)
SIMPSON MTS12 < 1000 > 14-1Od x 1 1/2
USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.)
SIMPSON (2) HTS20 < 2900 > 24-1Od X 1 1/2
TO PLATES
24-10d X 1 1/2
TO STUDS
SIMPSON MGT (IN FRAME WALL) < 3965 > 22-10d / 5/8" DIA. A.T.R.
SIMPSON PHD5 (IN FRAME WALL) < 4685 > 14-1/4"X3" WD. SCREWS
/ 5/8" DIA. THRU-BOLT
SIMPSON HTT16 (IN SLAB) < 4175 > 18-16d / 5/8" DIA. A.B. W/ 7" MIN.
EMBEDMENT / "SIMPSON SET" EPDXY
TIE ADHESIVE
110
B-6 B-1
(2) HETA20
PRECAST HEADER SCHEDULE
B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
208"
81716-1 B
950 PLF
361 PLF
B-2
160"
8F16-1 8/2T
1075 PLF
770 PLF
B-3
70"
8F16-1 B
4144 PLF
1930 PLF
B-4
112"
8F16-1 B
1818 PLF
980 PLF
B-5
54"
81716-1 B
6039 PLF
2507 PLF
B-6
54"
8F8-1 B
2170 PLF
1660 PLF
s s
8U8 8F8-1B 8F16-1B/1T
#5 REBAR AT TOP
MIN, (1) REQ'D
•A 1-1/2' CLEAR
r
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF REBAR AT _ �'` C.M,U.
BOTTOM OF LINTEL CAVITY
F F
CD z
8F16-1B/1T `` a .°• GROUT
�Z
NOMINAL WIDTH L QUANTITY OF Zo #5 REBAR AT BOTTOM
NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY
TYPE DESIGNATIIN 7-5/8'ACTUA
8' NOMINAL WIDTH
FRAMING PLAN icha MICHAEL C. ANDERSON
SCALE 1/4" = 1'-0" Digitallysi signed b
g y
I Michael
Anderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
nder Date:
FL. LIC. AR0017305 202 1 .05. 1 4
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:47: 1 7
(772)418-2118 son PLANS DESIGNED TO MEET THE REQUIREMENTS OF-04�00�
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
( MASTER PLAN REVISION I
4-7-20
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PROJECT
NO. 17-015-035
DATE DRAWN 3-22-21
DRAWN BY MCA
BERMUDA 1674 B2
LIVING 1674 SQFT
GARAGE 385 SQFT
LANAI 160 SQFT
ENTRY 54 SQFT
TOTAL 2280 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE
13,392 CUBIC FEET
SHEET
umf
LEGEND
--
SURFACE MTD, CEILING FIXTURE
-
PENDANT FIXTURE
RECESSED LIGHT
' Y
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)
FO
WALL MTD. SMOKE
DETECTOR
0
CEILING MTD. SMOKE DETECTOR
®
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
110 V. JUNCTION BOX
-
SWITCH @ 42' A.F.F.
p—
RHEOSTAT SWITCH @ 42' A.F.F.
TP
TOUCH PAD FOR SECURITY SYSTEM
CENTRAL VACUUM OUTLET LOCATION
I=
ELECTRICAL DISCONNECT
t I
I PREWIRE I
I I
I I I
SD I ! t I
SD C.M.D.
I` I
I PREWIRE
FLOOR OUTLETI
N {I \ UNDER FAN I
I
\ I
\ I
I ' r I
II r I GFI
SINK
W/
DISP.III III
I f I
I i I
I E
I ° �° I
FI ,
> I
r ii I
DW ii I
e' I
OUTLET I •
FOR I
MICROWAVE GFI \ I
T5AV a/
8. \\ I Lj
GFOI
� \ U
GFI 00F1 OG f \\\ \
I
COACH LTS
PREWIRE
_J 1
PREWIRE
SD t
11 __
CATS
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.
SeMD(
PREWIRE ELECTRICAL LOAD CALCULATION
1674 S.F. AT 3 VA 5.0 kVA
2 SMALL APPL.ICANCE 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
TV SUBTOTAL 32.5 kVA
FIRST 10 kVA AT 100X 10.00 kVA
REMAINDER AT 40% 9.00 kVA
DISC. ` TOTAL OF OTHER LOAD 19.00 kVA
OGFI 10 kVA OF AC AT 40% 4.00 kVA
AHU WH
� TOTAL 23.00 kVA
AC
C®ND 23,000 VA DIVIDED BY 240 V 95.8 A
POOL SUB PANEL 30.0 A
P.C. — — \ TOTAL 125.8 A
ABV. \\} USE 150 AMP SERVICE
WP
A C I GFI
GFI � ' ACC�Sij) GFi
ELEC.
PANEL METER
GARAGE DOOR
OPENER PREWIRE
GFI
EXTENT OF AREA
FOR VINYL OR TILE
PER CONTRACT
COACH LTS.
PREWIRE
ELECTRICAL PLAN
2" RIGID O.H. SERVICE F.P.
3—#2/0 XHHW
2/0 SER CABLE
150
1M
( J
PANEL
C/B
METER
3#1 CU THNN
2" CONDUIT
NO. 4 CU. WIRE
TO COLD WATER
PIPE IF CU PLUMB.
IF NOT CU USE---"'`r� '
SUPPLEMENT GROUND
NO. 4 CU. WIRE
TO 5/8" x 8'-0"
SCHEMATIC
ELECTRICAL RISER
GROUND ROD
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)
MICHAEL C.
ANDERSON
lichae
Digitally
signed by
Michael
Anderson
nders
Date:
2021.05.14
In
08:47:30
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-7-20
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PROJECT
NO. 17-015-035
DATE DRAWN 3-22-21
DRAWN BY MCA
BERMUDA 1674 B2
LIVING 1674 SQFT
GARAGE 385 SQFT
LANAI 160 SQFT
ENTRY 54 SQFT
TOTAL 2280 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
13,392 CUBIC FEET
SHEET
R-30 INSULATION
ARCHITECTURAL FIBERGLASS SHINGLES OVER
15# FELT ON 15/32" CDX PLYWOOD SHEATHING
AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
HURR. STRAP @ EACH TRUSS
REFER TO CONNECTOR SCHED.
TYP. O.H.
R ROOF PLA - - -
TOP OF BLOCK
1/2" CLG. GYP. BD. t
8"x8" U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 REBAR CANT.IF
PRE-ENG'RED PRECAST LINTEL
SEE SHEET A 4.0 FOR DETAILS
1x4 P.T.-
PLOYCEL SEALANT -
P.T. WOOD BUCK -
ALUMINUM WINDOW (REFER TO
FLOOR PLAN FOR SCHEDULE) -
MARBLE SILL
1/2" DRYWALL ON 1 x2 P.T.
FURRING @ 16" O.C.
R-4.2 FOIL INSULATION W/
4 MIL VAPOR BARRIER -
WD. BASE -
4" MIN. CONC. SLAB
(2500 PSI) W/ FIBER
MESH OVER VAPOR
BARRIER OVER CLEAN
COMPACTED POISON FILL
CONNECTOR PER ANCHOR SCHEDULE
3/4" PLYWOOD SHEATHING
DECORATIVE CEMENTITIOUS COATING ON LATH
WNDW HDR HT - -
PER PLANS
ALUMINUM TRANSOM WINDOW
WITH FLANGE MOUNT. ATTACH
PER WINDOW MANUFACTURER
SPECIFICATIONS.
3/4" PLYWOOD SHEATHING
(2) 2 X 6 HEADER WITH --�
1/2" PLYWOOD SPACER
DOOR HDR HT - -
PER PLANS
12
PER
SIMPSON L CLIP
\
CLIP ANGLE--\
GIRDER TRUSS
SIMPSON LS30
CLIP ANGLE
R-30 INSULATION
USE 2X4
5"
REFER TO EXT. ELEV.
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
WDW. HDR. HT.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
CEMENTITIOUS COATING OVER
8x8x16 CONC. BLOCK
IN
IL
1-#5 VERT. BAR TIED INTO
ff #5 BAR DOWEL W/ STD HOOK
AND RUNNING INTO LINTEL
(LOCATIONS PER FDTN. PLAN)
0'-O„
TOP OF SLAB
I
FINAL GRADE
II- STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
J- CONC. FTG. PER
'7.
FOUNDATION PLAN
4 TYP. EXT. BLOCK WALL
TRUSS OR BLKING. PER PLAN
1/2" GYP BOARD
EL: 36" ABOVE
HEADEF NUM8R
5x5xj" WELDED
FLANGE
3" 0 x 1/4"
STEEL PIPE
�" TAPCON
TYP.4
FIBERGLASS SHINGLES OVER
15# FELT ON 15/32" PLYWOOD SHEATHING
AND 2X HIP JACKS & RAFTER CONVENTIONAL
FRAMING AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
SIMPSON HETA20 HURRICANE STRAP OR EQUAL
(3)10d NAILS FACE
NAILED TO 2X RAFTER
_ _ _ TOP OF BLOCK �j
REFER TO EXT. ELEV.
COVENTIONAL FRAMING @ BAY
N.T.S.
li LINTEL
I I
I
2x4 STUDS @ SPACING
II PER PLANS
VERTICAL FILLED CELL
W/ 1-#5 BAR
(2) 16d
CONC. BLOCK WALL @ 12 0.C----'
L; I
(2)2x4 P.T. W/1 /2" DIA. (2) 10d
COUNTERSUNK BOLTS @ 6" O.C.
@ 24" O.C. VERT 3 1/4"
II 2 1/4" MIN EMBEDMENT
II WITH 2" SQUARE X 1 /8"
I� THICK HURRICANE WASHER DETAIL AT
TOP OF SLAB 90" CORNER
11 L
L------
EXTERIOR FRAME WALL..._ TO
CON C. BLOCK WALL CONNECTION
LINTEL BLOCK TOP COURSE
FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER
BLOCK WALL
Z Z Ir=� =--� -
O I-
tz=r I I V) 0 II #5 BAR DOWEL
TOP OF LOWER _ I W/ STD. 90' HOOK
BLOCK WALL
II CONC. BLOCK WALL
#5 BAR DOWEL II VERTICAL FILLED
W/ STD. 90' HOOK II CELL W/ 1-#5 BAR
I I
BLOCK WALL HEIGHT
TRANSITION DETAIL
HURRICANE STRAP @
EA. TRUSS - REFER'
TO FRMG. PLAN \
CONNECT EA. TRUSS
BOTTOM CHORD W/(2)�
16d MIN COMMONS
TOE -NAILED TO
TOP PLATE
SIMPSON "SPH4" AT EACH
STUD TO TOP PLATE W/
12-1 Od X 1 1/2" AT EA.
1/2" GYP. BD.,
PROVIDE R-11 BATT
INSULATION AT ALL
WALLS ADJACENT TO
NON -AIR CONDITIONED
ROOMS
SIMPSON "SPH4" AT EA. -`
STUD TO SILL PLATE W/
- 12-1 Od X 1 1/2" AT EA.
3 1/2" MIN. CONC. SLAB
(2500 PSI) W/ FIBER MESH
OVER VAPOR BARRIER OVER CLEAN COMPACTED
TERMITE TREATED FILL
R-30 INSULATION
1/2" GYP. BD.
DBL. 2x4 TOP PLATE
2x4 STUD WALL @ 16" O.C.
NO. 2 OR BETTER GROUP II
UNLESS OTHERWISE NOTED
W/ MID -WALL BLOCKING
(WALLS OVER 10' HT.
PROVIDE BLKG AT 4'-0"
Q.C. MAX.)
2x4 P.T. BOTTOM PLATE
W/ 1/2" DIA. EXP. BOLTS
W/ 2" WASHER AT
24" O.C. (MAX.)
t
all
FOOTING PER III ---III III I I
FOUNDATION PLAN I ' I { �I I (I ' ' I ' ' ' I I
NOTE:
TRUSS TO PLATE ANCHOR, STUD TO TOPOR 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).
INTERIOR BEARING WALL SECTION
STRUCTURAL NOTES:
WOOD STRUCTURAL NOTES:
1.
WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
3 SEC. BURST PER FBCR 2020 (7TH EDITION).
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
2.
WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
THE 2020 FLORIDA BUILDING CODE.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
3.
ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN.
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
1" COVER ON 6 MIL POLY VAPOR BARRIER OVER
COMPACTED CLEAN FILL.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
4.
FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4"
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED
COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE
AT 6" O.C. MAX.
SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94".
W/ 10d NAILS UNLESS OTHERWISE NOTED.
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
6. ALL STRUCTURAL LUMBER EXCLUDING PREENG. WD. TRUSSES
( )
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED.
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN
FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING
ARE TO BE #2 OR BETTER, SPECIES GROUP II
FIBER MESH CONCRETE.
8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
5.
CONCRETE MASONRY UNITS SHALL MEET ASTM C90,
9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
6.
MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI
AS PER DRAWINGS.
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
AS DEFINED IN ACI 53-99. f'm = 1500 Psi
OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM.
11. NAIL PATTERNS:
8.
REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
-DOUBLE PLATE AT 12" O.C. OUTSIDE THE
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12" O.G.
9.
OMIT
-DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
12" O.C.INTERNALLY.
EA. EDGE, 1
10.
UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
-HEADER STUD 4" O.C. EA. HEADER MEMBER
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
-STUD TO TOP OR BOTTOM PLATE- (2)16d END
ENCLOSED DETAILS.
NAILED OR (2)16d TOE NAILED EA. SIDE
11.
EPDXY ANCHOR ALTERNATE:
-ALL INTERIOR HEADERS TO BE (2) 2x
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
WITH 1/2" FLITCH GLUED AND NAILED
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
WITH 16d AT 8" O.C. STAGGERED.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
12. ROOF SHEATHING TO BE MIN. 15/32" CDX
1/2" 3/4" MIN. HOLE DEPTH
PLWOOD NAILED PER ROOF NAILING PATTERN
5/0" 7/8" 6"
DIAGRAM.
1 =1/$" 8"
13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN
7�4"
AND/OR MANUALY.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R60VED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS.
MIXED PER MFG. DIRECTIONS.
16. ANCHOR BOLTS $" LONG x 1/2" DIA. WITH A 2"
12.
MISSING DOWEL PLACEMENT:
SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5"
NEW HOLE SHALL BE DRILLED 7/899 TO 1„ WIDE AND 10„ DEEP.
UNLESS NOTED OTHERWISE.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
ALL PLANS, DETAILS, AND NOTES ON THESE
DRAWING ARE PROPRIETARY AND CANNOT BE
USED, TRANSFERED, OR OTHERWISE REPRODUCED
5' WITHOUT THE APPROVAL OF RENAR HOMES
aROOF EDGE I 4
y� (� (� I ROOF
EDGE
- - - - - - - - - - - - - -
4' O
RIDGE
2 2
�NQ 1 L 1
LO
ZONE 1-USE 8d RING SHANK NAILS @ 6" O.C.
ZONE 2-USE 8d RING SHANK NAILS ZONE 3-USE 8d RING SHANK NAILS
0 6" 0. C. �,J 0 4" O. C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
REINFORCED/FILLED
CONC. BLOCK CELL
1/2" DIA L-BOLT
(8" LONG) Wf 2"
WASHER AT
32" O.C. MAX. ��2x�6PT
JAMB DETAIL
2x4 P.T. W/ CONC. (�� 2x6 P.T. FROM BOT. OF
NAILS AT 12" O.C. I HDR. TO CLG. LINE
iQ
`- EQUAL EQUAL 10
2x6
P.T. 1/2" DIA L-BOLT 2x6
N (8" LONG) W/ 2" P.T.
WASHER AT '
& 32" O.C. MAX.
M GARAGE DOOR
OPENING
• N •
ELEVATION
GARAGE DOOR DETAIL
2x8 RIDGE BOARD
2x6 RAFTERS AT 24" O.C.
MAX. - TOE -NAIL TO RIDGE
BD. W/ (2) 10d NAILS
ROOF
2x4 VERT. STUDS SHEATHING
@ 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW) \
SIMPSON STRONG -TIE
"H2.5"
AT EA. END OF 2x4
PRE-ENG'RED SEE VERT. STUD
TRUSSES NOTE #4
NOTES:
1. HURRICANE CONNECTORS REQ'D SEE
AT 8'-0" O.C. NOTE #4
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"
INSTALL SIMPSON HTSM16
W/ (8) 10d NAILS TO TRUSS ATTACH
STRAP TO LINTEL W/ (4) 1/4" x 2-1/4"
MIN TAPCONS VERIFY NUMBER OF TAPCONS
WITH CONNECTOR SCHEDULE
8" X 8" X 16" -
CONCRETE LINTEL
BLOCK FILL WITH
CONCRETE AND
(1) #5 BAR
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
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:
2021.05.14
n
08:47:43
-04'00'
FL. LIC. AR0017305
r
\AN REVIEW REVISIONS
MASTER PLAN REVISION
4-7-20
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H
SHEET
CORNER
FLASHING
TAPE
CORNER
FLASHING
TAPE
TOP
FLASHING
TAPE
SIDE
FLASHI'
TAPE
FIN
CORNER
SIDE CHECKRAIL
FLASHING
TAPE — -- -
WINDOW BOTTOM
SILL FLA
SILT
1. CUT THE WATER RESITIVE BARRIER (1C)ATER RESISTIVE SARRIERI
CUT * f
I€
I I I €-4TH CUT,
€ I 3RD I € MAKE A 6" CUT UP
I I �CUTI € FROM EACH TOP
I I I CORNER AT A 450
I I € € ANGLE TO ALLOW THE
} 1 450''YP,-; 1`WATER' BARRIER TO
I I €,BE, LAPPED OVER THE
FIN AT THE HEAD OF
I I -` 2ND,'` I I THE WINDOW.
10 � - CUT - `� 1
- - - - - - - - - - - - - j
2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE
OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN
3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT
OVERHANGS 1" TO THE EXTERIOR.
NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP
EACH SIDE OF THE OPENING.
4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (r 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 RESITIVE 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� ,
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)
I EXTERIOR
I €
1 I
I I
I I
I I
I I
1 0 1
I €
I I
I I
I I
I I
I
I
€
I
I
I
I
I
1
I
I
I
I
ROOF SHEATHING TOE NAIL (2) 16d EACH SIDE
2x4 BLKG. 0 48" O.C. --� �� 2x4 BLKG. 0 48" O.C.
PRE-ENG. TRUSSES
(2) 16d COMMON NAILS AT 0 24" O.C.
EA. 2X4 LADDER FRAMING
GABLE END TRUSS 2x4 45' CROSS BRACING
AT TRUSS MID -PT. AND AT
AIR -INFILTRATION BARRIER 8'-0" O.C. (MAX.)
OVER EXT. SHEATHING (SEE
EXT. ELEV. FOR FINISH MAT'L.)
TRUSS SETBACK
PER FRMG. PLAN
2x4 TRUSS BOTTOM
12 CHORD BLKG. AT
ROOF 4'-0" O.C. REFER TO
SHEATHING PER F_ ELEV.
FRAMING PLAN
HURRICANE STRAP
0 EACH TRUSS PER (2) 16d COMMONS
FRMG. PLAN TOE NAILED EA. SIDE
8x8 U-BLOCK TIE -BEAM FILLED
W/ CONC. & (1) #7 BAR CONT.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FDTN. PLAN
PLYWOOD SHEATHING
OVER WOOD TRUSSES
CEMENTITI❑US FINISH
ON METAL LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
JOINT
STUCCO FINISH ON
BLOCK
NO
PRE—ENGINEERED
ROOF TRUSS -
CONCRETE "U" BLOCK
TIE —BEAM TOP COURSE
HORIZ. 2X2 NAILED TO
VERT. 2X2'S W/ (2)-10d
NAILS
SOFFIT DETAIL
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG, @ 48' D.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' ❑.C,
10 FT, TO
20 FT. Q) 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 -
8x8 U-BLOCK TIE -BM, FILLED
W/ CONC, & (1) #5 BAR CUNT.
VERT, #5 BAR AT EA, REINF.
FILLED CELL PER FDN. PLAN -
GABLE END SECTION X-X
ALCOA TRADITIONAL "F" CHANNEL W/
5/8" CASEHARD "STUB" OR "T" NAILS
® 10" Q.C. IN CONC. BLOCK. OR WITH
8d NAILS 0 10" O.C. IN WOOD
Pi
4,/ 2X2 NAILED TO EVERY
OTHER TRUSS TAIL W/
(2)-10d NAILS
rALUM. NAILS 0.12 DIA.
;E P�LN SHANK 3/8" DIA HEAD
1-1/2" LONG ® 6" O.C.
ALUM. NAILS 0.12 DIA. SHANK
3/8" DIA HEAD 1-1/2" LONG -
(2) PER SOFFIT SEGMENT
"ALCOA TRADITIONAL VENTED
ALUMINUM SOFFIT #V-144
N.T.S.
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 as 1 a®Oa: 1 a_0» 1 as
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
+ + + + + + + +
+ + + + + + + +
SHINGLE SIDE VIEW °--r
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE N.T.S.
GROUT SOLID
TOP OF CELL
SAWCUT APPR
OPENING IN W
SAWCUT APPR
OPENING IN W,
25" MIN. LAP
I
I
I
15/32' CDX PLYWOOD SHEATHING
r- 2x4 BLKG. @ 48' ❑.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 12cl NAILS AT 12' D.C.
- SIMPS❑N HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' D.C. MAX)
16d COMMON
NAILS AT 6' D.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
ATNN CSSEMENTITI❑US
L:FxIPIP,4. PLATE
CONT. W/ 1/2'x
8' ANCHOR BOLTS
@ 32' D.C.
2 IA" ^'" X 6" DEEP HOLE FOR
=T IN EPDXY ADHESIVE
BLOCK WALL
25" MIN. LAP OF REBARS
3,000 PSI CONCRETE FILLED CELL
W/ #5 BAR
SAWCUT 1"W. OPENING IN WALL
FROM TOP TO BOTTOM FOR FULL
HEIGHT REBAR PLACEMENT INTO
CELL - FILL SOLID W. CONCRETE
SLAB
X 6" DEEP HOLE FOR
w #5 BAR SET IN EPDXY ADHESIVE
ADDED REINF. FILLED
BLOCK CELL DETAIL
NOTES:
—DRILLED HOLE TO BE CLEANED PRIOR TO
DISPENSING ADHESIVE
—EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE
—REBAR DOWEL TO BE CLEAN AND OIL FREE
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichael Digitally signed
by Michael
n d e rs d,son
Date:
n 2021.05.14
08:47:56-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
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GARAGENOTE: ALL DUCTWORK PENETRATING
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RETURN
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ft7wovmr mum Uw
Preferred Air Conditioning & Mechanical, Inc.
1643 Donna Road West Palm Beach, Florida 33409
P: 561-689-109i j F: 561-478.W89
831 Sags Highway Fort Plerce, Florida
P: 772-878-77 a77 / F: 772-878-7510
CAC117665
System Type:
Air Source Heat Pump
Outdoor Model:
CH14NB036*0**B*
Indoor Model:
FB40NP042L
T"radename:
CARRIER AIR CONDITIONING
Outdoor Manufacturer:
CARRIER AIR CONDITIONING
Description:
Air Source Heat Pump
AHRI Reference No.:
9162515
Capacity:
34,200
Efficiency:
14.6 SEER
Heating
System Type:
Air Source Heat Pump
Model,
CH14NB036*0**B*
Tradename:
CARRIER AIR CONDITIONING
Manufacturer.
CARRIER AIR CONDITIONING
Description:
Air Source Heat Pump
Capacity:
33,800
Efficiency:
8.2 HSPF
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)
S
MICHAEL C. ANDERSON
Digitally
signed by
Michael
Michael Anderson
Anderson Date:
2021.05.14
08:48:09
-04'00'
FL. LIC. AR0017305.
MASTER
(III �II+ PLAN REVISION
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