HomeMy WebLinkAboutSign Seal PlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT / BLOCK * / PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: LISA MOTTRAM FIELD LICENSE NUMBER: 1264695
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, 3" & 6" FROM MULLION.
FL15225.5
+/- 67.0 PSF (MIN)
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"
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
FL15332.6
+/- 40.0 PSF (MIN)
A
o
WINDOW
ANCHORS 3" FROM CORNERS, HEAD:
SH 185
MI WINDOWS AND DOORS
n
1/8 ANNEALED
4 ANCHORS, JAMBS: ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
O
FIXED
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS
ARE #10 WOOD SCREW MIN.
GLASS
FIXED 185
MI WINDOWS AND DOORS
1/8" ANNEALED
(1-3/8" EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS,
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX.
FL15349.9
+/- 55.0 PSF (MIN)
ANCHORSALL TAPCONS
(�
WINDOW
SH 185
MI WINDOWS AND DOORS
1/8�� ANNEALED
ANCHORS 3FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
Q
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS,
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
JAMBS: 5 ANCHORS
0
+/ (MIN)
60 - PSF MIN
FL17499.2
.
FIXED GLASS
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS
ARE #10 WOOD SCREW MIN. EMBEDMENT).
FIXED 185
MI WINDOWS AND DOORS
1/8" ANNEALED
(1-3/8" MASONRY ANCHORS: 3" FROM CORNERS,
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX.
FL75349.9
+/- 55.0 PSF (MIN)
UNDERLAYMENT
30# ASPHALT
SATURATED
TAMCO BUILDING
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2", FASTENED WITH 1" ROUND
ORGANINC FELT
PRODUCTS, INC.
« >>
PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF
FL12328.7
THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C.
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
« >>
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
�< >>
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)
rl WATIr AAIn r:Grl!]RAD:Lr noCl2 rQ ITO A
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN f
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS'
AIR
FREEZING
MEAN
ANNUAL
Speed°
Topographic
tyeatheringa
Frost line°
Termitec
LOAD
(mph)
effectsk (NA)
CATEGORY
depth
TEMPO
REQUIRED"
INDEX
TEMP
N/A
See Fig. R301.2(4)
N/A
Negligible
N/A
Very
42
N/A
See
N/A
N/A
Heavy
Survey
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 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 buikGng 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 50. FT.
VENTILATION AREA REQUIRED = 2,201.0 50. FT. / 150 (F.B.C. R8O6.2) = 14.61 50. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 2012'
SQUARE FOOTAGE OF SOFFIT = (2012' X 1.33') = 215b 50. FT.
NET FREE AREA OF VENTILATION FOR AGM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.14 50. IN. / 5Q.
FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 2- 5b SG. FT. X 11.14 50. IN. / SQ. FT. X 1 50. FT. / 144 50. IN. = 22.41 50. FT.
GONCLU510N:
VENTILATION PROVIDED = 22.41 SO. FT. > VENTILATION REQUIRED = 14b1 50. FT., THEREFORE SOFFIT VENTILATION 15
ADEQUATE
I have reviewed the above product approval
information and approved it.
Name:
Signature:
Certification Number:
Date:
DRAWING INDEX
CVR INDEX / PROJECT INFORMATION
A-1.0 FOUNDATION PLAN
A-2.0 FLOOR PLAN
A-3.0 BUILDING ELEVATIONS
A-4.0 ROOF / FRAMING PLAN
A-5.0 ELECTRICAL PLAN
A-6.0 WALL SECTIONS / NOTES
A-6.1 WALL SECTIONS / NOTES
A-7.0 HVAC PLAN
9I $ A A,
*PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION)
TYPE OF CONSTRUCTION: CBS X FRAME
BUILDING DESIGN: ENCLOSED X OPEN
ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: it
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN BUILDING HEIGHT: 15'
OVERHANG:1.33 FT ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) _
SHUTTERS: YES X NO
IMPACT RESISTANT ASSEMBLY: YES NO X
ROOF LOAD:
TOP CHORD:
BOTTOM CHORD:
LIVE LOAD: 20 PSF
LIVE LOAD: 10 PSF
(NON -CONCURRENT)
PARTIALLY ENCLOSED
170 MPH
COMPONENTS AND CLADDING WIND PRESSURES PER
2020 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19.9
27.6 PSF / -30.0 PSF
20 TO 49.9
26.4 PSF / -28.7 PSF
50 TO 99.9
24.8 PSF / -27.1 PSF
100 TO 499.9
23.5 PSF / -25.8 PSF
500 AND ABOVE
20.6 PSF / -22.9 PSF
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SQ. FT.)
DESIGN
PRESSURE
0 to 19.9
27.6 PSF / -37.0 PSF
20 TO 49.9
26.4 PSF / -34.5 PSF
50 TO 99.9
24.8 PSF / -31.2 PSF
100 TO 499.9
23.5 PSF / -28.7 PSF
500 AND ABOVE
20.6 PSF / -22.9 PSF
MIGHAEL G. ANDER50N, ARGHITEGT OF REGORD
FL. LIG. AR0017305
1020 5H PROVINGETOHN LANE, PORT 5T. LUGIE, FL 34a53
(772)40-21 IS
PLANS DESIGNED TO MEET THE REGUIREMENT5 OF
THE 2017 FLORIDA BUILDING GODE-RE51DENTIAL (6TH EDITION)
MIGHAEL
•
A
WN
Igltay
icha
.
signed by
I
I
Michael
Anderson
ender
Da
Date:
2021 .09.08
on
08:39:32
-04'00'
FL. LIG. AR0017305
PLAN REVIEW REVISIONS
4
MASTER PLAN REVISION
4-7 120
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PROJECT
NO. 1
-015-41
DATE DRAWN
DRAWN BY
-23-21
MCA
BERMUDA;1674 B2
i
LIVING 1574 SQFT
I
GARAGE 385 SQFT
i
LANAI 160 SQFT
ENTRY 54 SQFT
TOTAL 2280 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
13,392 CUBIC FEET
SHEET
3"
I
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2"
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3" V.T.R.
�II 3" V.T.R.
I I
I r.
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2"
WASH
I I I
I 3 ii I I
W.G. I I
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TUB 2
LAY
3ii
GLEAN
4" MAIN OUT
TO SEWER
OR 5EPTI G TANK
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25'-0"
36 "X36 "XI6"
DEEP GONG.
FTC. W/ 3-#5 4i_pii
E.W. 4'-2" 3'-10" -1'-211
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3 1/2" FOR SHWR.
- I
m 3'-8 I/Sii
I I O 3'-O" 3'-a I/8" .7'-5 5/&'"
71
■ r I I
2' ! I " 16'-5 3 8" I ■
RECESS
SLAB HB I I S.O.D. FOR N I L
■ I I LINV AV I
SHWR.
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ry I I 4" 2500 PSI GONG. SLAB N
I REFERENGE I I00
WMM WITHSMIN. Imo" COVER ON 6 ( ■ .
I FINISH FLOOR I I IL. POLY VER TERMITE VAPORBARRIER
I N I I OCOMPACTED GLEAN FILL. I
I I�
—' • V-4 5/4" N la'-4 3/8"
10,
ISINK I INDICATES G.M.U. CELL FILLED1^v I^V CONCRETE AND I
I DISP. I REBAR GONT. FROM(1)
FOOT NCT
1 1 I I TO TIE BEAM (TYPIGAL
I ❑ II �
3/8" I
- ■ I Dw II 11 I -
I II 0 -
r�rr�l I I m H A
I o 1
r' I
rr
CHASE FOR ELECTRIC = _ -0'-4"
'r TO 15LAND
A/C,
I I GHASE I
I "
I I I .-
I I la'-4 3/811
I B I I
-■ I I I
,--- -
I. -
I I m I D
■ p% ® I SLOPE DOWN 1"
♦ \ \ 1 / / ♦ _ I F AT CAR. DOOR
m----- J
n
mm
38'-0"
20'-0"
0
OND
HB
0
0
O
r-
O
Cn
O
in
0
m
O
r-
t-
SLAB
bx6 - IOxIO WWF
— 6x6 - IOxIO WWF LU OR FIBER ME 5
OR FIBER MESH w GONG. 8'"
} SLAB
O GRADE
8" 1'-4"
A DETAIL
I
O �
GONG.
SLA <
Al
Pi II
HI DETAIL
I
GONG.
5LA`7
R
4ii aii
CI DETAIL
I
42" X 42"
A/C PAD
DIACONAL
D I STANGE
DIMENSION FROM
INSIDE CORNER
OF EORMBOARDS
AG - -71-0 "
BD = rob'-2,1
DIMENSIONS ARE
ROUNDED TO THE
GLOSEST INCH
VARIES
-� 2-#5 2-#5 O
"
BARS BARS
8_
1 '-4" 2'-0 ii
B DETAIL DETAIL
-- G
I I
W
SLAB
- - - - - GRADE
2-#5
BARS = BELOW
8" It -4"
D DETAIL
I
6x6 - IOxIO WWF
OR FIBER MESH
GONG. I 1'-0"
GONG.
SLAB7 BAR
C DETAIL
I
5 1/2" (FRAME)
7 5/8" (BLOCK) \lu
GONG. 1 =� <
SLA m` }
' 2-#5
I'-4" BARS
.1 DETAIL - 5.6.D.
I
2-#5- - - GRADE
BARS �`�` _
F DETAIL
I
I -#5
GONG. BAR
SLA
}
H DETAIL
I
GONG. 2-#5
SLAB-� BAR
1'-4"
4" 4"
K DETAIL
SLAB 8ii VARIES 8ii CON
N SHOHER
REGE55
SLAB m _ AT,
--- ---- ___ _ GRADE
N SHOWER
RECESS 2-#5�_ OO
m BARS j -
I�I` 4
L DETAIL M DETAIL
I
FOUNDATION PLAN
PIPE SLEEVE (DIA.
LARGER THAN PIPING
THRU FTC)
3" MIN.
FTC.PER
DEPTH
3" MIN. 311MIN._ DETAIL
- -c
FOOTING 4
REBAR
I `-O° !'-O" TRANSITION
PIPE THRU
PF FTC. DETAIL
I
5GALE 1/4"
MIGHAEL G. ANDER50N
Aicha Digitally
signed by
I Michael
Anderson
MIGHAEL G. ANDERSON, ARCHITECT OF RECORD Date:
FL. LIG. AR0017305 n d e r
1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34a53
PLANS DE5ICNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH ED
NOTES:
I. WOOD STUD SPAGING: (UNLESS
OTHERWISE NOTED ON PLANS)
-EXTERIOR FRAME WALLS AT 16" O.G.
-INTERIOR FRAME BRG. WALLS
AT 16" O.G.
-INTERIOR FRAME NON-BRO. WALLS
AT 24" O.G.
-KITCHEN CABINET WALLS AT 16" O.G.
2. FRAME WALLS ARE DRAWN 3 1/2" WIDE
UNLESS OTHERWISE NOTED
3. GONG. BLOCK WALLS ARE DRAWN
7 5/5" WIDE UNLE55 OTHERWISE NOTED
4. TOOL GONG. BLOCK JOINTS INSIDE
GARAGE WALLS (BRUSH 4 GLEAN)
5. DOOR $ WINDOW ROUGH OPENINCCS
SHALL BE PROVIDED BY BUILDER
6. TOP OF TYP. BEARING WALL +8'-O"
UNLESS OTHERWISE NOTED
7. HEIGHTS ARE MEASURED ABOVE
TOP OF FOYER SLAB
8. SEE 5TRUGTURAL NOTES FOR
ADDITIONAL INFORMATION
RN REF
T. AT RNO./REF .
WALL MTD. L
OPEN TO
BEYOND
SINK
MIRROR
■■■■■1
MORONI
End
WALL MTD. LT.
r-MIRROR
M.G.
^ SEEM
■■■1
mmmm
■m■1
IOWA
TILE
TILE m
1
I
INTERIOR ELEV. NOTES:m
I. BATHROOM TOWEL BARS AT 54" A.F.F.
2. BOTTOM OF MEDICINE CABINETS AT
54" A.F.F.
3. TOP OF BATHROOM 5HOWER TILE
TO GEILING.
4. SHOWER HEADS AT 6-5" A.F.F.
O
I
HB
O
HDR. HT
TOP OF
BLOCK
A.F.F=
VENT
MIGROWA
THRU
WALL
13'-0"
1'-41 TOP OF BLOCK TOP OF BLOCK 2'-4"
25'-0"
+a'-4" A.F.F. +&'-0" A.F.F. 0
b'-8"
HDR. HT. HDR. HT.
— — — — — — — — — —
■ EGRE55 EGRE55 R/5
I 5'-0" GLG.
8'-O"
1 2 t-O" 47 _O—GLG— — — — — — -� - GLO. a
I TYP. 15'-& 3/4" I Q NQ 5'-011
LANAI I M.BR.
8'-O" GLG. ■ ( COFFER GLd) I 5
i I
N I R/5
I -
3'-O" 61_01 3'-4 1 I2
f 5'-0" 3'-2 1/2" 7' 1 3/4"
L-- -- -- --- 8 - ts)'
O GLG.
a'-4" GLG. 8'-O"LC� G5 5H R/S
F--------- R/5
=4=
I 10'-4" GLG. TEMP. GL. ® -
ENCL. ON 42" 15 15" d
I I H. WALL MIN. MI U1 m
IT-5 1/2" m
I I vKC0
El
u
III 3 II 8 ■
2 -o FAMILY RM. 3 -1
TYP. m COFFER GLG. m I 6'-3 1/2" 12'-5 1/4"
I ry 1 - 1 = 42" H. WALL
I r r m l
o l
TI
I I
I
2'-O" 3'-a 1/8" 2'-5 1/2"
o l
I SINK
W/ I i Ct
D15P.1 1
�n
0 _ m
z ,
8'-0" i-
GLG.
b
O
S'-0" GLG.
3/8"
1' 2X6 DRYS
HALL- VTR O
D
15 i/2' 6 -1 1/2"
❑ m
�Q
= DW 1 I uj I 8'-O" GLG
I I I jnl
(V I
5
KITCHENm I ®2 0' O
COFFER GEILING
--"----- i2 AHU
2'-0"
6 �_O ��
f
42 "H. 1/2
f
WALL I
f
I
I
2 -0„o
f
I
DINING
TYR '
I
COFFER GLC�..
I
I
I
f
I
10'-4" GLG.
a'-4" GLG.
� a' -a I/211— — —
I
I
FOYER
1 10'-4" GLG.
I
0/,4"\\
—
L
II'-O"
GLG. H
%n
IS"W.
ARCH
- I6"(P FOAM
COLUMN W/
TOP OF BLOCK
PER DETAIL
A A 5OFF I
B e
8'-8 11
HDR. HT. B HDR. HT. TOP OF BLOC OP O BLOCK
+ '-4" A.F.F.+8'-O' A.F.F.
HDR. HT.
31-011 ji- 6"[2--V
3'-5" L 4'-10" I 3'-5" I_ (ol-411
N
m
BR.3 0
8'-O" GLG. -
n �a'-1 I I/2"
12-5 1/4"
BR.2
&'-0" GLG. ry
r m
I
� O
1
la'-O 1/4"
AG:�:F
GARAGE
&'-O" GLG.
20'-0"
O
6'-8"
HDR. HT.
® EGRE55
C
O
HDR. HT.
® EGRES5
AG
GOND
■
DOOR SGHEDUL.E
O
SIZE
FRAME AREA
U FAGTOR
SHOG
0
REMARKS
1
306& SWING
I
EXT. DOOR
bobb 5.6.D.
CIb2
3 S8
3.S.F.
.F.
25
I
EXT. DOOR
3
2516 SWING
I
SOLID GORE
4
IbbB SWING
I
INT. DOOR
5
2868 POCKET
2
INT. DOOR
6
2868 SWING
4
1NT. DOOR
7
4068 BIPA55
I
INT. DOOR
b
2465 5WING
5
1NT. DOOR
Cl
2068 SWING
I
INT. DOOR
10
16070 OVHD. DR.
I
GARAGE DOO
HINDON SGHEDULE
O
SIZE
FRAME AREA
U FAGTOR
SHOG
0
REMARKS
A
25 5H
36"X62"
15.5 S.F.
4a
24
3
MUNTIN5
MULL TO "B"
35" W. HALF RIND.
ARCH TOP
35.0"R
3A S.F.
.47
.24
3
5 LITE
MULL TO "A"
G
35 5H
52.125"X62"
22.4 S.F.
.55
.22
f
D
25 5H
36"X62°
15.5 S.F.
qq
.24
5
E
36" W. HALF RIND.
ARCH TOP
18.0"R
3.5 S.F.
.4-1
.24
I
I. WINDOWS, DOORS, AND GARAGE DOORS SHALL GOMPLY
WITH 2OI7 FLORIDA BUILDING CODE WINDLOAD AND EMERGENGY
EGRE55 REOU I REMENT5.
(2)2xb BEAM W/ TOP OF ARCH
2x4 TOP PLATE _
AGRO55 ENTR +5'-a" A.F.F. TOP OF ENTRY
TRU55 BRO. HT.
+11'-0" A.F.F. i
TOP OF BLOCK KNEE WALL ABV. BLK.
+a'-4" A.F.F. O p WALL W/ 1/2" DIA. EXP.
I ANCHOR W/ b" MIN.
�t 2011 EMBEDMENT
RAD.
L TOP OF BLOCK
I
(V I'-6" 3'-411 +8'-0" A.F.F.
PROVIDE 5/5" DIA. 4
TAPGON5 SPACED - NOTE; PROVIDE SIMPSON
6" O.G. FOR P.T. 2x4 BLKG. BTWN. "5PH4" AT TOP OF KNEEWALL5
2X4 TO BLOCK FACES OF SOFF AND "L5TA24" FROM FACE OF
WALL HEADER TO VERTICAL
CONNECTIONS I6"W. SOFFIT FRAMING
AND SIDE WALL GARAGE GONG.
L I V I NC RM. GONG. BOX OUT
BLOCK WALBLOCK WALL
12"fi RND.
FOAM GOLUMN
ENTR"r ARGH SOFFIT DETAIL
SOFFIT AND BOX OUT TO USE 2x4 BLOGKING WITH
FLOOR PLAN MIGHAEL G. ANDER50N
SCALE I/4" = I'-o" Ncha Digitallysigned by
I Michael
Anderson
MIGHAEL G. ANDERSON, ARCHITECT OF RECORD n d e rs Date:
FL. LIG. AROOI7305 12021.09.08
1020 5W PROVINGETOWN LANE, PORT 5T. LUCIE, FL 34a53
M2)415-211& n 08:40:07
PLANS PE51ONED TO MEET THE REQUIREMENT5 OF-04'00'
THE 201-1 FLORIDA BUILDING GODE-RE51DENTIAL (6TH EDITION) FL. LIG. AR0017305
1
/ I \
PLAN REVIEW REVISIONS
i
MASTER PLAN REVISION
4-7- 0
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PROJ CT
NO. 1-015-41
DATE DRAWN 6-23-21
DRAWN BY !MCA
BERMUDA 1674 B2
LIVING 1674 SOFT
GARAGE 385 SOFT
LANAI 160 SOFT
ENTRY 54 SOFT
TOTAL 2280 SOFT
CUBIC VOLUME OF
CONDITIONS SPACE _
13,392 CUBIC , EET
SHE
NOTES:
6"H. RAISED
TRIM (PROD. 3/4")
CEMENTITIOU5
COATING ON LA
20" H. ARCH SOFFIT
PER DETAIL ON 5HT.
A2.0 \
+Q'-2" A.F.F.
FOAM TRIM
.� -T. Boat SBr nN
r NAILED
HARPENEP
T 12' 0/G.
�f_ : -U
kw
Lke
mrx w
FPGON
0/C
RUM
%FAGTUfER
UMN6
FINh3ff
HEAD DETAIL
WIND❑W
9nec0 FI m
PBRWEISR 64WJV N6
GONG. OR MASOW
ba4 OR bd P.T. VAX SET IN
ffill T AND NAILED
W-I%?' CASE HAIL
qe COIL NAILS AT 24' O/G.
oq MAX
DRYK4LL BOARD
CAUX116
DOOR PRAW
FASnW TfM BUCK fW
NY 9-1/4' x 1/4' (MIN#
TAPGONS AT 24' 0/G. MAX
IN PREDRUI.ED HOLES
Bh' MANUFAGnRER
JAMB/HEAD DETAIL
(SGD)
RIDGE HEIGHT
WK RAISED
TRIM (PROD. 3/4")
12
I>v�5 � 6
3 HALF RND. TRIM RETURN TRIM
AT TOP/BOTTOM ALONG SIDE HALL
FRONT ELEVATION
REAR ELEVATION
SCALE 1/4" = 1'-O"
SCALE 1/4" = 1'-0"
,ALu�nhraNFRAr�
FASTEN TfM a= w
9/16501/4' TAWAZI
SGRENS a 24' O/G
MAX IN PREDRILLED
HOLES BY MANJFACUM
AUMMM FRAME
ssww FRAME TO SJLI.
Fmhemt C94Gl.KIN6
m s1LK.OW
GOVOITM FNNISH
Ay KINS
xn
GONG. OR MASOW
Ix9 OR W P.T. BUCKSET IN
'
�ALW AND NAILED
° o
: QO
X4-I!1 CAW NASD
o Oa 000
6019496 AT 12' 0/C.
MAX
/ �O M41L BOARD
L-- GALt w
JAMB DETAIL
WINDOW
DOOR FRAME
FASTEN TO SU N
MSxI' SCRIM
• 2-010Z
- fiQOle GovaenNd
0
600o
6ROUT Bm
GONGRE'(E' SLAB
SILL DETAIL
(SGD)
P6 W-rER GA(dJGN6
SILL DETAIL
WIND❑W
I. HALL FENESTRATION PER FBGR 2011 103.4
2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL HALL
INTERSECTIONS, FLA5HIN6 SHOULD BE CONTINUOUS OR STEP FLASHING IN
CONTINUOUS BED OF ROOFING CEMENT.
3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK HALL OPENINGS
HITH IX BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER
INSTALLED BUGKS - SEALANT TO BE 5HERWIN HILLIAM5 GONFLEX OR 12
EQUIVALENT. FRAMED HINDOH OPENINGS SHALL HAVE TAPED WINDOW (01
FLASHING A6.2). - HINDOH HRAP BY HFM MANUFAGTURING (SEE DTAIL ON SHEET
GEMENTITIOU5 GOATING ON
LATH
16" OVERHANG
TYPICAL UNLESS
OTHERWISE NOTED
— — — — — TOP OF BLOCK O
+Q'-4" A.F.F.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
------ — TOP OF BLOCK
+&'-0" A.F.F. G.J.
TOP OF SLAB
+0'-0" A.F.F. — — —
GEMENTITIOU5 COATING ON BLOCK
dJ 20" 51DE HALL.—H
RETURN
LEFT ELEVATION
SCALE 1/4" = 1'-0
"
12
I6
_ TOP OF BLOCK O UA
GEMENTITIOU5 GOATI NG ON BLOCK
20" SIDE HALL dJ
RETURN 1
_ TOP OF SLAB
+0'-0" A.F.F. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
U) 1'-2 -1y
/8"
d)
1'-2 -1/&"
I'-2 7/8" O _
1'-2
12'-4"
O O
OVERHANG SEPARATIONS
bah P.T. 5" SET' IN DOOR TNRI!%pLD SET
GONG. OR SPN.AM' AND SECOW iW IN BED OF CAULK 4
CASE HARD NML5 112' O.G. (MAP FASrStV TO SILL W/
SAG" DIAL TAPW6
• 16' O/C
P6?1MeTEt GAUYKI
FLOOR
° CEh8Nf1 00 FINSN
DOOR TRUE-� I°BQIhEISR GAIdJQNtS �0. b' 'O • ° �°Ve
DOOR FRAME FASTENED TffMOH BUCK DOOR TRIM °
UW 9-1/4' x 1/4' (M/NU TA wW,
-OU
iWTN N TAPGON • PERIMETER CAULK!
6' MIN FROM 64. 6MEP, AND
4 BGL SPAaM TAPGOfS ON EA CONCRETE SL r18
LEi51W MIN. E� OF l �8'
HEAD/JAMB DETAIL
EXT DOOR
SILL DETAIL
EXT DOOR
1/4" = 1'-0"
Cr ) NCGKtTt "U" 13LOCK
TIE -BEAM TOP GOUR5
HORIZ. 2X2 NAILED TO
VERT. IX2'S W/ 12d X 5
NAIL
SOFFIT DETAIL
RIOHT ELEVATION
P.T. (2) 2X4 BUCK -
CONNECT TO BLOCK W/ %"
x 3" TAPGON5 (I 1/4" MIN.
EMBEDMENT INTO BLOCK)
ATTAGHMENT PER MFR5.
REGOMMENDATION5
IX2 NAILED TO TRU55
TAILS W/ (2)-&d NAIL5
�-ATTACHMENT PER MFR5.
REGOMMENDATION5
STAPLES ® 5" O.G. PER MFR5.
RECOMMENDATIONS
GONTINUOU5 VENTED
SOFFIT
N.T.S.
SCALE 1/4" = P-O"
2x4 VERT. AT EA. FACE OF
PRECAST LINTEL AT TOP ARCH W/ (3) 10d NAILS AT
BLOCK COURSE EA. END TOE NAILED W/(2) —�
IOd AT BUCK
TOP OF BLOCK WALL 2x4 SOLID BLOGKING (FULL
WIDTH OF WALL) BTWN.
PLYt O. ARCH FACES W/ (3)
IOd NAILS THRU PLYWOOD
_j
INTO EA. 2x4
P.T. (2) 2X4 BUCK -
2X4 VERT. BRACES CONNECT TO BLOCK W/y"
x 3" TAPGONS (1 1/4" MIN.
15/32' GDX PLYWOOD PANEL EN�DMENT INTO 8LOCYJ
(BOTH SIDES) NAILED TO
BUCK W/ Sd NAILS AT 4" O.G. PROVIDE' x 3. 7APGONl_";�kn
I/4' MIN. EMBEDMENT INTO
2x4 SOLID BLOCKING (FULL BI OGK) AT EA SIDE BUCK -(I)
WIDTH OF WALL) $TWN. WITHIN 4" MIN. TAPGON OF—
PLYWO. ARCH FACES W/ (3) START OF ARCH
IOd NAILS THRU O.S.B. INTO
EA, 2x4
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
SEGTION A —A I'x GONTI BUCK —/
Nuous
15/32" GDX
A -A PLYWOOD PANEL
(BOTH SIDES) NAILED
TO BUCK W/ 8d
NAILS AT 4' O.G.
CONTINUOUS GONG.
BLOCK LINTEL PER
PLAN
BUILT-UP PLYWOOD OR
MASONITE BUCX - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
ARCH
OPNG. LINE OF
RECTANGULAR
ROUGH OPENING
ARGH I N
MASONRY
OPNC . DETAIL
MICHAEL G. ANDERSON
Micha Digitally
signed by
el
Michael
Anderson
MIGHAEL G. ANDER50N, ARCHITECT OF RECORD
Anders Date:
FL. LIG. AROOI-1305 2021 .09.08
1020 5H PROVINGETOHN LANE, PORT ST. LUCIE, FL 34953 08:40:19
(n2)41a-2118 on -04'00'
PLANS DESIGNED TO MEET THE REG2UIREMENT5 OF
THE 201-7 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIG. AROOI-1305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-7-20
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PROJECT
NO.
17-015-41
DATE DRAWN
DRAWN BY
6-23-21
MCA
BERMU
A 1674 B2
LIVING
1674 SQFT
GARAGE
385 SQFT
LANAI
160 SQFT
ENTRY
54 SQFT
TOTAL
2280 SQFT
CUBIC VOLUME
CONDITIONED
13,392 CUBIC
OF
SPACE _
FEET
s
SHEET
mum 3.0
FRAM I NC NOTES:
I. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 L.L./1-7 D.L)
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.G.
WITH 2 EA. Ibd TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3. AT BLOCK/STRUCTURAL FRAME HALL
CONNECTION, PROVIDE 1/2" DIA.
COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN.
EMBED. ® 24" O.G. VERT ® (2)2x4 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRU55E5 PER HIBaI. ANY ADDITIONAL TRUSS
BRAGING REQUIRED W1LL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRU55 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 TRU55 MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
a. OVERHANG IS 1'-4" UNLESS NOTED OTHERWI5E
NOTE: TRU55 LAYOUT IS SCHEMATIC. REFER
TO TRUSS COMPANY LAYOUT FOR TRUSS
LABELS AND LOCATIONS.
(2) HET
NOTE: BRAG
HALL HITH
BLKG. AT BC
CHORD EACI
SIDE - PRO\
TAPGONS
SPACED 12"
STAGGERED
LANAI SIDE
HETA20 ON'
OF HALL
ANGHOR SGHEDULE
(51MPSON STRONO-TIE PRODUCTS MODEL NUMBER)
DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN
51MP50N HETA20 < 1810 > 10-I0d x 1 1/2
USE 51MP50N HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS N.N.0)
51MP50N MT512 < 1000 > 14-I0d x 1 1/2
USE 51MP50N MT512 FOR ALL TRUSS TO FRAME GONNEGTION5 (U.N.0)
SIMP50N (2) HT520
< 2Q00 >
SIMPSON MOT (IN FRAME WALL) < 5%5 >
5IMP50N PH05 (IN FRAME WALL) < 4685 >
SIMPSON HTTI6 (IN SLAB) < 4175 >
24-I0d X 1 1/2 TC
PLATES
24-I0d X 1 1/2 TC
5TUDS
22-IOCI / 5/8" DIA. A.T.R.
14-1/4"X3" HD. 5GREH5 /
5/6" DIA. THRU-BOLT
18-16d / 5/5" DIA. A.B. H/ 7" MIN.
EMBEDMENT / "SIMPSON SET" EPDXY
TIE ADHESIVE
B-2 B-5 B-5
(2) HETA20
_-
PREGAST HEADER SGHEDUL.E
B-X LINTEL CAST CRETEALLOHABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
5-1
208"
8FI6-IB
a50 PLF
361 PLF
B-2
I60"
8FI6-8/2T
10-15 PLF
-110 PLF
B-3
70"
8FI6-IB
4144 PLF
ICI30 PLF
B-4
112"
8FI6-IB
00 PLF
a80 PLF
B-5
54"
8FI6-IB
(903q PLF
2507 PLF
B-6
54"
SF&-IB
2170 PLF
1660 PLF
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF REBAR AT
F F BOTTOM ❑F LINTEL CAVITY
8F16-1B/1T
N❑MINAL WIDTH J fi L QUANTITY OF
NOMINAL HEIGHT—+ REBAR AT TOP
TYPE DESIGNATION
F AMINO PLAN
uw
x
t- w
L) _ a
QD Q y.
z
If '-' 4 `,a'
I F
if)0
z �r
zo
7-5/8-ACTU4
8' NOMINAL WIDTH
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2` CLEAR
[nNIL111
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
SCALE 1/4" = I'-O"
MICHAEL G. ANDERSON, ARCHITECT OF RECORD
FL. LIG. AROOI7505
1020 5H PROVINGETOWN LANE, PORT ST. LUCIE, FL 34a53
(?72)418-21 IS
PLANS DESIGNED TO MEET THE REGUIREMENT5 OF
THE 2017 FLORIDA BUILDING GODE-RESIDENTIAL (6TH EDITION)
MICHAEL G. ANDERSON
lichae
Digitally
signed by
Michael
Anderson
nders
Date:
2021.09.08
n
08:40:31
-04'00'
FL. LIG. AR0017305
PLAN REVIE REVISIONS
MASTER PLAN REVISION
4-7-20
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!
JECT
NO. 1-015-41
DATE DRAWN B-23-21
DRAWN BY E MCA
BERMUDA�
1674 B2
LIVING 1674 SOFT
GARAGE 385 SOFT
LANAI 160 SOFT
ENTRY 4 SOFT
TOTAL 2�80 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE
13,392 CUBIC
LEC END
-0-
SURFACE MTD. CEILING FIXTURE
PENDANT FIXTURE
iQN
RECESSED LIGHT
WALL MTD. BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
WALL MTD. VANITY LIGHT
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PRE.WIRE OR W/ LIGHT AS NOTED)
[OO
WALL MTD. SMOKE
DETECTOR
Q
CEILING MTD. SMOKE DETECTOR
OO
CEILING MTD. CARBON MONOXIDE DETECTOR
-ZXXr
CHIMES
CHIMES PUSH BUTTON
TELEPHONE JACK
TV
CABLE TELEVISION JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
220 V. RECEPTACLE
DEDICATED 220 V, OUTLET
a
110 V. JUNCTION BOX
SWITCH @ 42' A.F.F.
p-
RHEOSTAT SWITCH @ 42' A.F.F.
TP
U
TOUCH PAD FOR SECURITY SYSTEM
(@
CENTRAL VACUUM OUTLET LOCATION
t0
ELECTRICAL DISCONNECT
OUTLET
FOR
MIGROWA
uvnc.n L. i :;I. - -----_. _ PREWiRE
PREWIRE - - ---- `
ELEGTRIGAL NOTES
I. ALL BEDROOMS SHALL HAVE AFGI CIRCUIT PROTECTION
UNLESS NOTED OTHERWISE.
2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS
SHALL BE 67FI CIRCUIT PROTECTION UNLE55 NOTED
OTHERWISE.
3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF CFI
CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER
EQUIPMENT AS REQUIRED BY N.E.G.
5. IF NE BRANCH CIRCUITS ARE ADDED:
A) ALL 120V, SINGLE PHASE, 15 4 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 51MILAR 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 APPLICABLE NEC, ALL 125V, 15 4 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 15 SERVED
FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY
POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A
BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A
D15GONNEGTINCE, SWITCH OTHER THAN THOSE REGa)IRED FOR
OVERGURRENT PROTECTION.
NOTE: ELECTRICAL PLAN 15 SCHEMATIC. ELECTRICIAN SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
2020 F.B.G.
2" RIGID O.H. SERVICE F.P.
ELEGTF?IGAL LOAD GALGULATION
3-#2/0 XHHW
1614 S.F. AT 3 VA
5.0 kVA
2/0 SER GABLE
2 SMALL APPLICANCE CIRCUITS 1500 VA EACH
5.0 WA
LAUNDRY CIRCUIT
1.5 kVA
RANGE
12.0 WA
I WATER HEATER
5.0 kVA
DISHWASHER
1.5 WA
DISP05AL
1.5 kVA
DRYER
5.0 kVA
150 150
SUBTOTAL
32.5 WA
P2AGEKT AMP
L C/B
FIRST 10 kVA AT 100%
10.00 kVA
REMAINDER AT 40%
q.00 kVA
METER
TOTAL OF OTHER LOAD
Iq.00 kVA
3#1, GU THNN
10 kVA OF AC AT 40%
4.00 kVA
2" CONDUIT
TOTAL
23.00 kVA
23000 VA DIVIDED BY 240 V
q5.b A
POOL SM PANEL
30.0 A
NO. 4 CU. WIRE
TOTAL
125.b A
TO GOLD WATER
PIPE IF GU PLUMB.
U5E I5O AMP SERVIGE
EXTENT OF AREA
FOR VINYL OR TILE
PER CONTRACT
IF NOT GU U5E
SUPPLEMENT GROUND NO. 4 CU. WIRE
TO 5/8" x 8'-0"
SGHEMATIG ELEGTRIGAL R15EPROUND ROD
ELEGTRI GAL PLAN I MIGHAEL G. ANDERSON
SCALE 1/4" = 1'-0"
MIGHAEL G. ANDERSON, ARCHITECT OF RECORD
FL. LIG. AROO1-73O5
1020 SW PROVINGETOWN LANE, PORT 5T. LUCIE, FL 34a53
(n2)41&-211&
PLANS DE51ONED TO MEET THE REQUIREMENTS OF
THE 2011 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
lichael
nders
n
Digitally
signed by
Michael
Anderson
Date:
2021.09.08
08:40:43 -04'
FL. LIG. AROOI-1305
PLAN REVIEW
REVISIONS
MASTER PLAN
REVISION
4-7 �20
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PROJECT
PROJECT
No.
NO. 1
-015-41
DATE DRAWN
DRAWN BY
6-23-21
fiMcn�
MCA
BERMUDA'1674
B2
�a soFr
LIVING 1 �74 SQFT
I
caan�e ssoF*
GARAGE 3$5 SQFT
LANAI 160
SQFT
ENTRY 4 SQFT
I
o soFr
TOTAL 2280 SQFT
cuBlc VOLUME OF
coNoi.ioNEos�nce-
CONDITIONED SPACE _
13,392 CUBIC FEET
12
PER
ELEV.
R-30 INSULATION
1/2" GL6. GYP. BD.
8"x&" U-BLOGK TIE -BM. FILLED
W/ GONG. 4 (1) #5 REBAR CONT.
PRE-EN61RED PRECAST LINTEL
SEE SHEET A 4.0 FOR DETAILS
I x4 P.T.
PLOYGEL SEALANT -
P.T. WOOD BUCK
ALUMINUM WINDOW (REFER TO
FLOOR PLAN FOR SCHEDULE)
MARBLE SILL
1/2" DRYWALL ON Ix2 P.T.
FURRING ® 16" O.G.
R-4.2 FOIL INSULATION W/
4 MIL VAPOR BARRIER
" HD. BASE
4 MIN. GONG. SLAB
(2500 P51) W/ FIBER
MESH OVER VAPOR
BARRIER OVER GLEAN
COMPACTED PO I5ON FILL
ARCHITECTURAL FIBER&LA55 5HIN&LE5 OVER
15# FELT ON la/32" GDX PLYWOOD SHEATHING
AND PRE-ENGINEERED WOOD ROOF
TRU55E5 AT 24" O.G. (SEE ROOF NAILING
PATTERN DETAIL)
HURR. STRAP ® EACH TRUSS
REFER TO CONNECTOR 5GHED.
TYP. O.H.
ER ROOF PLA
__o
TOP_OF_BLOGK
REFER TO EXT. ELEV.
•
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
GONT. ALUM.
VENTED SOFFIT
- WDW. HDR. HT.
T PER PLANS
RAISED GEMENTITIOU5
TRIM PER ELEV.
PER PLANS
RAISED GEMENTITIOU5
TRIM PER ELEV.
PER PLANS
CEMENTITIOU5 GOATIN6 OVER
5x5x16 GONG. BLOCK
1-#5 VERT. BAR TIED INTO
#5 BAR DOWEL W/ STD HOOK
AND RUNNING INTO LINTEL
I(LOCATIONS PER FDTN. PLAN)
TO,
POF SLAB
I
FINAL GRADE
II STUCCO STOP A5 REQ'D.
I PER LOCAL BLDG. DEPT.
- GONG. FT6. PER
- I FOUNDATION PLAN
TYP. EXT. BLOGK WALL
CONNECTOR PER ANCHOR 50HEDUL-Er r- TRUSS OR BLKIN6. PER PLAN
3/4" PLYWOOD SHEATHIN
I/2" GYP BOARD
DECORATIVE GEMENTITIOU5 COATING ON L
EL: 36 ABOVE
HEAD6i�,i1PE1�6rfi
OIL WNDW HDR HT
PER PLANS
5x5x�" WELDED
FLANGE
ALUMINUM TRANSOM WINDO
WITH FLANGE MOUNT.
a
ATTACH PER WINDOW
0.0
A- I
MANUFACTURER
tL
SPEGIFIGATION5.
-e-
14
1�" 1" 3" (P x 1/4"
STEEL PIPE
3/4" PLYWOOD SHEATHIN
0" TAPGON
TYP.4
(2) 2 X 6 HEADER WITH
1/2" PLYWOOD SPACER
o 1 LDED
�V
DOOR HDR HT_
1 �"�
I"
-
�"
PER PLANS
ATTACH PPEERR
BIUE
L'l',.� M! �'X I )_
TRANSOM N I N7ON / DOOR SEGT I ON (T"rfD)
61RDER
12
PER
� ELEV.
R-30 INSULATION
U5E 2X4
FIBEROLAS5 SHINGLES OVER
15# FELT ON 15/32" PLYWOOD SHEATHING
AND 2X HIP JACKS d RAFTER CONVENTIONAL
FRAMING AT 24" O.G. (5EE ROOF NAILING
PATTERN DETAIL)
-51MP50N HETA20 HURRICANE STRAP OR EQUAL
(3)IOd NAILS FACE
NAILED TO 2X RAFTER
- - - - TOP OF BLOCK
REFER TO EXT. ELE
GOVENT I ONAL FRAM I NS @ BA"r
N.T.5.
r--- ---- -----
�I LINTEL
I1
I
2x4 STUDS @ 5PAGINC
II PER PLANS
VERT GAL FILLED GELL
W/ 1-#5 BAR
(2) 16d
I GONG. BLOCK !MALL ® 12"
(2)2x4 P.T. W/I/2" DIA. (2) 1Od®roll O.G.
GOUNTER5UNK BOLTS
24" O.G. VERT 3 I/4"
2 1/4" MIN EMBEDMENT
II WITH 2" SQUARE X 1/8"
1I THIGK HURRIGANE WASHER DETAIL AT
j TOP OF SLAB Cf0o GORNER
i
L------
EXTERIOR FRAME HALL TO
GONG. BLOGK HALL_ GONNEGTION
LINTEL BLOCK TOP COURSE
FILLED W/ GONG. 4 1-#5 BAR TOP OF HIGHER
BLOCK WALL
Z _
p Z 1r -----
z w II #5 BAR DOWEL
TOP OF LOWER II W/ STD. a0° HOOK
BLOCK WALL
GONG. BLOCK WALL
#5 BAR DOWEL 11 VERT I GAL FILLED
W/ STD. a0 ° HOOK j 1 CELL W/ 1-#5 BAR
III
I I
I I
BLOGK HA1____L HE I SHT
TRANSITION DETAIL
HURRICANE STRAP
EA. TRU55 - REFER
TO FRM6. PLAN \
CONNECT EA. TRUSS
BOTTOM CHORD W/(2)
16d MIN COMMONS
TOE -NAILED TO
TOP PLATE
51MP50N "SPH4" AT EACH
STUD TO TOP PLATE W/ _
12-I0d X 1 1/2" AT EA.
1/2" 6YP. BD. - �-
PROVIDE R-II BATT
INSULATION AT ALL
WALLS ADJAGENT TO
NON -AIR CONDITIONED
ROOMS
51MP50N "5PH4" AT EA.
STUD TO SILL PLATE
12-I0d X 1 1/2" AT EA.
3 1/2" MIN. GONG. SLAB
(2500 P51) W/ FIBER MESH
OVER VAPOR BARRIER
OVER GLEAN COMPACTED
TERMITE TREATED FILL
PRE-ENGINEERED TRUSSES
R-30 INSULATION
1/2" GYP. BD.
DBL. 2x4 TOP PLATE
2x4 STUD WALL ® 16" O.G.
NO. 2 OR BETTER GROUP II
UNLESS OTHERWISE NOTED
W/ MID -WALL BLOGKIN6
(WALLS OVER 10' HT.
PROVIDE BLK6 AT 4'-0"
O.G. MAX)
2x4 P.T. BOTTOM PLATE
W/ 1/2" DIA. EXP. BOLTS
W/ 2" WASHER AT
24" O.G. (MAX)
5" EMBED
z_
F
FOOTING PER III -III I I ! I I
FOUNDATION PLAN
NOTE:
TRU55 TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE
ANCHORS, AND BOLTS, TO SLAB NOT REG-D. AT INTERIOR
BEARING, WALLS NOTED ON PLANS AS 5UPPORTING
GRAVITY LOADS ONLY (NO UPLIFT LOADS).
INTERIOR BEAR I NS HALL SEGT I ON
STRUGTURAL NOTES:
MOOD STRUGTURAL NOTES:
1.
WIND LOAD REQUIREMENTS AT I60 MPH PEAK WIND GUST FOR
1. ALL WOOD TO BE 5PEGIE5, GROUP, AND GRADE AS SHOWN
3 SEC. BURST PER FBGR 2020 OTH EDITION).
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP 11 WOOD IS SOUTHERN YELLOW PINE #2.
2.
WINDOW5, DOORS, AND GARAGE DOORS 5HALL BE DESIGNED TO
Fb=1200 P51, E=I,bOOp00 P51, M.G.=1a% MAX.,TYP.
THE 2020 FLORIDA BUILDING CODE.
PINE GROUP III WOOD IS DOUGLA5 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.
I" COVER ON 6 MIL POLY VAPOR BARRIER OVER
COMPACTED GLEAN FILL.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
4.
FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4"
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE
NAILED AT 6" O.G. MAX.
SHALL BE A5 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
GDX PLYWOOD. WALL NAIL PATTERN TO BE 6"
RECOMMENDATIONS AND WITHIN TIME AS SPEGIFIED IN "A5TM C44".
O.G. W/ IOd NAILS UNLESS OTHERWISE NOTED.
THE FIBERS SHALL COMPLY WITH A5TM DESIGNATION GIII6
TYPE III AND WITH APPLICABLE BUILDING GORES.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREEN6. ND.
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
TRU55E5) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE
ON REQUEST. STANDARD AGI 302 PROCEDURES FOR PLACING,
1i11051MUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING
FINISHING, AND GURING SHALL BE FOLLOWED WHEN USING
PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II
FIBER MESH CONCRETE.
b. MAX. I" HOLE DRILLED INTO EXTERIOR STRUCTURAL
5.
CONCRETE MASONRY UNITS SHALL MEET A5TM CaO.
R. 5TDD5 TO BE DOUBLED AT EACH END OF
6.
MORTAR TO BE TYPE 'M' OR 'S'. GROUT TO BE 3000 PSI
SHEARWALL AS PER DRAWINGS.
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
AS DEFINED IN AGI 53-acf. f'm = 1500 psi
OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM.
II. NAIL PATTERNS:
5.
REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
-DOUBLE PLATE AT 12" O.G. OUTSIDE THE
CHANGES OF DIRECTION WITH MINIMUM LAP OF 50".
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12" O.G.
9.
OMIT
-DOUBLE HEADER NAIL PATTERN AT 6" O.G. AT
EA. EDGE, 12" O.G. INTERNALLY.
10.
UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
-HEADER TO STUD- 4" O.G. 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. 51DE
II.
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 ANGHOR5.
WITH 16d ATID" O.G. STAGGERED.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE GONG. HOLE SIZE
12. ROOF SHEATHING TO BE MIN. I5l32" GDX
I/2" 3/4�� MIN. HOLE DEPTH
PLWOOD NAILED PER ROOF NAILING PATTERN
5/all 7/8" 6"-111
DIAGRAM.
3/4" I" i
8:�
15. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL
7/8" 11/8"
GUN AND/OR MANUALY.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST Bee' EMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
14. TRUSS BRAGING PER TRUSS MFG.
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
DRAW I NGS.
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
15. AT ALL INTERIOR WALL5 THAT ARE NOT LOAD
APPLICATION. TWO COMPONENT EPDXY RE51N MATERIAL TO BE
BEARING, METAL STUDS MAY BE SUBSTITUTED FOR
MIXED PER MFG. DIRECTIONS.
WOOD STUDS.
16. ANCHOR BOLTS 8" LONG x I/2" DIA. WITH A 2"
12.
MISSING DOWEL PLACEMENT:
SQUARE X I/8" THICK HURRICANE WASHER EMBEDDED 5"
NEW HOLE SHALL BE DRILLED 7/&" TO I" WIDE AND 10" DEEP.
UNLESS NOTED OTHERWISE.
AFTER HOLE 15 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 I/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 PLAN5, DETAILS, AND NOTES ON THESE
DRAWING ARE PROPRIETARY AND CANNOT BE
USED, TRAN5FERED, OR OTHERWISE REPRODUCED
WITHOUT THE APPROVAL OF RENAR HOMES
OROOF ED6E-/ O
y� O� O I 0 ROOF
�o I EDGE
- - - - - - - - - - - - - -
4' 0
OI (D 10 RIDGE
2 2 D
I� ZONE I -USE 5d RING SHANK NAILS 0 6" O.G.
ZONE 2-USE Sd RING SHANK NAILS (� ZONE 3-USE 8d RING SHANK NAILS
® roll O.G. v ® 4" O.G.
NA I L I N5 PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
REINFORCED/FILLED
GONG. BLOCK CELL
1/2" DIA L-BOLT
(8" LONG) W/ 2"
WASHER AT
32" O.G. MAX. 2x6 P.T.
JAMB DETA I L
2x4 P.T. W/ GONG. (� 2x6 P.T. FROM BOT. OF
NAILS AT 12" O.G. --I I HDR. TO GL6. LINE
EQUAL EQUAL
2x(o
P.T. N 1/2" DIA L-BOLT
(8" LONG) W/ 2"
\ WASHER AT
\\- 32" O.G. MAX. -
m
6ARA6E DOOR
OPENING -
N
ELEVATION
5 ARA5 E DOOR DETAIL
2x6
P.T.
2x8 RIDGE BOARD----
2x6 RAFTERS AT 24" O.G.
MAX. - TOE -NAIL TO
RIDGE BD. W/ (2) IOd
NAILS ROOF
2x4 VERT. STUDS 5HEATHIN6
® 4 -O O.G. (PLACE
ABOVE TRUSS BELO ti
51MP5ON STRONG-TI.
"H2.5
AT EA. END OF 2x4
PRE-EN6'RED SEE VERT. 5TUD
TRUSSES NOTE #4
NOTES:
5EE
I. HURRICANE CONNECTORS REQV NOTE #4
AT &-0" O.G. ROOF
2. PROVIDE "H2.5"
AT EACH RAFTER END 5HEATHIN6
3. PROVIDE 2x8 RIDGE BOARD
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES
AT LOCATIONS WHERE VALLEY FRAMING DOES
NOT BEAR ABOVE TRU55
HAND FRAMED VALLE"r DETAIL
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER
HORIZONTAL SPAN 15 GREATER THAN &-0"
INSTALL 51MP50N HT5MI6
W/ (a) IOd NAILS TO TRUSS ATTACH
STRAP TO LINTEL W/ (4) 1/4" x 2-1/4"
MIN TAPGON5 VERIFY NUMBER OF TAPGON5
WITH CONNECTOR SCHEDULE
8" X 8" X 16" -
CONCRETE LINTEL
BLOCK FILL WITH
CONCRETE AND
(1) #5 BAR
ALTERNATE TRUSS ANGNOR DETAIL
N.T.5.
MIGHAEL G. ANDERSON, ARCHITECT OF REGORD
FL. LIG. AROOI-1305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34a53
M2)40-2115
PLANS DE51ONED TO MEET THE REQUIREMENTS OF
THE 201-1 FLORIDA BUILDING GODS -RESIDENTIAL (6TH EDITION)
MIGHAEL G. ANDERSON
lichae l Digitally sign
by Michael
n d e rs Date:
rson
e:
n 2021.09.08
08:40:55 -04'
FL. LIG. AROOI-7305
4■
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-7-20
I
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LLI
J
LLI
F-
/
h
GORNE
FLASHING
TAPE
GOR
FLASHIN6
TAPE
FLA5HIN6
TAPE
TAPE
FIN OW TOP WIND
CORNER — —
NAILINC-
i
WINDOW
BOTTOM
SILL FLASHING TAPE
#1 SILL FLASHING T
I. GUT THE WATER RE51TIVE BARRIER (IG) r- 7
515TIVE
#2 WATER R
IJIiRRIER IVI
I � - FIST GUT 1
BARRIER
T----��
�T1-I
j (�
GUT,
I
I 13I
I I GUT I I
FROM EAGH TOP
I I i
CORNER AT A 45(P
I I I I
I 4.54PNp
ANGLE TO ALLOW
THE WATER BARRIER
I I
I I I I
TO BE LAPPED
I I I I
I I �2ND,
OVER THE FIN AT
I I
O Iz•_ _ GUT - I
I
THE HEAD OF THE
WINDOW.
L- - - - - - - - - - - - - - j
2. FOLD THE WATER RESISTIVE BARRIER (ID). 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 #I. GUT A PIECE OF FLASHING TAPE 12" LON6ER THAN
THE OPENIN6 WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS 5HOWN (IF) 50 IT
OVERHAN65 P TO THE EXTERIOR.
NOTE: THE TAPE IS OUT 12" LONGER THAN THE WIDTH 50 THAT IT WILL EXTEND 6" UP
EACH 51DE OF THE OPENING.
4. TAB THE SILL FLASHING TAPE AND FOLD. GUT P WIDE TA55 AT EACH CORNER O2"
FROM EACH SIDE OF CORNER) (IF) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY
TO ADHERE IT TO THE WATER RESISTIVE BARRIER.
5. APPLY SILL FLASHING TAPE #2. GUT A PIECE OF FLASHING TAPE 12" LONGER THAN
THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST I".
DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1&).
NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS.
I. APPLY SIDE FLA5HIN& TAPE. GUT TWO PIECES OF FLA5HIN6 TAPE 4" LONGER THAN THE
FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILIN& FIN AND
ONTO THE WATER RE51TIVE 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.
2. APPLY TOP FLASHING TAPE. GUT A PIECE OF FLASHIN& j
TAPE LONG ENOUGH TO 60 ACROSS THE TOP OF THE I
WINDOW AND EXTEND AT LEAST P PAST THE SIDE FLASHING I 2
TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP
NAILING FIN AS SHOWN. 2 r �, 1
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 1
1p I
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER I
(3G) 1
I
4. APPLY FL A5HIN& TAPE TO DIAGONAL GUTS. GUT PIECES
OF FLASHING TAPE AT LEAST I" LONGER THAN THE
DIAGONAL GUTS IN THE WATER RESISTIVE BARRIER. APPLY
THE TAPE GOVERIN6 THE ENTIRE DIAGONAL GUT IN THE
WATER RESISTIVE BARRIER AT BOTH UPPER GORNERS OF
THE WINDOW.
NOTE: BE SURE TO OVERLAP THE TOP GORNER5 (3D)
Rio
I I
I I
I I
I I
I I
I I
I O I
I 2 I
I I
I I
I I
I I
I I
fall
ROOF 5HEATHIN6
2x4 BLK6. 0 48" O.G.
(2) Ibd COMMON NAILS AT
EA. 2X4 LADDER FRAMING A/
6ABLE END TRUSS
AIR -INFILTRATION BARRIER
OVER EXT. SHEATHING (SEE
EXT. ELEV. FOR FINISH MAT'L)
TRUSS SETBACK
PER FRM&. PLAN
ROOF 12
5HEATHIN6 PER
ELEV. I
HURRICANE STRAP
0 EACH TRUSS
PER FRM6. PLA14-
8x8 U-BLOCK TIE -BEAM FILLED
W/ GONG. 4 (1) #7 BAR GONT.
VERT. #5 BAR AT EA. REINF.
FILLED GELL PER FDTN. PLAN
TOE NAIL (2) !bd EACH SIDE
T❑E NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
�— 2x4 BLK6. ® 48" O.G.
BLKG. @ 48' O.C.
PRE-ENG. TRUSSES
AT 24' ❑.C.
PRE -EN&. TRUSSES
® 24" O.G.
2X4 45° CROSS BRACING
2x4 450 GROSS BRAGIN&
W/(2)16d NAILS AT EA.
TRUSS WEB MEMBER
AT TRUSS MID -PT. AND AT
8'-O" O.G. (MAX)
2x4
45° CR❑SS BRACING SCHEDULE
SPAN
BRACING REQ'D ,
X
GREATER
THAN 20 FT. SPACED 4'-0' ❑.C, Ix
10 FT.
TO 20 FT, (3) PAIRS AT 1/4
LESS
THAN 10 FT. P❑INTS (1) PAIR AT
MIDP❑INT
2x4 TRUSS BOTTOM
2x4 TRUSS BOTTOM
CH❑RD BLKG. AT
CHORD BLK6. AT
4'-0' O.C. REFER
4'-0" O.G. REFER TO
TO FRMG, PLAN
FRAMING PLAN
(2) 16d
COMMONS TOE
16d COMMON5
NAILED EA, SIDE
TOENAILED EA. SIDE
OABLE END SEGTI ON @ HIP ROOF Y-Y
PLYWOOD SHEATHING
OVER WOOD TRUSSES
CEMENTITI❑US FINISH
ON METAL LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
J❑INT
STUCCO FINISH ON
BLOCK
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
CONCRETE "U" BLOCK
TIE -BEAM TOP LOURS
HORIZ. 2X2 NAILED TO
VERT. 2X25 W/ (2)-IOd
NAILS
8x8 U-BLOCK TIE -BM, FILLED
W/ CONC. & (1) #5 BAR C❑NT,
VERT. #5 BAR AT EA, REINF.
FILLED CELL PER FDN. PLAN --�
GABLE END SECTION X-X
ALCOA TRADITIONAL "F" CHANNEL
W/ 5/&" GA5EHARD "STUB" OR "T"
NAILS ® 10" O.G. IN GONG. BLOCK.
OR WITH Sd NAILS a 10" O.G. IN
2X2 NAILED TO EVERY
OTHER TRUSS TAIL W/
(2)-I0d NAILS
\-ALUM. NAILS 0.12 DIA.
SEE PL\6,N SHANK 3/&" DIA HEAD
1-1/2" LON& ® 6" O.G.
ALUM. NAILS 0.12 DIA. SHANK
L ALCOA3/S" DIA HEAD 1-1/2" LON& -
(2) PER SOFFIT SE&MENT
ADITIONAL
SOFFIT DETAIL 'VENTED AALLUMINUM SOFFIT
144
N.T.5.
U5E SIX GALVANIZED II OR 12 GAUGE ROOFING NAILS
WITH HEADS AT LEAST 315" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE 5URFAGE AND PENETRATE
THROUGH THE WOOD DECK BY AT LEAST 1/8"
PLAGE NAILS 6-1/5" FROM BOTTOM EDGE OF EAGH SHINGLE
AND I" FROM EAGH END. USE 6 NAILS PER SHINGLE
ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE
+ + + + + + + +
+ + + + + ++ ++ ++ + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + +
+ + + + + + +
+
SHINGLE SIDE VIEW
SHINGLE NA I L I N6 DETAIL
HIGH HIND OR 5TEEP SLOPE N.T.S.
19/32' CDX PLYWOOD SHEATHING
,v- 2x4 BLKG. @ 48' ❑.C,
/ I (2) 16d COMMON NAILS AT
I 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
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
4-7-20
I 15/32' SHEATHING OVER GABLE
I END TRUSS FASTEN WITH 8d
NAILS
O
AT 6' O.C.
2X4 'T' OR 'L' STR❑NGBACK AT GABLE
r `
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' ❑,C.
SIMPS❑N HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' O.C. MAX)
16d COMMON
[�
NAILS AT 6' ❑.C,
��
TO 2x6 P.T.
O
PLATE
r�
CEMENTITI❑US FINISH OVER FRAME
C❑NSTRUCTII❑N
(Y
APPLIED 2 LAYERS OF AN APPROVED
^�
N WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
�-
�1 WRAP,
� w
EXPANSI❑N J❑INT
C1
AT CS�.
�XVP PLATE
"
CONT. W/ 1/2'xFI
1
W
8' ANCHOR BOLTS
@ 32' ❑,C.
Ij
lu
z lu
3/4" DIA. X 6" DEEP HOLE FOR
#5 BAR
yli
SET IN EPDXY ADHESIVE
TOP OF BLOCK WALL
&ROUT SOLID AT
TOP OF GELL
it
LO
5AW.,UT APPROX. 4"W. X 24"H.
OPENING IN WALL
If
I
25" MIN. LAP OF REBARS
0 0)
cfl
I
II
J � �
I
31000 PSI CONCRETE FILLED
Cr�
cQ
I
GELL W/ #5 BAR
°
Q LL N
I
Z
0 to
I
u- , ` T
coW L.L CQ
1
SAWGUT I"W. OPENING IN WALL
FROM TOP TO BOTTOM FOR FULL
rr �
I
HEIGHT REBAR PLACEMENT INTO
Q C) (r CV U
O
GELL - FILL SOLID W. CONCRETE
W L m
5AW-,UT APPROX. 4"W. X 24"H.
OPENING IN WALL
I
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z
N
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II
I
CL
25" MIN. LAP OF REBAR5
tl
W
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II
TOP OF SLAB
I'I'I
Q �—
z 3/4" DIA. X b" DEEP HOLE FOR
#5 BAR SET IN EPDXY ADHESIVE
uj
t0
ADDED REINF. FILLED
E3LOGK GELL DETAIL.
NOTES:
-DRILLED HOLE TO BE GLEANED PRIOR TO
DISPENSING ADHESIVE
-EPDXY ADHESIVE TO BE HI&H STRENGTH TYPE
-REBAR DOWEL TO BE GLEAN AND OIL FREE
MICHAEL C. ANDERSON, ARCHITECT OF REGORD
FL. LIG. AROOI7305 I
1020 5W PROVINGETOWN LANE, PORT ST. LUGIE, FL 34a53
(772)418-21 la
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL G. ANDERSON
lichae Digitally
signed by
Michael
Anderson
nders Date:
2021.09.08
n 08:41:08
-04'00'
FL. LIG. AR0017305
PROJECT
NO. 17�015-41
DATE DRAWN 6-23-21
DRAWN BY ;MCA
BERMUDA 1�674 B2
LIVING 16�4 SQFT
GARAGE 385 SQFT
i
LANAI 160 SQFT
ENTRY 54� SQFT
TOTAL 2280
SQFT
CUBIC VOLUME:
CONDITIONED
�13,392 CUBIC FEET
OF
PACE _
s 0%1 1
*o A
_FL
F_
18X18
y
inylo
R/A
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81 M _j
410
8
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16
6
166
R/A
4#p
e, M
a�
r-.X6
6
CFM
VTR
4ty 50 CFM CFM
L
12� 2
12"
8X8
VTR
50 CFM
_45WFM
6X6
SCFM
6
4x'
1014
R/A
SINK
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7l;
DISP.
L_ tj
RYER
i 4
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PVTR
loll
3 !
DW �
11 3W
6X6
/00 '
A4 CFM
12Xl 2
K)d
R/A
8"
124X24
RHF
AHU
7*p
------- ------ --- ---
F_
F_
22'x
I lox10
j4,TCFM
ACCES
F
I
RX6
CFM
6X6
1Z CFM
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Go.
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r
COMPRETIS00 ACCEAS PAM
-SJ41W ffir
7,
AIR COOLEO C
ONDENSING UNI T S1
')UNTED Ars,
SUPPLY DUCT
7\1 0��E 11;]! N G
A.H.U.
FLLOQAn�T T H t
PRIMARY
RETURN IJR_A IRP-0 C
I ri RZ.A STAND
AIR HANDLER DETAIL
Preferred Air Conditioning & Mechanical, Inc.
1643 Donna Road West Palm Beach, Florida 33409
P: 561-689-1093 / F: 561-478-0089
831 S Kings
2%�714 ,%h7way Fort Pierce, Floricfi�
77 7 F: 772-878-7510 44
CAC1817665
-- ------ - ---- -
1IE* ni Data
. ..........
Type: Air Source Heat Pump Air Source Heat Pump
Model: CH14NB036*0**B* CH14N8036*0**B*
Indoor Model:
FB4CNP048L
Brand: 14 SEER HP 14 SEER HP
Description:
Air Source Heat Pum
Efficiency: p Air Source Heat Pump
8.2 HSPF 1
Sound:
0 4 SEER
Capacity: 34,200 Btuh 0
34,200 Btuh
i Sensible Capacity: n/a 25,660 Btuh
Latent Capacity: n/a
8.550 Btuh
w AHRI Reference No.: n/a
10544842
HVAC PLAN
SCALE 1/4" = l'-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 Q. ANDERSON
lichael Digitally sign
by Michael
ndersAnderson
Date:
2021.09.08
n -04'I
08:41:20
FL. LIC. AR0017305
,(PLAN REVIEW REVISIONS)
MASTER PLAN RE
ISION
20 20
Q)
0)
C*fD
ti
W � �
q
Q)
W% �aq
�
C\j
(0
III C\1
q
;m4
'q X
M er
ct Lj- 00
< CM
---- j C\j
W >
CD
_j M 0 120, C'j
Lj_ C\l
co < 0) 0
(r- III F-: (,q 0
< 0 Cc C\1 C)
z 0 <
w w j
F-
(J) z
C\j 0
N 3:
(y) (L
w
_j
w
PROJE di
NO. 17-015-0
41
DATE DRAWN 4-21-21
DRAWN BY MCA,
BERMUDA.1674 B2
LIVING 1674 SFT
GARAGE 385SO =T
LANAI 160 S0:T
ENTRY 54 SOFT
TOTAL 2280 S
CUBIC VOLUME OF
CONDITIONED SPACE
13,392 CUBIC FEET
ARROW ON THE TRUSS REPRESENTS ITS LEFT END
C
e
TYP. TRUSS END DETAIL
TRUSS END DETAIL #1
13-00-00 25-00-00
fXAir n Digitally
signeA by
el
An er
son
Michael
Anderson
Date:
2021.09.08
08:41:41
-04'00'
1602 INDUSTRIAL PARK DR
PLANT CITY FL
Phone: (813) 759-5922
Fax: (813)1752-1532
http://www,.bldr.com
General Notes:
..-------------
- Per ANSI/TPI 1-2007 all " Truss to Wall"
connections are the responsibility of the Building
Designer, not the Truss Manufacturer.
- Dimensions are Feet -Inches- Sixteenths.
- Trusses are to be 24" ox. unless noted
otherwise (U.N.O.)
- Trusses are not support desi ned to su brickU.N.O.9 Pp U
- Do not cut or modify trusses without first
contacting Builders FirstSdurce.
- Immediately contact Builders FirstSource if
trusses are damaged.
Connection Notes:
- All hangers are to be SirT pson or equivalent
U.N.O.
- Use Manufacturer's sped ications for all hanger
connections U.N.O.
- Use 10d x 1 1/2" Nails in,hanger connections to
single ply roof girder trusses.
Floor Truss Notes:
- Shift truss as required to avoid plumbing traps.
- Installation Contractor ar d/or Field Supervisor
are to verify all dimension , trap locations, and
options prior to installation
Dimension Notes:
- Drawing not to scale. Do of scale dimensions
'1�9'608 Rainw6od Court
FORT PIFRCE
Designed by: RE
Layout: 2 5 515 5 7TP_ LAY
Date: 05/19/19
Revision History:
Rev1: 07/15/21
Rev2:
Rev3:
mments:
NOT TO SCALE
SHEET
1 of I