HomeMy WebLinkAboutPLANSPRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT _ BLOCK * PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: JEFF M07TRAM
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING
ID
PRODUCT
MODEL #
MANUFACTURER
GLASS
ATTACHMENT METHOD
PRODUCT
APPROVAL
DESIGN
PRESSURES
HEAD: #10 X 2.112" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
3068
EXTERIOR SWING DOOR
FIBER -CLASSIC
THERMA-TRU
3/16" TEMPERED
DIA. X 2-1/4" TAPCONS SPACED 3WFROM CORNERS, S SPACED 3" M& 6" FROM MULLION. sILL.1/a
FL15225.5
+/- 67.0 PSF (MIN)
SMOOTH STAR
STEEL TRACK BRACKET TO WOOD: 5116" X 1.5/6" 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)
ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
WINDOW
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 4ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4- MIN. EMBEDMENT), WOOD ANCHORS
FIXED GLASS
FIXED 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ARE 3 AT SILL. WOOD SCREW ANCHORS: '• FROM E CORNERS,. MASONRY
O CNRY ANCHORS: 3" FROM CORNERS,
FL15349.9
+/- 55 00 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCOS (14/4•' MIN. EMBEDMENT)
WINDOW
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMSS:6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENn
Q
WINDOW
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 3ANCHORS, JANOS: 5 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1 /4" MIN. EMBEDMENn, WOOD ANCHORS
EQ
FIXED GLASS
FIXED 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ARE #10 3 AT SILL WOOD
SCWOODIREW (- "FIN. EMBEDME
CORNERS . MASOCNRY ANCHORS: 3" FROM CORNERS,
AX
FL16349.9
L+/-0 PSF (MIN)
30# ASPHALT
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND
UNDERLAYMENT
SATURATED
TAMCO BUILDING
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
ORGANINC FELT
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, I I OR 12 GA., WITH AT LEAST 30' DIA. HEADS, LONG ENOUGH TO
PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6.11W ABOVE BUTT
FL18355.1
PRODUCTS INC.
EDGE, APPROX. 1"& 13-1/2" FROM EACH END & //7' ABOVE EACH CUTOUT.
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION
MATERIALS
«>>
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
(+/- 70.0 PSF (MIN)
24 GA. GALV.
EASTERN METAL
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
HURRICANE SHUTTERS
BERTHA STEEL
SUPPLY, INC.
«>>
33 PSF: 16" O.C. SPANS UP TO 5, 9.9" SPANS UP TO 9'-2", 38 PSF:15.8" O.C. SPANS UP TO 5',
FL 11968.3
+70.0 - 80.0 PSF
8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9'-2", 54 PSF:
STORM PANEL
11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2"
HEAD:1/4" X 3-3/4" TAPCONS SPACED 6" FROM CORNERS, 3" & 6" FROM
(2) 3068
EXTERIOR SWING DOOR
FIBER -CLASSIC
THERMA-TRU
3/16" TEMPERED
MULLION. JAMBS:1/4" X 3-3/4" TAPCONS SPACED 6" FROM CORNERS,14" O.C.
FL15225.5
+40.0 - 40.0 PSF
SMOOTH STAR
MAX. SILL:1/4" DIA. X 2-1/4" TAPCONS SPACED 6" FROM CORNERS, 3" & 6"
FROM MULLION.
TABLE R301.2(1)
; W.RAPHM nF9N1,N CRRFRM
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN /
I SUBJECTTO DAMAGE FROM
WINTER
ICE BARRIER
UNDERIAYMP r
REQUIRED
FLOOD
HAZARDS°
AIR
FREEZING
INDEX
MEAN
ANNUAL
TEMP
Speed
Topographic
,yneth�.
Frytl,"s
Ta,mimo
DESIGN
TEMPO
LOAD
(mph)
effont,k (NA)
CATEGORY
tlBpth
NIA
See Fig. R3012(4)
WA
Negligible
NIA
Very
NIA
WA
NIA
Heamy
For St l pound per square foot= 0.0479 kPa, l mile Per holy=0.447 mN.
a WeaUrering is"neglible'for concrete as determined from th Weathering Probability Map [Figure R301.2(3)). The grads of masonry wits tog be determned
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 par Figure R301.2(6) is"eery hawy."
d Wind speed shall be from the basic wed speed map [Figure R301.2(4)} Wed arpMM category shall be determined on 9 arse specific basis in acmrdence
with Section R301.2.1.4.
e. The w1dole design dry-bulb temperature shall be selected from the columns of 9712-pemant vakms forwirike soon Appendor D of Cie Florida Building Cade,
Plumbing. Deviations; from the Appendix D amperaMes shall be permitted to reflect local climates or heel weather ezpe ierva as clatermined by the building official
f. Reserved.
g, The applicable governing body shall, by local floodplain flooyNein menegemeM ordinance, specify (al to data of thaj,siaidpian's entry Into me Nations! Flood
Inewerae Program (dale of adoption of the first code or ordinance for management of flood hazard areas), (b) Cte daM(s) done Flood Inmuance Satly and (c) to
penal numbers and dates of all cunottty effective FIRM and FBFM, or other flood hazard map adopted by the awMnCy havingpaadlcaon, as amended
h. Reserved.
1. 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 SO. FT.
VENTILATION AREA REQUIRED = 2,201.0 SO. FT. / 150 (F.B.C. R806.2) = 14.67 SO. FT.
PARAMETERS:
LINEAR FEET OF 16" WADE SOFFIT = 207.2'
SQUARE FOOTAGE OF SOFFIT - (207.2' X 1.33') = 275.6 SO. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SQ. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 275.6 SO. FT. X 11.74 SO. IN. / SO. FT. X 1 SO. FT. / 144 SO. IN. = 22.47 SO. FT.
CONCLUSION:
VENTILATION PROVIDED = 22.47 SO. FT. > VENTILATION REQUIRED = 14.67 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
I have reviewed the above product approval
Information
�a�dd napproved ft.
P'�' Name: ��16LL1/AVtZO-� Cq
Signature:
Certification Number: nyzUc,173Qj✓
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
PROJECT & CODE DATA
*PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
TYPE OF CONSTRUCTION: CBS X FRAME
BUILDING DESIGN: ENCLOSED X OPEN
ULTIMATE DESIGN WIND SPEED140 MPH 160 MPH X
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: 11
EXPOSURE:B
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 NOX
ROOF LOAD:
TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF
BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF
(NON -CONCURRENT)
PARTIALLY ENCLOSED
170 MPH
►A
A
COMPONENTS AND CLADDING WIND PRESSURES PER
2017 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19.9
27.7 PSF / -30.0 PSF
20 TO 49.9
26.4 PSF / -28.0 PSF
50 TO 99.9
24.7 PSF / -27.0 PSF
100 TO 499.9
23.5 PSF / -25.0 PSF
500 AND ABOVE
20.6 PSF / -22.0 PSF
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19.9
27.7 PSF / -37.0 PSF
20 TO 49.9
26.4 PSF / -34.0 PSF
50 TO 99.9
24.7 PSF / -31.0 PSF
100 TO 499.9
23.5 PSF / -28.0 PSF
SW AND ABOVE
20.6 PSF / -22.0 PSF
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROMNCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION
,e62,,b
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BO JC
FILE COPY
SCANNED
LucCioanty 0
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
QBUILDING DEPT.
COMMENTS 8-25-1
MASTER PLAN REVISION
11-7-18
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PROJECT
NO. 17-015-116
DATE DRAWN 7-24-19
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
CVR
2"
3"
1!
2"
2" 1 1 LOOP
SINK !
3" V.T.R.f
I
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I '
I I 3" I
2" W.C.
LAV
2"
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2"
1 3" V.T.R.
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2" I I \\\
WASH I I
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TUB 2"LAV
3"
CLEAN
4" MAIN OUT
TO SEWER
OR SEPTIC TANK
SCHEMATIC PLUMBING RISER
Lr
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7m'. n.
36"X36"X16"
DEEP CONC. FTG.
W/ 3-#5 E.W.
2'-0"
V-10" 4'-0" 4'-2" S-10" 7'-2"
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11"
16'-5 3 8" I
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LVRECESS
SLAB
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4" 2500 PSI CONC. SLAB W/ I
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FIBER MESH, AND/ON 6X6-10/10
I
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•
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MIL. POLY VAPOR BARRIER OVER
REFERENCE
TERMITE
CLEAN FILLEATED COMPACTED
II�
i
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1 FINISH FLOOR
I
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I
19'-4 3/8"
•
8'-4 3/4"
I
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INDICATES C.M.U. CELL FILLED I
�
W/ CONCRETE AND (1) #5 VERT.
REBAR CONT. FROM FOOTING 1
SINK I I
IIII
TO TIE BEAM (TYPICAL)
>
I W/ II
I611
I
DISP. I I
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19'-2 3/8"
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=
3'-5"
4'-10"
V-5"
6'-4"
20'-0"
38'-0"
c 6x6 - 10x10 WWF
— 6x6 - ,Ox10 WWF w OR FIBER MESH
FE
OR FIBER MESH
0
# I
BARS
8" 1'-4"
A DETAIL
V)
CONC. w
SLAB
H, DETAIL
1
CONC.
SLAB
Aco
4" 8"
G, DETAIL
1
\�42" X 42"
A/C PAD
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 71-0"
BD = 68'-2"
DIMENSIONS ARE
ROUNDED TO THE
CLOSEST INCH
I
2-#5
8„ BARS
/ '-4
DETAIL
1
CONC. w
SLAB
o GRADE
2-# 1 12"(MIN)
BARS BELOW
8-Y-4'
D DETAIL
1
CONC. 1-#5
SLAB BAR
T
4, 18" I
G DETAIL
1
CONA-�
BA
SLA
2—
2'-0"
DETAIL
1
6x6 - 1000 WWF
OR FIBER MESH
CONC.
1'-0" SLOPE
SLAB
2_#
GRADE
BARS
1
F
DETAIL
1
5 1/2" FRAME
7 5 :' ((BLOCK w
CONC. a ie
SLAB M >
2-#5
1'-4" BARS
J DETAIL - S.G.D.
CONC. 8" VARIES 8"
SLAB
N SHOWER
RECESS
L DETAIL
\111
REVIEWED F
CODE COMPLI .SCE
ST. LUCIE COUNTY
BOCC
FILE C' 1--+
FOUNDATION PLAN
1-#5
CONC. BAR
SLAB
Z—�
/ H \ DETAIL
1
CONC. 2-#5
SLAB -7 BAR
" K DETAIL
N SHOWER
CONC RECESS
SLAB AT WALL
M �
GRADE
2-_
BANS 4—��
M DETAIL'
1
PIPE SLEEVE (DIA.
LARGER THAN PIPING
THRU FTG.)
:3"
MIN.
FTG. PER
DEPTH
MIN. 3„ M — DETAIL
C FOOTING &
REBAR
TRANSITION
PIPE THRU
PF FTG. DETAIL
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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIOt
MICHAEL C. ANDERSON
G%1ga
FL. LIC. AR0017305
F
EW REVISIONSNG DE T.ENTS 8-25-19
MASTER PLAN REVISION
11-7-18
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PROJECT
NO. 17-015-116
DATE DRAWN 7-24-19
DRAWN BY MCA
BERMUDA 1674 B2
LIVING 1674 SQFT
GARAGE 385 SQFT
LANAI 160 SQFT
ENTRY 54 SQFT
TOTAL 2280 SQFT
F13,392
VOLUME OF
ITIONED SPACE _
CUBIC FEET
SHEET
A 1.0
KIT. AT RNG. /REF.
KIT. AT DINING RM.
WALL MTD. LT.
0
I
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MIRROR
M.C.
r FILLER\
OPEN TO
BEYOND
Izimv
KIT. AT ISLAND
VB42 V842 SHWR
M. BATH VANITY
r—WALL MTD. LT.
TILE
FILLER
BATH 2
TILE
FILLER
in
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.
-4" TOP OF BLOCK II TOP OF BLOCK
I +9'-4" A.F.F.I7t +8'-0" A.F.F.
LANAI
8'-0" CLG.
■
- 4"
12'-0"
25'-0"
O
O
6'-8"
6'-8"
HDR. HT.
HDR. HT.
■
■
■
■
■
EGRESS
8'-0" CLG.
EGRESS
AAE
R/S
r---------
9 -0" CLG.
- ---7
1
8'-0"
CLG.
Yp
18'-8 3/4"
®
io
5'-0'
M.BR.
I
COFFER CLG.
I
S
I
N
I
R/S
13,-0" 8'-0" 1 " 2'-11 �/2"
15'-0" 3-2 1/2 7'-6 3/4"
-- -- --- ---J
0P2'-O
9'-4" CLG. 8'-0" CLG. R/S
I---------- ® R/S
in 10'-4" CLG. TEMP. GL.
m 1 ENCL. ON 42" 15" 15' d
H. WALL n 11911 LAIN cn M
17'-8 1/2 cp
FAMILY RM.
COFFER CLG. I
O
8' 0'
HDR. HT
TOP OF
BLOCK
+9'-4"
A.F.F.-
VENT
MICROWAVE
THRU
WALL
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n — I
I8'-O" 1.
+8'-0" BRG. ^ I CLG.
WALL HT. I 6
O94
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00
K
K M
I
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12'-5 1 /4" O
D
6'-8"
BR.3 HDR, H
8'-0" CLG. \ • EGRES!
M
I 1
0
9'-11 1/2"
\
I 8'-0"
6'-9
CLG.
3/8"
SINK
W/
DRYER
VTR
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D
DISP.I 11/2'
6' 1
1/2"
Ln 12'-5 1/4"
I
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BR.2E
=
0 1 I
10
I W 8'-0" CLG.
2' 0" 0 8'-0" CLG.
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1
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COFFER CEILING+8'-0"
BRG.
WALL HT.9'-4"
CLG.OBI
11G
FOYER42"H.
1/2
10'-4" CLG.
0WALLGARAGE
—o
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1
8'-0" CLG.
0
COFFER CLG.I
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10'-4" CLG/
—
CLG. HT.
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38'-0"
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O
corcio
16'-0" 12'-0"
HB
0
I
in
DOOR SCHEDULE
O
SIZE
PER
R.O. SUPERLDG.
Q
REMARKS
1
3068 SWING
1
EXT. DOOR
2
8068 S.G.D.
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
4
INT. DOOR
9
16070 OVHD. DR.
1
GARAGE DOOR
WINDOW SCHEDULE
O
SIZE
PER
R.O. SUPERLDG.
0
REMARKS
A
25 SH
3
MUNTINS
MULL TO "B"
B
38" W. HALF RND.
ARCH TOP
3
5 LITE
MULL TO "A"
C
35 SH
1
D
25 SH
5
E
36" W. HALF RND.
ARCH TOP
1
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
(2)2x8 BEAM W/ TOP OF ARCH
2x4 TOP PLATE
ACROSS ENTRY—x +9'-2" A.F.F.
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
TOP OF BLOCK
+9'-4" A.F.F.
0
0
�
22"
I
RAD.
04
1' 8"
4'-4"
1' 8"
PROVIDE 5/8" DIA.
1.11
TAPCONS SPACED 6"
O.C. FOR P.T. 2X4
2x4 BLKG. BTWN.
TO BLOCK WALL
FACES OF SOFFIT
CONNECTIONS
16"W. SOFFIT
AND SIDE WALL
LIVING RM. CONC.
BOX OUT
BLOCK WALL
12"0 RND.
FOAM COLUMN
ENTRY
ARCH SOFFIT
DETAIL
SOFFIT AND BOX OUT TO USE 2x4 BLOCKING WITH
FLOOR PLAN
20'-0" SCALE 1/4" = 1'-0"
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
TOP OF ENTRY
TRUSS BRG. HT.
+11 -0 A.F.F.
KNEE WALL ABV. BLK.
WALL W/ 1/2" DIA. EXP.
:ANCHOR W/ 6" MIN.
EMBEDMENT
TOP OF BLOCK
0 +8'-O" A.F_F.
I
NOTE: PROVIDE SIMPSON "SPH4"
AT TOP OF KNEEWALLS AND
"LSTA24" FROM FACE OF HEADER
TO VERTICAL FRAMING
- GARAGE CONC.
BLOCK WALL
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 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION
Al
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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PROJECT
NO. 17-015-116
DATE DRAWN 7-24-19
DRAWN BY MCA
BERMUDA 1674 B2
LIVING 1674 SQFT
GARAGE 385 SQFT
LANAI 160 SQFT
ENTRY 54 SQFT
TOTAL 2280 SQFT
(13T,392
OLUME OF
ONED SPACE _
UBIC FEET
SHEET
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
20" W. ARCH
SOFFIT PER
+18'-7" A.F.F.
ROOFING CEMENT.
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 6r
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")
COATING ON
LATHNTiTIOUS
16" OVERHANG
TYPICAL UNLESS
OTHERWISE NOTED
----
------------
TOP OF BLOCK
-- ---
---
+9'-4" A.F.F.
��
��� _ _
—6"W. RAISED TRIM PROJ. 3/4") —
— — — — — — — _ TOP OF BLOCK
+8'-0" A.F.F. C.J.
111 ■■■ ! 111 �I��I�I■■I�I�I�I�I�
111 ■■■ 111 " ICI ICI ICil_�ffllw_l 10�1 �L�_ji
I ICI
111' � ■■■ i 111 !• ICI I■�I I■■I I��
:. .
12
16
LLB
CEMENTITIOUS COATING ON BLOCK
OD 20" SIDE WALL
RETURNflTl
LEFT ELEVATION
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF BLOCK OL — — — — — — — — — — — — — — —
'-0" A.F.F.— — — — — — — — — — — — — — — — — — —
+8
0
I
to
■
CEMENTITIOUS
COATING ON BLOCK
Ix3 OR fx4 P.I. BUOI SET IN
SEALANT AND NAILED
WA-1/2' CASE HARDENED
COL NABS AT 12. 0/C
MAX
CM OR MASOMTY
PERAVER CAWfWG
CETEHRDOUS nIm
HEAD DETAIL
WIND❑W
SX= FIA9N
PERIMEIBP CAUU(W
CONC OR MASOVRY
Ix4 OR 1xe P.T. BLOT SE7 W
SEALANT AND NABED
Wn-1/2' CASE HARDENED
COT. NABS AT 24, O/C.
PO MAX
g DRYWAU. BOARD
CAIB.ONG
JAMB/HEAD DETAIL
(SG )
REAR ELEVATION
SCALE 1/4" = 1'—O"
-ALWMWM FRAME
FASTEN MU BUON W/
3/I6x3 1/4• TAPOON
O 2PIWDIWOI D
MS(.REN5
HOLES BY MAMIFACI RER
ALLVYWIM fRAME
SECURE nmw TO su
MATH sumCEM00NOUS
PERME70 CAUTAW
FBBSH
�x�Cl—Cilutm
CONC. OR MASONRY
14 OR 1X4 RE BUD( SET N
s-coNT AND NAM
CASE HARDENED
'�O"80
° .:O'
COB NABS AT 12" 0/C
L
MAX
PRECAST OR POURED
SILL
PFaBff1ER CAULIW
`iWYWAU BOARD
(� CAULXRIG
JAMB DETAIL
WINDOW
S7EN 70 SILL W/
x i' SO♦EWs
2'-D' 0/D
ow COVERING
\ BED
SILL DETAIL
(SGD)
SILL DETAIL
WINDOW
DRYWAU. BOARD DOOR
DOOR FRAME FAS0 0 ilAROM BUD!
LWq/7H3(-i/4• x 1/4' (MIN) TAPC011S
B"MIH')F� COZY AND
4 Ea 9'ACEO TAPCD 6 OV EA. VERTICAL
LEB W/ MBE EM9E0 OF 1 5/B• —
SCALE 1/4" = 1'—O"
12
16
F—I ■ CEMENTiTI OUS COATING ON BLOCK FILE COPS
20" SIDE WALL 1
RETURN
TOP OF SLAB
— — — — — — — — — — — — — — — — — — — — — — — — — —
+0'-0" A.F.F.----------------------------
)A Ar. &= SET W DOOR RMESHOI.D SET
CNATO NAI SECURED
YW1 (VA7� W am or &
FASIE70 9L1. NED W/
3146• 0/C Not TAPCONS
PERIMETER CAUMG O fe
aoLW colEaWc
�.-CCEMEN1771OUS FDI91 . .
•—PEIN E7ER CAWONc ':
—DOOR TRIM °
TER CAULK COMORIN G
caNrrE7E 9Ae
HEAD/JAMB DETAIL SILL DETAIL
EXT DOOR EXT DOOR
CUNCHEIE -U- BLOCK
TiE—BEAM TOP COURE
HORIZ. 2X2 NAILED TO
VERT. 1X2'S W/ 12d X
3—i/4" NAIL
SOFFIT DETAIL
RIGHT ELEVATION
ATTACHMENT PER MFRS.
RECOMMENDATIONS
1X2 NAILED TO TRUSS TAILS
W/ (2)-8d NAILS
ATTACHMENT PER MFRS.
.E P RECOMMENDATIONS
STAPLES ®8" O.C. PER MFRS.
RECOMMENDATIONS
CONTINUOUS VENTED SOFFIT
N.T.S.
P.T. (2) 2X4 BUCK -
CONNECT TO BLOCK W/ 3(s x
3' TAPCONS (1 1/4' MIN. _
EMBEDMENT INTO BLOCK)
SCALE 1/4" = 1'—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) —�
10d AT BUCK
TOP OF BLOCK WALL 2x4 SOLID BLOCKING (FULL
WIDTH OF WALL) BTWN,
PLYWD. ARCH FACES W/ (3) —
10d NAILS THRU PLYWOOD
INTO EA. 2x4
P.T. (2) 2X4 BUCK -
2X4 VERT. BRACES CONNECT TO BLOCK W/ ?(e x
3' TAPCONS (1 1/4" MIN.
15/32" COX PLYWOOD PANEL EMBEDMENT INTO BLOCK)
(BOTH SIDES) NAILED TO BUCK
W/ Bd NAILS AT 4" O.C. PROVIDE N' x 3' TAPCON (1
1/4" MIN. EMBEDMENT INTO
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
MASONBTE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ !)d NAILS I' x 3" J
SECTION A -A (TUCK
CONTINUOUS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
15/32• COX PLYWOOD
PANEL (BOTH SIDES)
NAILED TO BUCK W/
8d NAILS AT 4" O.C.
CONTINUOUS CONC.
BLOCK UNTEL PER
PLAN
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ Bd NAILS
LINE OF RECTANGULAR
ROUGH OPENING
ARCH IN
MASONRY OPNG.
DETAIL
MICHAEL C. ANDERSON
MICHAEL C. ANDERSON, ARCHITECT OF RECORD ^ ^
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953/iG } ^
(772)418-21181�j
PLANS DESIGNED TO MEET THE REQUIREMENTS OF Vk /
THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
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PROJECT
NO. 17-015-116
DATE DRAWN 7-24-19
DRAWN BY MCA
BERMUDA 1674 B2
LIVING 1674 SQFT
GARAGE 385 SQFT
LANAI 160 SQFT
ENTRY 54 SQFT
TOTAL 2280 SQFT
732ITC�B
LUME OF
NED SPACE =
IC FEET
(� SHEET �
I A 3.0~
FRAMING NOTES:
1. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 L.L./17 D.L.)
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3. AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK
ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24"
O.C. VERT 0 (2)2x4 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0")
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE
NOTE: TRUSS LAYOUT IS SCHEMATIC. REFER
TO TRUSS COMPANY LAYOUT FOR TRUSS
LABELS AND LOCATIONS.
(2) HETA2
lim
NOTE: BRACE
WALL WITH 2X4
BLKG. AT BOT.
CHORD EACH
SIDE — PROVIDE
TAPCONS
SPACED 12" OX
STAGGERED ON
LANAI SIDE &
HETA20 ON TOF
OF WALL
A
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 > 14-10d x 1 1/2
USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.)
SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2
TO PLATES
24-10d X 1 1/2
TO STUDS
SIMPSON
SIMPSON
SIMPSON
MGT (IN FRAME WALL) < 3965 >
PHD5 (IN FRAME WALL) < 4685 >
HTT16 (IN SLAB) < 4175 >
22-10d / 5/8" DIA. A.T.R.
14-1/4"X3" WD. SCREWS /
5/8" DIA. THRU-BOLT
18-16d / 5/8" DIA. A.B. W/ 7" MIN.
EMBEDMENT /-SIMPSON SET" EPDXY
TIE ADHESIVE
B-2 B-5 B-5
B-6 B-1
(2) HETA20
--
PRECAST HEADER SCHEDULE
B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
208"
8F16-1B
950 PLF
361 PLF
B-2
160"
8F16-1B/2T
1075 PLF
770 PLF
B-3
70"
8F16-1B
4144 PLF
1930 PLF
B-4
112"
8F16-1B
1818 PLF
980 PLF
B-5
54"
8F16-1B
6039 PLF
2507 PLF
B-6
54"
8F8-1B
2170 PLF
1660 PLF
M[eve
BU8 8F8-1B BF16-1B/1T
#5 REBAR AT TOP
MIN. (I) REQ'D
''' 1-1/2' CLEAR
f R FILLED WITH GROUT / U =UNFILLED j � '
QUANTITY OF REBAR AT a = •' ' ' ,M.0
F F WTTOM OF LINTEL CAVITY
8F16-1B/1T_ GRIXIT
g
I I + `
NOMINAL WIDTH J I L QUANTITY OF `4 #5 REBAR AT BOTTOM
NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY
TYPE DESIGNATI❑N NOMINAL
B' NOMIL
L WIDTH
ROOF TRUSSES OR 2x RAFTERS
(2)2X W/ PLYWD. 0 24" O.C. CONNECT W/(2)
SPACER BEAM 16d MIN. COMMONS TOE -NAILED
AS NOTED PER PLAN
TO TOP PLATE
SPH4 (TOP
SEE ROOF PLAN FOR REQ'D
PLATE TO STUD
CONNECTOR) 1.
STRAP AT EACH MEMBER.
SPH4 (TOP
PLATE TO BEAM
CONNECTOR)
® 16" O.C. TYP.
2x CONT. STAGGERED
LSTA24
MID -WALL BLOCKING
(BM. TO STUD
(WALLS OVER 10' HT
FLAT ARCH
CONNECTOR)
PROVIDE BLOCKING 0
TOP PER
4'-0" O.C. MAX.
PLAN
NOTE:
TRUSS TO PLATE ANCHOR, STUD
TO TOP OR SILL PLATE ANCHORS,
AND BOLTS TO SLAB NOT REQ'D
AT INTERIOR BEARING WALLS NOTED
2x STUD 0
G.
ON PLANS AS SUPPORTING GRAVITY
16" O.C.
LOADS ONLY (NO UPLIFT LOADS).
6"
2)
M AX.
S
:SPANS
SPH4 (STUD TO BOTTOM
PLATE CONNECTOR)
NUMBER TO MATCH
NUMBER OF STRAPS
ABOVE OPENING REVIEWED FOR
\
`-1/2" DIA. EXP. BOLT (2 -Y4" MIN. EMBEDMENT) CODE COMPLIANCE
W/ 2" X J16" THICK WASHER 0 24" O.C. ST. LUCIE COUNTY
(PLATE TO SLAB CONNECTOR)
BOCC
FRAME BRG. WALL TO
SLAB CONNECTOR DETAIL
EXT. WALL OR INT. BRG. WALL
FILE
COPY
FRAMING PLAN I MICHAEL C. ANDERSON
SCALE 1/4" = 1'-0"
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROMNCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION)
FL. LIC. AR0017305
Al
PLAN REVIEW
MASTER PLAN REVISION
11-7-18
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PROJECT
NO. 17-015-116
DATE DRAWN 7-24-19
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
A 4mO
LEGEND
SURFACE MTD. CEILING FIXTURE
A$'
PENDANT FIXTURE
1O_ ,
RECESSED LIGHT
WALL MTD. BRACKET 2 72' A.F.F.
FLUORESCENT FIXTURE
�1=
fV
WALL MTD. VANITY LIGHT
®
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
14
CEILING PADDLE FAN
(PREWIRE OR W/ IIGHT AS NOTED)
WALL MTD. SMOKE DETECTOR
ItiJ
t�
CEILING MTD. SMOKE DETECTOR
CEILING MTD. CARBON MONOXIDE DETECTOR
KILU
CHIMES
�•
CHIMES PUSH BUTTON
TELEPHONE JACK
CABLE TELEVISION JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
3&
220 V. RECEPTACLE
®
DEDICATED 220 V. OUTLET
110 V. JUNCTION BOX
64-
SWITCH 2 42' A.F.F.
�-
RHEOSTAT SWITCH E 42' A.F.F.
TP O
TOUCH PAD FOR SECURITY SYSTEM
O
CENTRAL VACUUM OUTLET LOCATION
4�
ELECTRICAL DISCONNECT
I
PREWIRE I / PREWIRE I
SD
I' I
I�-----+5'A.F.F.
GFI ry
\ SOD C.OM.D. - _-FA
I----- -----� T.
I I /
I PH
-�
I� I - \-
XP' Or
\� PREWIRE I /
+5' A.F.F.
� � I
I \ I PREWIRE
TV %,q1
I \ \ �5' A.F.F
D
I -
I I
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 (8)).
B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE
REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN
2006 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
2017 F.B.C.
I I
O
GFI SO C.M.D.
SINI
W jK ; I• I SO �\ PREWIRE ELECTRICAL LOAD CALCULATION
DISP. I ; i
1674 S.F. AT 3 VA 5.0 kVA
GFI I I I - - - 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH &0 kVA
• I LAUNDRY CIRCUIT 1.5 kVA
RANGE 12.0 kVA
I W 1 WATER HEATER 3.0 kVA
GFI/ DISHWASHER 1.5 kVA
OUTLET DISPOSAL 1.5 kVA
FOR DW DRYER 5.0 kVA
+5' A.F.F.
MICROWAVE _ _ I �II i • I TV SUBTOTAL 32.5 kVA
FIRST 10 kVA AT 100% 10.00 kVA
j \ W Sc.1 REMAINDER AT 40% 9.00 kVA
DITOTAL OF OTHER LOAD 19.00 kVA
G I GFI \ I Ld Gn C. 10 kVA OF AC AT 4011 4.00 kVA
Ars ABV - \ I x AHU I
U TOTAL 23.00 kVA
AS23.000 VA DIVIDED BY 240 V 95.8 A
POOL SUB PANEL 30.0 A
GFI
TOTAL 125.8 A
GFI GFI G I— I\ ABV• USE 150 AMP SERVICE
(------- (c�2122Ar:V�4- GW�P
1111 GARAGE DOOR ELEC.
OPENER PREWIRE PANEL METER
I I EXTENT OF AREA
/ FOR VINYL OR TILE
I 1 J PER CONTRACT
Wp
GFI
\ - COACH LTS.
COACH LTS. - - PREWIRE
PREWIRE - - -
ELECTRICAL PLAN
2" RIGID O.H. SERVICE F.
3-#2/0 XHHW-
SER CABLE
32 CKT I I AMP
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----____�
SUPPLEMENT GROUND NO. 4 CU. WIRE
TO 5/8' x 8'-0"
SCHEMATIC ELECTRICAL RISER GROUND ROD
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
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
FILE COPY
MICHAEL C. ANDERSON
FL. LIC. AR0017305
An
ASTER PLAN REVISION
11-7-18
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PROJECT
NO. 17-015-116
DATE DRAWN 7-24-19
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
SHEET
A 5.0
12
PER
IE EV.
R-30 INSULATION
1/2" CLG. GYP. BD.
8"x8" U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 REBAR CON'
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 1x2 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
3/4" PLYWOOD SHEATHING -
DECORATIVE CEMENTITIOUS COATING ON LATH -
,gk WNND-W HDR HT
-
PER PLANS
ALUMINUM TRANSOM WINDOW -
NTH FLANGE MOUNT. ATTACH
PER WINDOW MANUFACTURER
SPECIRCATIONS.
3/4" PLYWOOD SHEATHING
(1/2" PLYWOOD SPACER -\
DO -OR HDR HT _
PER PLANS -
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.
_ TOP- OFT
T 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
-1-#5 VERT. BAR TIED INTO
#5 BAR DOWEL W/ STD HOOK
AND RUNNING INTO LINTEL
I (LOCATIONS PER FDTN. PLAN)
y_0 -0"
I- - V TOP OF SLAB
I FINAL GRADE
III STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
J- CONC. FTG. PER
FOUNDATION PLAN
TYP. EXT. BLOCK WALL
TRUSS OR BLKING. PER PLAN
1/2" GYP BOARD
EL 36 ABOVE
5x5x}" WELDED
FLANGE
1" 1" 3"0x1/4"
STEEL PIPE
�® _4" TAPCON
5"
TRANSOM WINDOW / DOOR SECTION (TPI
12
-I
PER
�- ELEV.
CLIP BANGLE --
GIRDER TRUSS
SIMPSON LS30
CLIP ANGLE
R-30 INSULATION
USE 2X4 STU[
_ 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)
X-SIMPSON HETA20 HURRICANE STRAP OR EQUAL
(3)10d NAILS FACE
f AILED TO 2X RAFTER
TOP OF BLOCK ,�
REFER TO EXT. ELEV.
COVENTIONAL FRAMING @ BAY
N.T.S.
II
II
II
II
I
I
I W/ 1
I
I CONC BLOC
I
I
I
I I
I
I I
I I
LTH I-
L
EXTERIOR FRAME WALL TO
CONC. BLOCK WALL CONNECTION
LINTEL
2x4 STUDS ® SPACING
PER PLANS
VERTICAL FILLED CELL
-#5 BAR
(2) 16d
K WALL ® 12" O.Cf
(2)2x4 P.T. W/1/2" DIA.
COUNTERSUNK BOLTS
® 24" O.C. VERT
2 1/4" MIN EMBEDMENT-/
WITH 2" SQUARE X 1/8"
THICK HURRICANE WASHER
TOP OF SLAB
LINTEL BLOCK TOP COURSE
FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER
BLOCK WALL
Z Z Ir=- = ___ --
0 I- a
z a II #5 BAR DOWEL
TOP OF LOWER < = aw II W/ STD. 90' HOOK
BLOCK WALL0EI
I
CONC. BLOCK WALL
#5 BAR DOWEL jl VERTICAL FILLED
W/ STD. 90" HOOK II CELL W/ 1-#5 BAR
II
II
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/
12-10d 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/
12-10d 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
PRE-ENGINEERED TRUSSES
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"
O.C. MAX.)
2x4
P.T.
BOTTOM PLATE
W/
1/2-
DIA. EXP. BOLTS
W/
2" WASHER AT
24"
O.C.
(MAX.)
5" EMBED
FOOTING PER
I
II
I
I)
I I
II
I I
FOUNDATION PLAN
�/
1 i I
I II
-I i I-1
I I
1 1-
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
\\-(2) 10d
® 6" O.C.
3 1 /4"
DETAIL AT
90" CORNER
O
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER FBCR 2017 (6TH EDITION).
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2017 FLORIDA BUILDING CODE.
3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN.
1" COVER ON 6 MIL POLY VAPOlk BARRIER OVER
COMPACTED CLEAN FILL.
4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4"
COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE
SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94".
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING
FIBER MESH CONCRETE.
5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90.
6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
AS DEFINED IN ACI 53-99. f'm = 1500 psi
8. REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
9. OMIT
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
11. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH
5/8" 7/8"
6"
7.
7/8" 1 1 /8" 8"
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
12. MISSING DOWEL PLACEMENT:
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
5'
J
O ROOF EDGE J O2
----------------�
S� Oj O I O ROOF
4 I EDGE
- - - - - - - - - - - - -
OlO RIDGE 4' O I
I --- 2 2 --� I
lO ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C.
OZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS
2 ® 6" O.C. ® 4" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
REINFORCED/FILLED
GONG. BLOCK CELL
1/2" DIA L-BOLT I _7T_
(8" LONG) W/ 2"
WASHER AT
32" O.C. MAX. 24 P.T.
JAMB DETAIL
2x4 P.T. W/ CONC. r-2x6 P.T. FROM BOT. OF
NAIL) Al IZ V.l..
f7UK. IV CLb. um
co
EQUAL EQUAL
!x6
'.T.
N 1/2" DIA L-BOLT
2x
(8" LONG) W/ 2"
P.1
WASHER AT
32" 0_C. MAX.
N GARAGE DOOR
OPENING
N
ELEVATION
GARAGE DOOR DETAIL
i
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED AT 6" O.C. MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED.
7_ STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN
ARE TO BE #2 OR BETTER, SPECIES GROUP II
8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
AS PER DRAWINGS.
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM.
11. NAIL PATTERNS:
-DOUBLE PLATE AT 12" O.C. OUTSIDE THE
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12" O.C.
-DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
EA. EDGE, 12" O.C. INTERNALLY.
-HEADER TO STUD- 4" O.C. EA. HEADER MEMBER
-STUD TO TOP OR BOTTOM PLATE- (2)16d END
NAILED OR (2)16d TOE NAILED EA. SIDE
-ALL INTERIOR HEADERS TO BE (2) 2x
WITH 1/2" FLITCH GLUED AND NAILED
WITH 16d AT 8" O.C. STAGGERED.
12. ROOF SHEATHING TO BE MIN. 15/32" CDX
PLWOOD NAILED PER ROOF NAILING PATTERN
DIAGRAM.
13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN
AND/OR MANUALY.
14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS,
16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2"
SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5"
UNLESS NOTED OTHERWISE.
17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR
GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED
ALL PLANS, DETAILS, AND NOTES ON THESE
DRAWING ARE PROPRIETARY AND CANNOT BE
USED, TRANSFERED, OR OTHERWISE REPRODUCED
WITHOUT THE APPROVAL OF RENAR HOMES
2x8 RIDGE BOARD -
2x6 RAFTERS AT 24" O.C.
MAX. -TOE-NAIL TO RIDGE
BD. W/ (2) 1 Od NAILS -
2x4 VERT. STUDS
® 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW) -
ROOF
SHEATHING
SIMPSON STRONG -TIE
"H2.5"
AT EA. END OF 2x4
PRE-ENG'RED SEE VERT. STUD
TRUSSES NOTE #4
NOTES: SEE
1. HURRICANE CONNECTORS REQ'D NOTE #4
AT 8'-0" O.C.
2. PROVIDE "H2.5" ROOF
AT EACH RAFTER END SHEATHING
3. PROVIDE 2x8 RIDGE BOARD
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES
AT LOCATIONS WHERE VALLEY FRAMING DOES
NOT BEAR ABOVE TRUSS
HAND FRAMED VALLEY DETAIL
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER
HORIZONTAL SPAN IS GREATER THAN 8'-0"
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
FINSTALL SIMPSON HTSM16 BOCC
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
PRE-ENGINEERED
ROOF TRUSS L
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 PROMNCETOWN LANE, PORT ST. LUCIE, FIL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH E[
FILE COPY
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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FIN
CORNER
CORNER \
FLASHING
TAPE
CORNER
FLASHING
TAPE
FLASHING
TAPE
SIDE
FLASI
TAPE
WINDOW TOP —
NAILING FIN
WINDOW BC
SILL FLASHING TAPE #1_1
SILL FLASHING TAPE #2
-NATER RESISTIVE BARRIER WATER RESITIVE
1. CUT THE WATER RESITIVE BARRIER (1C) I I
__,-1ST CUT I
I I I�TH CUT,
I I CUTI I FROM EACH TOP UP
CORNER AT A 450
I ANGLE TO ALLOW THE
WATER BARRIER TO
I I <-TYPI I BE LAPPED OVER THE
I 'I I I FIN AT THE HEAD OF
I �2ND>-�I 1 THE WINDOW.
SJU L- I
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 i" 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 (72" 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. I
I
I
I
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 1 2
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON I
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS O r�
SHOWN.
NOT'" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. , I
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)
SHEATHING
RAMING
I
EXTERIOR I
I 1
I I
I I
I I
I I
I I
I O I
I I
I I
I I
I I
I I
I I
L__ I
LLI'm
ROOF SHEATHING
TOE NAIL (2) 16d EACH SIDE
.�//�
2x4 BLKG. 0 48" O.C. —1 Z_ 2x4 BLKG. 0 48" O.C.
PRE-ENG. TRUSSES
(2) 16d COMMON NAILS AT ® 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
ROOF 12 CHORD BLKG. AT
SHEATHING PER 4'-0" O.C. REFER TO
ELEV. FRAMING PLAN
HURRICANE STRAP `
OF 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
GABLE END SECTION @ HIP ROOF Y—Y
PLYWOOD SHEATHING
OVER WOOD TRUSSES
TOE NAIL (2) 16d EACH SI:
2x4 TRUSS TOP CHORD —�
BLKG. @ 48' D.C.
PRE-ENG. TRUSSES
4' D.C. ff—
AT 2
2X4 45' CROSS BRACING
W/(2)16d NAILS AT EA.
TRUSS WEB MEMBER
2x4 45' CROSS BRACING SCHEDUL
SPAN BRACING RUT
GREATER THAN 20 FT. SPACED 4'-0' D.C.
10 FT. TO 20 FT. (3) PAIRS AT 1/4
LESS THAN 10 FT. POINTS (1) PAIR AT
MIDPOINT
2x4 TRUSS BOTTOM
CHORD BLKG, AT
4'-0' O.C. REFER
TO FRMG. PLAN —
(2) 16d
COMMONS TOE
NAILED EA. SIDE -
8x8 U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 BAR CONT.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FDN. PLAN —�
GABLE END SECTION X—X
I
ALCOA TRADITIONAL "F" CHANNEL W/
CEMENTITIOUS FINISH
5/8" CASEHARD "STUB" OR "T" NAILS
ON METAL LATH
® 10" O.C. IN CONC. BLOCK. OR WITH
8d NAILS 0 10" O.C. IN WOOD
PRE-ENGINEERED
ROOF TRUSS
BOND BREAK
L
2X2 NAILED TO EVERY
OTHER TRUSS TAIL W/
(2) LAYERS 15#
(2)-10d NAILS
FELT
u
r=1
CONCRETE "U"
BLOCK
TIE -BEAM TOP
COURSE
MEMBRANE BRIDGE
FLASHING
HORIZ. 2X2 NAILED TO
VERT. 2X2'S W/
(2)-10d
NAILS
ALUM. NAILS 0.12 DIA.
SEE PL N SHANK 3/8" DIA HEAD
FLASHING /CONTROL
1-1/2" LONG 0 6" O.C.
JOINT
ALUM. NAILS 0.12 DIA. SHANK
3/8" DIA HEAD 1-1/2" LONG -
LOA
(2) PER SOFFIT SEGMENT
SOFFIT
DETAIL
TRADITIONAL
ALUMINUM SOFFIT #V-1144TED
STUCCO FINISH ON
BLOCK
N.T.S.
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
m
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
SHINGLE SIDE VIEW
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE N.T.S.
15/32' CDX PLYWOOD SHEATHING
V— 2x4 BLKG. @ 48' O.C.
rK
GROUT SOLID AT
TOP OF CELL
SAWCUT APPROX. 4"W. X 24"H.
OPENING IN WALL
SAWCUT APPROX. 4"W. X 24"H.
OPENING IN WALL
25" MIN. LAP OF REBARS
(2) 16d COMMON NAILS AT
EA, 2X4 LADDER FRAMING
_ 2X4 STRONGBACK 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' O.C.
. 2X4 'T' OR 'L' STRONGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' O.C.
- SIMPSON HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' D.C. MAX)
16d COMMON
NAILS AT 6' O.C.
TO 2x6 P.T.
PLATE
CEMENTITIOUS FINISH OVER FRAME
CONSTRUCTIION
APPLIED 2 LAYERS OF AN APPROVED
WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP,
EXPANSION JOINT
AT CEMENTITIOUS
fxTiTNN IP.'. PLATE
CONT. W/ 1/2'x
8' ANCHOR BOLTS
@ 32' D.C.
0
Z m 3/4" DIA. X 6" DEEP HOLE FOR
�w #5 BAR SET IN EPDXY ADHESIVE
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TOP OF 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
� 3/4" DIA. X 6" DEEP HOLE FOR
w #5 BAR SET IN EPDXY ADHESIVE
ADDED REINF. FILLED
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-DRILLED HOLE TO BE CLEANED PRIdl7"ili COMPLIANCE
DISPENSING ADHESIVE STRE T fl (J(r`IE Cs`IiIVT Y
-REBAR DOWEL TO -EPDXY ADHESIVE TBEBCLEAN HAND FOIL FREE hocc
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 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITIOP
FILE COPY
MICHAEL C. ANDERSON
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FL. LIC. AR0017305
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AIR HANPLER DERAIL
Cooling
System Type:
Outdoor Model:
Indoor Model:
Tradename:
Outdoor Manufacturer:
Description:
AHRI Reference No.:
Capacity:
Efficiency:
Heating
System Type:
Model:
Tradename:
Manufacturer:
Description:
Capacity:
Efficiency:
HVAC PLAN
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Preferred Air Conditioning & Mechanical, Inc.
1643 Donna Road West Palm Beach, Florida 33409
P: 561.689-1093 / F: 561-478-0089
831 S Kings Higghwayy Fort Pierce, Florida
P: 772.878-7577 / F: 772-878-7510
CAC1817665
REVIEWED FOR
CODE COMPLIANCE
ST. LUCME, .�( 4-51A Y
ROOD
Air Source Heat Pump
CH14NB036*0**B*
FB4CNP042L
CARRIER AIR CONDITIONING
FILE COPY
CARRIER AIR CONDITIONINGFILE
Air Source Heat Pump
9162515
34,200
14.5 SEER
Air Source Heat Pump
CH14NB036*0**B*
CARRIER AIR CONDITIONING
CARRIER AIR CONDITIONING
Air Source Heat Pump
33,800
8.2 HSPF
SCALE 1/4" = 1'-0"
MICHAEL C. ANDERSON
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 O%
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE—RESIDENTiAL (6TH EDITION) FL. LIC. AR0017305
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PLAN DATE
ARCH: --/--/----
STRUCT: /--/----
CUSTOMER
RENAR HOMES
JOB NAME
BERMUDA 1674 B2
OPTION(S)
COMMNTY
/ LOT #
MORNINGSIDE/ LOT 116
CITY
FORT PIERCE
COUNTY
PORT ST LUCIE
BLDG
TYPE
GARAGE R
BLDG
#
JOB
77149
MASTER
WRMSBM1674B2
DATE
7/24/19
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A FLORIDA CORPORATION m ' ° `o
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http://www.a1truss.com w a C o y