HomeMy WebLinkAboutLot 13 Rev2PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT / BLOCK * / PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: JEFF MOTTRAM
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING
ID
PRODUCT
MODEL #
MANUFACTURER
GLASS
ATTACHMENT METHOD
PRODUCT
DESIGN
APPROVAL
PRESSURES
HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
3068
EXTERIOR SWING DOOR
FIBER -CLASSIC
THERMA-TRU
3/16" TEMPERED
JAMBS: #10 X 2.1/2" WOOD SCREWS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL:1/4"
DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" 6" FROM
FL15225.5
SMOOTH STAR
& MULLION.
+/- 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:
c MAX SOED 6" FROM CORNERS, 17" IL : SPACED 6' FROM CORNERS, MAX.
MAX. SPACED 6" FROM CORNERS, IT'
FL15332.6
+/- 40.0 PSF (MIN)
A O
WINDOW
��
ALL S ARE 3/16" DIA. TAPCONS (1-14' MIN. EMBEDMENT)
ANCHORS 3RFROM CORNERS, HEAD4 ANCHORS, JAMBS: ANCHORS
SH 185
MI WINDOWS AND DOORS
1/8 ANNEALED
FL17499.2
+/- 60.0 PSF (MIN)
FIXED
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS
ARE #10O WOOD SCREW (1-3/8 MIN. EMBEDMENT). MASORY 3" FROM CORNERS,
GLASS
FIXED 185 _
MI WINDOWS AND DOORS
1 /8" ANNEALED
3 AT SILL.. WOOD ANCHORS: 3" FROM CORNERS, 16" O
FL15349.9
CNMAX.NCHORS:
+/- 55.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
WINDOW
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
Q
WINDOW
SH 185
MI WINDOWS AND DOORS
1 /8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS
Q
FIXED GLASS
FIXED 185
MI WINDOWS AND DOORS
1 /$" ANNEALED
ARE #10 WOOD SCREW (14/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS,
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX.
FL15349.9
+/- 55.0 PSF (MIN)
30# ASPHALT
TAMCO BUILDING
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND
UNDERLAYMENT
SATURATED
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.
TAMCO BUILDING
GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO
ASPHALT SHINGLES
HERITAGE
« >>
PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT
EDGE, APPROX. 1" &
FL7 8355.1
PRODUCTS INC.
13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
AMERICAN CONSTRUCTION
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
EXTERIOR SOFFIT
ALUMINUM SOFFIT
I MATERIALS
« >>
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
+/- 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)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN f
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS°
AIR
FREEZING
MEAN
ANNUAL
Speed'
Topographic
yyeathedrga
Frost lineb
Termitec
LOAD
(mph)
effectsk (NA)
CATEGORY
depth
TEMP
REQUIRED°
INDEX
TEMPT
N/A
See Fig. R301.2(4)
N/A
Negligible
N/A
very
N/A
N/A
N/A
Heavy
For St 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 building official.
f. Reserved.
g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood
Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the
panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended.
h. Reserved.
i. Reserved.
I. 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 SQ. FT. / 150 (F.B.C. R806.2) = 14.67 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 207.2'
SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33') = 275.6 SQ. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 275.6 SQ. FT. X 11.74 SO. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 22.47 SQ. FT.
CONCLUSION:
VENTILATION PROVIDED = 22.47 SQ. FT. > VENTILATION REQUIRED = 14.67 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
1 have reviewed the above product approval
Information and approved it.
Name:Ri,AFj
Signature:
Certification Number: A-& d) 73 �
Date: / %Z/zo
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 PARTIALLY ENCLOSED
ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH
NOMINAL DESIGN WIND SPEED:124 MPH
BUILDING CATEGORY: II
EXPOSURE:B
INTERNAL PRESSURE COEFFCIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN BUILDING HEIGHT: IF
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: LIVE LOAD: 20 PSF DEAD LOAD:10 PSF
BOTTOM CHORD: LIVE LOAD:10 PSF DEAD LOAD: 7 PSF
(NON -CONCURRENT)
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
500 AND ABOVE
20.6 PSF / -22.0 PSF
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
- 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
�N
FL. LIC. AR0017305
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PROJECT
NO. 17-015-013
DATE DRAWN 6-29-20
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
3" V.T.R. II�
I
.-I
I
ram.' i i I
j 2" W.C.
LAV
2"
j LAV
I
2" I
TUB
3"
2"
1 1 2"
I /
2" I I LOOP "
SINK
JII 3" V.T.R.
I JI 3" V.T.R.
I Il
I I
1 r.
I r.
2"
WASH 1
I
I 311 I I
W.C. � I
1 2" i
�TU
B 2"
LAV
3"
CLEAN
4" MAIN OUT
TO SEWER
OR SEPTIC TANK
SCHEMATIC PLUMBING RISER
13'-0"
25$-0"
36"X36"X16"
DEEP CONC. FTG.
W/ 3-#5 E.W. 2'-0" 3'-10" 4'-0" 4'-2" 3'-10" 7'-2"
-_m A
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L
I B I 1 I
w 1 a
� I G 0 00
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I I , ■
RECESS SLAB L I
_ 3 1 /2" FOR SH WR. I I
3'-8 1 /8" 3'_0" 3'-9 1/8" 7'-5 5/8"
I I0
IN
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o0 01 I J L RECESS N
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I 1 II 4" 2500 PSI CONC. SLAB W/
N I I FIBER MESH, AND/ON 6X6-10/10
■ I REFERENCE II WMM WITH MIN. 1" COVER ON 6 I ■
I FINISH FLOOR MIL. POLY VAPOR BARRIER OVER
�I I N II TERMITE CLEAN FITREATED COMPACTED
zo
00 II
■ ( " N 19'-4 3/8"
8 -4 3/4 _
I I■
I SINK I INDICATES C.M.U. CELL FILLED
W/ CONCRETE AND (1) #5 VERT.
DISP. I REBAR CONT. FROM FOOTING
i�
TO TIE BEAM (TYPICAL)
I 19'-2 3/8"
d-
■ I II it
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17-
A I
1 rr',�--CHASE FOR ELECTRIC 0----
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I 1 19'-4 3/8" I
I B I c I
Lo
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♦ A / ♦ I F AT GAR. DOOR
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to
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■ ■♦ -- --- ■ ■ N r ■ ■
0
I
0
co
c
COND
HB
0
1
in
I Lo �
1 �� C
(n 6x6 - 10x10 WWF
CONC. 6x6 - 10x10 WWF w OR FIBER MESH
SLAB OR FIBER MESH Q CONC. 8
> SLAB
--- GRADE � It* -- �-
1
��## 0 � 2_#5 2_#
I g" BARS
BADS BADS
8" 1'-4 '-4" 2'-0"
A DETAIL B DETAIL C DETAIL
1 ,
1
CONC. w
Of
SLAB
181-—
Hl DETAIL
1
CONC.
SLAB
loo
4" 8"
/'G—,"\ DETAIL
`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
CONC. w -
SLAB
o GRADE
2-# 1 12"(MIN)
BADS � BELOW
8"1'-4'
D DETAIL
1
ARIES
6x6 - 1Ox10 WWF
OR FIBER MESH
CONC. 1�_0" SLOPE
SLAB
_# x GRADE
BARS
F DETAIL
1
CONC. 1-#5
SLAB BAR
0
4" 8"
G DETAIL
1
5 1 2" FRAME
7 5/8" BLOCK w
CONC. > a
SLAB TT
M >
'2- #5
8' 1'-4" BARS
/J� DETAIL S.G.D.
1
1- #5
CONC. BAR
SLAB
4 8"� uj
uj
H \ DETAIL
1
CONC. 2-#5
SLAB -7 BAR
0
4" 4"
K DETAIL
1
CONC. 8" 8"
SLAB VARIES CONC. RECCESS
-_-- SLAB M AT WALL
----
--- ----77
_____ GRADE
c SHOWER
RECESS 2_# _
r� BARS `-
L DETAIL M DETAIL
1 1
PIPE SLEEVE (DIA.
LARGER THAN PIPING
THRU FTG.)
3" MIN.
FTG. PER
DEPTH
3" MIN. 3" M _ DETAIL
FOOTING &
REBAR
TRANSITION
PIPE THRU
PF FTG. DETAIL
1
FOUNDATION PLAN
4'-10" 3'-5" 6'-4" 20'-0" SCALE 1/4" = 1'-O"
38'-0"
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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PROJECT
NO. 17-015-013
DATE DRAWN 6-29-20
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
KIT. AT DINING RM.
NOTES:
1. WOOD STUD SPACING: (UNLESS
OTHERWISE NOTED ON PLANS)
-EXTERIOR FRAME WALLS AT 16" O.C.
-INTERIOR FRAME BRG. WALLS
AT 16" O.C.
-INTERIOR FRAME NON-BRG. WALLS
AT 24" O.C.
-KITCHEN CABINET WALLS AT 16" O.C.
2. FRAME WALLS ARE DRAWN 3 1 /2" WIDE
UNLESS OTHERWISE NOTED
3. CONC. BLOCK WALLS ARE DRAWN
7 5/8" WIDE UNLESS OTHERWISE NOTED
4. TOOL CONC. BLOCK JOINTS INSIDE
GARAGE WALLS (BRUSH & CLEAN)
5. DOOR & WINDOW ROUGH OPENINGS
SHALL BE PROVIDED BY BUILDER
6. TOP OF TYP. BEARING WALL +8'-0"
UNLESS OTHERWISE NOTED
7. HEIGHTS ARE MEASURED ABOVE
TOP OF FOYER SLAB
8. SEE STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION
RNG REF
KIT. AT RNG./REF.
OPEN TO
BEYOND
SINK
0
0 o0
SB27 SB 6 3" FILLER
DW
KIT. AT ISLAND
WALL MTD. LT.
MIRROR
■■■■M
■■■■I
IN all ■■■■I
MESON
1 I iiiii
WALL MTD. LT.
rMIRROR
M.C.
■■■1
■■■1
mmml
TILE
TILE
`I
d-
in
I
INITCDInD CI C\/ NInTE-0. In
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.
0
HB
TOP OF
BLOCK
+9'-4"
A.F.F.-
VENT
MICROWAVE
THRU
WALL
13'-O"
2'-4"
'-4n TOP OF BLOCK TOP OF BLOCK
12'- 0"
25'-0"
+9'-4" A.F.F.
+8'-On A.F.F.
O
O
6'-8"
6'-8"
HDR. HT.
HDR. HT.
— — — — — — — — — —
■
EGRESS
EGRESS
I
8'-0" CLG.
I2'-p"
r — — — 9'-0" CLG. —
— — — — -1
TYP. 18'-8 3/4"
<C8
I LANAI
I M.BR.
I
I ' 8-0" CLG.
I
■
I COFFER CLG.
I I
N
I
3'-0" g'-p"
5'-0" 3'-2 1 /2" 7'-
3'-4 1(2")
3/4"
I �
®
5
O
R/S
x
8'-0"
CLG.
5'- 0
R/S
5'- 0"
I
g'-p"
C°
CLG.
/ 8'-0" CLG. 5 SH
9'-4" CLG. r.
— 10'-4" CLG. TEMP. GL.9 ;;
00) + ENCL. ON 42" 15" 15"
I I H. WALL MIN. MIN.
17'-8 1 /2" r�
N O
�N
2'-0" I w n
FAMILY RM. 3 -1
TYP. n COFFER CLG. I 6'-3 1 /2" 12'-5 1 /4"
04
I Z 42" H. WALL
I r I rl -M
I o f O Lo Z '� 04
I I I r 8'-0" ,` r
i_ �
I 0 CLG. BR.3 I
0 8'-On CLG.
I I 6 .,
I 9'-11 1 /2"
2'-0" 3'-9 1 /8" �2'-5 1 /2" I
00
8'-On LG.
I
SINK ; ; 6'-9
I W/ I I I
DISP.I I 2X6 DRYER
WALL x VTR 50 00
EI b
�� I
ED
I I \ 5 1 /2' 6' 1 /2" u? 12'-5 1 /4"
n I
BR.2
N pW W I
CLG. 2' 0" 8'-0" CLG.
�� �
J 2 I ' O
rn o
KITCHEN ( ®,sH„
2
0
COFFER
CEILING
I
N
I
C�
-------
�
AHU
9'-4"
CLG.
6'-0"
F
9'-8 1 /2"
—
—
19'-0 1 /4"
2'-0"
I
27:
Ord
42"H. 1 /2
WALL
I I
.
C
ACC
I
FOYER
10'-4"
CLG.
zi�
I
0
GARAGE
I
20-0"
0
DINING
I I
0
8'-0" CLG. °'
ol
I
TYP.'
i
COFFER CLG.
■
I
%f)
I
I
I
E $'-5
_j
L-
16"0 FOAM
10'-4" CLG/
"
COLUMN W/
CLG. HT.
TOP OF BLOCK
—
18"W
PER DETAIL
9- 4" CLG.
I ARCH
10
A
A
SOFFIT
■ ■
B
A
g
8'-8"
"
HDR. HT.
B
HDR. HT.
TOP
OF BLOCK
OP
OF
BLOCK
„
8'-8"
+
'-4" A.F.
+8'-
" A.F.F.
HDR. HT.
3'-0"
1'
8" -2'-0"
16'-0"
3'-5" 4'-10" 3'-5" 6'-4" 20'-0"
38'-0"
0
■
■
N
of
■
4 pie
O
6'-8"
HDR. HT.
■ EGRESS
00
to
■
0
■
O
6 -8»
HDR. HT.
■ EGRESS
WH
AC
COND
■
■
HB
a
I
io
+9'-4" A.F.F.
(V
PROVIDE 5/8" DIA.
TAPCONS SPACED
6" O.C. FOR P.T.
2X4 TO BLOCK
WALL CONNECTIONS
LIVING RM. CONC.
BLOCK WALL
(2)2x8 BEAM W/ TOP OF ARCH
2x4 TOP PLATE
ACROSS ENTRY +8'-9" A.F.F. TOP OF ENTRY
TRUSS BRG. HT.
+11 -0 A.F.F. i
KNEE WALL ABV. BLK.
x
WALL W/ 1 /2" DIA. EXP.
ANCHOR W/ 6" MIN.
`r
20„
EMBEDMENT
RAD.
TOP OF BLOCK
1'-6"
3'-4"
1'-6"
o
+8'-0" A.F.F.
/I
I.'
NOTE: PROVIDE SIMPSON "SPH4"
2x4
BLKG. BTWN.
AT TOP OF KNEEWALLS AND
FACES OF SOFFIT
"LSTA24" FROM FACE OF HEADER
TO VERTICAL FRAMING
16"W. SOFFIT
Ax
AND
SIDE WALL
BOX
OUT
--
GARAGE CONE.
BLOCK WALL
12"0 RND.
FOAM COLUMN
ENTRY ARCH_ SOFFIT DETAIL
SOFFIT AND BOX OUT TO USE 2x4 BLOCKING WITH
FLOOR PLAN
SCALE 1 /4" = 1'-O"
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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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
RAISED +9'-2" A.F.F.
�6
HAVE TAPED WINDOW FLASHING — WINDOW 61
TRIM
TRIM (PROD. 3/4»)
SCORE LINES
WRAP BY WFM MANUFACTURING SEE DTAIL ON SHEET A6.2).
(
CEMENTITIOUS COATING ON
LATH
D0
16" OVERHANG
TYPICAL UNLESS
-- —�-----A—
— ----
-------------
OTHERWISE NOTED
— — TOP OF BLOCK
— —O
+9'-4" A.F.F. ------------------------- -----------------------------
--6"W.
RAISED TRIM-(PROJ. 3/4") —
— — — — — — — _ TOP OF BLOCK
+8'-0" A.F.F. C.J.
F 11
U I u���in 1 ■
cO 6"W. HALF RND.
FOAM TRIM
lx3 OR ix4 P.T. BUCK SET NV
SEALANT AND NAILED
WA-1/2' CASE HARDENED
COIL NAILS AT 12" 0/C
MAX
CONC OR MASONRY
DRYWALL BOARD
CAULKING
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16'x3 1/4' TAPCON
SCREWS O 24' 01C
MAX IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKNG
CEMEN71710US FINISH
HEAD DETAIL
WIND❑W
STUCCO FINISH
PERIMETER CAULKING
CONC OR MASONRY
1x4 OR 1x6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
J Oo O COIL NAILS AT 24' 0/C.
DRYWALL BOARD
CAUUONG
DOOR FRAME
FASTEN THRU BUCK W/
W/ 3-1/4' x 1/4' (MIN)
TAPCONS AT 24 O C MAX
IN PREDRILLED HOLES
BY MANUFAC7URER
_JAMB/HEAD DETAIL
(SGD)
E17
01
m7l
12"0 FOAM \--6"W. HALF RND. FOAM TRIM
1/2 COLUMNS W/ MATCH TRIM HT. AT LIVING RM. WINDOWS
3" HALF RND. TRIM RETURN TRIM
AT TOP/BOTTOM ALONG SIDE WALL
FRONT ELEVATION
REAR ELEVATION
SCALE 1 /4" = 1'—O"
SCALE 1 /4"
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16'x3 1/4' TAPCON
SCREWS O 24' O/C
MAX IN PREDR/LLED ALUMINUM FRAME
HOLES BY MANUFACTURER SECURE FRAME 70 SILL
PERIMETER CAULKING WITH SILICONE
CEMEN71770US FINISH �CAULK9VG
CONG OR MASONRY
fx3 OR ix4 P.T. BLICK SET IN
SEALANT AND NAILED p_ • : :Oopo 80 vQ° . v
W/1-1/2' CASE HARDENED
COIL NAILS AT 12' 0/C
MAX PRECAST OR POURED
SILL
PERIMETER CAULKING
DRYWALL BOARD
CAULKING
JAMB DETAIL SILL DETAIL
WIND❑W WIND❑W
DOOR FRAME
FASTEN TO SILL W/
16 x 1' SCRER5
O 2=0' O/C
FLOOR COVERING
.OQo $p 0�
GROUT BED
CONCRETE sw
SILL DETAIL
(SGD)
CEMENTITIOUS COATING ON BLOCK
00 20" SIDE WALL - FIE]
"I RETURN
Zo
TOP OF SLAB _
— -- +0'-0" A.F.F. --'—--------------------------------------------------- --- ---
LEFT ELEVATION
SCALE 1 /4" = 1'—O"
12
16
-- TOP OF BLOCK — ------ ----------(Al— ----
+8'-0" A.F.F.-------------------------------------- --
CEMENTITIOUS COATING ON BLOCK
20" SIDE WALL 00
RETURN
iD
TOP OF SLAB mk
-- +0'-0" A.F.F. ----------------------------------------------------------- ---
00
1'-2 7/8"
Lo
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Lo 1'-2 7/8"
O
�z 1'-2 7/8" j
� d
co 1'-2 7/8"
(, 12'— 4"
O O
OVERHANG SEPARATIONS
1 /4» - 1 P-Om
lx6 P.T. BUCK SET IN DOOR 7HRESI10LD SET
CONC OR MASONRY SEALANT AND SECURED W/ IN BED OF CAULK O
CASE HARD NAILS O 12' O.0 (MA4 FASTENED TO SILL W/
3116' DIA. TAPCONS
O 18' o/c
PERIMETER CAULKING
p0: FLOOR COVERING
DRrwAu BOARD 8 : Q o • .
DOOR 7Rl CEMENTTDOUS FINISH o p % o
METER CAUUONG
DOOR FRAME FASTENED THROUGH RUCK DOOR 7RIM
W/ 3--(1 4' x 1/4' (MIN) TAPCONA
6 MINI�TAPCON O PERMETER CAULKING
CORNOt AND F1
4 EQ SPACED TAPCONS ON EA. V977CAL CONCRE7E SLAB
LEG W/ MIN, EMBED OF 1 5/6"
HEAD/JAMB DETAIL
EXT DOOR
SILL DETAIL
EXT DOOR
GUNLKtIt U tiLUUK
TIE -BEAM TOP COURSE
HORIZ. 2X2 NAILED TO
VERT. 1 X2'S W/ 12d X
3-1/4- NAIL
SOFFIT DETAIL
RIGHT ELEVATION
P.T. (2) 2X4 BUCK -
CONNECT TO BLOCK W/ 3{e" x
3" TAPCONS (1 1/4' MIN. —
EMBEDMENT INTO BLOCK)
ATTACHMENT PER MFRS.
RECOMMENDATIONS
1X2 NAILED TO TRUSS TAILS
W/ (2)-8d NAILS
`ATTACHMENT PER MFRS.
:E PL N RECOMMENDATIONS
STAPLES CAD 8" O.C. PER MFRS.
RECOMMENDATIONS
CONTINUOUS VENTED SOFFIT
N.T.S.
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
2x4 SOLID BLOCKING (FULL
TOP OF BLOCK WALL
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/ We" x
3" TAPCONS (1 1/4 MIN.
"
15/32 CDX PLYWOOD PANEL
EMBEDMENT INTO BLOCK) --
(BOTH SIDES) NAILED TO BUCK
W/ 8d NAILS AT 4" O.C.
PROVIDE 3%' 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
MASONITE BUCK — SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
SECTION A- A
BUCK
B
CONTINUOUS
15/32' CDX PLYWOOD
PANEL (BOTH SIDES)
NAILED TO BUCK W/
8d NAILS AT 4" O.C.
CONTINUOUS CONC.
BLOCK LINTEL PER
PLAN
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
LINE OF RECTANGULAR
ROUGH OPENING
ARCH IN
MASONRY OPNG.
DETAIL
MICHAEL C. ANDERSON
MICHAEL C. ANDERSON, ARCHITECT OF RECORD 7
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) FL. LIC. AR0017305
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PROJECT
NO. 17-015-013
DATE DRAWN 6-29-20
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
i
SHEET
A 3mO
B-2 B-5 B-5
FRAMING NOTES:
1. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 L.L./17 D.L.)
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3• AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK
ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. 0 24"
O.C. VERT ® (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
NOTE: BRACE
WALL NTH 2X4
BLKG. AT BOT.
CHORD EACH
SIDE — PROVIDE
TAPCONS
SPACED 12" O.0
STAGGERED ON
LANAI SIDE &
HETA20 ON TOF
OF WALL
ANCHOR SCHEDULE
(SIMPSON STRONG —TIE PRODUCTS MODEL NUMBER)
31GNATION 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 > 14-1 Od 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
24-1 Od X 1 1 /2
TO STUDS
IMPSON MGT (IN FRAME WALL) < 3965 > 22-10d / 5/8" DIA. A.T.R.
IMPSON PHD5 (IN FRAME WALL) < 4685 > 14-1/4"X3" WD. SCREWS /
5/8" DIA. THRU—BOLT
'MPSON HTT16 (IN SLAB) < 4175 > 18-16d / 5/8" DIA. A.B. W/ 7" MIN.
EMBEDMENT / "SIMPSON SET" EPDXY
TIE ADHESIVE
(2) HETA20
_�
__:5]
PRECAST HEADER SCHEDULE
B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
208"
81716-1 B
950 PLF
361 PLF
B-2
160"
8F16-1 B/2T
1075 PLF
770 PLF
B-3
70"
8F16-1 B
4144 PLF
1930 PLF
8-4
112"
8F16-1 B
1818 PLF
980 PLF
B-5
54"
8F16-18
6039 PLF
2507 PLF
B-6
54"
8F8-1 B
2170 PLF
1660 PLF
8U8 8F8-1B 8F16-1B/1T
#5 REBAR AT TOP
MIN. (1) REQ'D
F- ''• 1-1/2' CLEAR
F = FILLED WITH GROUT / U = UNFILLED:..'
QUANTITY OF REBAR AT c~i =C.M.U.
BOTTOM OF LINTEL CAVITY a
8F16-1B/1T . GROUT
NOMINAL WIDTH J #5 REBAR AT BOTTOM
NOMINAL HEIGHT-] REBAR TATYTOP ., OF LINTEL CAVITY
L7-5/8'ACTU
TYPE DESIGNATI❑N
8' NOMINALL
WIDTH
FRAMING PLAN
SCALE 1 /4" = 1'—O"
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION)
Al
MICHAEL C. ANDERSON
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ram' .6 ' S� 1 "' V l\ `•-
FL. LIC. AR0017305
PLAN REVIEW REVI%c
MASTER PLAN REVI
I,*
4-7-20
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PROJECT
NO. 17-015-C
DATE DRAWN 6-29-2
DRAWN BY MCA
BERMUDA 16741
LIVING 1674 SC
GARAGE 385 SQ
LANAI 160 SQ
ENTRY 54 SQF
TOTAL 2280 SC
CUBIC VOLUME OF
CONDITIONED SPA
13,392 CUBIC FEET
SHEET
A 4m(
LEGEND
-0-
SURFACE MTD. CEILING FIXTURE
4-
PENDANT FIXTURE
/I j
RECESSED LIGHT
K�
WALL MTD. BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
Cho
I V
WALL MTD. VANITY LIGHT
®
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
[OO
WALL MTD. SMOKE DETECTOR
O
CEILING MTD. SMOKE DETECTOR
O'
CEILING MTD. CARBON MONOXIDE DETECTOR
-®-
CHIMES
CHIMES PUSH BUTTON
TELEPHONE JACK
TV
CABLE TELEVISION JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
QE
220 V. RECEPTACLE
®
DEDICATED 220 V. OUTLET
Q
110 V. JUNCTION BOX
-
SWITCH @ 42' A.F.F.
0-
RHEOSTAT SWITCH @ 42' A.F.F.
TP
U
TOUCH PAD FOR SECURITY SYSTEM
O
CENTRAL VACUUM OUTLET LOCATION
ELECTRICAL DISCONNECT
OUTLET
FOR
MICROWAVE
t,V/Ak,r1 L I J. - — - _ PREWIRE
PREWIRE - - —
0
ELECTRICAL NOTES
1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION
UNLESS NOTED OTHERWISE.
2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS
SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI
CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER
EQUIPMENT AS REQUIRED BY N.E.C.
5. IF NE BRANCH CIRCUITS ARE ADDED:
A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS
SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED
BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION
TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH
CIRCUIT (NEC 210.12 (B)).
B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE
REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN
2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES.
6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH
A MANNER THAT THE ACTUATION OF ONE ALARM WILL
ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF
SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED
WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND
UPON ACTIVATION OF ONE ALARM.
7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM
THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A
COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS
INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY.
WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING
SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT
PROTECTION.
NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
2017 F.B.C.
2" RIGID O.H. SERVICE F.P.L
ELECTRICAL LOAD CALCULATION
3-#2/0 XHHW
1674 S.F. AT 3 VA
5.0 kVA
2/0
SER CABLE
2 SMALL APPLICANCE CIRCUITS 1500 VA EACH
3.0 kVA
LAUNDRY CIRCUIT
1.5 kVA
RANGE
12.0 kVA
1 WATER HEATER
3.0 kVA
DISHWASHER
1.5 kVA
DISPOSAL
1.5 kVA
DRYER
5.0 kVA
150
150
c
SUBTOTAL
32.5 kVA
32 KT
AM P
PANEL
FIRST 10 kVA AT 100%
10.00 kVA
METER
REMAINDER AT 40%
9.00 kVA
TOTAL OF OTHER LOAD
10 kVA OF AC AT 40X
19.00 kVA
4.00 kVA
3#1 CU THNN
2" CONDUIT
TOTAL
23.00 kVA
23,000 VA DIVIDED BY 240 V
95.8 A
POOL SUB PANEL
30•0 A
NO. 4 CU. WIRE
TOTAL
125.8 A
TO COLD WATER
-
PIPE IF CU PLUMB.
USE 150 AMP SERVICE
EXTENT OF AREA
FOR VINYL OR TILE
----� PER CONTRACT
ELECTRICAL PLAN
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
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
ZLBUILDER REVISIONS
6-29-20
MASTER PLAN REVISION
4-7-20
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PROJECT
NO. 17-015-013
DATE DRAWN 6-29-20
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
5mO
12
PER
ELEV.
R-30 INSULATION
1/2" CLG. GYP. BD.-
8"x8" U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 REBAR CONT:
PRE-ENG'RED PRECAST LINTEL -
SEE SHEET A 4.0 FOR DETAILS
1 x4 P.T.-
PLOYCEL SEALANT -
P.T. WOOD BUCK -
ALUMINUM WINDOW (REFER TO
FLOOR PLAN FOR SCHEDULE) -
MARBLE SILL
1/2" DRYWALL ON 1 x2 P.T.
FURRING @ 16" O.C.
R-4.2 FOIL INSULATION W/
4 MIL VAPOR BARRIER -
WD. BASE -
4" MIN. CONC. SLAB
(2500 PSI) W/ FIBER
MESH OVER VAPOR
BARRIER OVER CLEAN
COMPACTED POISON FILL
CONNECTOR PER ANCHOR SCHEDULE
3/4" PLYWOOD SHEATHING
DECORATIVE CEMENTITIOUS COATING ON LATH
WNDW HDR HT
PER PLANS
ALUMINUM TRANSOM WINDOW
WITH FLANGE MOUNT. ATTACH
PER WINDOW MANUFACTURER
SPECIFICATIONS.
3/4" PLYWOOD SHEATHING
(2) 2 X 6 HEADER WITH
1/2" PLYWOOD SPACER
DOOR HDR HT
PER PLANS
5"
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 CAD EACH TRUSS
REFER TO CONNECTOR SCHED.
TYP. O.H.
R ROOF PLAN
REFER TO EXT. ELEV.
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
-,,6WDW. HDR. HT.
T PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
CEMENTTIOUS COATING OVER
8x8x16 CONC. BLOCK
1-#5 VERT. BAR TIED INTO
#5 BAR DOWEL W/ STD HOOK
AND RUNNING INTO LINTEL
' (LOCATIONS PER FDTN. PLAN)
I - 'TOP OF SLAB
I
FINAL GRADE
II STUCCO STOP AS REQ'D.
I 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
HEADEMDMXWLMSR
5x5xj" WELDED
%- FLANGE
3" 0 x 1 /4"
STEEL PIPE
J" TAPCON
TYP.4
TRANSOM WINDOW / DOOR SECTION (TYPP�
12
PER
�l CA/ FIBERGLASS SHINGLES OVER
SIMPSON LS30 CLIP
\
CLIP ANGLE
GIRDER TRUSS
SIMPSON LS30
CLIP ANGLE
R-30 INSULATION
USE 2X4
15# FELT ON 15/32" PLYWOOD SHEATHING
AND 2X HIP JACKS & RAFTER CONVENTIONAL
FRAMING AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
SIMPSON HETA20 HURRICANE STRAP OR EQUAL
(3)10d NAILS FACE
NAILED TO 2X RAFTER
TOP OF BLOCK
REFER TO EXT. ELEV.
COVENTIONAL FRAMING Q BAY
N.T.S.
4.
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L- - - - - -
EXTERIOR FRAME WALL TO
CONC. BLOCK WALL CONNECTION
LINTEL BLOCK TOP COURSE
FILLED W/ CONC. & 1-#5 BA
Z Z
O ~ J
(nc�a
Z w cr
TOP OF LOWER a = w
BLOCK WALL a
#5 BAR DOWEL
W/ STD. 90' HOOK
TOP OF HIGHER
BLOCK WALL
__-T_ _
#5 BAR DOWEL
W/ STD. 90' HOOK
CONC. BLOCK WALL
VERTICAL FILLED
CELL W/ 1-#5 BAR
BLOCK" WALL HEIGHT
TRANSITION DETAIL
STRUCTURAL NOTES:
#5 BAR DOWEL
W/ STD. 90' HOOK
TOP OF HIGHER
BLOCK WALL
__-T_ _
#5 BAR DOWEL
W/ STD. 90' HOOK
CONC. BLOCK WALL
VERTICAL FILLED
CELL W/ 1-#5 BAR
BLOCK" WALL HEIGHT
TRANSITION DETAIL
STRUCTURAL NOTES:
WOOD STRUCTURAL NOTES:
1.
WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
3 SEC. BURST PER FBCR 2017 (6TH EDITION).
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
2.
WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
THE 2017 FLORIDA BUILDING CODE.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
3.
ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN.
1" COVER ON 6 MIL POLY VAPOR BARRIER OVER
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
COMPACTED CLEAN FILL.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL SE
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.C. MAX.
SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
CDX PLYWOOD. WALL NAIL PATTERt TO BE 6" O.C.
RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94".
W/ 10d NAILS UNLESS OTHERWISE NDTED.
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
6. ALL STRUCTURAL LUMBER EXCLLDING PREENG. WD. TRUSSES)
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED.
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
7. STRUCTURAL HEADER SIZES SHOVN ON ROOF FRAMING PLAN
FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING
ARE TO BE #2 OR BETTER, SPECIES GROUP II
FIBER MESH CONCRETE.
8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
5.
CONCRETE MASONRY UNITS SHALL MEET ASTM C90.
9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
6.
MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI
AS PER DRAWINGS.
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
AS DEFINED IN ACI 53-99. f'm = 1500 psi
OF HURRICANE STRAP MUST BE EQLALLY HALF ON EA. ITEM.
11. NAIL PATTERNS:
8.
REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
-DOUBLE PLATE AT 12" OZ. OUTSIDE THE
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
SPLICE ZONE (SEE NOTE f4).
-DOUBLE STUD NAIL PATI=RN AT 12" O.C.
9.
OMIT
-DOUBLE HEADER NAIL P).TTERN AT 6" O.C. AT
UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
EA.10.
HE EDGE, S O.C. INTEFNALLY.
-HEADER TO STUD- 4" OC. EA. HEADER MEMBER
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
-STUD TO TOP OR BOTTOM PLATE- (2)16d END
ENCLOSED DETAILS.
NAILED OR (2)16d TOE NAILED EA. SIDE
11.
EPDXY ANCHOR ALTERNATE:
-ALL INTERIOR HEADERS '0 BE (2) 2x
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
WITH 1/2" FLITCH GLUED AND NAILED
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
WITH 16d AT 8" O.C. STAGGERED.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
12. ROOF SHEATHING TO BE MIN. 15/32" CDX
/" MIN. HOLE DEPTH
NAILED PER ROOF NAILING ATTERN
5 �8 » 7/8" 6"
DIAGRAM.PLWOOD
3 4 " 1 8"
�� "
7/8 1 1 /8
13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R&OVED
AND/OR MANUALY.
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
,
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS.
MIXED PER MFG. DIRECTIONS.
12.
MISSING DOWEL PLACEMENT:
16. ANCHOR BOLTS 8" LONG x 1/2' DIA. WITH A 2"
SQUARE X 1/8" THICK HURRICANE VASHER EMBEDDED 5"
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
UNLESS NOTED OTHERWISE.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
ALL PLANS, DETAILS, AND NOTES ON THESE
DRAWING ARE PROPRIETARY AND CANNOT BE
USED TRANSFERED OR OTHERWISE REPRODUCED
` L 5' WITHOUT THE APPROVAL OF RENAR HOMES
ROOF EDGE I d
i y�Q O O I O ROOF
I I EDGE
41
2 I 1 2 RIDGE O I
O1 0 10 I
I I 2 2 O I
OZONE 1-USE 8d RING SHANK NAILS 0 6" O.C.
O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS
® 6" O.C. ® 4" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
Al REIN FORCED/FILLED
CONC. BLOCK CELL
1/2' DIA L-BOLT
(8" LONG) W/ 2"
WASHER AT
i 32" O.C. MAX. 2x6 P.T.
JAMB DETAIL
,- - 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF
NAILS AT 12" O.C. HDR. TO CLG. LINE
I
i0
2x6 EQUAL EQUAL
P.T. N 1 /2" DIA L-BOLT
(8' LONG) W/ 2-
-------WASHER AT
32" O.C. MAX. -
N GARAGE DOOR
r�
OPENING
N
ELEVATION
GARAGE DOOR DETAIL
2x8 RIDGE BOARD
2x6 RAFTERS AT 24" O.C.
MAX. - TOE -NAIL TO RIDGE
BD. W/ (2) 10d NAILS
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. 10
2. PROVIDE "H2.5" ROOF
AT EACH RAFTER END SHEATHING
3. PROVIDE 2x8 RIDGE BOARD
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES
AT LOCATIONS WHERE VALLEY FRAMING DOES
NOT BEAR ABOVE TRUSS
HAND FRAMED VALLEY DETAIL
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER
HORIZONTAL SPAN IS GREATER THAN 8'-0"
INSTALL SIMPSON HTSM16
W/ (8) 10d NAILS TO TRUSS ATTACH
STRAP TO LINTEL W/ (4) 1 /4' x 2-1/4-
MIN TAPCONS VERIFY NUMBER OF TAPCONS
WITH CONNECTOR SCHEDULE
PRE-ENGINEERED
ROOF TRUSS L
8" X 8" X 16" -
CONCRETE LINTEL
BLOCK FILL WITH
CONCRETE AND
(1) #5 BAR
MICHAEL C. ANDERSON
2x6 -
• P.T.
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305 t �l
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) FL. LIC. AR0017305
MASTER PLAN REVISION
4-7-20
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PROJECT
NO. 17-015-013
DATE DRAWN 6-29-20
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 6mO
FIN
CORNER
CORNER
FLASHING
TAPE
CORNER
FLASHING
TAPE
TOP
FLASHING
TAPE
SIDE
FLASHIN
TAPE
SIDE
FLASH
TAPE
WINDOW TOP
NAILING
AIL` — — — - — \ �
WINDOW BOTTOM
SILL FLASHING TAPE #1
SILL FLASHING TAPE #2
ATER RESISTIVE BARRIER WATER RESITIVE BARRIER
1. CUT THE WATER RESITIVE BARRIER (1C) IN I
ST CUT I SHEATHING
--�T----(� FRAMING
I I I TH CUT, _
3RD I I MAKE A 6" CUT UP r -'---- _
I V_CUT I I FROM EACH TOP I EXTERIOR
I i CORNER AT A 450 I I
I I I I I ANGLE TO ALLOW THE I I
WATER BARRIER TO I I
I I ��TYPI I BE LAPPED OVER THE I
I I I I FIN AT THE HEAD OF I I
I I /•�2ND,• I I THE WINDOW. I I
I �- CUT 1 1 1
10 1 1 O 1
L------------� 1 I
I I
I I
2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE I I
OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN I I
3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE J
OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1 E) SO IT
OVERHANGS 1" TO THE EXTERIOR.
NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP
EACH SIDE OF THE OPENING.
4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (V FROM
EACH SIDE OF CORNER) OF) 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. _
lorwu
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW I 2
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON I
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS (2
SHOWN. r l I
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 1" I
I
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 1
4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES
OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL
CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE
COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE
BARRIER AT BOTH UPPER CORNERS OF THE WINDOW.
NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D)
I �
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L I
ROOF SHEATHING
2x4 BLKG. ® 48" O.C.
(2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
GABLE END TRUSS
AIR -INFILTRATION BARRIER
OVER EXT. SHEATHING (SEE
EXT. ELEV. FOR FINISH MAT'L.)
TRUSS SETBACK
PER FRMG. PLAN
ROOF 12
SHEATHING PER
ELEV.
HURRICANE STRAP /
® EACH TRUSS PER
FRMG. PLAN —�
TOE NAIL (2) 16d EACH SIDE
_ 2x4 BLKG. 0 48" O.C.
— PRE-ENG. TRUSSES
® 24" O.C.
2x4 45' CROSS BRACING
AT TRUSS MID -PT. AND AT
8'-0" O.C. (MAX.)
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
CEMENTITIOUS 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
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0" O.C. REFER TO
FRAMING PLAN
(2) 16d COMMONS
TOE NAILED EA. SIDE
PRE-ENGINEERED
ROOF TRUSS -
CONCRETE "U" BLOCK
TIE -BEAM TOP COURSE
HORIZ. 2X2 NAILED TO
VERT. 2X2'S W/ (2)-10d
NAILS
TOE NAIL <2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' D.C.
PRE-ENG. TRUSSES
AT 24' D.C.
2X4 45° CROSS BRACING
W/(2)16d NAILS AT EA,
TRUSS WEB MEMBER
2x4 45' CROSS BRACING SCHEDULE
SPAN BRACING REQ'D,
GREATER THAN 20 FT, SPACED 4'-0' 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' ❑,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
ALCOA TRADITIONAL "F" CHANNEL W/
5/8" CASEHARD "STUB" OR "T" NAILS
® 10" O.C. IN CONC. BLOCK. OR WITH
8d NAILS 0 10" O.C. IN WOOD
L 2X2 NAILED TO EVERY
OTHER TRUSS TAIL W/
L1 (2)-10d NAILS
P-1
`ALUM. NAILS 0.12 DIA.
SEE P�LN SHANK 3/8" DIA HEAD
1-1/2" LONG ® 6" O.C.
ALUM. NAILS 0.12 DIA. SHANK
3/8" DIA HEAD 1-1/2" LONG -
(2) PER SOFFIT SEGMENT
OA
SOFFIT DETAIL ALUMI UMRAL SOFFIITN#V-144 VENTED
N.T.S.
USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS
WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE
THROUGH THE WOOD DECK BY AT LEAST 1/8»
PLACE NAILS 6-1 /8" FROM BOTTOM EDGE OF EACH SHINGLE
AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE
ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
+ + + + + + + +
SHINGLE SIDE VIEW
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE
N.T.S.
GROUT SOLID
TOP OF CELL
SAWCUT APPR
OPENING IN W
SAWCUT APPR
OPENING IN W,
25" MIN. LAP
15/32' CDX PLYWOOD SHEATHING
v - 2x4 BLKG. @ 48' O.C.
/ I
<2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
2X4 STR❑NGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF C❑NC, BLOCK
15/32" SHEATHING OVER GABLE
END TRUSS FASTEN 1 WITH 8d
I
NAILS AT 6' D.C.
2X4 'T' OR 'L' STR❑NGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' D.C.
SIMPSON HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' O,C. MAX)
16d COMMON
NAILS AT 6' D.C.
TO 2x6 P.T.
PLATE
CEMENTITI❑US FINISH OVER FRAME
CONSTRUCTIION
APPLIED 2 LAYERS OF AN APPROVED
N
WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP.
EXPANSION J❑INT
AT CSgEMENTITIOUS
2 ,P:T. PLATE
CONT. W/ 1/2'x
8' ANCHOR BOLTS
@ 32' D.C.
w
"" ^'" X 6" DEEP HOLE FOR
=T IN EPDXY ADHESIVE
BLOCK WALL
25" MIN. LAP OF REBARS
3,000 PSI CONCRETE FILLED CELL
W/ #5 BAR
SAWCUT 1"W. OPENING IN WALL
FROM TOP TO BOTTOM FOR FULL
HEIGHT REBAR PLACEMENT INTO
CELL - FILL SOLID W. CONCRETE
SLAB
X 6" DEEP HOLE FOR
2 w #5 BAR SET IN EPDXY ADHESIVE
:o
ADDED REINF. FILLED
BLOCK CELL DETAIL
NOTES:
-DRILLED HOLE TO BE CLEANED PRIOR TO
DISPENSING ADHESIVE
-EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE
-REBAR DOWEL TO BE CLEAN AND OIL FREE
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
F� 120 l�r_
FL. LIC. AR0017305
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A 6ml
NOTE: ALL DUCTWORK PENETRATING
GARAGE CEILING SHALL BE R— 6
FIBERGLASS DUCT WORK.
AC-1
EQUIPMENT SCHEDULE:
MFG.
CARRIER 3 TON
C.U.
CH14NBO360OG
A.H.U.
FB4CNFO42
HEAT
05 KW
COOLING CAP.
35,600
HEAT CAP.
34,000
ELECT.
208-230-1
BRKR.
CU - 35 AHU - 30
REF. LINES
3/4 & 3/8
S.E.E.R.
14.00
HSPF
8.5
1------------ --I 6X6
I I I 56 CFM
I I I
( I I
I I
I I
I 18X18 I 1OX10 I 18 CFM
R/A L-------i118 CFM
1 4"
8"
6
18X18 _
R/A 4"
6X6 _.
I I 14 CFM VTR 6X6
I I 50 CFM 13 CFM
I 1
9„ I 4
12X12 1
I 1220 CFM I 12"
D1 8X8
I VTR 115 CFM -
® 50 CFM
I 1 6X6
1 10 CFM
y6m -
1 4»
1 1 9» 10X10
I I 14X14 R/A
R/A
SINK I
I 1
W/ I I 7» 8X8
DISP. I I 183 CFM
»
IDRYER 410"
10X10 I VTR
O I I ( 179 CFM 1 14" n_
II
DW I — -
00
I I W 6X6
48 CFM 12X12
R/A
o
8" 1
124X24
- - - - J RHF AHU WH
e7" 10"
r--22�X1147XCFM I I �-"
1 I I ACCt S
I
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A.H.U.
W
H VAC PLAN
a
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 EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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REVIEWED BY
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PLAN DATE
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RENAR HOMES
JOB NAME
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A FLORIDA CORPORATION
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Ph 772-409-1010 / Fax 772-409-1015
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http://www.altruss.com
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