HomeMy WebLinkAboutAPPROVED Construction Plans- 9772 Palm Breezes Dr Lot 105PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: LOT 98 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAVIS CC1261228
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING
ID
PRODUCT
MODEL #
MANUFACTURER
GLASS
TTC ENT ET
PRODUCT
DESIGN
APPROVAL
PRESSURES
3068
W/ SDLT.
EXTERIOR SWING DOOR
FIBER -CLASSIC
THERMA-TRU
3/16"" TEMPERED
HEAD: 1/4"X 3-3/4" TAPCONS SPACED 3"' FROM CORNERS, 3"" 6" FROM MULLION. JAMBS:
1/4 X 3-3/4rTAPCONS SPACED 3 FROM CORNERS, 14 O.C. MAX. SILL: 1/4 DIA. X 2-1/4,a
SMOOTH STAR
TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
FL2113.11
+40.0 - 40.0 PSF
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
FL9174.8
+39.2 -43.7 PSF
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
8068 S.G.D.
SLIDING GLASS DOOR
SERIES 420
MI WINDOWS AND DOORS
3/16" TEMPERED
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"
FL15332.9
+/- 5.2 PSF (MIN)
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
Q
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
185 SH
Mil WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
Q
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
Q
GLASS BLOCK
8"x8"x4" THICK
SEVES GLASS BLOCK, INC.
IMPACT GLASS
PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEAD
NOA 18-0725.05
+/- 75.0 PSF (MIN)
AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENT
Q
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
Q
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
15 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX,
FL179.2
+/- 60.0 PSF (MIN)
Q
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499,2
+/- 60.0 PSF (MIN)
30# ASPHALT
TAMCO BUILDING
30 FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE D LAPPED 2'", FASTENED WITH 1" ROUND
UNDERLAYMENT
SATURATED
ORGANINC FELT
PRODUCTS, INC,
« >>
PLASTIC CAP METAL CAP NAILS O NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS I THE FIELD OF
�
FL728.7
THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C.
TAMKO BUILDING
GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH
ASPHALT SHINGLES
CAMBRIDGE AR
PRODUCTS, INC.
<� >>
TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"
FL1 5.1
ABOVE BUTT EDGE, AO. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION
« >>
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
FL1201
MATERIALS
+/- 70.0 PSF (MIN)
HURRICANE SHUTTERS
"SAFETY EDGE"
TOWN & COUNTRY
METHOD OF ATTACHMENT: DIRECT MOUNT
STORM PANELS
INDUSTRIES INC.
'
« >>
ALL ANCHORS ARE 1/4'" DIA. TAPCONS (1-1/4" IN. EMBEDMENT)
FL 12856.2
+/-54.0 PSF (MIN)
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", 8.6" SPANS UP TO 9"-2", 47 PSF: 12.7" Q.C. SPANS UP TO 5', 7" SPANS UP TO
9%2", 54 PSF: 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9-2"
TABLE TABLE R301.2(1)
CLIMATIC AND ('PO('4RAPNIC r)IIW r:RITFRIA
GROUND
SNOW
LOAD
WIND DESIGN
SEISMIC
DESIGN f
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDSs
AIR
FREEZING
MEAN
ANNUAL
Speed
Topographic
Weathering'
Frost lineh
Termites
(mph)
effects (NA)
CATEGORY
depth
TEMPe
REQUIRED'
INDEX'
TEMP
N/A
See Fig. R301.2(4)
N/A
Negligible
NIA
Very
N/A
N/A
N/A
Heavy
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined
from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.
b. Reserved.
c. Termite infestation per Figure R301.2(6) is "very heavy."
d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site -specific basis in accordance
with Section R301.2.1.4.
e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code,
Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
I. Reserved.
g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood
Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the
panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended.
h. Reserved.
i. Reserved.
j. Reserved.
k. Reserved.
NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES
WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS
THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE
SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450.
NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE
REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE
FLAME SPREAD INDEX OF NOT MORE THAN 200 AND
COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2
AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE
THAN 450.
ATTIC VENTILATION CALCULATION:
VENTILATION REQUIRED:
ATTIC AREA = 2,353.3 SQ. FT.
VENTILATION AREA REQUIRED = 2.343.0 SQ. FT. / 150 (F.B.C. R806.2) = 15,62 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8" WIDE SOFFIT = 49.0'
SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 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 = 296.0 SQ, FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 SO. FT.
CONCLUSION:
VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
I have reviewed the above product approval
information and approved it.
Name:
Signature:
Certification Number:
Date:
WALL SECTIONS / NOTES
1101111
- • - a •
TYPE OF •
BUILDING • •
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF ,• LOAD:
SHUTTERS: YES X
LIVE LOAD:
PSF
LIVE ♦sir 1 PSF
S '
•1 •' 1 •
11
1 1 41 �. : I •'i
AREA OF OPENINGS
DESIGN
• .
ESSURE
1 to 19.9
` PSF
; 1 L-
1 TO `' •
•
•
SF
11 TO 499.9•
•
SF
500 AND ABOVE
AREA OF OPENINGS N
Q
DESIGN
PRESSURE
1 9
I
i PSF
1 TO •• •
PSF
11 TO 499.9
11 AND a:•
PSF
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL
C. ANDERSON
Aicha
Digitally
signed by
I
Michael
Anderson
enderDate:
2021.05.14
on
09:48:19
-04'00'
FL. LIC.
AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
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PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SOFT
GARAGE 387 SOFT
LANAI 148 SOFT
ENTRY 38 SOFT
TOTAL 2336 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
0
23'-0 3/8" 14'-11 5/8"
24"X24'X16" DEEP
CONC. FTG. W/ 3 #5
1'-O» EACH WAY
1 ■ r
�-J G L�
23'-8" I 14'-4„ 1
7'-0" 6'-10" 5-2" 4'-8"
rG
1 a"
O
C D I
3=-8"
00
LO
A
N in A 0 I ■
I _0
HB I L------------
I �
39m1 1 /2" 1'-8" 2, 6» N RECESS SLAB i
7 5/8" I _ — — — e 1 FOR S.G.D. i
■ — 0 I
I
co LAV LAV
RECESS SLAB
3 1 /2" FOR
® SHOWER I
7 5/8" 3' 1 1 /2" i t rn INDICATES C.M.U. CELL FILLED I
rn W/ CONCRETE AND (1) #5 VERT.
I ( I REBAR CONT. FROM FOOTING I
I °' We TO TIE BEAM (TYPICAL)
'�- II
I � (
■ I
I 9'-4 1 /8"
00 3 1/2"
W 10'-7 5/8"
I
LO i I
I II SINK W/ I
® I II DISP. I
0 i 0' — 0r PA
" I I I
I
■ 1 REFERENCE o I
i FINISH FLOOR I
i
0 ■ I
I I wOf
I
"coo "coo _o I 4" 2500 PSI CONC. SLAB W/ ( A
I
FIBER MESH, ON 6 MIL. POLY I 1
VAPOR BARRIER OVER TERMITE
I TREATED COMPACTED CLEAN
■ I FILL.
I I•
I I
I H 1 W.
® i 1 �
0 AC `r
■
® TUB/SHWR I L.T.
H1 ROUGH -IN WH
{ \�
o WC rE31 1 I 3'-3" 7'-11 7 f "
� LAV 1 I \\\
A/C CHASE I ,�
— — _- — — — — — —L UNDER SLAB
f I■ ■ i
I 2'-8" I I ( CC
ui
I I _ 0 I_ E,, I
1'-1 5�8" 2'-2 1 /2" I I i 000
I A I {LOD11W i D
I N I I
I I LG::)
ca I I HB--
0o I c0 I 1 `� I c0 I
A I SLOPE DOWN 1"
I i� F AT GAR. DOOR 00m I 0
�Of
■ ■ ■ ■ ■ ■ ■ ■
B A
3'-7" 5'-2" 3'-719
20" L 16'-O" L 20„
12'-4" 6'-4" 1 19'-40'
I
G
1
(n 6x6 - 1Ox10 WWF
CONC. 6x6 - 1Ox10 WWF w OR FIBER MESH
SLAB OR FIBER MESH Of CONC. 8"
it e-
< SLAB
VARIES
-_- 0 GRADE � . � � _ �- o
BADS I g'= BARS BADS
8" 1'-4'
2'_0»
A DETAIL g DETAIL C DETAIL
1 1 1
6x6 - 10x1O WWF
CONC. w OR FIBER MESH
SLAB > ¢ CONC. 1=_0== SLOPE
SLAB
0 "
o GRADE 2_ _®-- GRADE
0 2— 1 12' (MIN)
.-
BABA) S
S �- BELOW I I
D T��4
DETAIL F DETAIL
1 1
11
I
N 0
LO
CONC. 1-#5
SLAB FBAR00
4 8 i
G 1 DETAIL
1
5 1 /2" FRAME
7 5/8" ((BLOCK
CONC.
SLAB >
2-#5
8' 1'-4" BARS
J DETAIL - S.G.D.
1
1-#5
CONC. BAR
SLAB
H \ DETAIL
1
CONC. 2-#5
SLAB BAR
� 0
• 1
49, 4„
K DETAIL
1
CONC 8» 8„
SLAB CONC. \ RECCESS
=VARIES - SLAB AT WALL
--- _ GRADE
N SHOWER a
RECESS 2 # I
BADS
1
L DETAIL M DETAIL
1 1
0
NOTE: ALL FOOTINGS DESIGNED FOR
2,500 PSF SOIL BEARING CAPACITY
CONC.
A/C PAD
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 71'-0"
AE = 58'-9'
BD = 64'-6$
BF = 68'-6"
UIMLN51UN5 AKE
ROUNDED TO THE
CLOSEST INCH
FOUNDATION PLAN
1 /4» - 1'-0"
PIPE SLEEVE (DIA.
LARGER THAN PIPING
THRU FTG.)
3" MIN.
FTG. PER
DEPTH
3" MIN. 3" MIN. _ DETAIL
FOOTING &
REBAR
TRANSITION
PIPE THRU
PF FTG. DETAIL
1
3" V.T.R. JI�
s� I
1 s I A 3" V.T.R.
rrr� I 1
U)
CONC. w
ry
SLAB
�-
8»
H1 DETAIL
1
CONC.
SLAB
00
4' 8"1
%G1� DETAIL
1
j'L2" V.T.R.
I
I
I
I
I
I
r 1 I , \ 3» V.T.R. JIL
I
1 2„ 1
1 LAV I , 3,a 1 „
1 1 29, 12
I LAV 3" rir 3" V.T.R.I r�� I L.T.
„ I
I 2 rr 1 �r 1
I
� I
3„ i I
I W.C. ! 2»1 I
2» I I LA�
TUB 1 I I 1 3" 1
2"
SINK
�12" V.T.R.
I
I
I
I
I
I
3„ AJ 2»
WASHER
3"
CLEAN
OUT
2„ I W.C. I 3 3" MAIN
2"I I
SHWR. I
TO SEWER
2" I OR SEPTIC TANK
TUB/
SHWR. SCHEMATIC PLUMBING RISER
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichae Digitally
signed by
Michael
Anderson
ndersDate:
2021.05.14
In
09:48:41
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
� 1-24-21 �
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PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
14,104 CUBIC FEET
23'-0 3/8"
23'-8"
14'-2"
+7'-4"
HDR. HT.
R/S EGRESS
0 cn (- N _ __8'-0"CLG.
`) N I 8' CLG. i-Izzz- 8'-8" CLG.
r HB 11-1
I n I
9'-0" I '=j 13'-7 1 /2" I
R S
I
PROVIDE 2 (( )J U
VERIFY MA ��J/ I �cV� MASTER B.DIZOO(1
LOCA71ONS I NKNl
" H. 2X4 I s- COFFER I
I EWALL
%C)
(D li I
+6'-8" '-5' /2" 21- 42" H.
`� _ I
HDR. HT ■ 8' CLG WALL � 2'FTYP.
"
5 i� z �--=------
SH 1 Q on
1
in
L
+6'-8"
HDR. HT.
j� EGRESS ■
Q
+6'-8"
HDR. HT.
EGRESS
CTR.
I
(D
\ `0 +6'-8"
HDR.
`n HT.
0
CV
u
■
14'-11 5/8"
1' -4" C.B. COLS.- 1'-4'�1
TOP + 6'-8" A.F.F.
® P.C. HDR. ABV. - - - -
BOT. + 6'-8" A.F.F.--,,_'__<m
14'-4r,
LANAI j
8'-0" CLG. I
CONC. SLAB
0 $'-0" 3'-8" I
►� O I
14'-1 1 /4"
FAMILY ROOM
VAULTED CLG.
CV
iQ
10'-O"
uI 3, _ 0" 5'-0
0
9
3'-5'
5'-7"
11'-4„ I 4'-1 1 /4„
I I RAISED c---- --
2'-3 1 /2"
DEN/BEDROOM #4
�
I RAISED II BARTOP
BARTOP
VAULTED CLG.
I SINK W/ I
11 DISP.
■
o
I
LIVING 1201
CATHEDRAL CL j j KITCHEN �
I VAULTED CLG.
®
If
I o NO
CN
R/S
- -
I N I
8 -R%S
z rt-
I LO
�
5'1-7 3/4" 1 5'-4 1 /4"
BEDROOM #3
VAULTED CLG.
INrM71
a;
n
71
BEDROOM #2
8' CLG.
+6'-8" A
HDR. HT.
EGRESS
12'-4"
-
I 0')
I 2 -5„ BREAK ��S'I` D
I - and VAULTE CLG.
15'-15 1 /4" o Qo " 9'-6 1 /2„ +6'-8"
HDR.
5 11 HT.
N
DINING ROOM 1 8' CLc.
Cj
CATHEDRAL CLG. j 5 SH. W.
SHELF
NU_-ABV.
I 8,-0„ 0) CLG.
f8'
I D.
-
-
w 1
AC " I
om
M.T.
DRYER
L.T.
V.T.W.
Q 0�
2X400
KNEEWALL-
TOP +12'-11"
A. F. F.�
-FACE OF GABLE x ATTIC ACCESS
END TRUSS ABV.
GARAGE
BOX OUT BETWEEN 8' CLG.
TRUSSES A 3v.
GARAGE R OF
FACE OF
GABLE END
TRUSS
ABOVE
0
00
El rm-
20" 16'-0"
6'-4" 19'-4,r
38$-0"
T
❑113
COND
NOTE: INSTALL
SCREEN ENCLOSURE
AT LANAI W/ 16"
KICKPLATE, VERIFY
SCREEN DOOR
LOCATION
0
I
0
DOOR SCHEDULE
C
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 W/
64"X7"X2
19
05
1
EXT. DOOR
SIDE LIGHTS
6.2 S.F.
MUNTINS IN SDLTS.
96X80"
2
8068 S.G.D,
53.3 S.F.
.58
.25
1
EXT. DOOR
3
2868 SOLID CORE
1
GARAGE DOOR
4
2868
7
INT. DOOR
5
2068 POCKET
1
INT. DOOR
6
2468 POCKET
1
INT. DOOR
7
2668 BIFOLD
1
INT. DOOR
8
4068 BIPASS
3
INT. DOOR
9
2068 BIFOLD
2
INT. DOOR
10
16070 OVHD. DOOR
1
GARAGE DOOR
11
2868 POCKET
1
INT. DOOR
WINDOW SCHEDULE
C
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
52.125 X62 X52.125 R
A
35 SH
X55.017" LEG
.55
.22
1
MUNTINS
ELLIPSE
21.6 S.F.
B
25 SH
36"X62"
.49
.24
2
15.5 S.F.
C
4'W. X 3'-4"y
48"X40"
DEFAULT
DEFAULT
1
GLASS BLOCK
13.3 S.F.
52.125"X37.375"
D
33 SH
13.5 S. F.
55
.22
1
E
1 /2 33 SH
25.5"X37.375"
.54
.25
1
OBSC. TEMPERED
6.6 S.F.
F
35 SH
52.125"X62"
55
.22
1
22.4 S.F.
, sr , rr
3 -0 W. X 3 -6 H.
s, r, „ »
35.0 X42 X28.52 RX34
G
FIXED GLASS W/
LEG
47
.24
1
2'-10"H. LEGS
9.6 S.F.
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
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
1 /4„
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
Michae
Digitally signed
I by Michael
Anderson
Date:
Anders2021.05.14
09:48:55-04'00'
on
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SOFT
GARAGE 387 SOFT
LANAI 148 SOFT
ENTRY 38 SOFT
TOTAL 2336 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE =
14,104 CUBIC FEET A
SHEET
ERED
ROOFETRUSS -
CONCRETE "U" BLOCK
TIE -BEAM TOP COURS
HORIZ. 2X2 NAILED TO
VERT. 1X2'S W/ 12d X
3-1/4' NAIL
SOFFIT DETAIL
P.T. (2) 20 BUCK
- CONNECT TO
BLOCK W/ )(e" x 3"
TAPCONS (1 1/4"
MIN. EMBEDMENT
INTO BLOCK)
1'-2 7/8"
\ C,
Cr)
(D T
0
00
o �
1'-2 7/8" co
r 1'-2 7/8"
0
V
1'-2 7/8"
B 10'-0"
0
OVERHANG SEPARATIONS
ATTACHMENT PER MFRS. --�
RECOMMENDATIONS
1X2 NAILED TO TRUSS TAILS
z1/_W/ (2)-8d NAILS
ATTACHMENT PER MFRS.
:PAN RECOMMENDATIONS
STAPLES O 8' O.C. PER MFRS.
RECOMMENDATIONS
CONTINUOUS VENTED SOFFIT
PRECAST LINTEL AT TOP
BLOCK COURSE
TOP OF BLOCK WALL
REAR ELEVATION
2x4 VERT. AT EA. FACE OF
ARCH W/ (3) 10d NAILS AT
EA. END TOE NAILED W/(2) -
10d AT BUCK
2x4 SOLID BLOCKING (FULL
WIDTH OF WALL) BTWN.
PLYWD. ARCH FACES W/ (3)
10d NAILS THRU O.S.B. INTO
EA. 2x4
P.T. (2) 2X4 BUCK -
CONNECT TO BLOCK WI fie"
x 3" TAPCONS (1 1 /4 MIN
20 VERT. BRACES
EMBEDMENT INTO BLOCK)
1/2" CDX PLYWOOD PANEL
(BOTH SIDES) NAILED TO BUCK
W/ 8d NAILS AT 4" O.C.
-17
PROVIDE 3Se" x 3" TAPCON (1
2x4 SOLID BLOCKING (FULL
1/4" MIN. EMBEDMENT INTO
WIDTH OF WALL) BTWN. PLYWD.
BLOCK) AT EA. SIDE BUCK-(1)
ARCH FACES W/ (3) 10d NAILS
WITHIN 4" MIN. TAPCON OF
THRU O.S.B. INTO EA. 2x4
START OF ARCH
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH,
1" 3"
CONNECT W/ 8d NAILS
x
SECTION A - A
BUCK
CONTINUOUS
RIDGE HEIGHT
6"W. RAISED TRIM
(PROJ. 3/4")
TOP OF BLOCK _
1 /4" = 1'-of)
1/2" CDX PLYWOOD
A -A PANEL (BOTH SIDES)
NAILED TO BUCK W/
8d NAILS AT 4" O.C.
PRECAST LINTEL AT TOP
BLOCK COURSE
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
6"W. RAISED TRIM
(PROJ. 3/4")
TRUSS BRNG. @ ENTRY
+12'-11" A.F.F.
TOP OF WINDOW
AT 12'-6" A.F.F.
6'
TOP_OF SLAB
+0'-0" A.F.F-----------
(REF. ELEV.)
O
C
12
16
ti 1 OA TOP OF BLK.
..._ �. ____ ._.._ .._..._.._ — ..— .._._ ____. _._._ _.._ — ___.—..._._ _.._ — ._._—..._._. _.__ �. __._ ...� .____.._.._ ..-.. _.... �... ___...•_._ ._._ ____ ._._ — _._._ — _.. _... _.... — _... —.. — .—. _._.._ ..— _._.._.. — ._._._ — _.._ — ____ ._._ ._._ ._.._ +8'-0" A.F.F.
F--
00
{
Cfl d
X
TOP OF SLAB
+0'-0" A.F.F.
LEFT SIDE ELEVATON (REF. ELEV.)
TOP OF SLAB
(REF. ELEV.)
CONC OR MASONRY
DRYWALL BOARD
DOOR TRIM
DOOR FRAME FASTENED THROUGH BUCK
W/ 3-114" x 114' (MIN) TAPCONSr
WITH1 TAPCOV O
6' MI FROM EA. CORNER' AND
4 EQ. SPACED TAPCONS & EA. VERTICAL
LEG W/ MIN. EMBED OF 1518
'
HEAD/JAMB DETAIL
EXT DOOR
1x6 P.T. BUCK SET 1N
SEALANT AND SECURED W/
CASE HARD NAILS O 12" O.0 (MAX)
PERIMETER CAULKING
FLOOR COVERING —
-CEMENTIROUS FINISH
PERIMETER CAULKING
— DOOR TRIM
PERIMETER CAULK?.
CONCRETE SLAB
DOOR THRESHOLD SET
1N BED OF CAULK &
FASTENED TO SILL W/
3/16' DIAL TAPCONS
O 1B' O/C
SILL DETAIL
EXT DOOR
1 /4" = 1'-0"
1x3 OR 1x4 P.T. BUCK SET 1N
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COL NAILS AT 12' O/C
MAX
CONC OR MASONRY
jum'-DRYWALL BOARD
CAULKING
ALUMINUM FRAME
FASTEN 7HRU BUOY I
3/16`x3 9/4' TAPCO
SCREWS O 240//C
MAX IN PALLED
HOLES BY MANUFACT
PERIMETER CAULKING
CEMENRflOUS AN1SH
HEAD DETAIL
WINDOW
ALUMINUM FRAME
FASTEN 7HRU BUCK W/
3/16'0 1/4' TAPCON
SCREWS O 24" 0/C
MAX IN PREDRILLED
HOES BY MANUFACTURER
ALUMINUM FRAME
SECURE FRAME TO SILL
PERIMETER CAULKING
W17H SILICONE
CEMENi1R0U5 FlN1S14
CAULKING
CONC OR MASONRY
10 OR Ix4 P.T. BUCK SET IN
SEALANT AND NAILED
o : Oa
W/1-1/2' CASE HARDENED
COL NAILS AT 12' O/C
MAX
PRECAST OR POURED
SILL
PERIMETER CAULKING
DRYWALL BOARD
�— CAULKING
JAMB DETAIL
WINDOW
12
16
SILL DETAIL
WINDOW
I-
S
O
0
�a
6"W. RAISED STUCCO
FRIEZE TRIM (PROJ. 3/4")
F
SMOOTH STUCCO FINISH AT
FRONT DOOR
FRONT ELEVATION
1 /4" = 1'-0"
16"OVERHANG
TYPICAL UNLESS
OTHERWISE NOTED
TOP OF BLK.
— ——+8'-0" A.F.F.
ENTRY SECTION
RIGHT SIDE ELEVATION
STUCCO FINISH
PERIMEffR CAULKNG
COVC OR MASONRY
Ix4 OR ix6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
O, COIL NAILS AT 24' 0/C
ot3 MAX
DRYWALL BOARD
CAULKING
DOOR FRAME
FASTEN THRU BUCK W/
TAPCONS AT 24C 401jNMAX
IN PREOR1LLED HOLES
BY MANUFACTURER
JAMB/HEAD DETAIL
(SGD)
1 /4" = 1 `- 0"
_ TOP OF SLAB
+0'-0" A.F.F.
(REF. ELEV.)
NOTES:
1/4" = 1'-0" 1. WALL FENESTRATION PER FBCR 2017 703.4
2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS,
FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF
ROOFING CEMENT.
3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X
BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED
BUCKS - SEALANT TO BE SHERWIN WIWAMS CONFLEX OR EQUIVALENT.
FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW
WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2).
�DOR FRAME
ASTEN TG SILL W/
0 x 1' SCREWS
0 2'--O' 0/C
FLOOR COVERING
o
Oa®o °oO b t�
GOUT BED
CONCRETE SLAB
SILL DETAIL
(SGD)
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C.
ANDERSON
MichaeDigitally
signe
I
by Michael
Anderson
Anders
Date:
2021.05.14
on
09:49:13 -04'00
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
�- 1-24-21 ---_ .--�
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PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE
14,104 CUBIC FEET
SHEET
PROVIDE 2x4
BOTTOM CHORD
BLKG. AT 48" O.C.
SEE NOTE ¢#2
111
LIM
Id
P.C. LINTEL
BOTT.
o"
Ott Z)c.0 11UN A —A UIN �)Htt l Ab.1 SEE SECTION X—X ON SHEET A6.1
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 > 14-1 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
P.C. LINTEL
BOTT. 0
6'-8„
NOTE: TOP OF
BEARING AT
LANAI +8'-0"
A.F.F.
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF REBAR AT
F F BOTTOM OF LINTEL CAVITY
8F16-1B/1T
NOMINAL WIDTH J L QUANTITY OF
N❑MINAL HEIGHT REBAR AT TOP
4 "X" BRACING
TYP.
;OVIDE 2x4
)TTOM CHORD
KG. AT 48"
0. SEE NOTE ##2
TYPE DESIGNATION
CONNECTOR PER
ANCHOR SCHEDULE
2-2X4 TOP PLATE
W/ SIMPSON "SPH4"
AT EACH TOP PLATE
/ STUD CONN.
s
ern a: A.
..
a'
In
Z
in0
ZD
7-5/8'ACTUA
8' N❑MINAL WIDTH
KNEEWALL W/ 2X4' SPACED
16" O.C.
2 X 6 BETWEEN TRUSSES
UNDER FRAME WALL
SIMPSON "SPH4" AT
ALL BOT.
PLATE/STUD CONN.-
FRAMING PLAN
1 /4" = 1'-0"
#5 REBAR AT TOP
MIN, (1) REQ'D
1-1/2' CLEAR
IrIItIll
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
12
PER
ELEV.
PRECAST HEADER SCHEDULE
B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
208"
8F16-1 B
950 PLF
361 PLF
B-2
70"
8F8-1 B
1459 PLF
1272 PLF
B-3
42"
8F16-1B
6113 PLF
3547 PLF
B-4
68"
8RF14-1B
4567 PLF
1960 PLF
B-5
54"
8F16-18
6039 PLF
2507 PLF
B-6
70"
8F16-1 B
1459 PLF
1272 PLF
B-7
112"
8F16-1 B
1818 PLF
980 PLF
B-8
.64"
8F16-1B
5365 PLF
2290 PLF
B-9
90"
81716-1 B/2T
2661 PLF
1634 PLF
B-10
168"
8F16-1B/2T
1002 PLF
709 PLF
B-11
126"
8F16-1 B/2T
1533 PLF
1183 PLF
CONNECTOR PER
ANCHOR SCHEDULE
ROOF TRUSS OVER ENTRY
+13'-2"
STD. BRG. HT.
DBL. 2x4 TOP PLATE
PLACE 2 X 4 STUDS OVER
EACH TRUSS (2'-0" O.C.)
7/16" O.S.B.
8d @ 4" O.C. EDGES
6" O.C. FIELD
CONNECTOR PEA
FRAMING PLAN
P.T. 2X4 BOT.
PLATE W/ 1 /2" DIA.
A.B. @ 16" O.C. W/
2-3/4" MIN. EMBED.
& 2" SQ. WASHERS
KNEEWALL DETAIL
�--- 3-16d NAILS
2 X 4 VALLEY FRAMING
AT 16" O.C.
REFER TO TRUSS ENGINEERING
FOR CUPPED GARAGE TRUSS
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"
Q.G. VERT ® (2)2x4 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HI691. 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 OTHERIMSE
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichae I Digitally signec
by Michael
Ann d e rs Dat�e:rson
n 2021.05.14
09:49:26 -04'00
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
A 4
CTRICAL LOAD CALCULATION
2" RIGID O.H. SERVICE F.P.
3—#2/0 XHHW �\
4 S.F. AT 3 VA 6.2 kVA I 2 j0 SER CABLE
MALL APPLICANCE CIRCUITS 1500 VA EACH
3.0 kVA
NDRY CIRCUIT
1.5 kVA
IGE
12.0 kVA
ATER HEATER
3.0 kVA
iWASHER
1.5 kVA
'OSAL
1.5 kVA
ER
5.0 kVA
150
150
TOTAL
33.7 kVA
32 CKT
AMP
PANEL
C/B
;T 10 kVA AT 100%
10.00 kVA
AINDER AT 40%
9.48 kVA
AL OF OTHER LOAD
19.48 kVA
<VA OF AC AT 40%
4.00 kVA
31 CU THNN
2" CONDUIT
AL
23.48 kVA
180 VA DIVIDED BY 240 V 97.8 A a:
L SUB PANEL 30.0 A
NO. 4 CU-.- WIRE
AL 127.8 A TO COLD WATER
USE 150 AMP SERVICE PIPE IF CU PLUMB.
4'
UUAUH L I S.
PREWIRE
EXTENT OF AREA
FOR VINYL OR TILE
PER CONTRACT
ELECTRICAL PLAN
1 /4" = 1'-0"
METER
F NOT CU USE---"``
SUPPLEMENT GROUND NO. 4 CU. WIRE
TO 5/8" x 8'-0"
SCHEMATIC ELECTRICAL RISER GROUND ROD
ELECTRICAL NOTES
1. ALL BEDROOMS SHALL HAVE AFC€ 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
2014 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.
LEGEND
-0-
SURFACE MTD. CEILING FIXTURE
PENDANT FIXTURE
�Ql
RECESSED LIGHT
WALL MTD, BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
WALL MTD, VANITY LIGHT
�?
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
WALL MTD. SMOKE DETECTOR
CEILING MTD. SMOKE DETECTOR
®
CEILING MTD. CARBON MONOXIDE DETECTOR
CHIMES
CHIMES PUSH BUTTON
TELEPHONE JACK
TV
CABLE TELEVISION JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
220 V. RECEPTACLE
DEDICATED 220 V. OUTLET
Fill
110 V. JUNCTION BOX
—69—
SWITCH @ 42' A.F.F.
O--
RHEOSTAT SWITCH @ 42' A.F.F.
TP
U
TOUCH PAD FOR SECURITY SYSTEM
(@
CENTRAL VACUUM OUTLET LOCATION
L=
ELECTRICAL DISCONNECT
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C.
ANDERSON
Michae
Digitally
signed by
I
Michael
Anderson
Anders
Date:
2021.05.14
on
09:49:39
-04'00'
FL. LIC. AR0017305
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PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
14,104 CUBIC FEET
SHEET
15mo
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 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
ARCHITECTURAL FIBERGLASS SHINGLES OVER
15# FELT ON 'f19/32" CDX PLYWOOD SHEATHING
AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
•
HURR. STRAP ® EACH TRUSS
REFER TO CONNECTOR SCHED.
TYP. O.H.
R ROOF PLAN
TOP OF BLOCK
\ REFER TO EXT. ELEV.
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
---W-D W. HDR. HT.
Ir"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
(LOCATIONS PER FDTN. PLAN)
_0'-Off
Y TOP of SLAB
FINAL GRADE
y--
STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
7---l-CONC. FTG. PER
FOUNDATION PLAN
III III TYP. EXT. BLOCK WALL
2x6
P.T.
REINFORCED/FILLED
CONC. BLOCK CELL
1 /2" DIA L-BOLT
(8" LONG) W/ 2"
SQ. WASHER AT
32" O.C. MAX.
JAMB DETAIL
2x4 P.T. W/ CONC.
NAILS AT 12" O.C. -i
I
�I LINTEL
I I
I
2x4 STUDS 0 SPACING
11 PER PLANS
i
f VERTICAL FILLED CELL
i W/ 1-#5 BAR
i CONC. BLOCK WALL
f
(2)2x4 P.T. W/1/2" DIA.
COUNTERSUNK BOLTS
I CAD 24" O.C. VERT
I 2 1 /4" MIN EMBEDMENT
II WITH 2" SQUARE X 1/8"
THICK HURRICANE WASHEF
I
If
li
I I
L.----..-
EXTERIOR FRAME WALL TO
(2) 16d
@ 12" O.C.
TOP OF SLAB
CONC. BLOCK WALL CONNECTION
FASTEN GARAGE DOOR
TRACK STAYS TO PT BUCK
W/ 5/16" X 1-3/4" LAG
SCREWS 0 5" AFF, 36" AFF
72" AFF AND OPENING HT
FOR 8'-0" DOOR
FASTEN GARAGE DOOR
TRACK STAYS TO PT BUCK
2x6 P.T. W/ 5/16" X 1-3/4" LAG
SCREWS 0 5" AFF, 36" AFF
54 1 /2" AFF AND OPENING HT
FOR 16'-0" DOOR
- 2x6 P.T. FROM BOT.
OF HDR. TO CLG. LINE
• 1/2" DIA L-BOLT
(8" LONG) W/
2 SQ. WASHER
• GARAGE DOOR
OPENING
N
1 /2" DIA L-BOLT (8" LONG) W/
N 2" SO. WASHER AT 32" O.C. MAX.
(4) EA. SIDE OF OPNG.
ELEVATION
GARAGE DOOR DETAIL
a
2x6
P.T.
GROUT SOLID
TOP OF CELL
SAWCUT APPR
OPENING IN W
SAWCUT APPR
OPENING IN W,
25" MIN. LAP
U
0
n
�(2) 10d
0 6" O.C.
3 1 /4"
DETAIL AT
900 CORNER
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER 2020 FBCR.
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2020 FBCR.
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 VAPOR 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. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
10. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
1 /2„ 3/4f,
3/8f, 7/8'
ft/8' MIN. HOLE DEPTH
6"
7/8" 1 1 /8"
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RjOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
11. 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.
Z"" ^'" X 6" DEEP HOLE FOR
-T IN EPDXY ADHESIVE
BLOCK WALL
25" MIN. LAP OF REBARS
3,000 PSI CONCRETE FILLED CELL
W/ #5 BAR
SAWCUT 1 "W. OPENING IN WALL
FROM TOP TO BOTTOM FOR FULL
HEIGHT REBAR PLACEMENT INTO
CELL - FILL SOLID W. CONCRETE
SLAB
X 6" DEEP HOLE FOR
w #5 BAR SET IN EPDXY ADHESIVE
%D
ADDED REINF. FILLED
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
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP 11 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 11, 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
ROOF EDGE O I 4
I ,yi O I ROOF
EDGE
I (D I � RIDGE
1 I 2 2)O I
I I
I �\Q
�P (� Of�' I
OZONE 1-USE 8d RING SHANK NAILS 0 6" O.C.
(� ZONE 2-tUSE 8d RING SHANK NAILS ZONE 3-USE 8d RING SHANK NAILS
j 0 6 O.C. 04" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichae"I"'Ily
signed by
Michael
Anderson
n d e rs Date:
2021.05.14
n 09:49:52
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
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
8" X 8" X 16" —
CONCRETE LINTEL
BLOCK FILL WITH
CONCRETE AND
(1) #5 BAR
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
(4) 10d NAILS 12
°
6
PROVIDE 2X4 BLKG
@ 16" O.C. BEHIND
GABLE END TRUSS
P.T. 2X4 LEDGER BD.
W/ 1 /4" DIA. TAPCONS
(2-3/4" MIN.
EMBEDMENT) SPACED 2'-0»
16" O.C.
EL: 36" ABOVE
ADJACENT FLOOR
5x5xj" WELDED
FLANGE
N
17
1 "
' " " ff 9f
LO
M
3 0x1/4
STEEL PIPE
" TAPCON
TYP.4
x5xj" WELDED
LANGE
°
°
ROOF AT SLIDING
GLASS D❑❑R DETAIL-1 ST❑RY
CEMENTITIOUS COATING ON
LATH OVER 2 LAYERS 15# FELT
OVER 15/32" CDX PLYWOOD
OVER GABLE END TRUSS
GALV. METAL
FLASHING
2X4'S @ 16" O.C.
FIBERGLASS SHINGLES
OVER 15# FELT ON
7/16" OSB
(3) 10d NAILS
_TOP OF BLOCK
PER PLAN
LINTEL BLOCK TOP COURSE
FILLED W/ CONC. & 1-#5 B
z z
o
v� CD C-
TOP OF LOWER CL
BLOCK WALL - r- ----
#5 BAR DOWEL
W/ STD. 90- HOOK
�- 2X FASCIA
W/ DRIP EDGE
2X4'S @ 16" O.C.
1 /2" EXT. GYP. BD. —
FASTEN TO FRAMING W/
DRYWALL SCREWS AT 6"
O.C. MAX.
SIMPSON LU24
@ EACH JOIST/
LEDGER BD. CONN.
2x8 RIDGE BOARD
2x6 RAFTERS AT 24" O.C.
MAX. -TOE-NAIL TO RIDGE —
BD. W/ (2) 10d NAILS
— ROOF
2x4 VERT. STUDS SHEATHING
0 4'-0" O.C. (PLACE
1 f
ABOVE TRUSS BELOW)
SIMPSON STRONG -TIE
"H2.5"
AT EA. END OF 2x4
PRE-ENG'RED SEE VERT. STUD
TRUSSES NOTE #4
NOTES:
1. HURRICANE CONNECTORS REQ'D SEE
AT $'-0" O.C. NOTE #4 ROOF
2. PROVIDE "H2.5"
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
TOP OF HIGHER
BLOCK WALL
Al #5 BAR DOWEL
II W/ STD. 90' HOOK
I
ils CONC. BLOCK WALL
tr-
II "
II
BLOCK WALL HEIGHT
TRANSITION DETAIL
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER
HORIZONTAL SPAN IS GREATER THAN 8'-0"
PLYWOOD SHEATHING
OVER WOOD TRUSSES
CEMENTITI❑US FINISH
ON METAL LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
J❑INT
STUCCO FINISH ON
BLOCK
MEN
•�
ig
EXPANSI(
STRIP &
JAMB
HEAD LO
(ONLY)
STEEL, MASONRY
OR WOOD FRAMING
MORTAR JOINTS
1 /4" TO 3/8"
(TYPICAL)
PANEL
ANCHORS
8"X8"X4"
(NOMINAL SIZE)
GLASS BLOCK UNITS
PANEL ANCHORS &
REINFORCEMENT
EVERY OTHER
COURSE OR 16" O.C.
WHICHEVER IS LESS
ASPHALT EMULSION
THIN MORTAR
C11 I I (1r d T1(4A1
GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE)
MORTAR: TYPE "S" PER ASTM C 270.
REINFORCEMENT: LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT —WELDED CROSS WIRES AT 16" O.C.,
HOTT DIPPED GALVANIZED.
PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT
BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10
WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II.
EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE.
SEALANT: SILICONE TYPE.
co
GLASS BLOCK INSTALLATION
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.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichae
Digitally signed
by Michael
Anderson
n d e rs
Date:
2021.05.14
n
09:50:06-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
� 1-24-21 /
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PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
14,104 CUBIC FEET
CORNER
FLASHING
TAPE
CORNER -
FLASHING
TAPE
FLASHING
TAPE
SIDE -
FLASH I
TAPE
FIN
CORNER
SIDE
FLASHING
TAPE
WINDOW TOP
aft— NAILING
1. CUT THE WATER RESiT1VE BARRIER (1 C) ATER RESISTIVE BARRIER
W
I I
I 1-IST CUT * I
I �-- -I--- iI
I I I I�-4TH CUT,
I I i 3RD I 1 MAKE A 6" CUT UP
�CUTI FROM EACH TOP
CORNER AT A 450
i I ANGLE TO ALLOW THE
WATER BARRIER TO
/ ��45s�IYP j BE LAPPED OVER THE
I I I I FIN AT THE HEAD OF
I I /-<,-2ND->-` I I THE WINDOW.
1 - CUT10
- g1
L- - - - - - - - - - - - - - i
2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE
OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN
3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT
OVERHANGS 1" TO THE EXTERIOR.
NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP
EACH SIDE OF THE OPENING.
4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (Y2" 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
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 2
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN I
AS O
SHOWN. r"~1 1
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)
� ��nrvuivv
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TOE NAIL (2) 16d EArw
2x4 TRUSS TOP CHO
BLKG. ® 48" O.C.
PRE-ENG. TRUSSES
AT 24" O.C.
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0" O.C. REFER TO
FRMG. PLAN
(2) 16d
COMMONS TOE
NAILED EA. SIDE
2x4 45' CROSS BRACING
AT 4'-0" O.C.
W/(2)16d NAILS AT EA.
TRUSS WEB MEMBER
NAIL 2 X 4 BLKG TO
2 X 6 BLKG NTH 10d
CAD 8" O.C.
NAIL 2 X 6 BLKG TO
DBL TOP PLATE WITH
1Od @ 8" O.C.
SIMPSON "MSTAM24" AT 32" O.C. W/ 5-1/4" X 2 1/4"
TAPCONS IN MASONRY & 9-10d X 1 1/2" IN 2X6 STUD
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 @ VAULT
NOTE: * HOLD FACE OF GABLE END
TRUSS IN 3/4" BEYOND BLK.
FOR CEMENT111OUS FINISH
® 48" O.C.
5d COMMON NAILS AT
X4 LADDER FRAMING
- GABLE END TRUSS
15/32" PLYWOOD
SHEATHING OVER GABLE
END TRUSS FASTEN WITH
8d ® 6" O.C.
NAIL EACH TRUSS
BOTTOM CHORD
MEMBER TO 2 X 4
BLKG WITH (2) 10d
2 X 8 0 16" O.C. KNEE
WALL WITH SIMPSON SPH8
AT EACH STUD
SIMPSON HETA20
32" O.C.
"`-- EXPANSION JOINT AT
CEMENTITIOUS FINISH
2x6 P.T. PLATE
CONT. W/ 5/8" DIA.
ANCHOR BOLTS
0 32" O.C. OR W/1 /2"
DIA. ANCHOR BOLTS
0 24" O.C.
ROOF SHEATHING TOE NAIL (2) 16d EACH SIDE
2x4 BLKG. 0 48" O.C. 1� �- 2x4 BLKG. ® 48" O.C.
PRE-ENG. TRUSSES
(2) 16d COMMON NAILS AT 0 24" O.G.
EA. 2X4 LADDER FRAMING
� I r
GABLE END TRUSS 2x4 45' CROSS BRACING
AT TRUSS MID -PT. AND AT
AIR -INFILTRATION BARRIER 8'-0" O.C. (MAX.)
OVER EXT. SHEATHING (SEE
EXT. ELEV. FOR FINISH MAT'L.)
TRUSS SETBACK
PER FRMG. PLAN
2x4 TRUSS BOTTOM
12 CHORD BLKG. AT
ROOF
SHEATHING EPER LEV. 4'-0" O.C. REFER TO
FFRAMING PLAN
HURRICANE STRAP
0 EACH TRUSS PER � TOE 16dCOMMONS
EA. SlDE
FRMG. PLAN
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
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' D.C.
PRE-ENG, TRUSSES
AT 24' ❑,C.
2X4 45° CROSS BRACING
W/(2)16d NAILS AT EA,
TRUSS WEB MEMBER
2x4 45° CROSS BRACING SCHEDULE
SPAN BBRACING 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
MIDP❑INT
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0' D.C. REFER
TO FRMG. PLAN —
(2) 1601
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
0
15/32' CDX PLYWOOD SHEATHING
2x4 BLKG, @ 48' D.C.
(2) 1601 COMMON NAILS AT
EA. 2X4 LADDER FRAMING
_ 2X4 STR❑NGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF CONC, BLOCK
15/32' SHEATHING OVER GABLE
END TRUSS FASTEN WITH 8d
NAILS AT 6' ❑Z.
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' D.C. MAX)
16d COMMON
NAILS AT 6' O.C.
TO 2x6 P,T.
PLATE
CEMENTITI❑US FINISH OVER FRAME
C❑NSTRUCTII❑N
APPLIED 2 LAYERS OF AN APPROVED
WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP,
EXPANSION J❑INT
®
®
®
e
��A--TNN CEI�MENTITI❑US
2xI6IK PLATE
CONT, W/ 1/2'x
8' ANCHOR BOLTS
@ 32' ❑.C,
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION)
MICHAEL
C. ANDERSON
Micha
Digitally
signed by
Michael
el
Anderson
Ander
Date:
2021.05.14
son
09:51:50
-04'00'
FL. LIC.
AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
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PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
OPEN TO
FAMILY RM.
BEYOND
BAR TOP —,
mm
mS
:at
KITCHEN
FILLER
W3
24
W3
42
°
°
W2
42
°°
1 °°
1 HOOD
FILLER-' R N G
KIT. AT RNG.
BREAKFAST a ry
ROOM 00 <
I
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NOTES:
--�--
1. BATHROOM TOWEL BARS AT 54" A.F.F. M.C.
2. BOTTOM OF MEDICINE CABINETS AT
54" A.F.F. LAV
3. TOP OF BATHROOM SHOWER TILE ..
TO CEILING HT. O _
io Qo VB 27
4. SHOWER HEADS AT 6 -8 A.F.F. > I--
\- 30" 1 1=
RAD.
U
Q
OPEN
co
Li -
TO
1
O
HALL
C°
a-
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WALL M TD. LT.
W.C. SHWR.
FILLER
BATH 2
W3 24
30" ° ° W21
RAD. 42
`0
—_ 01
o �—
O
B18
KIT. AT SINK/DW
1121100
100=1141016%
3111
0�4
t INAT 01i -
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TILE MIRROR
M.CFILLER
LAV LAV
—j 0 ° ° °
cQ w o _
Ld I za
r� > 0
VB60
M . BATH VANITY
GREAT RM. WALL ELEVATION
20"
3/4" MICA TOP
ON SHIM SCREWED TO SECURE
1 X 4 TOP PLATE
BARTOP DETAIL
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL
C. ANDERSON
Micha
Digitally
signed by
Michael
el
Anderson
Ander
Date:
2021.05.14
son
09:52:55
-04 00
FL. LIC.
AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
LO
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NOTE: ALL DUCTWORK PENETRATING
GARAGE CEILING SHALL BE R-6
FIBERGLASS DUCT WORK.
DRYER VENT
THRU WALL
AC-1
EQUIPMENT SCHEDULE:
MFG.
CARRIER 3 TON
C.U.
CH14NBO360OG
A.H.U.
FB4CNF042
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
RETURN
C_P�'�"E \
SUPPLY DUCT
A.H. U,
DRMALL STAND
DETAILAIR HANDLER
HVAC PLAN
1 /4" — 1,-- 0"
LOW WXTAGE
0m
suvo
BEM PAO
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wm . f2m 3,14*s mvNmcum0m)
USTALLEV P&V Wa
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AW��q ACaW PMU
1R r 4 YAW
IV W-10411MIrIv
V" LUNT
AIR COOLED CONOENSING UNITSLAB &IOUNTED
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
Michae
Digitally
signed by
I
Michael
Anderson
Anders
Date:
2021.05.14
on
09:53:17
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-24-21
a)
W � �
q
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W W
W
Q
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._. J T-
� W LL �
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M CL
W
W
1—
PROJECT
NO. 17-015-105
DATE DRAWN 3-19-21
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
14,104 CUBIC FEET
SHEET