HomeMy WebLinkAboutBuilding PlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: LOT 44, PHASE IIA, MORNINGSIDE COMMUNITY, FORT PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING
ID
PRODUCT
MODEL #
MANUFACTURER
GLASS
ATTACHMENT METHOD
PRODUCT
DESIGN
Weatheringa
Frost line b
Termite
LOAD
(mph)
effectsk (NA)
APPROVAL
PRESSURES
3068
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 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4"
TEMP I
N/A
W/ SDLT.
N/A
SMOOTH STAR
N/A
Very
TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
FL15225.5
+40.0 - 40.0 PSF
N/A
N/A
W
J
STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX
Heavy
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)
S.G.D.
SLIDING GLASS DOOR
420
MI WINDOWS AND DOORS
3/16" TEMPERED
HEAD: SPACED
CORNERS, S17 JAMBS: 6" FROM CORNERS, 17"8068
O.C. MASIL: SPACED 6'FROM CORNER,O .
FL15332.6
+/- 40.0 PSF (MIN)
O
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: ANCHORS, JAMBS:
_
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
4 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN).
O
WINDOW,,,SH
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS:
185
MI WINDOWS AND DOORS
1/8" ANNEALED
6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
`
ALL
0
WINDOW
SH 185
MI WINDOWS AND DOORS
�.
1/8 ANNEALED
ANCHORS 3R FROM CORNERS HEAD: ANCHORS, JAMBS:
FL17499.2
+/- 60.0 PSF (MIN)
O
GLASS BLOCK
PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA.
TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT
891x8"X4"
MULIA, INC.
NOA 18-0129.17
+/- 90.0 PSF (MIN)
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 4 ANCHORS
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
FL17499.2
+/- 60.0 PSF (MIN)
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
FL17499.2
+/- 60.0 PSF (MIN)
0# ASPHALT
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED
-
UNDERLAYMENT
ATURATED
TAMCO BUILDING
2", FASTENED WITH 1" ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS
FL12328.7
RGANINC FELT
PRODUCTS, INC.
« >>
ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A
=
MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C.
GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO
ASPHALT SHINGLES
CAMBRIDGE AR
TAMKO BUILDING
PRODUCTS, INC.
« >>
PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT
EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
FL18355.1
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION«
PROVIDE T -NAILS AT 12" O.C. IN F -CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
_
MATERIALS
»
+/- 70.0 PSF (MIN)
HURRICANE SHUTTERS
"SAFETY EDGE"
STORM
TOWN &COUNTRY
«»
ALL ANCHORS ARE 1/4" DIA.
33 PSF: 16'" O.C. SPANS UP TO 5', 9 9N S(PANS UP TO 9' 2ED 8 PSF: 15.8" O.C. SPANS UP TO 5',
FL12856.2
+/-54.0 PSF (MIN)
PANELS
INDUSTRIES, INC.
8.6 SPANS UP TO 9 -2 , 47 PSF: 12.7 O.C. SPANS UP TO 5, 7 SPANS UP TO g'-2",54 PSF:
11.1 O.C. SPANS UP TO 5',6.1" SPANS UP TO g'-2"
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGNf
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS'
AIR
FREEZING
MEAN
ANNUAL
SpeedsI
Topographic
Weatheringa
Frost line b
Termite
LOAD
(mph)
effectsk (NA)
CATEGORY
W � p N
ocfl
depth
L
TEMPe
REQUIRED"
INDEX'
TEMP I
N/A
See Fig. R301.2(4)
N/A
Negligible
N/A
Very
lY L0 0 Z
N/A
C\1 O
N/A
N/A
W
J
W
H
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.
f.Reserved.
g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood
Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the
panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended.
h. Reserved.
i. Reserved.
j. Reserved.
k. Reserved.
NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES
WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS
THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE
SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450.
NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE
REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE
FLAME SPREAD INDEX OF NOT MORE THAN 200 AND
COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2
AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE
THAN 450.
I have reviewed the above product approval
information and approved it.
Name:
Signature:
Certification Number:
Date:
DRAWING INDEX
CVR INDEX /PROJECT INFORMATION
A-1.0 FOUNDATION PLAN
A-2.0 FLOOR PLAN
A-3.0 BUILDING ELEVATIONS
A-4.0 ROOF / FRAMING PLAN
A-5.0 ELECTRICAL PLAN
A-6.0
WALL SECTIONS / NOTES
A-6.1
WALL SECTIONS / NOTES
A-6.2
WALL SECTIONS / NOTES
A-7.0
INTERIOR ELEVATIONS
A-8.0
HVAC PLAN
PROJECT & CODE DATA
*PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
TYPE OF CONSTRUCTION: CBS X FRAME
BUILDING DESIGN: ENCLOSED X OPEN
ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: II
EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN BUILDING HEIGHT: 15'
OVERHANG: 1.33 FT ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE)
SHUTTERS: YES X NO
IMPACT RESISTANT ASSEMBLY: YES NO X
PARTIALLY ENCLOSED
170 MPH
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
Micha
Digitally
signed by
N
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Michael
el
Anderson
Ander
Date:
2020.11.10
SOI,.,
08:34:50
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
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2020.11.10
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08:35:11
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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)
UK Jtt' IIL 1ANK
MICHAEL C.
ANDERSON
lichae
Digitally
signed by
Michael
Anderson
n d e rs
Date:
2020.11.10
n
08:35:11
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
SHEET
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DRYER
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NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE
NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE
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SEE SECTION/DETAIL SHEET A6.1
FOR ADD'L. INFORMATION
OPEN TO -
BELOW
1
0
P
2x4 KNEE WALL
W/ WD. CAP
(SLOPED TOP) -
1
A 1
LINE OF 7'
CLG. HT. -
(3)2x4 STUD
COLUMN AT
CORNER
2x4
2x4 BLKG.
®24" O.C. -
EDGE OF 2x4
CONC. BLK.
BELOW
TYP. STUD CORNER DTL.
SCALE: 3/4" = V-0"
/C
�r
6'-11'
NOTES:
1.
C.B. COLS. -ll -4"
SIZE
OTHERWISE NOTED ON PLANS)
U FACTOR
-EXTERIOR FRAME WALLS AT 16" O.C.
Q
TOP + 6'-8" A.F.F.
1
AT 16" O.C.
TRUSSES
-INTERIOR FRAME NON-BRG. WALLS
.05
AT 24" O.C.
MUNTINS IN SDLT.
EXT. DOOR
-KITCHEN CABINET WALLS AT 16" O.C.
2.
FRAME WALLS ARE DRAWN 3 1/2" WIDE
_ ■ P.C. HDR. ABV.- - ■
UNLESS OTHERWISE NOTED
3.
CONC. BLOCK WALLS ARE DRAWN
3
7 5/8" WIDE UNLESS OTHERWISE NOTED
BOT. + 6'-8" A.F.F.
�
I
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GARAGE WALLS (BRUSH & CLEAN)
5.
DOOR & WINDOW ROUGH OPENINGS
LANAI
SHALL BE PROVIDED BY BUILDER
6.
TOP OF TYP. BLOCK WALL +8'-0"
3
UNLESS OTHERWISE NOTED
8'-0" CLG.
HEIGHTS ARE MEASURED ABOVE
48"X40"
TOP OF FOYER SLAB
8.
I
CONC. SLAB I
ADDITIONAL INFORMATION
2068
13.3 S.F.
1
I
16'-8"
21'-49'
7
2668
35.375"X59.625"
4'-4"
8'-0" I
8'-10"
INT. DOOR
4'-2-
'-2"
2068 BIFOLD
I
+6'-8"+6'-8"
+6'-8'9
HDR. HT.�
+6'-8"
HDR. HT. O
B
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INT. DOOR
9
2468
HDR.
HT.
2
■
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12'
0 3/8"
"' 2X4'S AT 16'
I
I
DW
O.C. 29-0"
0
2,_0„KIT.
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VAULTED
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UNDER BM. (� �)2x4 UNDER
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I I DIST
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I1
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11'-1 1/2" 5 SH.
5 SH.
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(15) R ® P
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7.52" EA. '- /8 '- 8 ;;� 2'-11 1 /8' �I 4'-8 7/8"
4
/2" , „ I N
3 -11 ..
■
DINING
x
N
R/S
(2)R/S
18" SQ. COLUMN
6 DRTR - ---
- -
ABV. PLANT
TO CLG.
5 1/2SHELF
50 x- 0PLANT
r3p-6"
SHELF Uz
I ` '- 3/8" 3 1/2" D 9'-8"
of
TOP +8'-4" Qo
I I
4 "H.
(4)2x4
COLUMN
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12 11
2 P.T.
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10'-5 7/8"
9� 10"
■
2'-6 1/2"
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O
2X4'S AT 16"
"O.C.
8'-0" CLG.
■ ■
■ ■ ■ ■
■ NOTE: PROVIDE 5/8"
4'-8" 2'-0"
O -
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ON GARAGE CEILING
-
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12" SQ. BLK.
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00 W/ CONCRETE
TOP +8'-0"
9'-0" 8'-0"
11
11
■ ■■
■■
■
2'-6" 16'-0"
2'-6"
21'-0"
17'-0"
38'-0"
FIRST FLOOR PLAN
SCALE: 1/4" - 1'-0"
J
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0
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UNDER
GIRDER END
WASTE STACK
�TO SECOND
FLR. BATHRM.
DRYER
VENT ABV.
CLG.
6'-8"
-IDR. LO
HT.
NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE
NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE
COND.
00
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to
M
04
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C
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L
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11'-7 1/4"
(14)T ® 10" EA.
STAIR SECTION
SEE SECTION/DETAIL SHEET A6.1
FOR ADD'L. INFORMATION
OPEN TO -
BELOW
1
0
P
2x4 KNEE WALL
W/ WD. CAP
(SLOPED TOP) -
1
A 1
LINE OF 7'
CLG. HT. -
(3)2x4 STUD
COLUMN AT
CORNER
2x4
2x4 BLKG.
®24" O.C. -
EDGE OF 2x4
CONC. BLK.
BELOW
TYP. STUD CORNER DTL.
SCALE: 3/4" = V-0"
/C
�r
6'-11'
NOTES:
1.
WOOD STUD SPACING: (UNLESS
SIZE
OTHERWISE NOTED ON PLANS)
U FACTOR
-EXTERIOR FRAME WALLS AT 16" O.C.
Q
-INTERIOR FRAME BRG. WALLS
1
AT 16" O.C.
TRUSSES
-INTERIOR FRAME NON-BRG. WALLS
.05
AT 24" O.C.
MUNTINS IN SDLT.
EXT. DOOR
-KITCHEN CABINET WALLS AT 16" O.C.
2.
FRAME WALLS ARE DRAWN 3 1/2" WIDE
.69
UNLESS OTHERWISE NOTED
3.
CONC. BLOCK WALLS ARE DRAWN
3
7 5/8" WIDE UNLESS OTHERWISE NOTED
4.
TOOL CONC. BLOCK JOINTS INSIDE
�
GARAGE WALLS (BRUSH & CLEAN)
5.
DOOR & WINDOW ROUGH OPENINGS
2868
SHALL BE PROVIDED BY BUILDER
6.
TOP OF TYP. BLOCK WALL +8'-0"
3
UNLESS OTHERWISE NOTED
7.
HEIGHTS ARE MEASURED ABOVE
48"X40"
TOP OF FOYER SLAB
8.
SEE STRUCTURAL NOTES FOR
INT. DOOR
ADDITIONAL INFORMATION
12'-7 1/2"
COLUMN AT 6'-3 1/2" (3)2x4 STUD
CORNER \ +6'-8"OCOLUMN AT
HDR. HT. CORNER
04
N BRG. WALL. - FRAME WITH
2X4'S AT 6" O.C.
un
36"H. 2x4
KNEE WAL W/
DRYWALL AP
LVL BM.
ABV. LOFT
00 �' 7'-11 1/4" CLG.
N
129-409
0
TO
BRG. WAL - FRAME WITH
2X4'S AT 6" O.C.
,1 ,
4
V-4 1/2"
3'-1 1/2"
N L -0'
A/C
C3 CHASE
0
31" MIN. 0 5
-59-3 1/2"
00
N SH.
7'-11 1/8"
04
_ R/S
C� 10
70 10'-3 1/2"
BR.4
� 7'-11 1/4" CLG.
O
I
CV
22x54 ATTIC
ACCESS
6'-10"
10 M i ><
N-
6'-7 /2" M 10
nPO 0
\V BR.3
O 7'-11 1/4" CLG.
1
N
IBR.2] _
7'-11 1/4" CLG. LO (3)2x4 STUD
1 COLUMN AT
ao CORNER
EGRESS EGRESS
0
3'-10" +7'-3" +7'-3" 3'-10"
HDR. HT. HDR. HT.
20'-11"
SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
M
1
(0
N
O
+6'-811
HDR. HT.
EGRESS
LO
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER PLAN
INDICATES TOP OF
BLOCK ® 8'-0" AFF
INDICATES SECOND FLOOR
EXT. FRAME WALLS W/ 2X4'S
AT 16" O.C.
NOTE: ALL SECOND FLOOR EXTERIOR WALLS ARE 2X4'S AT
16" O.C. UNLESS NOTED OTHERWISE
NOTE: ALL SECOND FLOOR INTERIOR WALLS ARE 2X4'S AT
24" O.C. UNLESS NOTED OTHERWISE
DOOR SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 W/
12 SIDELIGHT
64"X7"
3.1 S.F.
19
.05
1
MUNTINS IN SDLT.
EXT. DOOR
2
6068 S.G.D.
72X
40.0 S.F.S
.69
.21
1
EXT. DOOR
3
2868 SOLID CORE
22.4 S.F.
�
�
1
GARAGE DOOR
4
2868
36"X62"
15.5 S.F.
.54
.25
3
INT. DOOR
5
2468
48"X40"
DEFAULT
DEFAULT
3
INT. DOOR
6
2068
13.3 S.F.
1
1
INT. DOOR
7
2668
35.375"X59.625"
54
3
INT. DOOR
8
2068 BIFOLD
14.6 S.F.
s
.25
1
INT. DOOR
9
2468
35.375"X59.625"
'"
2
INT. DOOR
10
4068 BIBASS
14.6 S.F.
^�
.25
3
INT. DOOR
11
16070 OVHD. DOOR
E
1
GARAGE DOOR
WINDOW SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
A
35 SH
52.125"X62"
22.4 S.F.
54
.25
1
MUNTINS
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52.125"X62"
54
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2
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48"X40"
DEFAULT
DEFAULT
1
GLASS BLOCK
13.3 S.F.
1
�
E
3050 SH (EGRESS)
35.375"X59.625"
54
(FRAME WALL)
14.6 S.F.
.25
2
MUNTINS
F
3050 SH (EGRESS)
35.375"X59.625"
54
W
~v
(FRAME WALL)
14.6 S.F.
^�
.25
2
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH FLORIDA BUILDING CODE 2017 WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
TOP OF SECOND FLOOR WALL TOP PLATE TO BE
+17-4" ABOVE TOP OF SLAB AND +9'-4" ABOVE TOP
OF CONC. BLOCK WALL TO ALIGN ROOF PLANE OF
KITCHEN/DINING SIDE WALL WITH SECOND FLOOR ROOF.
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
licha Digitally
signed by
I Michael
Anderson
n d e rs Date:
2020.1 1.10
n 08:35:30
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
SHEET
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FRONT ELEVATION 1/421 19-099
DOOR FRAME
FASTEN TO SILL W/
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E- FLOOR COVERING
10.
60° °°. ..
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SILL DETAIL
CEMENTITOUS COATING ON
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10 OR 1x4 P.T. BUCK SET IN
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MAX.
CONC. OR MASONRY
7��"-DRYWALL BOARD
CAULKING
ALUMINUM FRAME
FASTEN 7HRU BUCK W/
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CEMEN71710US FINISH
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WINDOW
ALUMINUM FRAME
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FASTEN THRU BUCK W/
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SCREWS 0 24' 0/C
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MAX. IN PREDRILLED
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SILL
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PERIMETER CAULKING
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RIGHT SIDE ELEVATION REAR ELEVATION
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RIDGE HEIGHT
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12
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MAX.
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OTHERWISE NOTED
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TOP OF PLATE
SCREWS 0 24' 0/C
+17'-4" A F.F.
MAX. IN PREDRILLED
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16
TOP OF PLATE
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TOP OF SECOND
_ _ FINISH FLOOR _ _ _ _ _ B _ _
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TOP OF BLK.
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I ON BLOCK �I o ENTRY
ro 3o BEYOND
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- LEFT SIDE ELEVATION
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CEMENTITOUS COATING
ON BLOCK
NOTE
TOP OF 2ND FLOOR WALL TOP PLATE TO BE
+17'-4" ABOVE TOP OF SLAB AMD +9'-4" ABOVE
TOP OF CONC. BLOCK WALL TO ALIGN ROOF PLANE OF
KITCHEN/DINING SIDE WALL WITH 2ND FLOOR ROOF.
1'-2 7/8"
rn
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F.
n
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)
GARAGE
BEYOND
MICHAEL C.
ANDERSON
lichae
Digitally
signed by
Michael
Anderson
n d e rs
Date:
2020.11.10
n
08:35:45
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
SHEET
A 3.0
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BACK FROM FACE
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NOTE: PROVIDE TRUSS
STRONGBACKS PER TRUSS
MANUFACTURER'S
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NOTE: OFFSET GABLE END
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NOTE: PROVIDE SIMPSON
"HETA20" AT 24" MAX. AT
GABLE END TRUSS TO
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ROOF FRAMING
SCALE:1 /4" = 1'-0"
16'
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16"
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25'-0"
SEE SECTION X—X ON SHT. A6.0
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< 1000 >
14-1 Od x 1
1/2
USE SIMPSON
MTS12 FOR ALL TRUSS
TO FRAME CONNECTIONS
co
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O <
I<
< 2900 >
00
1/2
208"
8F16-1B/1T
O
TO PLATES
B-7
70"
1
1451 PLF
24-1 Od X 1
X
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8F16-1 B/2T
—j O
TO STUDS
B-9
Y
1-N
1250 PLF
609 PLF
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2ND FLOOR PLUMBING
X 2 �
2X LEDGER AT TOP & BOT. OF 10
TRUSS - NAIL W/ (2)10d NAILS TO
TRUSS ENDS & STUDS
DESIGNATION
ANCHOR SCHEDULE
(SIMPSON STRONG -TIE PRODUCTS MODEL
MODEL # ALLOWABLE LOADS
NUMBER)
NAIL PATTERN
64"
SIMPSON
HETA20
< 1810 >
10-10d x 1
1/2
USE SIMPSON
HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS
(U.N.O.)
B-3
SIMPSON
MTS12
< 1000 >
14-1 Od x 1
1/2
USE SIMPSON
MTS12 FOR ALL TRUSS
TO FRAME CONNECTIONS
(U.N.O.)
04 \
SIMPSON
(2) HTS20
< 2900 >
24-1 Od X 1
1/2
208"
8F16-1B/1T
O
TO PLATES
B-7
70"
1
1451 PLF
24-1 Od X 1
1/2
126"
8F16-1 B/2T
1533 PLF
TO STUDS
B-9
2'-0" 16" HIGH GABLE END FLC
TRUSS -SEE "GABLE END
TRUSS CONN. DTL." ON S
N
0
I
N
0
N I
0
I
N
0
N
0
I
N
0
I
N
0
N
'i 0
x-16" HIGH GABLE END FLOOR
TRUSS—SEE GABLE END FLOOR _/
TRUSS CONN. DTL. SHEET A6.1
)VIDE "HETA20" AT EA. FLOOR TRUSS VERTICAL
LINTEL—VERIFY SPACING PER TRUSS ENGINEERI�
�I
HOLD END OF
FLOOR TRUSS 1 /2"
BACK FROM FACE
OF BLOCK WALL
(TYPICAL)
HOLD FACE OF
FLOOR TRUSS
1/2- BACK FROM
FACE OF BLOCK
WALL (TYPICAL)
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PRECAST HEADER SCHEDULE
g -X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
64"
8F16-1B/1T
5365 PLF
2290 PLF
B-2
54"
8F16-1B/1T
6113 PLF
Z)
B-3
80"
8RF14-1 B/1 T
3120 PLF
1651 PLF
B-4
70"
O
4360 PLF
2093 PLF
04 \
U
8F16-1B/1T
2661 PLF
—
<
208"
8F16-1B/1T
O
L`'
B-7
70"
1
1451 PLF
909 PLF
B-8
126"
8F16-1 B/2T
1533 PLF
1183 PLF
B-9
Y
8F16-1B/2T
1250 PLF
609 PLF
m
In
PER
rRUSS
MANL
FACTURERES
--
RECO
ENDATION
CV
1
�I
HOLD END OF
FLOOR TRUSS 1 /2"
BACK FROM FACE
OF BLOCK WALL
(TYPICAL)
HOLD FACE OF
FLOOR TRUSS
1/2- BACK FROM
FACE OF BLOCK
WALL (TYPICAL)
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z
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PRECAST HEADER SCHEDULE
g -X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
64"
8F16-1B/1T
5365 PLF
2290 PLF
B-2
54"
8F16-1B/1T
6113 PLF
2724 PLF
B-3
80"
8RF14-1 B/1 T
3120 PLF
1651 PLF
B-4
70"
8F16-1B/1T
4360 PLF
2093 PLF
B-5
90"
8F16-1B/1T
2661 PLF
1634 PLF
B-6
208"
8F16-1B/1T
950 PLF
404 PLF
B-7
70"
8F8-1B/1T
1451 PLF
909 PLF
B-8
126"
8F16-1 B/2T
1533 PLF
1183 PLF
B-9
184"
8F16-1B/2T
1250 PLF
609 PLF
ROOF- FRAMING PLAN
SCALE: 1/4" = 1'-0"
AT
1T
T.
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 0 (2)2x4 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0")
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS V-4" UNLESS NOTED OTHERWISE
QY �r.f•
• T •L_ u�
8U8 8F8 -1B 8F16-1B/1T
F = FILLED WITH GROUT / U = UNFILLED 5
QUANTITY OF REBAR AT v
i BOTTOM OF LINTEL CAVITYF ¢ %�
.,
OD
8F16-1B/1T 1Q ''°
,x
J -Z
L WIDTH L QUANTITY OF 1O
40MINAL HEIGHT REBAR AT TOP
7-5/8'ACTUA
TYPE DESIGNATION s' NOMINAL WIDTH
#5 REBAR AT TDP
MIN. (1) REQ'D
1-1/2' CLEAR
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER PLAN
INDICATES TOP OF
BLOCK ® 8'-0" AFF
INDICATES SECOND FLOOR
EXTERIOR FRAME WALLS W/ 2X4'S
AT 16" O.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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C.
ANDERSON
Micha
Digitally
signed by
N
O
Michael
el
Anderson
Ander
Date:
2020.11.10
S 0 n
08:35:59
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
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OUTLET FOF
MICROWAVE
ELECTRICAL LOAD CALCULATION
2074 S.F. AT 3 VA
2 SMALL APPLICANCE CIRCUITS 1500 VA EACH
LAUNDRY CIRCUIT
RANGE
1 WATER HEATER
DISHWASHER
DISPOSAL
DRYER
SUBTOTAL
FIRST 10 kVA AT 100%
REMAINDER AT 40%
TOTAL OF OTHER LOAD
10 kVA OF AC AT 40%
2" RIGID O.H. SERVICE F.P.
3—#2/0 XHHW
6.2 kVA
2/0 SER CABLE
3.0 kVA
4—
1.5 kVA
/Oj
12.0 kVA
K�
3.0 kVA
1.5 kVA
n
(�
1.5 kVA
®
5.0 kVA
150
33.7 kVA
32 CKT
EXTERIOR FLOODLIGHTS
PANEL
10.00 kVA
9.48 kVA
19.48 kVA
4.00 kVA
PREWIRE
FIRST FLOOR ELECTRICAL PLAN - -
SCALE: 1/4" = 1'-0"
150
AMP
C/B
METER
3#1 CU THNN
2" CONDUIT
NO. 4 CU. WIRE
TO COLD WATER
PIPE IF CU PLUMB.
IF NOT" CU USE''
--___�-w
SUPPLEMENT GROUND NO. 4 CU
TO 5/8"
SCHEMATIC ELECTRICAL RISER GROUND
. WIRE
x 8'-0"
ROD
TO
SWITCH
R17I (1W
SECOND FLOOR ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
LEGEND
-0'
SURFACE MTD, CEILING FIXTURE
4—
PENDANT FIXTURE
/Oj
RECESSED LIGHT
K�
WALL MTD, BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
n
(�
WALL MTD, VANITY LIGHT
®
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
BOO
WALL MTD. SMOKE DETECTOR
O
CEILING MTD. SMOKE DETECTOR
O
CEILING MTD. CARBON MONOXIDE DETECTOR
-K=
CHIMES
CHIMES PUSH BUTTON
TELEPHONE JACK
TV
CABLE TELEVISION JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V, GFI DUPLEX RECEPTACLE
220 V. RECEPTACLE
DEDICATED 220 V. OUTLET
110 V. JUNCTION BOX
-
SWITCH @ 42' A.F.F.
[]--
RHEOSTAT SWITCH @ 42' A.F.F.
TP
TOUCH PAD FOR SECURITY SYSTEM
O .
CENTRAL VACUUM OUTLET LOCATION
ELECTRICAL DISCONNECT
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.
NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
2010 F.B.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 2017 FLORIDA BUILDING CODE—RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
Digitally
Aicha
signed by
I Michael
Anderson
enderDate:
2020.11.10
on
08:36:14
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
CVD
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PROJECT
NO. 17-015-081
DATE DRAWN 9-7-20
SEAMIST 2215 B
st FLOOR LIV. 1330 SQFT
2nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 167 SQFT
ENTRY 27 SQFT
TOTAL 2846 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
5mO
HURRICANE STRAP
EA. TRUSS - REFER'
TO FRMG. PLAN \
CONNECT EA. TRUSS
BOTTOM CHORD W/(2)
16d MIN COMMONS
TOE -NAILED TO
TOP PLATE v IV
SIMPSON "SPH4" AT EACH
STUD TO TOP PLATE W/
12-1Od X 1 1/2" AT EA.
1/2" GYP. BD.
PROVIDE R-11 BATT
INSULATION AT ALL
WALLS ADJACENT TO
NON -AIR CONDITIONED
ROOMS
SIMPSON "SPH4" AT EA. --�
STUD TO SILL PLATE W/
12-1Od X 1 1/2" AT EA.
4 MIN. CONC. SLAB
(2500 PSI) W/ FIBER MESH
OVER VAPOR BARRIER -
OVER CLEAN COMPACTED
TERMITE TREATED FILL
PRE-ENGINEERED TRUSSES
INSULATION PER
PLAN @ 24" O.C.
1/2" GYP. BD.
DBL. 2x4 TOP PLATE
2x4 STUD WALL ® 16" O.C.
W/ MID -WALL BLOCKING
(WALLS OVER 10' HT.
PROVIDE BLKG AT 4'-0"
O.C. MAX.)
2x4 P.T. BOTTOM PLATE
W/ 1/2" DIA. EXP. BOLTS
W/ 2" WASHER AT
24" O.C. (MAX.)
2 3/4" MIN. EMBEDMENT
FOOTING PER I I! -III --I 1 1-I I
FOUNDATION PLAN I I I I I I I I r; l I I PIE II I (-
NOTE:
TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE
ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR
BEARING WALLS NOTED ON PLANS AS SUPPORTING
GRAVITY LOADS ONLY (NO UPLIFT LOADS).
INTERIOR BEARING WALL SECTION
12
\� PER ARCHITECTURAL FIBERGLASS SHINGLES OVER
ELEV. r- 15# FELT ON 15/32" CDX PLYWOOD SHEATHING
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' O.C.
PRE -ENG. TRUSSES
AT 24' Q.C.
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 0 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
AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
C,RHURR. STRAP ® EACH TRUSS
REFER TO CONNECTOR SCHED.
TROOF
YP. O.H. PLAN,_
E
P OF
CK
REO ER TO EXT. ELEV.
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
-jWDW. HDR. HT-.
T 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'-0" _
Y TOP OF SLAB
FINAL GRADE
.I I STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
CONC. FTG. PER
FOUNDATION PLAN
III TYP. EXT. BLOCK WALL
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
1
1
1
15/32' CDX PLYWOOD SHEATHING
I
I
LINTEL
I I
I
2x4 STUDS ® SPACING
11 PER PLANS
I
IVERTICAL FILLED CELL
W/ 1-#5 BAR
j (2) 16d
I CONC. BLOCK WALL 0 12" O.C. --��
I
(2)2x4 P.T. W/1/2" DIA.
COUNTERSUNK BOLTS
I 0 24" O.C. VERT
I 2 1/4" MIN EMBEDMENT
I I WITH 2" SQUARE X 1/8 -
THICK
/8"THICK HURRICANE WASHER
Ij
I I
!I
L--- --
EXTERIOR FRAME WALL TO
CONC. BLOCK WALL CONNECTION
2x4 BLKG. @ 48' O.C.
(2) 16d COMMON NAILS AT
EA, 2X4 LADDER FRAMING
- 2X4 STRONGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF CONC. BLOCK
15/32' SHEATHING OVER GABLE
END TRUSS FASTEN WITH 8d
NAILS AT 6' O.C.
2X4 'T' OR 'L' STRONGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' O.C.
-SIMPSON HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' O.C. MAX)
16d COMMON
NAILS AT 6' O.C.
TO 2x6 P.T.
PLATE `
CEMENTITIOUS FINISH OVER FRAME
CONSTRUCTIION
APPLIED 2 LAYERS OF AN APPROVED
WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP,
EXPANSION J❑INT
AT CEMENTITIOUS
ifxI9IR4, PLATE
CUNT. W/ 1/2'x _-
8' ANCHOR BOLTS
@ 32' O.C.
TOP OF SLAB
REINFORCED/FILLED
CONC. BLOCK CELL
1/2" DIA L -BOLT
(8" LONG) W/ 2"
WASHER AT
32" O.C. MAX. 2x6 P.T.
JAMB DETAIL
2x4 P.T. W/ CONC. r -2x6 P.T. FROM BOT. OF
IVHILJ HI IL VAI.
2X4 45° CROSS BRACING
HUM IU ULU. LINL
W/(2)16d
NAILS AT EA.
Ir- N
Ir -O CP
TRUSS
WEB MEMBER
2x4
45° CROSS BRACING
SCHEDULE
SPAN
!x6
BRACING REQ'D,
GREATER
THAN 20
FT. SPACED 4'-0' O.C.
10 FT.
TO 20 FT.
(3) PAIRS AT 1/4
LESS
THAN 10 FT.
POINTS (1) PAIR AT
P.1
MIDPOINT
'
w 0 Z
2x4 TRUSS BOTTOM
M
ti O
CHORD BLKG. AT
W
4'-0' O.C. REFER
TO FRMG. PLAN --
(2) 16d
COMMONS TOE
NAILED EA. SIDE -
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 0 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
AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
C,RHURR. STRAP ® EACH TRUSS
REFER TO CONNECTOR SCHED.
TROOF
YP. O.H. PLAN,_
E
P OF
CK
REO ER TO EXT. ELEV.
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
-jWDW. HDR. HT-.
T 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'-0" _
Y TOP OF SLAB
FINAL GRADE
.I I STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
CONC. FTG. PER
FOUNDATION PLAN
III TYP. EXT. BLOCK WALL
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
1
1
1
15/32' CDX PLYWOOD SHEATHING
I
I
LINTEL
I I
I
2x4 STUDS ® SPACING
11 PER PLANS
I
IVERTICAL FILLED CELL
W/ 1-#5 BAR
j (2) 16d
I CONC. BLOCK WALL 0 12" O.C. --��
I
(2)2x4 P.T. W/1/2" DIA.
COUNTERSUNK BOLTS
I 0 24" O.C. VERT
I 2 1/4" MIN EMBEDMENT
I I WITH 2" SQUARE X 1/8 -
THICK
/8"THICK HURRICANE WASHER
Ij
I I
!I
L--- --
EXTERIOR FRAME WALL TO
CONC. BLOCK WALL CONNECTION
2x4 BLKG. @ 48' O.C.
(2) 16d COMMON NAILS AT
EA, 2X4 LADDER FRAMING
- 2X4 STRONGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF CONC. BLOCK
15/32' SHEATHING OVER GABLE
END TRUSS FASTEN WITH 8d
NAILS AT 6' O.C.
2X4 'T' OR 'L' STRONGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' O.C.
-SIMPSON HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' O.C. MAX)
16d COMMON
NAILS AT 6' O.C.
TO 2x6 P.T.
PLATE `
CEMENTITIOUS FINISH OVER FRAME
CONSTRUCTIION
APPLIED 2 LAYERS OF AN APPROVED
WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP,
EXPANSION J❑INT
AT CEMENTITIOUS
ifxI9IR4, PLATE
CUNT. W/ 1/2'x _-
8' ANCHOR BOLTS
@ 32' O.C.
TOP OF SLAB
REINFORCED/FILLED
CONC. BLOCK CELL
1/2" DIA L -BOLT
(8" LONG) W/ 2"
WASHER AT
32" O.C. MAX. 2x6 P.T.
JAMB DETAIL
2x4 P.T. W/ CONC. r -2x6 P.T. FROM BOT. OF
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'
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M
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GARAGE DOOR
OPENING
OLN
ELEVATION
GARAGE DOOR DETAIL
�(2) 1 O
0 6" O.C.
3 1 /4"
DETAIL AT
90° CORNER'
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER ASCE 7-10/ 2014 FBC.
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2014 FLORIDA BUILDING CODE.
3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
4" THICK WITH FIBER MESH AND/OR 6 X 6-10 10 W.W.M. W/ MIN.
1" COVER ON 6 MIL POLY 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. OMIT
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
11. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
1/2- /4MIN. HOLE DEPTH
3 "
5/891 7/8" 6»
7"
3/4" 1
19
7/8" 1 1/8" 8„
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R�MOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
12. MISSING DOWEL PLACEMENT:
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
a ROOF EDGEROOF
20 I d
EDGE
I I 4' O 1 :d -
OI O lO RIDGE 1
I I 2 2 20 I 4-
I
0 1 0
-- �� -- --- - --I
1
OZONE 1 -USE 8d NAILS ® 6" O.C.
O ZONE 2 -USE 8d NAILS O ZONE 3 -USE 8D NAILS
6" O.C. ® 4" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
TOE NAIL (2) 16d EACH SIDE
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLO
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED AT 6" O.C. MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED.
7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN
ARE TO BE #2 OR BETTER, SPECIES GROUP II
8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
AS PER DRAWINGS.
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM.
11. NAIL PATTERNS:
-DOUBLE PLATE AT 12" O.C. OUTSIDE THE
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12" O.C.
-DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
EA. EDGE, 12" O.C. INTERNALLY.
-HEADER TO STUD- 4" O.C. 'EA. HEADER MEMBER
-STUD TO TOP OR BOTTOM PLATE- (2)16d END
NAILED OR (2)16d TOE NAILED EA. SIDE
-ALL INTERIOR HEADERS TO BE (2) 2x
WITH 1/2" FLITCH GLUED AND NAILED
WITH 16d AT 8" O.C. STAGGERED.
12. ROOF SHEATHING TO BE MIN. 15/32" CDX
PLWOOD NAILED PER ROOF NAILING PATTERN
DIAGRAM.
13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN
AND/OR MANUALY.
14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS.
16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2"
SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5"
UNLESS NOTED OTHERWISE.
17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2- MIN. EXTERIOR
GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED
ALL _PLANS, DETAILS, AND NOTES ON THESE
DRAWING ARE PROPRIETARY AND CANNOT BE
USED, TRANSFERED, OR OTHERWISE REPRODUCED
WITHOUT THE APPROVAL OF RENAR HOMES
SHEATHING PER PLAN
2x4 TRUSS TOP CHORD
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. NAIL 2 X 4 BLKG TO
W/(2)16d NAILS AT EA. 2 X 6 BLKG WITH 10d
®8" O.C.
TRUSS WEB MEMBER
NAIL 2 X 6 BLKG TO
DBL TOP PLATE WITH
1 O 0 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 HOLD FACE OF GABLE END
TRUSS IN 3/4" BEYOND BLK. TRUSS OUT 1/4" BEYOND BLK.
FOR CEMENTITIOUS FINISH FOR SIDING FINISH
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)
2x4 BLKG. @ 48" O.C.
_ (2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
- GABLE END TRUSS
7/16" OSB SHEATHING
OVER GABLE END
TRUSS FASTEN WITH
8d ® 6" O.C.
NAIL EACH TRUSS
VERTICLE WEB MEMBER
TO 2X4BLKG NTH
(2) 1 O
2X6®16"O.C.KNEE
WALL WITH SIMPSON SPH6
AT EACH STUD
SIMPSON HETA20 0
EACH VERT TRUSS
WEB (24" O.C. MAX)
- 16d COMMON NAILS
AT 6" O.C. TO
2x6 P.T. PLATE
- EXPANSION JOINT AT
CEMEN1111OUS 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.
MICHAEL C. ANDERSON
Digitally
licha
signed by
IMichael
Anderson
n d e rs Date:11
00. 1 .0
n 08:36:28
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
SHEET
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USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS
WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE
THROUGH THE WOOD DECK BY AT LEAST 1/8"
PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE
AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE
ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE
1" 1'-0" 1'-0" 1"
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + +
+ + + + + + + +
CORNER
FLASHING
TAPE
CORNER
FLASHING
TAPE
SHINGLE SIDE VIEW L -I --
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE
TOP-/
FLASHING
TAPE
. SIDE �
FLASHIN
TAPE
FIN
CORNER
N.T.S.
WINDOW TOP — —
NAILING FIN
SPH4 (TOP —
PLATE TO STUD
CONNECTOR) TYP.
2x CONT. STAGGERED
MID -WALL BLOCKING
(WALLS OVER 10' HT
PROVIDE BLOCKING
4'-0" O.C. MAX.
SIDE
CHECKRAIL
FLASHING
TAPE • — • — -
WINDOW BOTTOM
SILL FLASHING TAPE #1
SILL FLASHING TAPE #2
WATER RESISTIVE BARRIER WATER RESITIVE BA4(11A11.1.1
1. CUT THE WATER RESITIVE BARRIER (1C) 1 ! I
_ _ T T CUT ,� !
TH CUT,
1 I I 3RD I I MAKE A 6" CUT UP I _
I ICUT I I FROM EACH TOP I EXTERIOR
1 i I I CORNER AT A 450 I I
I ANGLE TO ALLOW THE
I 1 450 1 WATER BARRIER TO I
I 1 J`<-TYP I I BE LAPPED OVER THE I
I 1 I I FIN AT THE HEAD OF I 1
1 �2ND�• I I THE .WINDOW. I I
I�CUT_�, I I
,.:..
,_,
--------------I I I
I 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 1
OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT
OVERHANGS 1" TO THE EXTERIOR. 3
NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP 6'
EACH SIDE OF THE OPENING. t /1'
y"
4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (V FROM i »
EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE
IT TO THE WATER RESISTIVE BARRIER.
4
5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT
ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G).
NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS.
1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME
HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE
WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2"
BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. r��
I EX�I� HES
I
I
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 1
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS O2
SHOWN. I
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. r ",
1 I
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) I
I
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)
2x STUD 0
16" O.C.
ROOF TRUSSES OR 2x RAFTERS
(2)2X W/ PLYWD. ® 24" O.C. CONNECT W/(2)
SPACER BEAM 16d MIN. COMMONS TOE -NAILED
AS NOTED PER PLAN TO TOP PLATE I 1
L-- -- - -�
SEE ROOF PLAN FOR REQ D STEEL, MASONRY
STRAP AT EACH MEMBER. OR WOOD FRAMING
SPH4 (TOP PANEL
PLATE TO BEAM ANCHORS
CONNECTOR)
0 16" O.C. TYP. J
un
rn
�O a)
-
-- ---
;MM4
MORTAR JOINTS
1/4" TO 3/8"
(TYPICAL)
8" X 8" X 4"
(NOMINAL SIZE)
GLASS BLOCK UNITS
_j M
-- --
-
---"-
i
-- --
Z
LSTA24 w
(BM. TO STUD w I I
FLAT ARCH CONNECTOR)
C
TOP PER
PLAN PANEL ANCHORS &
REINFORCEMENT
tL TRUSS TO PLATE ANCHOR, STUD EVERY OTHER
TO TOP OR SILL PLATE ANCHORS, I I COURSE OR 16" O.C.
AND BOLTS TO SLAB NOT REQ'D �_ =_ - -- __ __� WHICHEVER IS LESS
AT INTERIOR BEARING WALLS NOTED
ON PLANS AS SUPPORTING GRAVITY EXPANSION
FRAME OPNG. STRIP &SEALANT L E
6„ PER PLAN LOADS ONLY (NO UPLIFT LOADS). 0 JAMB &
MAX. (PROVIDE (2) HEAD LOCATIONS ASPHALT EMULSION
CONNECTORS SPH4 (STUD TO BOTTOM (ONLY)
FOR SPANS PLATE CONNECTOR) STHIN ILL LOCATIONRR0
OVER 6' OR NUMBER TO MATCH SPECIFl TIONS
CA
AS NOTED) NUMBER OF STRAPS
ABOVE OPENING GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE)
MORTAR: TYPE "S" PER ASTM C 270.
�1/2" DIA. EXP. BOLT (2 3Y4" MIN. EMBEDMENT) REINFORCEMENT: LADDER TYPE, 9 -GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WIRES AT 16" O.C.,
W/ 2 X )6THICK WASHER ® 24» O.C. HOTT DIPPED GALVANIZED.
(PLATE TO SLAB CONNECTOR) 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
FRAME BRG. WALL TO WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT 11.
EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE.
SLAB CONNECTOR DETAIL SEALANT: SILICONE TYPE.
EXT. WALL OR INT. BRG. WALL nI A c -n nI .-%/1I , Iw IC - T A I I A TI K I
PLYWOOD SHEATHING
OVER WOOD TRUSSES
CEMENTITI❑US FINISH
ON METAL LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
J❑INT
STUCCO FINISH ON
BLOCK
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
PROVIDE 2X6 LEDGER BOARD
FOR FIRST FLOOR ROOF
TRUSS BRG.- ATTACH
LEDGER TO EACH STUD W/
(4) 16d NAILS -�
ROOF TRUSS
1 DETAIL
A6.1
INSTALL SIMPSON HTSM16
W/ (8) 10d NAILS TO TRUSS ATTACH
STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" TAPCONS
PRE-ENGINEERED
ROOF TRUSS
CONCRETE LINTEL -
BLOCK FILL WITH
CONCRETE SEE
PLANS FOR
SIZE AND LOCATION
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
FIRST FLOOR
BRG. WALL HT.
+8'-0" A.F.F.
LSTA36 STUD -
TO STUD
0 cn
z (nO
O
2 of_j
r
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 NO #4
NOTES:
SEE
1. HURRICANE CONNECTORS REQ'D NOTE #4
AT 8'-0" O.C.
2. PROVIDE "H2.5" ROOF
AT EACH RAFTER END SHEATHING
3. PROVIDE 2x8 RIDGE BOARD
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES
AT LOCATIONS WHERE VALLEY FRAMING DOES
NOT BEAR ABOVE TRUSS
HAND FRAMED VALLEY DETAIL
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER
HORIZONTAL SPAN IS GREATER THAN 8'-0"
CEMENTITIOUS COATING ON
LATH OVER 2 LAYERS 15#
OVER 15/32" CDX PLYWOOE
OVER GABLE END TRUSS
GALV. METAL
FLASHING
(4) 10d NAILS I 12 2X4'S @ 16" O.C.
° 6 FIBERGLASS SHINGLES
OVER 15# FELT ON
PROVIDE 2X4 BLKG 7/16" OSB
@ 16" O.C. BEHIND (3) 10d NAILS
GABLE END TRUSS
_TOP OF BLOCK
PER PLAN
SECOND FLOOR 2X FASCIA
BRG. WALL HT. W/ DRIP EDGE
+17'-4" A.F.F.
'� �•'• 2X4'S @ 16" O.C.
P.T. 2X4 LEDGER BD.
W/ 1/4" DIA. TAPCONS 1/2" EXT. GYP. BD.
(2-3/4" MIN.
EMBEDMENT) SPACED2,_0» SIMPSON LU24
16" O.C. @ EACH JOIST/
LEDGER BD. CONN.
ROOF AT SLIDING
LVL BEAM „X16" H.
GLASS DOOR DETAIL -1 STORY
6
Zm [3/4" DIA. X 6" DEEP HOLE FOR
w #5 BAR SET IN EPDXY ADHESIVE
16" HIGH FLOOR TRUSS AT �0
24" O.C. i TOP OF BLOCK WALL
FIRST FLR. STUD
BRG. WALL
SPH4 EA. END OF BM
& @ 16" O.C.
- ROOF
TRUSS
"LVL BEAM
(3)LSTA24 BEAM/TRUSS
TO STUD CONNECTOR
(4)2x4 STUD COLUMN
(3)LSTA36 STUD
TO STUD CONNECTOR
F—PROVIDE SOLID STUD
BLKG. IN FLOOR TRUSS SPACE
SIMPSON "HTT16"
STUD TO SLAB
CONNECTOR
5/8" DIA. THREADED ROD
(6" EMBEDMENT) IN EPDXY
FILLED DRILLED HOLE
2x4 P.T.
PLATE
TOP OF SLAB
2 -STORY STUD COLUMN
CONNECTION DETAIL
GROUT SOLID
TOP OF CELL
SAWCUT APPR
OPENING IN W
SAWCUT APPR
OPENING IN WI
25" MIN. LAP
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
�0
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
Michae"I"'Ily
signed by
I Michael
Anderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD Anders Date:
FL. LIC. AR0017305 2020.11.10
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:36:50
(772)418-2118 on
PLANS DESIGNED TO MEET THE REQUIREMENTS OF -051001
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
MASTER PLAN REVISION
8-31-20
14
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STUDS ALIGNED STUDS UNALIGNED
BETWEEN FLOORS BETWEEN FLOORS
2 -STY. INTERIOR BEARING WALL STRAPPING
STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING
WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS
ONLY (NO UPLIFT LOADS)
ALL REQUIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE
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EQUIVALENT GRASPABILITY:
4'-0"
TYPE I: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE
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O 0')
DIAMETER OF AT LEAST 1 1/4' AND NOT GREATER THAN 2•. IF THE HANDRAIL IS NOT
DIAPHRAGM AREA FASTEN WITH 5d NAILS AT
CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4' AND NOT GREATER
SIMPSON 'SPH4" AT EACH
I I I (ti
THAN 6 1/4' WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 1/4'. EDGES
SHALL HAVE A MINIMUM RADIUS OF 0.01'.
C3
8d NAILS AT 6' O.C. AT I I 1 I
Jm0CIDN
FIELD STUDS I•I I•I
1/2' GYPSUM BOARD
TYPE II: HANDRAILS WITH A PERIMETER GREATER THAN 8 1/4' SHALL HAVE A
2x4 CONTINUOUS
GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE THE FINGER
z
FLAT-G°'N" EDGE
RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4" MEASURED VERTICALLY FROM THE
OF EXT. SHEATHING
I
TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16' WITHIN
I I
I•I I•I
HT. W/ NO SHEATHING)
7/8" BELOW THE WIDEST PORTION OF THE PROFILE THIS REQUIRED DEPTH SHALL
W
J
CONTINUE FOR AT LEAST 3/8• TO A LEVEL THAT IS NOT LESS THAN 1 3/4" BELOW
STAGGER NAILLS BTM. I I I 1 11 2x
STUDS AT
THE TALLEST PORTION OF THE PROFILE THE MINIMUM WIDTH OF THE HANDRAIL ABOVE
16' O.C. —�
I•I
I I I (
THE RECESS SHALL BE 1 1/4" TO A MAXIMUM OF 2 3/4". EDGES SHALL HAVE A
'
STUD TO PLATE IF
MINIMU RADIUS OF 0.01'.
SHEATHING CONTINUOUS TO
Bd NAILS AT 3' O.C. I I I I
OPENING LIMITATIONS:
HORBZ. AT 2x SILL PLATE1.1 1•I ti
11 11 If _\
-1 L — — — — L1 — — — —1l- - - J - -
FLOOR TRUSSES AT
BALUSTERS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE RAILING
24' O.C.
20 BLOCKING SM.--TT--TT-- •---TT -T --
HEIGHT WINCH ALLOW PASSAGE OF A SPHERE 4' IN DIAMETER.
_
COURSE FILLED MATH CONCRETE AND (1) 05
THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY A RISER,
2x4 BLOCKING BTWN.
-�—
TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6' IN DIAMETER.
--11--11-----J:l- -L LL--
SHEATHING EDGES
PROVIDE DOUBLE ROW OF 8d NAILS
i
AT ALTERNATE CONT. 2X6 TOP RAIL
AT TOP AND BOTTOM RIM
I.L.O. NAILING TO FLOOR TRUSS BLKQ
ED• OR TRUSS CHORD
BTWM. RAILS
ao
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TOTAL STAIR RUN
70
a
MINIMUM TREAD (NOT INCLUDING NOSING) 10' WIDE
Q
FLASHING / CONTROL I'
R-4 MINIMUM INSULATION REFER TO ENERGY
1' NOSING
W T & G PLYWOOD SUBFLOOR
CALCULATIONS FOR REQUIRED INSULATION.
CL
1X10 STRIN
1/2' GYPSUM BOARD ON 1 X 2 MINIMUM
FLOOR TRUSS
PRESSURE TREATED FURRING O 18' ON
1' NOSING
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CENTER
CEMENTITIOUS COATING OVER 8 X 8 X 16
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MAIL (2)2X4 TO BOTTOM OF
to
J' •
�.
WOOD BASE
CEMENTITIOUS
FLOOR TRUSS 12" OR LESS IN
':`
4' MINIMUM CONCRETE SLAB (2500 PSI) WITH
2X12 TREAD
/
DEPTH
OR 6 X 6 10/10 WWM OVER
4"L
COATING ON BLOCK
W PLYWOOD RISER
/
2X8 STAIR LEDGER - CONNECT TO FLOOR
TRUSS W/ (Z 8' O.C.MAX
n
OR EQUIVALENT-10d
// QU VALENT
//
CONNECT CARRIAGE TO LEDGER
x
/
W/ (2)-10d TOE -NAILED
/
COMMONS STAGGERED EACH SIDE
=
R
r
/
CONNECT PLYWOOD RISER TO
B
/
TREAD WITH (4)-8d NAILS
of
/
2X12 CARRIAGE AT SIDES AND
/
CENTER OF STAIRS WITH 2X6
/
SPACER AT SIDE WALLS -
CONNECT SPACER TO EACH STUD
//
/
WITH (2) 10d COMMONS
/
/
/ 2X4 P.T. TOCK PLATE
TYP. STAIR SECTION
/114!/_1 A
NOTE:
lEATHING EXTENDS TO BOTTOM OF
CORD FLOOR STUD TO FLOOR TRUSS
D. SHEATHING I
IIREMENT. AT TI
7512. IST FLOOR
AT FRAME WAL
O' AT BLOCK TO
LOCATIONS.
FLOOR
STUDS UNALIGNED
BETWEEN FLOORS AS WELL AS STUDS UNALIGNED
W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT
CONTINUOUS 2x6 TOP RAIL
- CONNECT TO FLOOR
TRUSS W/ (6) 16d NAILS -�
PROVIDE 8d NAILS AT 3' O.C. EXT.
SHEATHING NAILING PATTERN
(2) ROWS AT 2X6 TOP RAIL
(1) ROW AT 2x4 BOTTOM RAIL -
CONTINUOUS 2x4 BOT. RAIL
- CONNECT TO FLOOR
TRUSS W/ (4) 16d NAILS
(2X4 P.T. IF IN CONTACT W/
CONC.)
ALTERNATE FLOOR
TRUSS END RAILS
IN UEU OF 21
4 BLOCKING
BTWN. RAILS AS PART OF
FLOOR TRUSS END CONST.
8d NAILS AT 3' O.C. AT
SHEATHING EDGES -
STAGKER NAILS BTWN.
PANEL EDGES —
ROOF TRUSSES OR 2x
RAFTERS AT 24 O.C. -
CONNECT W/ (2)16d MIN.
COMMONS TOE -NAILED TO
70P PLATE
NOTE: ALL NAILHEADS - - T- - - - -1T - - - "I'I- - - - - -
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SHALL PENETRATE THE I�I II
4'-0"
FACE OF THE SHEATHING
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O 0')
BY MORE THAN THE I I I I
DIAPHRAGM AREA FASTEN WITH 5d NAILS AT
NAILHEAD THICKNESS I I•I
SIMPSON 'SPH4" AT EACH
I I I (ti
STUD TO TOP PLATE -
Z
C) J E O
8d NAILS AT 6' O.C. AT I I 1 I
Jm0CIDN
FIELD STUDS I•I I•I
1/2' GYPSUM BOARD
I•I I
2x4 CONTINUOUS
BLOCKING ITTH
I I I
FLAT-G°'N" EDGE
{•{ (.{
OF EXT. SHEATHING
I
(LOCATE AT MID -WALL
I I
I•I I•I
HT. W/ NO SHEATHING)
I•I I•I
8d NAILS AT 3" O.C. AT I I I I
{•{ 1'1
W
J
VERTICAL (24' ON CENTER MAXIMUM)
STAGGER NAILLS BTM. I I I 1 11 2x
STUDS AT
PANEL EDGES 1.1 1•I
11 I 1
16' O.C. —�
I•I
I I I (
NO STRAP REQUIRED AT
'
STUD TO PLATE IF
I'I
SHEATHING CONTINUOUS TO
Bd NAILS AT 3' O.C. I I I I
BOTTOM OF FLOOR TRUSS
HORBZ. AT 2x SILL PLATE1.1 1•I ti
11 11 If _\
-1 L — — — — L1 — — — —1l- - - J - -
FLOOR TRUSSES AT
=
24' O.C.
20 BLOCKING SM.--TT--TT-- •---TT -T --
RIM BD. AT ALLI
COURSE FILLED MATH CONCRETE AND (1) 05
SHEATHING EDGES I' I I' I I I
2x4 BLOCKING BTWN.
-�—
RIM BD. AT ALL
--11--11-----J:l- -L LL--
SHEATHING EDGES
PROVIDE DOUBLE ROW OF 8d NAILS
8d NAILS AT 3" O.C. HORIZ.
AT ALTERNATE CONT. 2X6 TOP RAIL
AT TOP AND BOTTOM RIM
I.L.O. NAILING TO FLOOR TRUSS BLKQ
ED• OR TRUSS CHORD
BTWM. RAILS
EXT. WALL SHEATHING
DETAIL AT 2 -STY.
REQUIRED NAILING PATTERN AS
NOTED FOR SHEATHING TO ACT AS
UPLIFT LOAD CONNECTOR BETWEEN
WALL STUDS AND FLOOR TRUSSES
CONC. BLOCK EXT. WALL
PLAN
AT EACH
ATE
INDICATES GABLE END
FLOOR TRUSS
'LSTA24' OR
2" AT EACH
BOTTOM PLATE
H
BLOC( WALL.
(2) SIMPSON 'HETA20'
STRAPS CONNECTING
GABLE END TRUSS TO
BLOCK WALL
SIMPSON 'LSTA36" STRAPS
NECTING 2ND STORY CORNER
NDS TO GABLE END FLOOR
TRUSS - LOCATE 1 )r FROM
CORNER EDGE
2x4 CORNER WALL STUDS
H. 2x4 SPACER W/ NO GAP
ABOVE WALL SILL PLATE -
ALIGN STRAP IN CENTER OF STUD
DO NOT PLACE STRAP JOINT
BTWN. STUDS - ALIGN SOLID
BLKG. BELOW
(2) SIMPSON 'LSTA36' STRAPS
OVER EXTERIOR SHEATHING
ONNEC71NG 24D STORY CORNER
STUDS TO GABLE END FLOOR
TRUSS - PROVIDE SOLID
BLOCKING FOR STRAP NAILING
- 2x4 OR 2x8 RIM BOARD(S)
PROVIDE SOLID BLOCKING BTWN.
AT CORNERS
(2) SIMPSON 'HETA20' STRAPS BLOCK WALL
CONNECTING FLOOR TRUSS TO
CONIC. BLK. WALL - NAIL TO
INSIDE FACE OF GABLE END
FL00RTRUSS
GABLE TRUSS
GABLE TRUSS END ELEV.
FASCIA TO BE ALUM.
X
OVER 2 X 4
SUBFASCA.
SIDE ELEV.
2ND STY. CORNER HOLD-DOWN DETAIL
FLOOR TRUSS
—2X4 DAPHRAM BLKG. AT 24' O.C.
CONTINUOUS ACROSS 1ST (2) TRUSS BAYS
CONNECT TO EACH BOTTOM CHORD W/ (4)
10d NAILS —1
SIMPSON "HETA20' STRAP
AT 24" O.C. PROVIDE SCUD
2x4 BLKG. STWN. TOP /
BOT. CHORDS WHERE STRAP
DOES NOT AUDI WITH
TRUSS VERTICAL
GABLE END FLOOR
TRUSS DETAIL
SEE ROOF PLAN FOR REQ`D
STRAP AT EA. MENBER
REFER TO HEADER SCHEDULE
FOR SIZES
PSON "SPH4' AT 16' O.C.
ACROSS HEADER SPAN
SIMPSON 'LSTA24' STRAP
AT HEADER STUD TO BEAM
(2) STRAPS EACH SIDE WITH
(4) OR MORE TRUSSES
ACROSS OPENING
SIMPSON 'LSTA24' STRAP
AT HEADER STUD TO RIM
80. / BLOCKING FOR
OPENINGS > 5'-0"
2x4 OR 2x6 RIM BD. BTWN.
FLR. TRUSSES - CONNECT
TO TRUSS W/ (4)18d NAILS
i4 P.T. RIM BD. BTWN. FLR
TRUSSES - CONNECT TO
TRUSS W/ (4)16d NAILS
DBL. 2x4 SCUD BLOCKING
BELOW HEADER STUDS OF
OPENINGS > 5'-0•
SIMPSON 'HETA20' STRAP AT
EACH FLOOR TRUSS END OR
24' O.C. AT GABLE END TRUSS
2 -STY. EXT. FRAME
WALL CONNECTOR DETAIL
15/32' PLYWOOD
SHEATHING OVER
WOOD TRUSSES
CEMENTITI❑US
COATING ON METAL
LATH
FIBERGLASS SHINGLES OVER 150 FELT (2' SIDE
LAP, 4" END LAP AND CAP NAILS AT 12. ON
CENTER EDGE 24' ON CENTER FIELD) ON 12
15/32' COX PLYWOOD SHEATHING AND PER
PRE CWOO) ROOF TRUSSES AELEV.
ON
24' ON CENTERENTER MAXIMUM (SEE ROOF NAILING
PATTERN DETAIL FOR SHEATING) (SEE SHINGLE
NAILING DETAIL FOR SHINGLES)—
GALVINIZED METAL OR
ALUMINUM DRIP EDGE OVERHURRICANE STRAP AT EACH
FASCIA TRUSS SEE ROOF PLAN
INSULATION
4'-o" I
DIAPHRAGM AREA FASTEN WITH 5d NAILS AT
4' ON CENTER FIELD AREA AT 7" ON CENTER
1/2' GYPSUM BOARD
CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH
SIMPSON SPH4 AT EACH STUD
CONTINUOUS ALUMINUM VENTm SOFFIT
CONTINUOUS 2 X 4 SOLID WALL BLOCKING ON
EDGE OR FLAT AT SHEATHING JOINT. NAILS
ARE PERMITTED TO PENETRATE 2" X 4'
BLOCKING SET ON EDGE.
R-11 MINIMUM INSULATION REFER TO ENERGY
CALCULATIONS FOR REQUIRED INSULATION.
CEMENTITIOUS COATING ON LATH OVER (2) LAYERS
150 FELT OVER 15/32" COX PLYWOOD SHEATHING
SEE DETAIL FOR REQUIRED NAILING PATTERN
2 X 4 STUDS O 18' ON CENTER
TINUOUS 2 X 4 BOTTOM PLATE
CONTINUOUS 2 X 4 TOP AND BOTTOM RAIL
CONNECTED TO FLOOR TRUSS WITH (4) 18d
NAILS. BOTTOM RAIL TO BE 2 X 4 PRESSURE
TREATED.
3/4" TONGUE AND GROOVE PLYWOOD FLOOR,
NAILED AND GLUED WITH Bd NAILS O 12" ON
CENTER IN FIELD AND 8" ON CENTER AT
PANEL EDGES
PRE ENGINEERED FLOOR TRUSSES O 24" ON
GREATER
T AI 500CENTER AXIMPER TO SEPARATE U2004DFLORNG AREAS NDOA BUILDINGE DRAFT 2305.2
FLASHING DETAIL AT FLOOR FRAMING
ON MASONRY
IN. TERMITE TREATED FILL
z V
*00
FINAL GRADE ■ a. +.
■ . y ONE j5 BAR DOWEL TIED TO FOOTING REBAR
AT EACH REINFORCED FILLED CELL AS
LOCATED PER FOUNDATION PLAN.
MINIMUM MONOLITHIC SLAB EDGE FOOTING PER
FOUNDATION PLAN
TYPICAL EXT. 2 -STORY WALL SECTION
SCALE 1/2' - 1'-0"
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE—RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
Michae Digitally
signed by
I Michael
Anderson
Anders Date:
2020.11.10
o n 08:37:03
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
LO
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4'-0"
BOND BREAK
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DIAPHRAGM AREA FASTEN WITH 5d NAILS AT
w co 04
t;x
" ON CENTER FIELD AREA AT i ON CENTER
Z
C) J E O
Jm0CIDN
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1/2' GYPSUM BOARD
(2) LAYERS 15#
SIMPSON NETA20 AT EACH FLOOR TRUSS. FILL
FELT
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MME9���Z
ELSWS,T�USS
WLL
04 O
r-
PARALLgLLOTRAP AEACHTRUSS
W
J
VERTICAL (24' ON CENTER MAXIMUM)
4 �
O
'
CONTINUOUS GALVANIZED METAL WEEP SCREED
MEMBRANE BRIDGE Q
'
FLASHING U
8 X 8 X 16 CONCRETE KNOCKOUT BLOCK TOP
o
COURSE FILLED MATH CONCRETE AND (1) 05
I—
BAR CONTINUOUS
0
ONE 05 BAR DOWEL TIED TO 05 BAR DO}MEL
AND TOP COURSE REBAR AT EACH
e; f
REINFORCED CONCRETE FILLED CELL AS
a
LOCATED PER FOUNDATION PLANS
Q
FLASHING / CONTROL I'
R-4 MINIMUM INSULATION REFER TO ENERGY
J❑INT <
; ii
CALCULATIONS FOR REQUIRED INSULATION.
CL
1/2' GYPSUM BOARD ON 1 X 2 MINIMUM
PRESSURE TREATED FURRING O 18' ON
O
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CENTER
CEMENTITIOUS COATING OVER 8 X 8 X 16
iw
;*f
CONCRETE'. BLOCK
to
J' •
�.
WOOD BASE
CEMENTITIOUS
i
':`
4' MINIMUM CONCRETE SLAB (2500 PSI) WITH
`V
t�FIBERMESH
`'
OR 6 X 6 10/10 WWM OVER
4"L
COATING ON BLOCK
;
VAPOR BARRIER WITH CLEAN COMPACTED
FLASHING DETAIL AT FLOOR FRAMING
ON MASONRY
IN. TERMITE TREATED FILL
z V
*00
FINAL GRADE ■ a. +.
■ . y ONE j5 BAR DOWEL TIED TO FOOTING REBAR
AT EACH REINFORCED FILLED CELL AS
LOCATED PER FOUNDATION PLAN.
MINIMUM MONOLITHIC SLAB EDGE FOOTING PER
FOUNDATION PLAN
TYPICAL EXT. 2 -STORY WALL SECTION
SCALE 1/2' - 1'-0"
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE—RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
Michae Digitally
signed by
I Michael
Anderson
Anders Date:
2020.11.10
o n 08:37:03
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
SHEET
A 6.2
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TRIM
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12"
BARTOP
�-III�-Q
3/4" MICA TOP
ON SHIM SCREWED TO SECURE
ELECTRICIAN TO NOTCH 2x4
TO ALLOW FOR OUTLET CENTERED
IN BACKSPLASH
NOTE:
NO REVEAL BETWEEN
BACKSPLASH AND TOP
2x4 STUDS
AT 16" O.C.
1/2" DRYWALL
ZKITCHEN
BASE CABINET
DETAIL
RNG REF PANTRY
KIT. AT REF./RNG.
WALL MTD. LT.
OPEN TO
FAMILY ROOM
SINK
MIRROR
\ M. C.
LAV LAV
r
010 1 -010
:*0
M. BATH VANITY
NOTES:
F01u
KIT. AT SINK
MIRROR
M.C.
LAV
00
0110
••
WALL MTD. LT
o
W.C. VBTD42 \ '`
FILLER
2ND FLOOR BATH 3
1. BATHROOM TOWEL BARS AT 54" A.F.F.
2. BOTTOM OF MEDICINE CABINETS AT
50" A. F. F.
3. TOP OF BATHROOM SHOWER TILE
AT 7'-0" A.F.F.
4. SHOWER HEADS AT 6'-8" A.F.F.
I I LLL -1 \ 1 I LLLI\
KIT. AT CAB.' WALL
P WD R.
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
Micha Digitally
signed by
el
Michael
Anderson
Anders Date:
2020.11.10
on 08:37:17
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
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AIS' COOLED CONDENSING UNIT SLAB MOUNTED J -TA
DRYER VENT
RETURN
RtLLls
MCMI l
DRYWALL STAND
A
1i HANDLER
DR i k
AC -1
EQUIPMENT SCHEDULE:
MFG.
CARRIER 3 1/2 TON
C.U. -
CH14NA0420OG
A.H.U.
FX4DNF043T00
HEAT
05 KW
COOLING CAP.
41,000
HEAT CAP.
38,500
ELECT.
208-230-1
BRKR.
CU - 40 AHU - 45
REF. LINES
3/4 & 3/8
S. E. E. R.
14.00
HSPF
8.0
REF. LINES
RUN IN
FLOOR
TRUSSES
HVAC PLAN
SCALE 1/4" = 1'-0" _
MICHAEL C. 0
Micha Digitally
signed by
el
Michael
Anderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD Ander Date:
FL. LIC. AR0017305 2020.1 1 .1 0
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118 08:37:32
PLANS DESIGNED TO MEET THE REQUIREMENTS OF S O n -05'00'
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
8-31-20
SHEET
A 8.0
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NO. 17-015-044
F.
DATE -£}RAV,
Au
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10-4-19
SEAMS!" 2215'13.1
st FLOt?R LJWV 1330 SQFT
nd FLOOR; IV. 885 SQFT
GARAOIt. 437,SQFT
LANAI f 167 SQFT.
ENTRY 1; _ 27 SQFT
TOTAL_ 2846 SQFT .
jf
..CUBIC 1:LUME OF
CONDIT!, NED SPACE
CUBIC FEET