HomeMy WebLinkAboutAPPROVED 17-015-085 Chavez - Electronic Signed and Sealed Plans - 12-28-21L
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: LOT 85 / BLOCK * / PHASE IIA, MORNINGSIDE COMMUNITY, FORT PIERCE, FLORIDA CONTRACTOR: LISA MOTTRAM FIELD LICENSE NUMBER: 1264695
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING
ID
PRODUCT
MODEL #
MANUFACTURER
GLASS
ATTACHMENT METHOD
PRODUCT
APPROVAL
DESIGN
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"
FL15225.5
- 40.0 PSF
W/ SDLT.
SMOOTH STAR
TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
+40.0
STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX
16070 OVHD
OVERHEAD DOOR
MODEL 9100
WAYNE DALTON
« >>
WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK
FL9174.6
+39.2 -43.7 PSF
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
8068 S.G.D.
SLIDING GLASS DOOR
420
MI WINDOWS AND DOORS
3/16" TEMPERED
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
FL15332.9
+/- 58.2 PSF (MIN)
O
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)
O
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS
SH 185
MI WINDOWS AND DOORS
1 /8" ANNEALED
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
WINDOW
SH 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
O
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
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
0
WINDOW
SH 185
MI WINDOWS AND DOORS
1 /8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: v3,ANCHORS, JAMBS: 4 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
0
WINDOW
SH 185
MI WINDOWS AND DOORS
1 /8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
SOPREMA ROOF
BASE SHEET MECHANICALLY FASTENED TO DECK WITH 4" SIDE LAP AND 6" END LAP, WITH
E
{`
UNDERLAYMENT
UNDERLAYMENTS
SOPREMA, INC.
« >>
APPROVED NAILS AND TIN CAPS 6" O.C. AT LAP EDGES AND 12" O.C. IN STAGGERED GRID
PATTERN BETWEEN OVERLAPS, UNDERLAYMENT ADHERED TO BASE SHEET
FL2569.1
GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO
ASPHALT SHINGLES
CAMBRIDGE AR
TAMKO BUILDING
« >>
PENETRATE
EDGE, APPROX. 1" & THROUGH
" FROM EACH END &PLYWOOD. USE 4 A11 2S ABOVE EACPER H CUTOUT 6-1/81, ABOVE BUTT
FL18355.1
PRODUCTS, INC.
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
+/- 70.0 PSF (MIN)
MATERIALS
HURRICANE SHUTTERS }
" 20 GAUGE GALV.
EASTERN METAL SUPPLY
« >>
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN, EMBEDMENT)
FL 22270.1
PER MANUF.
STEEL STORM
SPACING OF ANCHORS PER MANUFACTURERS SPAN CHART
"`PANELS
SPAN CHARTS
4
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS9
AIR
FREEZING
MEAN
ANNUAL
Speeds
Topographic
Weatheringa
Frost lineb
Termite`
LOAD
(mph)
effectsk (NA)
f
CATEGORY
depth
TEMPS
REQUIRED'
INDEX'
TEMPI
N/A
See Fig. R301.2(4)
N/A
Negligible
N/A
Very
42
N/A
See
N/A
N/A
Heavy
Survey
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)j. 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 A.
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 ffoodplain 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.
J
I have reviewed the above product approval
information and approved it.
Name:
Signatu
Certification Number:
Date:
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
*PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (6TH EDITION)
TYPE OF CONSTRUCTION: CBS X
BUILDING DESIGN: ENCLOSED X
ULTIMATE DESIGN WIND SPEED:140 MPH
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: II
FRAME
OPEN PARTIALLY ENCLOSED
160 MPH X 170 MPH
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
1
COMPONENTS AND CLADDING WIND PRESSURES PER
2020 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SCE. FT.)
DESIGN
PRESSURE
0 to 19.9
27.6 PSF /
'-30.0 PSF
20 TO 49.9
26.4 PSF /
-28.7 PSF
50 TO 99.9 _
24.8 PSF /
-27.1 PSF
100 TO 499.9
23.5 PSF /
-25.8 PSF
500 AND ABOVE
20.6 PSF /
-22.9 PSF
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19.9
27.6 PSF / -37.0 PSF
20 TO 49.9
26.4 PSF / -34.5 PSF
50 TO 99.9
24.8 PSF / -31.2 PSF
100 TO 499.9
23.5 PSF / -28.7 PSF
500 AND ABOVE
20.6 PSF / -22.9 PSF
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 sign
J Y g
by Michael
Anderson
nders
Date:
2021.12.28
n
14:30:10 -051
FL. LIC. AR0017305
(PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-21
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PROJECT
NO. 17-015-085
DATE DRAWN' 9-28-21
i
SEAMIST 2215 B2
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 24 SQFT
ENTRY 27 SQFT
TOTAL 2703 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE
LK 17720 CUBIC FEET
SHEET
CVR
W
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(4)2x4 -
Un BRG.
rA A
0 1
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3 1 /2" FOR
SH WR.
I
1.0
42 SQ. CONC.
A/C PAD
r
4-1
-1 7 5/8
LO CURB
0
I
to
A
38'-0"
" " " „"
3 -10 5 -2 3 -8 3 -14
1 ," -4
3'- 10 -10 3'- 10
4,_O„
6'-8"
G1
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■ ■ ■
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12'-10 1/4" I
SLAB W/ FIBERMESH, I,)
I
AND/OR 6X6-10/10
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COVER ON 6 MIL. POLY
VAPOR BARRIER OVER
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24"x24"x12"DP.
■
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CONC. PAD FTG. W/
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(WASTE STACK TO SECOND
3-#5 BARS E.W.
FLR. BATHROOM K
1 T-3 3/4" I
15'-7 1 /8" 1
K
9'-10 1 /4»
1
(6)2X4 BRG.
I
1— 1 COLUMN
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C.M.U. CELL
FIL ED W/ CONCRETE AND
�l —5 5/8" 9'-10
/4"
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(1) 5 VERT. REBAR CONT.
FROM FOOTING TO TIE
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BEAM (TYPICAL)
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8" '-6" 5'-2" 2, 8„
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16'-0"
2'-
"
17'-0"
21'-0"
38'-0"
6x6 - 10x10 WWF
CONC. OR FIBER MESH CONC. 6x6 - 1Ox1O WWF
SLAB = SLAB OR FIBER MESH
00 =
00
3-#5 r � j-
BA RS N GRADE 2-## 0 GRADE
= BA I
8-F
I
8" 1 t_4"
AA DETAIL A DETAIL
1 1
6x6 - 1Ox10 WWF
OR FIBER MESH
CONC. 8"
SLAB
VARIES
2-# I .
BARS
2'-O"
C DETAIL
1
0
C CONC. 1-#5
SLAB BAR
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-
4"- 8"
HB 1 G DETAIL
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SLAB -7 r-
2-#5---
0 BAR
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— 1
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2-# 0 GRADE
BARS 112 (MIN)
BELOW
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1
1-#5
CONC. BAR
SLAB -7 r
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3-�# 5
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1
0
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7 5/8" ((BLOC w
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J"\ DETAIL - S.G.D.
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SLAB 8 VARIES 8
N SHOWER
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CONC.
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1
PIPE SLEEVE
(DIA. LARGER
0 THAN PIPING
THRU FTG.
(0 3" MIN.
FTGPER
- DEPTH
3" MIN, 3„M — DETAIL.
-c
FOOTING &
1'-a" 1'-0" , REBAR
TRANSITION
PIPE THRU
i�
PF FTG. DETAIL
1
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 63'-10"
BD = 55'-2"
DIMENSIONS ARE
ROUNDED TO THE
CLOSEST INCH
2" V.T.R. �I_
r
2„ I
M.VENT
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FOUNDATION PLAN
SCALE: 1 /4" = 1'-0"
2" V. T. R. JIL
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12"
I
6x6 - 10x10 WWF
OR FIBER MESH
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1
--COND FLOOR
UK Jth' 11C: 1 ANK
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:
2021.12.28
S O n
14:30:32
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
L� 9-28-21
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PROJECT
NO. 17-015-085
DATE DRAWN; 9-28-21
SEAMIST 2215 B2
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 24 SQFT
ENTRY 27 SQFT
TOTAL 2703 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
A low
LVL --�
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ao LOFT
oP
36"H. 2x4
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3�
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AMILY
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T.
FAMILY RM. BLDG. SECTION
38'-0"
4'-2" W-10"
BO+6'-8" +6'-8"
HDR. HT. O HDR. HT.
EGRESS o (4)2x4
+8'-0" CLG - ^ N ® BRG.
�- �- � COLUMN
+8 -8 CLG ( UNDER
r-BM. END
I I
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12'-0 /8" I +8'-0" BRG.
WALL W
I I 2X4'S AT 16'7
2'-0" � 20 -0" ��
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i (4)2x4 BRG.
[V.BR. io I COLUMN
■
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GIRDER EN ABV. 11'-8"
0 DIST. T FACE OF FIR
N 1
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COLUMN I
UNDER 5 SH. 5 SH. 11'-1 1 /2'
GIRDER END ■ to
I
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WASTE STACK I QQ Q IC
TO SECOND 041\ 4'-8 7/8" 3-1104
' � x'-
FLR. BATHRM.
DRYER /
VENT ABV. R(2)R, R/S
CLG. -n,,,
- - -- D YER 6 011/ " 5+6'-8 o D 6-3LO HDR.I 9'-8"
HT. 42' 0
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00
MT
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a
■ 9'-10" 10'-5 7/8"
AIR
OND.
0
1
N ■
06
2'-6"
GARAGE
8'-0" CLG.
NOTE: PROVIDE 5/8"
FIRECODE GYP. BD.
0 ON GARAGE CEILING
i
00
16'-0"
21'-O"
0
+8'-0" BRG:
WALL W/
2X4'S AT 16"
O.C.
a
18" SQ. COLUMN
ABV. PLANT
SHELF TO CLG.
p
U
0
n
0
ARCH OPNG.
ADJ. TO PWDR. BATH
8'-0"x3'-O"
CONC. PATIO
8'-0" 4'-4"
OC +6'-8"
HDR. HT.
o
0
068 0
0 [QKFT.] �"�--�
VAULTED
2' 0"
RAISED BAR
,f ■
15'-2 3/8" RE .
-- 9'-6" I
IFAM.]Dw FK71T7.1I
VAULTED C� I II 00
VAULTED I 0 �) VENT
y-�
2x4 KNEE WWALL I I o� SINK W/ O MICROWAVE
W/ WD. CAP DISP. TO
(SLOPED TOP) o I EXTERIOR
I
ST RISER I I I
II
II � ■
(0 - - - - - - - - - - - ---�
I
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+6'-8„
18" SQ. COLUMN HDR. HT.
ABV. PLANT
SHELF TO CLG.
II zu PLANT
II oa
SHELF TOP ■
j' I I (4)2x4 +8'-4"
I I OLUMN
R/S $-R _EAT
�r VAULTED N
8'-0" I
CLG. a
5
■
LIVING
0
4'-8"
C. HDR. BOTT.-,r
0
- -AT +6 -8
;,�
+6'-8"
■
t
HDR. HT.
12" W. FLAT
ARCH SOFFIT
■
12" SQ. BLK.
COLUMNS W/2#5
VERT. & FILLED
of
W/ CONCRETE
00
TOP +8'-0"
8'-0"
9'-0"
1 38'-0"
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
17'-0"
FIRST FLOOR PLAN
SCALE: 1 /4" = 1'-0"
FLOOR TR
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 RAME WALLS ARE DRAWN 3 1 /2" WIDE
UNLESS OTHERWISE NOTED
3.
CONC. BLOCK WALLS ARE DRAWN
w
7
5/8" WIDE UNLESS OTHERWISE NOTED
4.
TOOL CONC. BLOCK JOINTS INSIDE
GARAGE WALLS (BRUSH & CLEAN)
5.
DOOR & WINDOW ROUGH OPENINGS
LO
SHALL BE PROVIDED BY BUILDER
6.
TOP OF TYP. BLOCK WALL +8'-0"
UNLESS OTHERWISE NOTED
7.
HEIGHTS ARE MEASURED ABOVE
11'-7 1 /4"
STAIR SECTION
TOP OF FOYER SLAB
(14)T @ 10" EA. SEE SECTION/DETAIL SHEET A6.1
8.
SEE STRUCTURAL NOTES FOR
FOR ADD'L. INFORMATION
ADDITIONAL INFORMATION
(3)2x4 STUD
COLUMN AT
CORNER
LO
0
+6'-8"
HDR. HT.
EGRESS
2x4
2x4 BLKG. I
@24" O.C.
EDGE OF 2x4
CONC. BLK.
BELOW
TYP. STUD CORNER DTL.
SCALE: 3/4" = 1'-0"
(3)2x4 STUD
COLUMN AT
SECOND FLOOR PLAN
SCALE: 1 /4" = 1'-0"
NOTE:
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.
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.
72X80"
40.0 S.F.
.69
.21
1
EXT. DOOR
3
2868 SOLID CORE
1
GARAGE DOOR
4
2868
3
INT. DOOR
5
2468
3
INT. DOOR
6
2068
1
INT. DOOR
7
2668
3
INT. DOOR
8
2068 BIFOLD
1
INT. DOOR
9
2468
2
INT. DOOR
10
4068 BIBASS
3
INT. DOOR
11
16070 OVHD. DOOR
1
GARAGE DOOR
WINDOW SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
35 SH
52.125"X71 "X52.12"RX64.017"
(ELLIPSE TOP)
LEG
24.9 S.F.
.A 55
22
1
MUNTINS
B
35 SH
52.125"X62"
22.4 S.F.
.54
.25
2
C
25 SH
36"X62"
15.5 S.F.
.54
.25
2
D
4'W. X 3'-4"H.
48"X40"
DEFAULT
DEFAULT
1
GLASS BLOCK
13.3 S.F.
E
3050 SH (EGRESS)
35.375"X59.625"
54
25
(FRAME WALL)
14.6 S.F.
2
MUNTINS
F
3050 SH (EGRESS)
35.375"X59.625"
54
(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.
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
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:
2021.12.28
14:30:52
o n _05'00'
FL. LIC. AR0017305
MASTER PLAN REVISION
9-28-21
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WITH (1�TAPCON
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LEG W/ MIN. EMBED OF 1 5/8"
TOP OF SECOND
FINISH FLOOR
+9'-4 3/4_A_F.F.
TOP OF BLOCK
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12
6�j
1x6 P.T. BUCK SET IN DOOR THRESHOLD SET
SEALANT AND SECURED W/ IN BED OF CAULK &
CASE HARD NAILS 0 12" O.C. (MAX) FASTENED TO SILL W/
3/16' DIA. TAPCONS
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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.
CEMENTITOUS COATING ON
M TL LATH
CONCEALED
FLASHING
RAISED KEYSTONE
(PROJ. 1-1/2") 0
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6" W. RAISED TRIM
(PROJ. 3/4") RAISED TRIM
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TOP OF BLOCK
+8'-0" A.F.F. 4
TOP OF SLAB _ _ _ a_o_
+0'-0" A.F.F.
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SILL DETAIL
EXT DOOR
12" SQ. BLOCK
COLUMNS
RAISED
TRIM (PROD. 3/4")
FRONT ELEVATION
1 /4" = 1'-O"
STUCCO FINISH
PERIMETER CAULKING
CONC. OR MASONRY
1x4 OR 1x6 P.T. BUCK SET IN
SEALANT AND NAILED
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COIL NAILS AT 24' O/C.
MAX.
DRYWALL BOARD
CAULKING
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FASTEN THRU BUCK W/
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IN PREDRILLED HOLES
BY MANUFACTURER
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I F1 -CODO 3.
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TOP OF SLAB o
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16"
OVERHANG
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OTHERWISE NOTED
TOP OF PLATE
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—RAISED
QUOINS
W/ 2"
BEVELS
1'-4"
CEMENTITOUS COATING
ON BLOCK
(SGD)
O
-CEMENTITOUS COATING ON
MTL LATH
P.T. (2) 2X4 BUCK
- CONNECT TO
BLOCK W/ �16" x 3"
TAPCONS (1 1/4"
MIN. EMBEDMENT
INTO BLOCK)
10 OR 1 x4 P. T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 12' O/C.
MAX.
CONC OR MASONRY
=" - -DRYWALL BOARD
CAULKING
ALUMINUM FRAME
FASTEN THRU BUCK W/
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PERIMETER CAULKING
CEMEN71710US FINISH
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+8'-0" A.F.F.
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1'-2 7/8"
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PRECAST LINTEL AT TOP
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BLOCK COURSE
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2x4 SOLID BLOCKING (FULL
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CONNECT TO BLOCK W/ )46"
x 3" TAPCONS (1 1 /4" MIN.
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15/32" CDX PLYWOOD PANEL
(BOTH SIDES) NAILED TO BUCK
W/ 8d NAILS AT 4" O.C.
PROVIDE x 3" TAPCON (1
2x4 SOLID BLOCKING (FULL
1/4" MIN. EMBEDMENT INTO
WIDTH OF WALL) BTWN. PLYWD.
BLOCK) AT EA. SIDE SUCK-(1)
ARCH FACES W/ (3) 10d NAILS
WITHIN 4" MIN. TAPCON OF
THRU PLYWOOD INTO EA. 2X4
START OF ARCH
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
/
CONNECT W/ 8d NAILS
1" x 3°' -_/
BUCK
SECTION
A- A
CONTINUOUS
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SILL DETAIL
WIND❑W
12
16
D
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A -A PANEL (BOTH SIDES)
NAILED TO BUCK W/
8d NAILS AT 4" O.C.
PRECAST LINTEL AT TOP
BLOCK COURSE
ARCH
OPNG.
ARCH IN
MASONRY OPNG.
DETAIL
TOP OF 2ND FLR.
TOP PLATE _
+17'-4" A.F.F.
GARAGE
BEYOND
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT 'W/ 8d NAILS
LINE OF RECTANGULAR
ROUGH OPENING
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 3495:3
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITIOIN)
MICHAEL C. ANDERSON
lichae Digitally
signed by
Michael
Anderson
n d e rs Date:
2021.12.28
n 14:31:20
-05'00'
FL. LIC. AR0017305
MASTER PLAN REVISION
9-28-21
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PROJECT
NO. 17-015-085
DATE DRAWN 9-28-21
SEAMIST 2215 B2
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 24 SQFT
ENTRY 27 SQFT
TOTAL 2703 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
owl
16" HIGH GABLE END FLOOR
TRUSS -SEE "GABLE END FLOOR
TRUSS CONN. DTL." ON SHT. 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 >
24-1Od X 1 1/2
TO PLATES
24-1 Od X 1 1 /2
TO STUDS
SEE "GABLE END
SECTION AT VAULT"
25'-0" ON SHT. A6.0
PROVIDE "HETA20" AT EA. FLOOR "
TRUSS VERTICAL TO LINTEL -VERIFY SEE SECTION X-X ON SHT. A6.0
SPACING PER TRUSS ENGINEERING
SEE ROOF AT SLIDING
GLASS DOOR DETAIL
SHEET A6.1
2'-0" PER TRUSS 2'-0" SPAN SHEATHING TO CONNECT
MANUFACTURERES TRUSS TO FRAME WALL = N
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TRUSS -SEE GABLE END FLOOR
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PROVIDE "HETA20" AT EA. FLOOR TRUSS VERTICAL
LINTEL -VERIFY SPACING PER TRUSS ENGINEERING
PRECAST HEADER SCHEDULE
B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
64"
8F16-1B
5365 PLF
2290 PLF
B-2
54"
8F16-1 B
6113 PLF
2724 PLF
B-3
80"
8RF14-1 B
3120 PLF
1651 PLF
B-4
70"
8F16-1 B
4360 PLF
2093 PLF
B-5
90"
81716-1 B
2661 PLF
1634 PLF
B-6
208"
8F16-1B
950 PLF
404 PLF
B-7
70"
8F8-1B
1451 PLF
909 PLF
VAULTED
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CHORD
16"
OH
1
16"
OH
2x4 BOTT. CHORD
BLKG. SEE NOTE #2
G HOLD FACE OF
TRUSS 1/2"
BACK FROM FACE
OF BLOCK WALL
(TYPICAL)
NOTE: PROVIDE TRUSS
STRONGBACKS PER TRUSS
MANUFACTURER'S
SPECIFICATIONS
NOTE: OFFSET GABLE END
TRUSSES X" FROM FACE
OF BLOCK
NOTE: PROVIDE SIMPSON
"HETA20" AT 24" MAX: AT
GABLE END TRUSS TO
BLOCK CONNECTION
OOF FRAMING / SECOND FLOOR FRAMING PLAN
1 /4" = 1'-VALE:
2x4
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 ® (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
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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
licha Digitally
signed by
I Michael
Anderson
,nders Date:
2021.12.28
n 14:31:38
-05'00'
FL. LIC. AR0017305
MASTER PLAN REVISION
9-28-21
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PROJECT
NO. 17-015-085
DATE DRAWN 9-28-21
SEAMIST 2215 B2
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 24 SQFT
ENTRY 27 SQFT
TOTAL 2703 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
ELECTRICAL LOAD CALCULATION
2074 S.F. AT 3 VA
6.2 kVA
2 SMALL APPLICANCE CIRCUITS 1500 VA EACH
3.0 kVA
LAUNDRY CIRCUIT
1.5 kVA
RANGE
12.0 kVA
1 WATER HEATER
3.0 kVA
DISHWASHER
1.5 kVA
DISPOSAL
1.5 kVA
DRYER
, n Lve
SUBTOTAL 33.7 kVA
FIRST 10 kVA AT 100%
10.00 kVA
REMAINDER AT 40%
9.48 kVA
TOTAL OF OTHER LOAD
19.48 kVA
10 kVA OF AC AT 40%
4 nn we
TOTAL 23.48 kVA
23,480 VA DIVIDED BY 240 V 97.8 A
POOL SUB PANEL 30.0 A
TOTAL 127.8 A
USE 150 AMP SERVICE
PREWIRE \` -
- -- - - - --n RST FLOOR ELECTRICAL PLAN
SCALE: 1 /4" = 1'-0"
2" RIGID O.H. SERVICE F.P.
3—#2/0 XHHW —\
2/0 SER CABLE
150
32 CKT
PANEL
150
AMP
C/B
3#1 CU THNN
2" CONDUIT
NO. 4 CU. WIRE
TO COLD WATER
PIPE IF CU PLUMB.
METER
IF NOT CU USE
SUPPLEMENT GROUND NO. 4 CU. WIRE
TO 5/8" x 8'-0"
SCHEMATIC ELECTRICAL RISER GROUND ROD
)UTLET FOR
MICROWAVE
LEGEND
- 0-
SURFACE MTD, CEILING FIXTURE
4-
PENDANT FIXTURE
kOj
RECESSED LIGHT
K�
WALL MTD. BRACKET 2 72' A.F.F.
FLUORESCENT FIXTURE
WALL MTD. VANITY LIGHT
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EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
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CEILING MTD, SMOKE DETECTOR
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CEILING MTD. CARBON MONOXIDE DETECTOR
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110 V, DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
220 V. RECEPTACLE
tT
DEDICATED 220 V. OUTLET
F
110 V. JUNCTION BOX
�-
SWITCH e 42' A.F.F.
O-
RHEOSTAT SWITCH R 42' A.F.F.
TP
O
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 GF1 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.
SECOND FLOOR ELECTRICAL PLAN
SCALE: 1 /4" = 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 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichae
Digitally
signed by
Michael
Anderson
n d e rs
Date:
2021.12.28
n
14:34:00
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-21
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PROJECT
NO. 17-015-085
DATE DRAWN 9-28-21
SEAMIST 2215 B2
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 24 SQFT
ENTRY 27 SQFT
TOTAL 2703 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
5EU
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/
12-1 Od 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/
12-1 Od 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
04
FOOTING PER _
FOUNDATION PLAN I I I 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
�ELEV.
R-30 INSULATION
1/2" CLG. GYP. BD.-
8"x8" U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 REBAR CONT:
PRE-ENG'RED PRECAST LINTEL -
SEE SHEET A 4.0 FOR DETAILS
1 x4 P.T.-
PLOYCEL SEALANT
P.T. WOOD BUCK -
ALUMINUM WINDOW (REFER TO
FLOOR PLAN FOR SCHEDULE) -
MARBLE SILL -
1/2" DRYWALL ON 1 x2 P.T.
FURRING ® 16" O.C.
R-4.2 FOIL INSULATION W/
4 MIL VAPOR BARRIER -
WD. BASE -
4" MIN. CONC. SLAB
(2500 PSI) W/ FIBER
MESH OVER VAPOR
BARRIER OVER CLEAN
COMPACTED POISON FILL
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' D.C.
PRE-ENG. TRUSSES
AT 24' D.C.
2X4 45° CROSS BRACING
W/(2)16d NAILS AT EA.
TRUSS WEB MEMBER
2x4 45° CROSS BRACING SCHEDULE
AN BRACING REWD,
GREATER THAN 20 FT. SPACED 4'-0' D.C.
10 FT. TO 20 FT. (3) PAIRS AT 1/4
LESS THAN 10 FT. P❑INTS Cl) PAIR AT
MIDP❑INT
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0' D.C. REFER
TO FRMG. PLAN -
(2) 16d
COMMONS TOE
NAILED EA. SIDE -
ARCHITECTURAL FIBERGLASS SHINGLES OVER
15# FELT ON 15/32" CDX PLYWOOD SHEATHING
AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
HURR. STRAP ® EACH TRUSS
REFER TO CONNECTOR SCHED.
TYP. O.H.
R ROOF PLAN
--T-OP__OF BLOCK,
""REFER TO EXT. ELEV.
I.
•
• JaT I
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
---1-L WDW. HDR. HT.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
�- CEMENTITIOUS COATING OVER
8x8xl6 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
-STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
`-CONC. FTG. PER
FOUNDATION PLAN
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 SECTI❑N X-X
-
i1
1i
I
II
I
I
1 --
i
I
i
I
I 1
I
I
I 1
11
I I
I
L - - - - -
EXTERIOR FRAME WALL TO
CONIC. BLOCK WALL CONNECTION
2x4 P.T. W/ CONC.
NAILS AT 12" O.C.
2x6 P.T. FROM BOT. OF
HDR. TO CLG. LINE
EQUAL
2x6 EQUAL
P.T. 1 /2" DIA L-BOLT 2x6
N (8" LONG) W/ 2" P.T.
WASHER AT
32" O.C. MAX. -\
GARAGE DOOR
OPENING -
• N
ELEVATION
GARAGE DOOR DETAIL
15/32' CDX PLYWOOD SHEATHING
v - 2x4 BLKG. @ 48' O.C.
(2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
- 2X4 STR❑NGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF CONC. BLOCK
15/32' SHEATHING OVER GABLE
END TRUSS FASTEN WITH 8d
NAILS AT 6' D.C.
2X4 'T' OR 'L' STR❑NGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' ❑.C.
-SIMPS❑N HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' D.C. MAX)
16d COMMON
NAILS AT 6' D.C.
TO 2x6 P.T.
PLATE
CEMENTITI❑US FINISH OVER FRAME
C❑NSTRUCTIION
APPLIED 2 LAYERS OF AN APPROVED
WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP.
EXPANSI❑N JOINT
��ATNN CEMENTITIOUS
2 IIIP: . PLATE
CONT. W/ 1/2'x
8' ANCHOR BOLTS
@ 32' D.C.
LINTEL
2x4 STUDS CAD SPACING
PER PL
VERTI
W/ 1
CONC. BLOCK
ANS
CAL FILLED CELL
-#5 BAR
(2) 16d
WALL 0 12" O.C.
�r
FoT
(2)2x4 P.T. W/1/2" DIA. \;(2) 1Od
COUNTERSUNK BOLTS ®6" O.C.
® 24" O.C. VERT
2 1/4" MIN EMBEDMENT 3 1/4„
WITH 2" SQUARE X 1 /8"
THICK HURRICANE WASHER
DETAIL AT
TOP OF SLAB Jv
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER 2020 FBC.
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED . TO
THE 2020 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. 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
» »
5/8" 7/810 MIN. HOLE DEPTH
3/4„ 1
7/8" 1 1 /8" 6j
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED
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.
ROOF EDGE
ROOF 2n ( O 2r `2\e ROOF
EDGE I sz• EDGE
79/1
I RIDGE O) 2e
3r I 2r Ix \
2n I 10 2r
d- 3e I 2e I �-
ZONE 1: 8d RING SHANK NAILS ® 4" O.C. ON EDGE AND 6" O.C. IN FIELD
ZONE 2e, 2n, 2r: 8d RING SHANK NAILS CAD 4" O.C. ON EDGE AND 4" O.C. IN FIELD
ZONE 3, 3e, 3r: 8d RING SHANK NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD, NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED AT 6" O.C. MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
TO BE #2 OR BETTER GROUP 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
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD -
BLKG. 0 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
TRUSS WEB MEMBER 0 8" O.C.
NAIL 2 X 6 BLKG TO
DBL TOP PLATE WITH
1Od 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
SHEATHING PER PLAN
v-- 2x4 BLKG. 0 48" O.C.
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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
-\L (2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
GABLE END TRUSS
7/16" OSB SHEATHING
OVER GABLE END
TRUSS FASTEN WITH
8d CAD 6" O.C.
NAIL EACH TRUSS
VERTICLE WEB MEMBER
TO 2 X 4 BLKG WITH
(2) 1Od
2 X 6 0 16" O.C. KNEE
WALL WITH SIMPSON SPH6
AT EACH STUD
SIMPSON HETA20
EACH VERT TRUSS
WEB (24" O.C. MAX)
16d COMMON NAILS
AT 6" O.C. TO
2x6 P.T. PLATE
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
® 24" O.C.
MICHAEL C.
ANDERSON
lichae
Digit'lly
signed by
Michael
Anderson
n ders
Date:
2021.12.28
n
14:34:14
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-21
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PROJECT
NO. 17-015-085
DATE DRAWN 9-28-21
SEAMIST 2215 B2
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 24 SQFT
ENTRY 27 SQFT
TOTAL 2703 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
coo
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
CORNER_'
FLASHING
TAPE
CORNER
FLASHING
TAPE
TOP
FLASHING
TAPE
SIDE --�
FLASHIN
TAPE
FIN
CORNER _
N.T.S.
WINDOW TOP
�_ NAILING
SIDE
CHECKRAIL
FLASHING
TAPE —
IN
WINDOW BOTTOM
SILL FLASHING TAPE #1
SILL FLASHING TAI
WATEf� RESISTIVE BARRIER WATER RE
1. CUT THE WATER RESITIVE BARRIER (1 C) I I
I R' 1I ST CUT 1(I
I 1-- T--- II
1 I I I�4TH CUT,
I f 1 I MAKE A 6" CUT UP
CUT SI FROM EACH TOP
I I f CUT ! CORNER AT A 450
I I ANGLE TO ALLOW THE
WATER BARRIER TO
/ 4501YP BE LAPPED OVER THE
1 I I I FIN AT THE HEAD OF
I I -�2ND,- I I THE WINDOW.
I �_ CUT _1
lO 1
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 (V 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 (1 G).
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
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW I 2
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON I
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 I
SHOWN.
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 1" I
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)
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
SPH4 (TOP
PLATE TO
/-SEE
ROOF PLAN FOR REQ'D
Ste, h
CONNECTO;�4.\
/
/
STRAP AT EACH MEMBER.
OR WOO(
F7
SPH4 (TOP
PANEL
PLATE TO BEAM
ANCHOR!
CONNECTOR)
0 16" O.C. TYP.
2x CONT. STAGGERED
LSTA24
MID -WALL BLOCKING
(BM. TO STUD
(WALLS OVER 10' HT
FLAT ARCH
CONNECTOR)
PROVIDE BLOCKING ®
TOP PER
4'-0" O.C. MAX.
PLAN
TRUSS TO PLATE ANCHOR, STUD
TO TOP OR SILL PLATE ANCHORS,
AND BOLTS TO SLAB NOT REQ'D
AT INTERIOR BEARING WALLS NOTED
2x STUD Cif
FRAME OPNG.
ON PLANS AS SUPPORTING GRAVITY
r EXPANSI(
16" O.C.
PER PLAN
LOADS ONLY (NO UPLIFT LOADS).
STRIP JAMB
6�,
(PROVIDE (2)
HEAD LC
MAX.
CONNECTORS
SPH4 (STUD TO BOTTOM
(ONLY)
FOR SPANS
PLATE CONNECTOR)
e1�
I
I
I 5
I
MORTAR JOINTS
1 /4" TO 3/8"
(TYPICAL)
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
SILI I nCATIAN
OVER 6 OR NUMBER TO MATCH SPECIFICATIONS
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 N4" MIN. REINFORCEMENT. LADDER TYPE, 9-GAUGE, 2' WIDE WITH BUTT -WELDED CROSS WIRES AT 16" O.C.,
EMBEDMENT) W/ 2" X )6" THICK WASHER 0 HOTT DIPPED GALVANIZED.
24" O.C. (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 i WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4- HILTI KWIK BOLT If.
SLAB CONNECTOR DETAIL
EXT. WALL OR INT. BRG. WALL
PLYWOOD SHEATHING
OVER WOOD TRUSSES
CEMENTITI❑US FINISH
ON METAL LATH
BOND BREAK
(2) LAYERS I5#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
J❑INT
STUCCO FINISH ON
BLOCK
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
EXPANSION MATERIAL- 3/8" THICK POLYETHYLENE TYPE.
SEALANT., SILICONE TYPE.
GLASS BLOCK INSTALLATION
PROVIDE 2X6 LEDGER BOARD
FOR FIRST FLOOR ROOF
TRUSS BRG. - ATTACH
LEDGER TO EACH STUD W/
(4) 16d NAILS --�
f
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.
�d��41ti�
FIRST FLOOR
BRG. WALL HT.
+8'-0" A.F.F.
LSTA36 STUD -�
TO STUD
2 V)
_ (0O
O
SECOND FLOOR
BRG. WALL HT.
+17'-4" A.F.F.
2- 1 3/4"X16" H.
LVL BEAM
2x8 RIDGE BOARD
2x6 RAFTERS AT 24" O.C.
MAX. - TOE -NAIL TO RIDGE
BD. W/ (2) 1Od NAILS
2x4 VERT. STUDS
0 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW) —
ROOF
SHEATHING
SIMPSON STRONG -TIE
"H2.5"
AT EA. END OF 2x4
PRE-ENG'RED SEE VERT. STUD
TRUSSES NOTE #4
NOTES:
SEE
1. HURRICANE CONNECTORS REQ'D NOTE #4
AT 8'-0" O.C.
2. PROVIDE "H2.5" ROOF
AT EACH RAFTER END SHEATHING
3. PROVIDE 2x8 RIDGE BOARD
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES
AT LOCATIONS WHERE VALLEY FRAMING DOES
NOT BEAR ABOVE TRUSS
HAND FRAMED VALLEY DETAIL
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER
HORIZONTAL SPAN IS GREATER THAN 8'--0"
CEMENTITIOUS COATING ON
LATH OVER 2 LAYERS 15#
OVER 15/32" CDX PLYW00[
OVER GABLE END TRUSS
GALV. METAL
FLASHING
2X4'S ® 16" O.C.
(4) 10d NAILS 12
° ° FIBERGLASS SHINGLES
16 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
2X FASCIA
W/ DRIP EDGE
2X4'S @ 16" O.C.
P.T. 2X4 LEDGER BD.
W/ 1 /4" DIA. TAPCONS 1 /2" EXT. GYP. BD.
(2-3/4" MIN.a +EMBEDMENT) SPACED 2,_0„ SIMPSON LU24
16" O.C. ® EACH JOIST/
ROOF AT SLIDING LEDGER BD. CONN.
GLASS DOOR DETAIL-1 STORY
z m 3/4" DIA. X 6" DEEP HOLE FOR
w #5 BAR SET IN EPDXY ADHESIVE
16" HIGH FLOOR TRUSS AT �o
24" O.C. 1 TOP OF BLOCK WALL
FIRST FLR. STUD
BRG. WALL
SPH4 EA. END OF BM
& ® 16" O.C.
- ROOF
TRUSS
L LVL BEAM
(3)LSTA24 BEAM/TRUSS
TO STUD CONNECTOR
—(4)2x4 STUD COLUMN
�(3)LSTA36 STUD
TO STUD CONNECTOR
T_ PROVIDE SOLID STUD
BLKG. IN FLOOR TRUSS SPACE
SIMPSON "HTT16"
STUD TO SLAB
CONNECTOR
10
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 W
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
�O
ADDED REINF. FILLED
BLOCK CELL DETAIL
NOTES:
-DRILLED HOLE TO BE CLEANED PRIOR TO
DISPENSING ADHESIVE
-EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE
-REBAR DOWEL TO BE CLEAN AND OIL FREE
MICHAEL C. ANDERSON
ichae Digitally
signed by
Michael
Anderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs Date:
FL. LIC. AR0017305 2021.12.28
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 1 34953
(772)418-2118 n 14:34:32
PLANS DESIGNED TO MEET THE REQUIREMENTS OF-05'00'
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
mm
MASTER PLAN REVISION
9-28-21
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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 NOTE) ON PLANS AS SUPPORTING GRAVITY LOADS
ONLY (NO UPLIFT LOADS)
ALL REQUIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE
EQUIVALENT GRASPABIUTY:
TYPE I: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE
DIAMETER OF AT LEAST 1 1/4" AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT
CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER
THAN 6 1/4' WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 1/4". FOGIES
SHALL HAVE A MINIMUM RADIUS OF 0.01".
TYPE 11: HANDRAILS WITH A PERIMETER GREATER THAN 8 1/4" SHALL HAVE A
GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE THE FINGER
z
RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4" MEASURED VERTICALLY FROM THE
ib
TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16" WITHIN
7/8" BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL
CONTINUE FOR AT LEAST 3/8" TO A LEVEL THAT IS NOT LESS THAN 1 3/4' BELOW
THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE
THE RECESS SHALL BE 1 1/4' TO A MAXIMUM OF 2 3/4'. EDGES SHALL HAVE A
MINIMU RADIUS OF 0.01'.
OPENING LIMITATIONS:
BALUSTERS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE RAILING
HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4' IN DIAMETER.
_
THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY A RISER,
M
TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6" IN DIAMETER.
i
5s
to
TOTAL STAIR RUN
CD
MINIMUM TREAD (NOT INCLUDING NOSING) a 10' WIDE
1" NOSING —
z LT5
°
N
a
o 8
/1X10 ST 1" NOSING
/2X12 TREAD -
PLYWOOD RISER -,
tIVOCKPLATE
2X4 P.T.
W T d: G PLYWOOD SUBFLOOR
- FLOOR TRUSS
NAIL (2)2X4 TO BOTTOM OF
FLOOR TRUSS 12' OR LESS IN
DEPTH
2X8 STAIR LEDGER - CONNECT TO FLOOR
/ TRUSS W/ (2)-10d NAILS AT 6" O.C. MAX.
/ OR EQUIVALENT
CONNECT CARRIAGE TO LEDGER
W/ (2)-1 TOE -NAILED
COMMONS STAGGERED EACH SIDE
CONNECT PLYWOOD RISER TO
TREAD WITH (4)-Bd NAILS
- 2X12 CARRIAGE AT SIDES AND
CENTER OF STAIRS WITH 2X6
SPACER AT SIDE WALLS -
CONNECT SPACER TO EACH STUD
WITH (2) 10d COMMONS
TYP. STAIR SECTION
NOTE:
:ATHING EXTENDS TO BOTTOM OF
DOND FLOOR STUD TO FLOOR TRUSS
D. SHEATHING I
IREMENT. AT TI
S12" 1ST FLOOR
AT FRAME WAL
Y 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 LIEU OF 2X4 BLOCKING
BTWN. RAILS AS PART OF
FLOOR TRUSS END CONST.
8d NAILS AT 3' O.C. AT
SHEATHING EDGES -
STAGGER NAILS BTWN.
PANEL EDGES —
ROOF TRUSSES OR 2x
RAFTERS AT 24' O.C. -
CONNECT W/ (2)16d MIN.
COMMONS TOE -NAILED TO
TOP PLATE
NOTE: ALL NAILHEADS---LT-----L"T
-- -TI-- ---L
SHALL PENETRATE PENETRATE THE
I•I I•I
FACE OF THE SHEATHING
BY MORE THAN THEl
I I I I
�I
NAILIHEAD THICKNESS
I•I
SIMPSONAT EACH
II II
STUD TO A
--J
---I-I'--- ll-----I
--
--
----1T T.I---
T_
NAILS AT 6" O.C. AT
I I I I
FIELD STUDS
I•I I•I I
)
I•I —'" I•I E
2x4 CONTINUOUS
BLOCKING ON EDGE OR
I I I I
FIAT - ALIGN WITH EDGE
I•I I•I E
OF EXT. SHEATHING
(LOCATE AT MID -WALL
t
t
I.I I•I �
II II
HT. W/ NO SHEATHING) -
l
8d NAILS AT 3` O.C. AT
I•I I•I
II II
I•I I•I
SHEATHING EDGES -
I,
STAGGER NAILS BTWN.
2x STUDS AT
PANEL EDGES
I•I I•I
II I
16" D.C.
�1
�1
I•I I
I•I I I
NO STRAP REQUIRED AT
(
STUD TO PLATE IF
I•I
SHEATHING CONTINUOUS TO
8d NAILS AT 3' O.C.
I I I ��
BOTTOM OF FLOOR TRUSS
HORIZ. AT 2x SILL PLATE
-1
I'I I•I I
II II
L I
L
FLOOR TRUSSES AT
_=_
=-
24' O.C.—\
2X4 BLOCKING BTWN.- - T
•-=--==--==--==-
- - T T - - •-
RIM BD. AT ALL
SHEATHING EDGES
I I• I I• I I
I
—2x4 BLOCKING BTWN.
I I• I I• I I
f�
RIM BD. AT ALL
SHEATHING EDGES
PROVIDE DOUBLE ROW OF 8d NAILS
8d NAILS AT 3" O.C. HORIZ.
AT ALTERNATE CONT. 2X6 TOP RAIL
AT TO' AND BOTTOM RIM
I.L.O. NAILING TO FLOOR TRUSS BLKG.
BD. OR TRUSS CHORD
BTWN. 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
CONIC. BLOCK EXT. WALL
(2) SMPSCN "HETA20"
STRAPS CONNECTING
GABLE END TRUSS TO
BLOCK WALL
I SIMPSON "LSTA36" STRAPS
INECTING 2ND STORY CORNER
TUDS TO GABLE END FLOOR
TRUSS - LOCATE 1 )r FROM
CORNER EDGE
PLAN
2x4 CORNER WALL STUDS
AT EACH
24" H. 2x4 SPACER W/ NO GAP
ATE
LIZ ABOVE WALL SILL PLATE
ALIGN STRAP IN CENTER OF STUD
DO NOT PLACE STRAP JOINT
BTWN. STUDS -^ ALIGN SOLID
BLKG. BELOW
INDICATES GABLE END
FLOOR TRUSS
FLOOR TRUSS - -
(2) SIMPSON 'LSTA38' STRAPS
OVER EXTERIOR SHEATHING
CONNECTING 2ND STORY CORNER
STUDS TO GABLE END FLOOR
TRUSS - PROVIDE SOLID
BLOCKING FOR STRAP NAILING
'LSTA24' OR
AT EACH
zBOTTOM PLATE
FIBERGLASS SHINGLES OVER 15# FELT (2" SIDE
LAP, 4" END LAP AND CAP NAILS AT 12" ON
'*�>
CENTER EDGE W ON CENTER FIELD) ON 12
19/32" COX PLYWOOD SHEATHING AND PER
PRE-ENGINEERED WOOD ROOF TRUSSES AT ELEy F_
2x4 OR 2x6 RIM BOARD(S)
24" ON CENTER MAXIMUM ( SEE ROOF NAILING
PROVIDE SOLID BLOCKING BTWN.
SERE MINGLE
PATTERN DETAIL FOR SHEATING)(SEE-,,
AT CORNERS
NAILING DETAIL FOR SHINGLES)
H
BLOCK WALL �(2) SIMPSON "HETA20" STRAPS BLOCK WALL
CONNECTING FLOOR TRUSS TD
CONIC. BLK. WAIT -NAIL TO
INSIDE FACE OF GABLE END
F`°'RUSS GABLE TRUSS
GABLE TRUSS END ELEV.
FASCIA TO BEALUM.
OVER 2 X 4
SUBFASCIA. _
SIDE ELEV.
2ND STY. CORNER HOLD-DOWN DETAIL
—2X4 DIAPHRAM BLKG. AT 24" O.C.
CONTINUOUS ACROSS 1ST (2) TRUSS BAYS
CONNECT TO EACH BOTTOM CHORD W/ (4)
10d NAILS
SIMPSON 'HETA20" STRAP
AT 24" O.C. PROVIDE SOLID
2x4 BLKG. BTWN. TO' / `"
BOT. CHORDS WHERE STRAP
DOES NOT ALIGN WITH
TRUSS VERTICAL
GABLE END FLOOR
TRUSS DETAIL
■■ice■I�It�_ ■ice'■
SEE ROOF PLAN FOR REQ'D
STRAP AT EA. MEMBER
REFER TO HEADER SCHEDULE
FOR SIZES
"SIMPSON "SPH$ 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
BD. / BLOCKING FOR
OPENINGS > 5'-O"
2x4 OR 2x6 RIM BD. BTWN.
FLR. TRUSSES - CONNECT
TO TRUSS W/ (4)16d NAILS
2x4 P.T. RIM BD. BTWN. FLR.
TRUSSES - CONNECT TO
TRUSS W/ (4)16d NAILS
DBL 2x4 SOLID BLOCKING
BELOW HEADER STUDS OF
( I 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 DETAI L
I
15/32' PLYWOOD
SHEATHING OVER
WOOD TRUSSES
CEMENTITI❑US
C❑ATING ON METAL
LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
J❑INT
CEMENTITI❑US
C❑ATING ON BLOCK
FLASHING DETAIL AT FLOOR FRAMING
ON MASONRY
GALVINIZED METAL OR
ALUMINUM DRIP EDGE OVER HURRICANE STRAP AT EACH
FASCIA TRUSS SEE ROOF PLAN
iiIII r-R-30 INSULATION
4'-0'
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 VENTED 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 A 16" ON CENTER
ONTINUOUS 2 X 4 BOTTOM PLATE
V
ONTINUOUS 2 X 4 TOP AND BOTTOM RAIL
ONNECTED TO FLOOR TRUSS WITH (4) 16d
AILS. BOTTOM RAIL TO BE 2 X 4 PRESSURE
REATED.
/4" TONGUE AND GROOVE PLYWOOD FLOOR,
AILED AND GLUED WITH Bd NAILS ® 12' ON
ENTER IN FIELD AND 6" ON CENTER AT
ANEL EDGES
RE ENGINEERED FLOOR TRUSSES ® 24" ON
CENTER MAXIMUM. PROVIDE DRAFT O)TO NG AREAS NO GREATER
N500S.TFE. PER u 2OD4 FLORIDA BUILDING
STOPPING
'
4'-0" '
DIAPHRAGM AREA FASTEN WITH 5d NAILS AT
" ON CENTER FIELD AREA AT 7' ON CENTER
�1
1/2' GYPSUM BOARD
�.4
f
SIMPSON HETA20 AT EACH FLOOR TRUSS. FILL
_
°
ALL HOLES WITH 1-1/2' X 10d NAILS. TRUSS
PARALLEL TO WALL -STRAP AT EACH TRUSS
W
` :�
VERTICAL (24" ON CENTER MAXIMUM)
=
y }
Z
r
CONTINUOUS GALVANIZED METAL WEEP SCREED
J
U
.`,-
8 X 8 X 16 CONCRETE KNOCKOUT BLOCK TOP
COURSE FILL ED WITH CONCRETE AND (1) /5
,.k
OUS
y
ONE #5 BAR DOWEL TIED TO 15 BAR DOWEL
+: f
AND TOP COURSE REBAR AT EACH
REINFORCED CONCRETE FILLED CELL AS
y
LOCATED PER FOUNDATION PLANS
L+
R-4 MINIMUM INSULATION REFER TO ENERGY
z
�•-i
CALCULATIONS FOR REQUIRED INSULATION.
y}
O
1/2' GYPSUM BOARD ON 1 X 2 MINIMUM
K
�.4
{
PRESSURE TREATED FURRING O 16" ON
CENTER
CEMENTITIOUS COATING OVER 8 X 8 X 16
d t
CONCRETE BLOCK
Iw
CA a
g
WOOD BASE
j o
'i
MINIMUM CONCRETE SLAB (2500 PS) WITH
N
IL4'
t
�
4" FIBERMESH OR 6 X 6 10 10 WWII OVER
j
VAPOR BARRIER WITH CLEAN COMPACTED
IN. TERMITE TREATED FILL
Z_
M
00
•y
XRADE
'i a. '
s • - • ONE #5 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
icha Digitally
signed by
I Michael
Anderson
Date:
MICHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs
FL. LIC. AR0017305 2r�21.12.28
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 14:34:46
(772)418-2118 n
PLANS DESIGNED TO MEET THE REQUIREMENTS OF-051��1
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-21
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MICRO
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PANTRY REF RNG
KIT. AT-REF./RNG.
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.
T-1 /2" DRYWALL
L KITCHEN
BASE CABINET
BARTOP DETAIL
WALL MTV ' T
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M. BATH VANITY
0
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NOTES.-
0
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OPEN TO
FAMILY ROOM
gINK
DW
KIT. AT SINK
PWDR
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.
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LLER
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2ND FLOOR BATH 3
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
licha Digitally
signed by
I Michael
Anderson
, n d e rs Date:
2021.12.28
n 14:35:09
-05'00'
FL. LIC. AR0017305
MASTER PLAN REVISION
9-28-21
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MICHAEL C. ANDERSON
Micha Digitally
signed by
el
Michael
Anderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD Anders2021.12.28Date:
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118 14:35:24
PLANS DESIGNED TO MEET THE REQUIREMENTS OF on -05'00'
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305
MASTER PLAN REVISION
9-28-21
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PROJECT
NO. 17-015-085
DATE DRAWN 9-28-21
SEAMIST 2215 B2
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 24 SQFT
ENTRY 27 SQFT
TOTAL 2703 SQFT
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& (3) 0.131 "0 ToeNails @ BC
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ALL LEDGER AND CONNECTIONS ;---------- - -----------------y
J 1
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TYPICAL
1'-4"
AT IAIT \/AI II T
FL(-)nP TPI I--
sae Digitally signed
by Michael
Anderson
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Date:
2021.12.28
14:35:48-05'00'
U I I IM.
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Digitally signed by Ryan M Bays
DN.
E=Ryan.Bays@WH Engineering. net, ', STATE OF
CN=Ryan M Bays, O=Whole House
Engineering LLC,
Ryan M Bays, L=Fort Pierce,
=Florida, C=US J l�� a R 1'D
Reason: I am approving this •.,•,,,,,• '
s
document
Date: 2021.12.1714:58:23-05'00' !�'11r 01ONI MW4 01
* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER.
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NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING
2
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DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL
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STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE
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REMARKS
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It is understood that above [:]APPROVED
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conditions have been reviewed &
are acceptable for the fabrication ❑ APPROVED AS NOTED
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at trusses, elevations, pitches,
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without previous written approval DATE
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representative. REVIEWED BY
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PLAN DATE
ARCH: 08/31/2021
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