HomeMy WebLinkAboutBuilding PlansPRODUCT APPROVAL SUBMITTAL FFIDAVIT
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:
PRODUCT
DESIGN
OPENING
PRODUCT
MODEL #
MANUFACTURER
GLASS
ATTACHMENT METHOD
APPROVAL
PRESSURES
ID
HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:
3068
EXTERIOR SWING DOOR
FIBER -CLASSIC
THERMA-TRU
3/16" TEMPERED
1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2.1/4"
TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
FL15225,.5
+40.0 - 40.0 PSF
W/ SDLT.
SMOOTH STAR
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
8068 S.G.D.
SLIDING GLASS DOOR
SERIES 100
MI WINDOWS AND DOORS
IMPACT GLASS
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
HEAD: SPACED 6" FROM CORNERS, 16" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 16"
FROM CORNERS, 16" O.C. MAX.
FL22401 a3
+/- 55.0 PSF (MIN)
O.C. MAX. SILL: SPACED 6"
WINDOW
SH 185
MI WINDOWS AND DOORS
IMPACT GLASS
ALL ANCHORS ARE #8 WOOD SCREWS (1MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 122"" MAX.MHORIZONTALLY AND VERTICALLY
FL17499.51
+/- 55.0 PSF (MIN)
0
Q
WINDOW
SH 185
MI WINDOWS AND DOORS
IMPACT GLASS
ALL ANCHORS ARE #8 WOOD SCREWS (1MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 122"" MAX.MHORIZONTALLY AND VERTICALLY
FL17499.9
+/- 55.0 PSF (MIN)
WINDOW
SH 185
MI WINDOWS AND DOORS
IMPACT GLASS
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL17499.9
+/- 55.0 PSF (MIN)
O
00
GLASS BLOCK
8"XS"X4" THICKSET
SERES GLASS BLOCK, INC.
IMPACT GLASS
PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEAD
AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH V. MIN. EMBEDMENT
FL25879.11
+/- 75.0 PSF (MIN)
Q
WINDOW
SH 185
MI WINDOWS AND DOORS
IMPACT GLASS
ALL ANCHORS ARE #8 WOOD SCREWS (1-1W' MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL17499.9
+/- 55.0 PSF (MIN)
WINDOW
SH 185
MI WINDOWS AND DOORS
IMPACT GLASS
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL17499.9
+/- 55.0 PSF (MIN)
O
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED
30# ASPHALT
TAMCO BUILDING
2", FASTENED WITH 1" ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS
FL12328.7
UNDERLAYMENT
SATURATED
ORGANINC FELT
PRODUCTS INC.
e< >>
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
TAMKO BUILDING
PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6.1/8" ABOVE BUTT
FL18355A
ASPHALT SHINGLES
CAMBRIDGE AR
>>
EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
PRODUCTS, INC.
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
AMERICAN CONSTRUCTION
THROUGH FASCIA AT 16" D.C.
FL12019
+!- 70.0 PSF (MIN)
EXTERIOR SOFFIT
ALUMINUM SOFFIT
MATERIALS
>>ATTACHED
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
"SAFETY EDGE"
TOWN & COUNTRY
PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9%2", 38 PSF:15.8" O.C. SPANS UP TO 5',
FL12856.2
+/-54.0 PSF (MIN)
HURRICANE SHUTTERS
STORM PANELS
INDUSTRIES, INC.
�� >>33
8.6" SPANS UP TO 9%2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9%2", 54 PSF:
11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2"
TABLE R3012(1)
,,..,
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN
SUBJECT TO DAMAGE FROM
WINTER
ICE BARRIER
UNDERLAYMENT
REQUIRED"
FLOOD
HAZARDSa
AIR
FREEZING
INDEX'
MEAN
ANNUAL
TEMP
d
Spas
Topographic
Weathennga
Frostline o
Termite c
DESIGN
TEI
LOAD
(mph)
effects (NA)
CATEGORY'
depth
N/A
See Fig. R301Z(4)
N/A
Negligible
N/A
Very
N/A
N/A
N/A
Heavy
For 51: 1 pound per square foot = 0.0479 kPa, 1 mile per hour= 0.447 Ms.
a. Weathering is "reglible" for concrete as determined from the W'eatherng 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)]. W nd exposure category shall be determined on a site -spec is basis in accordance
with Section R301.2.1.4.
e, The outdoce design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Flonda Building Code,
Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
I. Reserved.
g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood
Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the
panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended.
h. Reserved.
i. Reserved.
j. Reserved
k. Reserved.
NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES
WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS
THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE
SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450.
NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE
REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE
FLAME SPREAD INDEX OF NOT MORE THAN 200 AND
COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2
AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE
THAN 450.
*PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE
TYPE OF CONSTRUCTION: CBS X FRAME
BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED
ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH
NOMINAL (DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: 11
EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN BUILDING HEIGHT: 23'
OVERHANG:1.33 FT ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE)
SHUTTERS: YES NO X
IMPACT RESISTANT ASSEMBLY: YES X NO
ROOF LOAD:
TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF
BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF
(NON -CONCURRENT)
FLOOR LOAD:
TOP CHORD:
BOTTOM CHORD:
LIVE LOAD: 40 PSF DEAD LOAD: 10 PSF
LIVE LOAD: 0 PSF DEAD LOAD: 5 PSF
I have reviewed the above product approval
information and approved it.
Name: [((�(��ae, L
Signature,
Certification/ Number:�eOl
Date- (' /Z°It�
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
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 /
-28A PSF
50 TO 99.9
24.7 PSF ,1
-27.10 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 El
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
ASTER PLAN REVISION
1-23-15
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PROJECT
NO. 17-015-025
DATE DRAWN 12-2-19
SEAMIST 2215 131
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 200 SQFT
ENTRY 27 SQFT
TOTAL 2879 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
\ 17720 CUBIC FEET l
SHEET
CVR
14van 5�
CODE COMPL1A11
3T, LUCIE CQUN .
000C
"� 00"
20'-0"
x
O
■ ■ ------ ■ ■ o
1 L-_I
G
30"X30"x16" DP. ( G
CONC. FTG. W/ I 1 3-#5 E0
.W. 1
18'-0" I loonj
4'-0"
I o
S-10„ 5'-2„ 3'-8" 3,-10" S- (0" 1'-10" 3'-10„ 1'-4" 6'-8"
_ I A RECESS SL B - A
G .. . 1 AA I (4) X4 1 FOR S1 0
CO00
BRG. N I HB co
I oo
rn
I � I
4" 2500 PSI CONGn
I 1 I 12'-10 1/4" 1 1SLAB W/ FIBER MESI+1 ■
I ON 6 MIL. POLY -
VAPOR RE .
BARRIER OVER 1 9'-10 1/8"
I N' TERMITE TREATED
I K
CLEAN FILL COMPATED
`O AA o 1 I ( o °' M TO A MINIMUM I
Ew
<r I I a I LDENSITY OF 95% AS roi DETERMINED BY ASTM 1
N D-1557 1) SINK / I n
I 9'-11 1/4"
_ " I 0'-0'
BRG. REFRENCE
COLUMN,'
3 1 K I ®I CO) MN FINISHE
EFLOOR 11 1 I ■
1n BRG. I-
Eli12'-6 1/4" t_ I -5 /4" 24"x24"x12"DP. I =
CONC. PAD FTG. W/
AA (WASTE STACK TO SECOND I 3-#5 BARS E.W. o
17'-3 3/4 1
FLR. BATHROOM K K
0 1 IS'-7 1/8" 1 ( -
1 9 -10 1/4- (6)2X4 BRG.
in I__7 I I I r , COLUMN I■
I I I A
■ TUB II II 1
I f L J I t LAV. L I I I `j
I I I I 14'-7 5 8 n
I � ii N W.C. II / " I
COj c° LAV. j j r�i 30"x30"xl2"DP. I
o `+ o ii 00 o CONC. PAD FTG. W/ N ( ■
7 5/8" -2 1 _ J3 #5 BARS E.W.
■ = IAV �ul
- - - —f— / 1 (4)2X4 BRG o
COLUMN
a M N co
Ir-,I I I
1 � ,°� ® 9 wH II h c J 'coHWR. �L =J�
1RO H IN 1 I INDICATES C.M.U. CELL
RECESS SLAB I N ii 5'-0 3/4" = FILED W/ CONCRETE AND
�i'1 -5 5/8" 9'-10 /4" I o (1) 5 VERT. REBAR CONT. I
3 1/2" FOR FROM FOOTING TO TIE
SHWR. ■ I u�� BEAM (TYPICAL)
AC H C
�r"CHASE 1 1 B I =
I19'-8 3/4" I )5'-" 8" 1'-6" 5'-2" 2' 8"
4 CONIC. r
A/C PAD I I ■ ■ ■ ■ ■ ■
■ I DD jaw75/gIaG D
CURB 1 I a A
7 5/8" I ■
CURB „
24"X24"x16" OP.
CONC. FTG. W/ _
HEI I SLOPE DOWN 1" DD ■ - 3-#5 E.W. v
AT GAR. DOOR
= I I o
I
I ¢� F w k I I
10
��10
_ _ _ I 8'-p" 9'-O"
■ .. .
A
2' 6" 16'-0" 2'- "
21'-0" 17'-0"
38'-0"
DO DO
1 1
6 - 1Ox10 WWF
Ci5l
FIBER MESH
m3- 5 a GRADE
BAf S
o
AA DETAIL
1
6x6 - 10x10 WWF
OR FIBER MESH
CONC. 8"
SLAB
o
2- 1
BA S
2'-0"
C DETAIL
1
CONC. 1-#5
SLAB BAR
00
4"4� 8"
G DETAIL
1
CONC.
SLA71
2-#55
BAR 4„
�-� 4" 1'-4"
K \ DETAIL
1
6x6 - 1000 WWF
OR FIBER MESH
J=
w
2-# 0
ij� 1 i
BAR
8",'-4"
/ A \ DETAIL
1
w-
Q
o GRADE
I 12"(MIN)
BELOW
8",'-4"
D DETAIL
1
1-#5
CONC. BAR
SLAB
N
8" � W
,le �
H \ DETAIL
1
cn
w
>
2-#5
8"
',;16"j BARS
B DETAIL
1
w
w
CONC. a 1�7 5/8"
SLAB ( -
eo
CONC. 8" VARIES 8
SLAB
N SHOWER
RECESS
M
SHOWER
RECESS
N AT WALL
CONC.
SLAB.00
-# --- GRADE
BARS
M DETAIL
1
PIPE
SLEEVE
(DIA.
LARGER
THAN
PIPING
THRU
FTG.),
L DETAIL
1
3" MIN.
FTGPER
DEPTH
3" MIN. 3„ M _ DETAIL
-C FOOTING &
REBAR
1'-0" 1'-0" TRANSITION
PIPE THRU
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
T • . i -X,
0
20" 1
DD DETAIL
6x6 - 1000 WWF
OR FIBER MESH
SCONC. SLOPE
GRADE
3-# GRADE
BARS
20"
F DETAIL
1
5 1/2" FRAME
7 5/8" BLOC w
CONIC. °v Fr
SLAB
I
to
2-#5
8" V-4" BARS
/-J'\ DETAIL - S.G.D.
2" V.T.R. JI`
I
I
I
I
I
1
I
I
1 2" V.T.R.
ry I
2" j I j
M.VENT 1 1 2" I
SINK
I
I
1
I
I
i
1 2"
3"
W.C.
1
3"
2" V.T.R. I�
I
I
I
I
I
I
1
i 2"
.LAV
3"
i
i
I 2"
j WASH
I
I
1
2„
L.T.I 1�
3"
2"
TUB
cn
CONC. Li
w
SLAB >
H1 DETAIL
1
CONC.
SLAB
4"
Gt DETAIL
1
SECOND FLOOR
JL2" V.T.R.
I
I
I
I
k
I 1
I 1
I 1 2"
2" rLAV
TUB
LAV
3"
CLEAN
OUT
SCHEMATIC PLUMBING RISER
NOTE: ALL FOOTINGS DESIGNED FOR
2,500 PSF SOIL BEARING CAPACITY
'3"
W.C.
3" MAIN
12"
SH WR
TO SEWER
OR SEPTIC TANK
FOUNDATION PLAN
SCALE: 1/4" = 1'-O"
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
MICHAEL C. ANDERSON
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-23-15
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PROJECT
NO. 17-015-025
DATE DRAWN 12-2-19
SEAMIST 2215 B1
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 200 SQFT
ENTRY 27 SQFT
TOTAL 2879 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
A loO
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION
FL. LIC. AR0017305
(14)T ® 10" EA.
SECTION SEE SECTION/DETAIL SHEET A6.1
FOR ADD'L. INFORMATION
FIRST FLOOR
SCALE: 1 /4" = 1'-O"
18" SQ. COLUMN
ABV. PLANT
CNFI F TO (:I C
ARCH OPNG.
ADJ. TO PWDR. BATH
PLAN 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
LVL -
o
BEAM
LOFT
ao
n.�_
Op
36"H. 2x4 -
N z
KNEE WALL W/
DRYWALL CAP
-1 W
m N
00
CEILING -
COFFEJ
a r CLG.
U�
m IM.BRI FAMILY
ti
0w
FAMILY RM. BLDG. SECTION
(3)2x4 STUD
COLUMN AT
CORNER
2x4
2x4 BLKG.
024" O.C:
EDGE OF
CONC. BLk
BELOW -
12'-7 1 /2"
lflm
(3)2x4 STUD
COLUMN AT
� CORNER
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
O
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 W/
12" SIDELIGHT
64"X7"
3.1 S.F.
.19
.05
1
MUNTINS IN SOLT.
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
4
INT. DOOR
8
2068 BIFOLD
1
INT. DOOR
9
2468
2
INT. DOOR
10
4068 BIBASS
4
INT. DOOR
11
16070 OVHD. DOOR
1
GARAGE DOOR
WINDOW SCHEDULE
O
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
35 SH
52.125 X71 "X52.12"RX64.017
A
(ELLIPSE TOP)
LEG
24.9 S.F.
.55
.22
1
MUNTINS
B
35 SH
52.125"X62"
.54
.25
2
22.4 S.F.
C
25 SH
36"X62"
15.5 S.F.
.54
.25
2
D
4'W. X S-4"H.
48"X40"
DEFAULT
DEFAULT
1
GLASS BLOCK
13.3 S.F.
3050 SH (EGRESS)
35.375"X71"X25.9"RX64.017"
E
(ELLIPSE TOP)
LEG
.55
•22
2
MUNTINS
(FRAME WALL)
16.9 S.F.
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 STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
NOTES:
1. WOOD STUD SPACING: (UNLESS
OTHERWISE NOTED ON PLANS)
-EXTERIOR FRAME WALLS AT 16" O.C.
-INTERIOR FRAME BRG. WALLS
AT 16" O.C.
-INTERIOR FRAME NON-BRG. WALLS
AT 24" O.C.
-KITCHEN CABINET WALLS AT 16" O.C.
2. FRAME WALLS ARE DRAWN 3 1/2" WIDE
UNLESS OTHERWISE NOTED
3. CONC. BLOCK WALLS ARE DRAWN
7 5/8" WIDE UNLESS OTHERWISE NOTED
4. TOOL CONC. BLOCK JOINTS INSIDE
GARAGE WALLS (BRUSH & CLEAN)
S. DOOR & WINDOW ROUGH OPENINGS
SHALL BE PROVIDED BY BUILDER
6. TOP OF TYP. BLOCK WALL +8'-0"
UNLESS OTHERWISE NOTED
7. HEIGHTS ARE MEASURED ABOVE
TOP OF FOYER SLAB
8. SEE STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION
WALL LEGEND
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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
l Ll�al��
FL. LIC. AR0017305
f7777
N REVIEW REVISIONS
MASTER PLAN REVISION
1-23-15
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PROJECT
NO. 17-015-025
DATE DRAWN 12-2-19
SEAMIST 2215 B1
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SOFT
GARAGE 437 SOFT
LANAI 200 SOFT
ENTRY 27 SOFT
TOTAL 2879 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
A 2mO
TYP. STUD CORNER DTL.
SCALE. 3/4" = V-0"
lx6 P.T. BUCK SET IN DOOR THRESHOLD SET
CONC. OR MASONRY SEALANT AND SECURED W/ IN BED OF CAULK &
CASE HARD NAILS 0 12' O.G (MAX) FASTENED TO SILL W/
3/16' OIA. TAPCONS
A 18" 0/C
PERIMETER CAULKING
FLOOR COVERING ---�
DRYWALL BOARD CEb1ENi1TiOUS FINISH
DOOR TRIM PERIMETER CAULKING Od° °0 O 'd o QO° o
DOOR FRAME FASTENED THROUGH BUCK DOOR TRIM
W/ 3-i`/4" x 114" (MIN) TAPCONS,
WITH (1) TAPCON 0 PERIMETER CAULKING
6' MIN FROM EA. CORNER, AND CONCRETE SLAB
4 Ea SPACED TAPCONS ON EA. VERRCAL
LEG W/ MIN. EMBED OF 1 5/8'
HEAD/JAMB DETAIL
EXT DOOR
RIGHT SIDE ELEVATION
1 /8" = 1'-O"
16" OVERHANG
TYPICAL UNLESS
OTHERWISE NOTED
TOP OF PLATE
TOP OF SECOND
FINISH_ FLOOR _
TOP OF BLOCK
+8'-0.. A.F.F. --
RAISED QUOINS—
W/ 2" BEVELS
1'-4" _
CEMENTITOUS COATING _
ON BLOCK
RIDGE HEIGHT
+23'-1" A.F.F.
12
61
= I
4"' W. SCOF
12
16
SILL DETAIL
EXT DOOR
STUCCO FINISH
PERIMETER CAULKING
CONC. OR MASONRY
ix4 OR ix6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2- CASE HARDENED
J po COIL NAILS AT 24- 0/C.
00 MAXYWALL BOARD
CAULKING
DOOR FRAME
FASTEN THRU BUCK W/
W/ 3-1/4' x 1/4' (MIN)
TAPCONS AT 24 0/C. MAX
IN PREDRILLED HOLES
BY MANUFACTURER
JAMB/HEAD DETAIL
(SGD)
11122
61 d
l
_ _ TOP OF PLATE _ _ ___ _—_—_—_ EJ_—_
+17'-4" A.F.F. CEMENTITOUS COATING ON
MTL LATH o F- o ❑
3. 1
J N
TOP OF SECOND
— — FINISH FLOOR -- _ _—_ —
+9'-4 3/4" A.F.F. O O EJ
TOP OF BLK.F.
+8'-0" A.F.F.
TOP OF SLAB
a qu
H co
- +0'-0" A.F.F. If
REAR ELEVATION
1 /8" = 1'-O„
8"x8" RAISED BLOCK
(PROD. 3/4") TYP. (2) PLACES
4" W. RAISED
TR M AROUND
DOOR
Eli
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ATTACHMENT PER MFRS.
RECOMMENDATIONS
PRE-ENGINEERED
ROOF TRUSS �.
`IX2 NAILED TO TRUSS TAILS
W/ (2)-8d NAILS
LJ F"l.
CONCRETE "U" BLOCK
TIE -BEAM TOP COURS
HORIZ. 2X2 NAILED TO
VERT. lX2'S W/ 12d x
3-1/4" NAIL
SOFFIT DETAIL
`ATTACHMENT PER MFRS.
:E P N RECOMMENDATIONS
STAPLES 0 8" O.C. PER MFRS.
RECOMMENDATIONS
CONTINUOUS VENTED SOFFIT
N.T.S.
CEMENTITOUS COATING ON
MTL LATH
CONCEALED
i FLASHING
RAISED TRIM
(PROJ. 3/4")
1 /4" = 1'-O"
W. SCORED TRIM
TOP OF BLOCK
-- +8'-0" A.F.F.
i COATING
ON BLOCK
ao TOP OF SLAB
----- --- -+pr-O" A.F.F.
(REF. ELEV.)
l'-2 7/8"
rn
— GROUT BED
CONCRETE SLAB
SILL DETAIL
(SGD)
Ix3 OR 1x4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX.
CONC. OR MASONRY
DRYWALL BOARD
CAULKING
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16"0 1/4- TAPCON
SCREWS 0 24 0/C
MAX. IN PREORILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMENT111OUS FINISH
HEAD DETAIL
WIND❑W
TOP OF 2ND FLR.
_ _ _ TOP PLATE _
+17'-4" A.F.F.
TOP OF SECOND
_FINISH ----
+9'-4 3/4/4"" A.F.F.
—\—TOP OF BLK.
GARAGE —
BEYOND
TOP OF SLAB OL
+0'-0" A.F.F. —
r1-2
61 -
ALUMINUM FRAME
FASTEN THRU BUCK W/
3'16'x3 1/4" TAPCON
SCREWS A 24' 0/C
MAX. IN PREDRILLED
ALUMINUM FRAME
HOLES BY MANUFACTURER
`SECURE FRAME TO SILL
PERIMETER CAULKING
L1 W11H SILICONE
CEMENPTIOUS FINISH
CAULKING
CONC. OR MASONRY
10 OR Ix4 P.T. BUCK SET IN
SEALANT AND NAILED
Oa :OOo gO Qo a
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX
PRECAST OR POURED
SILT:
PERIMETER CAULKING
l \— DRYWALL BOARD
I— CAULKING
JAMB DETAIL SILL DETAIL
WIND❑W WIND❑W
CEMENTITOUS COATING ON
MTL LATH
O
EJ---- — - — - — - — - — - — - — - — - — - — -
CEMENTITOUS COATING
3=
ENTRY ON BLOCK
BEYOND ---- -----------------
LEFT SIDE ELEVATION
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.
2x4 VERT. AT EA. FACE OF
ARCH W/ (3) 10d NAILS AT
PRECAST LINTEL AT TOP
EA. END TOE NAILED WA2)
BLOCK COURSE
10d AT BUCK
2x4 SOLID BLOCKING (FULL
WIDTH OF WALL) BTWN.
A -A
P.T. (2) 2X4 BUCK
TOP OF BLOCK WALL
PLYWD. ARCH FACES W/ (3)
- CONNECT TO
10d NAILS THRU O.S.B. INTO
EA. 2x4
BLOCK W/ 3fs" x 3"
Ll
TAPCONS (1 1/4"
MIN. EMBEDMENT
P.T. (2) 2X4 BUCK -
INTO BLOCK)
CONNECT TO BLOCK W/ 3W x
3" TAPCONS (1 1/4" MIN.
2X4 VERT. BRACES
EMBEDMENT INTO BLOCK)
i
b 1'-2 7/8"
N
15/32" CDX PLYWOOD PANEL
(BOTH SIDES) NAILED TO BUCK
W/ 8d NAILS AT 4" O.C.
PROVIDE 31W x 3' TAPCON (1
2x4 SOLID BLOCKING (FULL 1/4" MIN. EMBEDMENT INTO
7 WIDTH OF WALL) BTWN. PLYWD. BLOCK) AT EA. SIDE BUCK—(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 C x 3" BUCK
CONTINUOUS
SECTION A -A
O
O
OG 8"
1'-0"
O
15/32" CDX PLYWOOD
PANEL (BOTH SIDES)
NAILED TO BUCK W/
8d NAILS AT 4" O.C.
PRECAST LINTEL AT TOP
BLOCK COURSE
BUILT—UP PLYWOOD OR
MASONITE BUCK — SCRIBE
BACKSIDE TO FIT ARCH,
CONNECT W/ 8d NAILS
ARCH
OPNG. LINE OF RECTANGULAR
ROUGH OPENING
ARCH IN
MASONRY OPNG.
DETAIL
„ MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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NO. 17-015-025
DATE DRAWN 12-2-19
SEAMIST 2215 B1
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 200 SQFT
ENTRY 27 SQFT
TOTAL 2879 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
A 3.0
PRECAST HEADER SCHEDULE
B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
64"
8F16-18
5365 PLF
2290 PLF
B-2
54"
8F16-1B
6113 PLF
2724 PLF
B-3
80"
8RF14-1B
3120 PLF
1651 PLF
B-4
70"
8F16-18
4360 PLF
2093 PLF
B-5
90"
8F16-1B
2661 PLF
1634 PLF
B-6
208"
8F16-1B
950 PLF
404 PLF
B-7
70"
8F8-113
1451 PLF
909 PLF
B-8
126"
8F16-18
1533 PLF
914 PLF
B-9
232"
81`16-16
750 PLF
347 PLF
16" HIGH GABLE END FLOOR —
TRUSS -SEE "GABLE END FLOOR
TRUSS CONN. DTL." ON SHT. A6.1
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PER TRUSS 2'-0"
SPAN
MANUFACTURERES
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to iu LINTEL- I ACING TRUSS E GINEERING
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SCALE: 1 /4" = 1'-O"
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ON SHT. A6.0
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BACK FROM FA(
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NOTE: PROVIDE TRUSS
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MANUFACTURER'S
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NOTE: OFFSET GABLE END
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NOTE: PROVIDE SIMPSON
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NOMINAL HEIGHT
REBAR AT TOP
7-5/8'ACT
8'
NOMINAL WIDTH
ROOF FRAMING PLAN
SCALE: 1 /4" = 1'-O"
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'-O" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3. AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK
ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24"
O.C. VERT 01 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HI891. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0")
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE
3/4" T&G
2X8 FLOOR JOISTS PLYWOOD
WITH SIMPSON SUBFLOOR
LUS28 AT ENDS -�
2X BLOCKING-"
DETAIL_
SCALE: 3/4"=1'-O"
3/4" T&G
2X8 FLOOR PLYWOOD
WITH SIMPS
LUS28 AT[
2X BLOCKIN
DETAIL
A4. SCALE: 3/4"=1'-0"
2ND FLOOR WALL
CONSTRUCTION
(TYPICAL)
n
16" DEEP FLOOR
TRUSSES
CONCRETE BLOCK
WALL
CONSTRUCTION
(TYPICAL)
2ND FLOOR WALL
f CONSTRUCTION
(TYPICAL)
16" DEEP FLOOR
TRUSSES
CONCRETE BLOCK
WALL
CONSTRUCTION
(TYPICAL)
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER PLAN
C�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
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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PROJECT
NO. 17-015-025
DATE DRAWN 12-2-19
SEAMIST 2215 B1
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 200 SQFT
ENTRY 27 SQFT
TOTAL 2879 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
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SURFACE MTD. CEILING FIXTURE
PENDANT FIXTURE
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CEILING PADDLE FAN
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WALL MTD. SMOKE DETECTOR
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CHIMES
CHIMES PUSH BUTTON
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110 V. GFI DUPLEX RECEPTACLE
220 V. RECEPTACLE
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CENTRAL VACUUM OUTLET LOCATION
�C1
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
2017 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
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FL LIC. AR0017305
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PROJECT
NO. 17-015-025
DATE DRAWN 12-2-19
SEAMIST 2215 B1
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 200 SQFT
ENTRY 27 SQFT
TOTAL 2879 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
A 5mO
FILE COPY
HURRICANE STRAP ® PRE-ENGINEERED TRUSSES
EA. TRUSS - REFER
TO FRMG. PLAN
CONNECT EA. TRUSS INSULATION PER
BOTTOM CHORD W/(2) PLAN 0 24" O.C.
16d MIN COMMONS
TOE -NAILED TO
TOP PLATE
SIMPSON "SPH4" AT EACH \--1/2" GYP. BD.
STUD TO TOP PLATE W/
12-10d X 1 1/2" AT EA.
1/2" GYP. , 1\-DBL. 2x4 TOP PLATE
PROVIDE R-11 BATT
INSULATION AT ALL
WALLS ADJACENT TO
NON -AIR CONDITIONED
ROOMS
SIMPSON "SPH4" AT EA.
STUD TO SILL PLATE W/
12-10d X 1 1/2" AT EA.
4" MIN. CONC. SLAB
(2500 PSI) W/ FIBER MESH
OVER VAPOR BARRIER OVER CLEAN COMPACTED
TERMITE TREATED FILL
FOOTING PER
FOUNDATION F
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
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. 15# FELT ON 15/32" CDX PLYWOOD SHEATHING
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
lx4 P.T.-
PLOYCEL SEALANT -
P.T. WOOD BUCK -
ALUMINUM WINDOW (REFER TO
FLOOR PLAN FOR SCHEDULE) -
MARBLE SILL -
1/2" DRYWALL ON 1x2 P.T.
FURRING 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)
HURR. STRAP ® EACH TRUSS
REFER TO CONNECTOR SCHED.
TYP. O.H.
R ROOF PLAN
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' D.C.
PRE-ENG. TRUSSES
AT 24' D.C.
2X4 45" CROSS BRACING
W/(2)16d NAILS AT EA.
TRUSS WEB MEMBER
2x4 45• CROSS BRACING SCHEDULE
SPAN BRACING REQ'D.
GREATER THAN 20 FT, SPACED 4'-0' O.C.
10 FT. TO 20 FT. (3) PAIRS AT 1/4
LESS THAN 10 FT. POINTS (1) PAIR AT
MIDPOINT
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0' D.C. REFER
TO FRMG. PLAN -
(2) 16d
COMMONS TOE
NAILED EA. SIDE -
_ - k TTOP_OF_BLOCK
T REFER TO EXT. ELEV.
® ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
WDW. HDR. HT.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
CEMENTITIOUS COATING OVER
8x8xl6 CONC. BLOCK
1-#5 VERT. BAR TIED INTO
#5 BAR DOWEL W/ STD HOOK
I AND RUNNING INTO LINTEL
(LOCATIONS PER FDTN. PLAN)
I- V TOP OF SLAB
' FINAL GRADE
III. STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
J- CONC. FTG. PER
FOUNDATION PLAN
TYP PYT RI nrk/ 1A/AI 1
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
15/32' CDX PLYWOOD SHEATHING
r- 2x4 BLKG. @ 48' O.C.
I "\L(2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
I 2X4 STRONGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF CONC. BLOCK
I
15/32' SHEATHING OVER GABLE
END TRUSS FASTEN WITH Sd
NAILS AT 6' D.C.
2X4 'T' OR 'L' STRONGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' D.C.
SIMPSON HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' D.C, MAX)
16d COMMON
NAILS AT 6' D.C.
TO 2x6 P.T.
PLATE
CEMENTITIOUS FINISH OVER FRAME
CONSTRUCTIION
APPLIED 2 LAYERS OF AN APPROVED
i
WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP.
EXPANSION JOINT
AATtNN CggEMENTITIOUS
2xFW'P4, PLATE
CONT. W/ 1/2'x
8' ANCHOR BOLTS
@ 32' D.C.
I
II LINTEL
II
I
2x4 STUDS 0 SPACING
II PER PLANS
I
I VERTICAL FILLED CELL
W/ 1-#5 BAR
(2) 16d
I CONC. BLOCK WALL 0 12" O.C.
I
(2)2x4 P.T. W/1/2" DIA.
COUNTERSUNK BOLTS
0 24" O.C. VERT
2 1/4" MIN EMBEDMENT_/x
II WITH 2" SQUARE X 1/8"
1 THICK HURRICANE WASHER
II DETAIL AT
n
11 -
I
TOP OF SLAB
L------
EXTERIOR FRAME WALL TO
CONC. BLOCK WALL CONNECTION
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 DOT. OF
NALL.J Al IL V.l..
rium. IV U.b. U1111
Jim
EQUAL EQUAL
!x6
I.T.
v 1/2" DIA L-BOLT
2x
N (8" LONG) W/ 2"
' WASHER AT
'
32" O.C. MAX.
M GARAGE DOOR
OPENING
N
ELEVATION
GARAGE DOOR DETAIL
`-(2) 10d
0 6" O.C.
3 1/4-
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. I'm = 1500 psi
8. REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
9. OMIT
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
11. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH
1/2" 3/4"
5/8" 7 /8„ 6..
3/4 1 d 7"
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R6OVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
12. MISSING DOWEL PLACEMENT:
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
5'
OROOF EDGE O I d
----------------I
tiro O O l O EDGE
- - - - - - - - - - - - - -
O I O lO 4'
RIDGE O
2 2 O
(�\e (D
lO ZONE 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
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
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 YELLC
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
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
10d ® 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 Q VAULT
SHEATHING PER PLAN
r-- 2x4 BLKG. 0 48" O.C.
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 EDITIOp
\L (2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
GABLE END TRUSS
- 7/16" OSB SHEATHING
OVER GABLE END
TRUSS FASTEN WITH
8d 0 6" O.C.
-NAIL EACH TRUSS
VERTICLE WEB MEMBER
TO 2 X 4 BLKG WITH
(2) 1Od
- 2 X 6 0 16" D.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/l /2"
DIA. ANCHOR BOLTS
0 24' O.C.
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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PROJECT
NO. 17-015-025
DATE DRAWN 12-2-19
SEAMIST 2215 B1
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 200 SQFT
ENTRY 27 SQFT
TOTAL 2879 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE
17720 CUBIC FEET
SHEET
USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS
WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE
THROUGH THE WOOD DECK BY AT LEAST 1/8"
PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE
AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE
ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE
SHINGLE SIDE VIEW
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE
N.T.S.
FIN CORWINDOW TOP
NER
- - CORNER-_'
ORNER NAILING
FLASHING
TAPE - -
CORNER
FLASTAPERING
FLASHING
TAPE
SIDE
FLASI
TAPE
SIDE CHECKRAIL
(LASHING
TAPE - - . - -
WINDOW BOTTOM
SILL FLA
SIL
1. CUT THE WATER RES111VE BARRIER (1C) Iw RESISTIVE BARRIERI
1 R IST CUT-� 1I
I --- I I� 4TH CUT.
1 MAKE A 6" CUT
�3RD� I FROM EACH TOP UP
I 1 + CUT
I I CORNER AT A 450
I ANGLE TO ALLOW THE
1 I 450 1 WATER BARRIER TO
I TYP I I BE LAPPED OVER THE
I I I I FIN AT THE HEAD OF
1 1 '�2ND� 1 I THE WINDOW.
O�-CAL-�
L-------------
2. FOLD THE WATER RESISTIVE BARRIER (iD). 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 (x- 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 (113).
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 RESTIVE 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.
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS
SHOWN.
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN.
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C)
4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES
OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL
CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE
COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE
BARRIER AT BOTH UPPER CORNERS OF THE WINDOW.
NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D)
SPH4 (TOP —
PLATE TO STUD
CONNECTOR) TYP.
2x CONT. STAGGERED
MID -WALL BLOCKING
(WALLS OVER 10' HT
PROVIDE BLOCKING 0
4'-0" O.C. MAX.
1
1 EXTERIOR
1
I 1
I 1
I 1
I 1
I 1
1 1
I O I
I 1
I
I 1
I 1
I 1
I I
L--- 1
n
2x STUD 0
16" O.C.
ROOF TRUSSES OR 2x RAFTERS
(2)2X W/ PLYWD. 0 24" O.C. CONNECT W/(2)
SPACER BEAM 16d MIN. COMMONS TOE -NAILED
AS NOTED PER PLAN TO TOP PLATE
fSEE ROOF PLAN FOR REQ'D
STRAP AT EACH MEMBER.
SPH4 (TOP
PLATE TO BEAM
CONNECTOR)
0 16" O.C. TYP.
LSTA24
(BM. TO STUD
FLAT ARCH CONNECTOR)
T P PER 11
PLAN
TRUSS TO PLATE ANCHOR, STUD
TO TOP OR SILL PLATE ANCHORS,
AND BOLTS TO SLAB NOT REQ'D
AT INTERIOR BEARING WALLS NOTED
FRAME OPNG. ON PLANS AS SUPPORTING GRAVITY
PER PLAN LOADS ONLY (NO UPLIFT LOADS).
6„ (PROVIDE (2)
MAX. CONNECTORS SPH4 (STUD TO BOTTOM
FOR SPANS PLATE CONNECTOR)
OVER 6OR NUMBER TO MATCH
AS NOTED) NUMBER OF STRAPS
\ ABOVE OPENING
-1/2" DIA. EXP. BOLT (2 -Y4" MIN. EMBEDMENT)
W/ 2" X X" THICK WASHER 0 24" O.C.
(PLATE TO SLAB CONNECTOR)
FRAME BRG. WALL TO
SLAB CONNECTOR DETAIL
EXT. WALL OR INT. BRG. WALL
PLYWOOD SHEATHING
OVER WOOD TRUSSES
CEMENTITIOUS FINISH
ON METAL LATH
3 alw-1 T31
(2) LAYERS 1511
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
JOINT
STUCCO FINISH ON
BLOCK
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
STEEL, h
OR Wool
PANEL
ANCHOR!
EXPANSII
STRIP &
0 JAMB
HEAD LC
(ONLY)
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 0
CII I I MdTl1N
�c,.m n.n nvrv�
GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE)
MORTAR: TYPE "S" PER ASTM C 270.
REINFORCEMENT: LADDER TYPE, 9-GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WIRES AT 16' O.C.,
HOTT DIPPED GALVANIZED.
PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4". HOT -DIPPED GALVANIZED, AT BOTH
JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10
WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HB.TI KWIK BOLT II.
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 —�
ROOF TRUSS
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.
2x8 RIDGE BOARD --
2x6 RAFTERS AT 24" O.C.
MAX. - TOE -NAIL TO RIDGE
BD. W/ (2) 10d NAILS —
2x4 VERT. STUDS
0 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW) -
ROOF
SHEATHING
SIMPSON STRONG -TIE
"H 2.5"
AT EA. END OF 2x4
PRE-ENG'RED SEE VERT. STUD
TRUSSES NOTE #4
NOTES:
SEE
I. 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"
(4) 10d NAILS 12
-
PROVIDE 2X4 BLKG
0 16" O.C. BEHIND
GABLE END TRUSS
SECOND FLOOR
BRG. WALL HT.
+17'-4" A.F.F.
P.T. 2X4 LEDGER BD.
W/ 1/4- DIA. TAPCONS
(2-3/4" MIN.
EMBEDMENT) SPACED 2>_0
16" O.C.
R❑❑F AT SLIDING
2- i 3/4"X,6" H. GLASS DOOR DETAIL-1 STORY
LVL BEAM
0
CEMENTITIOUS COATING ON
LATH OVER 2 LAYERS 15#
OVER 15/32" CDX PLYW00[
OVER GABLE END TRUSS
GALV. METAL
FLASHING
2X4'S 0 16" O.C.
FIBERGLASS SHINGLES
OVER 15# FELT ON
7/16" OSB
(3) 10d NAILS
_TOP OF BLOC
PER PLAN
2X FASCIA
W/ DRIP EDGE
- 2X4'S ® 16" O.C.
-1/2" EXT. GYP. BD.
-SIMPSON LU24
@ EACH JOIST/
LEDGER BD. CONN.
z m
3/4" DIA. X 6" DEEP HOLE FOR
w
#5 BAR SET IN EPDXY ADHESIVE
16" HIGH FLOOR TRUSS AT
0
24" O.C.
TOP OF BLOCK WALL
GROUT SOLID AT
TOP OF CELL
FIRST FLR. STUD
I
BRG. WALL
I
II
SAWCUT APPROX. 4"W. X 24"H.
OPENING IN WALL
II
I
25" MIN. LAP OF REBARS
SPH4 EA. END OF BM
& 0 16" O.C.
- ROOF
TRUSS
`- LVL BEAM
(3)LSTA24 BEAM/TRUSS
TO STUD CONNECTOR
(4)2x4 STUD COLUMN
LSTA36 STUD (3)LSTA36 STUD
TO STUD TO STUD CONNECTOR
0 cnw -- PROVIDE SOLID STUD
= jo BLKG. IN FLOOR TRUSS SPACE
io t-� I llL:L
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
SAWCUT APPROX. 4"W. X 24"H.
OPENING IN WALL
25" MIN. LAP OF REBARS —
3,000 PSI CONCRETE FILLED CELL
W/ #5 BAR
SAWCUT 1"W. OPENING IN WALL
FROM TOP TO BOTTOM FOR FULL
HEIGHT REBAR PLACEMENT INTO
CELL - FILL SOLID W. CONCRETE
SLAB
3/4" DIA. X 6" DEEP HOLE FOR
z wm
w #5 BAR SET IN EPDXY ADHESIVE
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
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)
FL. LIC. AR0017305
PLAN REVIEW
MASTER PLAN REVISION
1-23-15
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SHEET
A 6ml
RILE COPY
STUDS ALIGNED STUDS UNALIGNED
BETWEEN FLOORS BETWEEN FLOORS
2-STY. INTERIOR BEARING WALL STRAPPING
STRAPS AND BOLTS NOT REWIRED 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
EQUIVALENT GRASPABILITY:
TYPE I: HANDRAILS WITH A CIRCULAR CROSS SECTION SHAD. HAVE AN OUTSIDE
DIAMETER OF AT LEAST i 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'. EDGES
SHALL HAVE A MINIMUM RADIUS OF O.O'.Al
TYPE II: HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4' SHALL HAVE A
GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER
x
RECESS SHALL BEGIN %THIN A DISTANCE OF 3/C MEASURED VERTICALLY FROM THE
TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16WITHIN
7/8' BELOW THE NICEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL
is
CONTINUE FOR AT LEAST 3/8- TO A LEVEL THAT IS NOT LESS THAN 1 3/4- BELOW
w
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'. EDGE$ SHALL HAVE A
MINIMU RADIUS OF 0.01'.
OPENING UMITATIONS:
gg
BALUSTERS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE RAKUNG
2
HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4' IN DIAMETER.
i
THE TRIANGULAR OPENINGS ATA THE OPEN SDP A STAR, BY RISER,
S
I
TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6' IN DIAMETER.
S SPHERE
i
?F
a
TOTAL STAIR RUN
m
MINIMUM TREAD (NOT INCLUDING NOSING) = 10' WIDE
1' NOSING
#I' T @ G PLYWOOD SUBFLOOR
IXIO STRIN
FLOOR TRUSS
1' NOSING
VIAL ( TO BOTTOM OF
FLOOR TRUSS 12' OR ITS$ IN
TRUSS
2X92 TREAD
-
DEPTH
#L' PLYWOOD RISER
/
/
x
2X8 STAR LEDGER - CONNECT TO FLOOR
TRUSS W/ (2)-10d NAILS AT 6- O.C. MAX.
OR EQUIVALENT
T
d
/
15
/
CONNECT CARRIAGE TO LEDGER
6
W/ NAILED
�
6
/
/
S STAG RE
EACH
COMMONS STAGGERED FACT SOLE
aM
a
/
CONNECT PLYWOOD RISER TO
/
TREAD WITH (4)-8d NWLS
r
/
W2 CARRIAGE AT SIDES AND
CENTER OF STAIRS WITH 2X6
/
SPACER AT SIDE WALLS -
g
CONNECT SPACER TO EACH STIR)
WITH (2) 10d COMMONS
/
/
/ 2X4 P.i. KID( PLATE
/
TYP. STAIR SECTION
NOTE:
EATHING EXTENDS TO BOTTOM OF
)ONO FLOOR STUD TO FLOOR TRUSS
D. SHEATHING 1
iIREMENT. AT TE
S12' 1ST FLOOR
. AT FRAME WAU
0' 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 Sd NAILS AT 3' O.C. EXT.
SHEATHING NALING 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 2.4 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.0 -
CONNECT W/ (2)16d MIN.
COMMONS TOE -NAKED TO
TOP PLATE —
NOTE ALL NAILHEADS _-.
SHALL PENETRATE THE It
FACE OF THE SHEATHING
BY MORE THAN THE
NAILREAD THICKNESS
-J
_-
-----TT---TI----
I I1 It
II II 11
•I I I
II II l
-LL--- y-- -J
-_
STUD ro rH�4 PATLACN
-_
-_--FF_---.n---.��
ed NAILS AT 6" O.C. AT
FIEND STUDS
I.1 I•I (�
2X4 CONTINUOUS
BLOCING ON EDGE OR
I ( I 1
FLAT - AUOI WITH EDGE
OF EXT. SHEATHING
I.1 I.1
(LOCATE AT MO -WALL
It
I I I I
-1 1•I
I II It
HT. W/ NO SHEATHING) -
Bd NAILS AT 3' O.C. AT I1
.1 1.1 It
I 11 l
1•I I•I It
SHEATHING EDGES -
STAGGER NAILS STWN!
II II
2x STUDS AT
PANEL EDGES I
I.1 I•I
II II �
16" D.C.
I I
NO STRAP REQUIRED AT
I
I I 1 I
STUD TO PLATE IF
It
I.1 •I`��ti
SHEATHING CONTINUOUS TO
8d NAILS AT 3' O.C. 11
11 11 \,�It
BOTTOM OF FLOOR TRUSS
HORN. AT 2X SILL PLATE
I.1 1•I
II 11
L•1----1.1----J
-_ FLOOR TRUSSES AT
24' O.C.
2X4 BLOCKING BTWN.--
RIM BD. AT ALL
SHEATHING EDGES�
i i,
2X4 BLOCK RIG BTVN.
1
1 I• I I
RIM EKE AT ALL
SHEATHING EDGES
VIALS
PROVIDE DOUBLE ROW OF 84
8d NAILS AT 3' O.C. HORIZ.
AT TOP AND BOTTOM RIM
AT ALTERNATE CUNT. 2X6 TOP
RAIL
OD' OR TRUSS CHOP
LLO. NAILING TO FLOOR TRUSS
BLKG.
BTWN. RAILS
EXT. WALL SHEATHING
DETAIL AT 2-STY.
REQUIRED NAILING PATTERN AS
NORD FOR SHEATHING TO ACT AS
UPUFT LOAD CONNECTOR BETWEEN
WALL STUDS AND FLOOR TRUSSES
CONC. BLOC( EXT.
T EACH
RE
'LSTA24' OR
AT EACH
IOTTOM PLATE
INDICATES GABLE END
FLOOR TRUSS -.
PLAN
BLOC( WALL J
(2) SIMPSON 'HETA20-
STRAPS CONNECTING
GABLE ENO TRUSS TO
BLOC( WALL
I SIMPSON 'LSTA36' STRAPS
INECTING 2ND STORY CORNER
TUDS TO GABLE END FLOOR
i RUSS - LOCATE 1 )Q FROM
CORNER EDGE
2X4 CORNER WALL sTuo$
I
-24' H. 2X4 SPACER W/ NO GAP
ABOVE WALL SILL PLATE —
ALIGN STRAP IN CENTER O STUD
DO NOT PLACE STRAP .KIINT
SEWN. STUDS - ALIGN SOUD
BLKG. BELOW
CONNECTING 2ND STORY CORNER
STUDS TO GABLE END FLOOR
TRUSS - PROVIDE SOLID
BLOCKING FOR STRAP NAILING -
- 2X4 OR 2X6 RIM BOARD(S)
PROVIDE SOLID BLOCKING STWN.
AT CORNERS
(2) SIMPSON 'HETA20' STRAPS
CONNECTING FLOOR TRUSS TO
CONIC. SLK. WALL - NAIL TO
INSIDE FACE OF GABLE END
FLOOR TRUSS
�. BLOOC WALL
GABLE TRUSS
FNn FI F\/
UA13LE I KU55
SIDE ELEV.
2ND STY. CORNER HOLD-DOWN DETAIL
—2X4 DIAPHRAM BLKG. AT 24' O.C.
CONTINUOUS ACROSS IST (2) TRUSS BAYS
CONNECT TO EACH BOTTOM CHORD W/ (4)
10d NAILS —T
SIMPSON 'HETA20' STRAP
AT 2C O.C. PROVIDE SOLID
2X4 BIRD, BTWN. TOP /
GOT. CHORDS WHERE STRAP
DOES NOT ALIGN WITH
TRUSS VERTICAL
GABLE END FLOOR
TRUSS DETAIL
SEE ROOF PLAN FOR REOD
STRAP AT EA MEMBER
REFER TO HEADER SCHEDULE
FOR SIZES
SIMPSON 'SPH4° AT 16' O.C.
ACROSS HEADER SPAN
SMPSON 'LSTA24' STRAP
AT HEADER STUD TO BEAM
(2) STRAPS EACH SOX WITH
(4) OR MORE TRUSSES
ACROSS OPENING
TRUSS
BE ALUM.
a
TxO
15/32' PLYWOOD
SHEATHING OVER
WOOD TRUSSES
CEMENTITIOUS
COATING ON METAL
LATH
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
JOINT
CEMENTITIOUS
COATING ON BLOCK
SIMPSON 'LSTA24' STRAP
AT HEADER STUD TO RIM
80. / BLOCKING FOR
OPENINGS > 5'-0'
20 OR 2X6 RIM SO. BTWN. FLASHING DETAIL AT FLOOR FRAMING
FLR. TRUSSES - CONNECT
TO TRUSS W/ (4)16tl NAVES O N MASONRY
2.4 P.T. RIM BD. BTWN. FLR.
TRUSSES - CONNECT TO
TRUSS W/ (4)ifid NAILS
DBL. 2X4 SOLID BLOCKING
BELOW HEADER STUDS OF
OPENINGS > 5•-D'
SIMPSON'HETA2O' STRAP AT
EACH FLOOR TRUSS END OR
24' O.C. AT GABLE ENO TRUSS
2-STY. EXT. FRAME
WALL CONNECTOR DETAIL
FIBERGLASS SHINGLES OVER 15/ FELT (Y SIDE
LAP, a' END LAP AND CAP NAILS AT 12' ON
CENTER EDGE 24- ON CENTER FIELD) ON 12
15/32' COX PLYWOOD SHEATHING AND PER Ii
PRE-ENGINEERED WOOD ROOF TRUSSES AT ELEV.
2e ON CENTER MAXIMUM ( SEE ROOF NAILING
PATTERN DETAIL FOR SHEATING) (SEE SHINGLE
NAILING DETAIL FOR SHINGLES)_
GALVINIZEDMETAL OR
ALUMINUM GRIP EDGE OVER 00,HURRICANE STRAP AT EACH
FASCIA TRUSS SEE ROOF PLAN
/-R-19 INSULATION
ON ENTER FIELD AREA AT T' ON CENTER R
1/2' GYPSUM BOARD
CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH
SIMPSON SPH4 AT EACH STUD
CONTINUOS ALUMINUM VENTED SOFFIT
CONTINUOUS 2 X 4 SOLID WALL BLOCKNG 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
IS# FELT OVER 15/32' COX PLYWOOD SHEATHING
SEE DETAIL FOR REQUIRED NAILING PATTERN
2 X 4 STUDS O 16' ON [ENTER
TINUOUS 2 X 4 BOTTOM PLATE
CONTINUOUS 2 X 4 TOP AND BOTTOM RAIL
CONNECTED TO FLOOR TRUSS WIN (4) t6d
NAILS. BOTTOM RAIL TO BE 2 X 4 PRESSURE
TREA IFD.
3/4' TONGUE AND GROOVE PLYWOOD FLUOR.
NAILED AND aUED WITH M NAILS O 12' ON
CENTER IN FIELD AND 6' ON CENTER AT
PANEL EDGES
PRE ENGINEERED FLOOR TRUSSES O 24' ON
CENTER MAXIMUM. PROVIDE DRAFT STOPPING
TO SEPARATE CEILING AREAS NO GREATER
THAN 500.5F. PER 2064 FLORIDA BUILDING
CODE 2305.2
FASTEN WITH Stl NAILS
WN'NNAUMCEN
CAT
ER FIELD
° ON CENTER FIELD AREA AT T ON CENTER
ENTER
1/2° GYPSUM BOARD —�
SIMPSON HETA20 AT EACH FLOOR TRUSS. FILL
!4r
ALL HOLES NTH 1-1/2' X 10d NAILS. TRUSS
PARALLEL TO WAU.-STRAP AT EACH TRUSS
VERTICAL (24' ON CENTER MAXIMUM)
Z
.♦
Z
:.•
CONTINUOUS GALVANIZED METAL WEEP SCREED
U
`.
B X 8 X 16 CONCRETE KNOCKOUT BLOCK TOP
Cr
COURSE FILLED WITH CONCRETE AND (1) 15
H-
BAR CONTINUOUS
O
y.
:..
ONE /5 BAR DOWEL TIED '10 /5 BAR DOWEL
AND TOP COURSE RESAR AT EACH
.�
REINFORCED CONCRETE FILLED CELL AS
L
LOCATED PER FOUNDATION PLANS
O
4
R-4 MINIMUM INSULATION REFER TO ENERGY
Z
4X
CALCULATIONS FOR REQUIRED INSULATION.
J
�t
a
1/2' GYPSUM BOARD ON i X 2 MINIMUM
I
s$
PRESSURE TREATED FURRING O 16' ON
p
Y
CENTER
LL
I
OVER 8 X 8 % 16
w
'!�
CONCRETE
N qq ~ WOOD RASE
g is 4- MINIMUM CONCRETE STAB (2500 PSI) WITH
iN y a• FIBERMESH OR 6 X 6 10/10 WWIA OVER
Z 'A IN. FTVAPOFILLOEAN COMPACTED
r:.
FINAL GRADE ji
OIX
ONE �5 BAR DOWEL TIED TO FOOTING BERM
AT EACH REINFORCED FILLED CELL AS
LOCATED PER FOUNDATION PLAN.
MN%UM MONOLITIC SLAB EDGE FOOTING PER
FOUNDATION PLAN
TYPICAL EXT. 2-STORY WALL SECTION
SCALE 1/2- - 1'-0-
MICHAEL C. ANDERSON
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
41
i,
-IZGI�f .
FL. LIC. AR0017305
MASTER PLAN REVISION
1-23-15
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42 MICRO 42
0 00 0
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B24 0
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
WOOD
TRIM NOTE:
NO REVEAL BETWEEN
BACKSPLASH AND TOP
WALL IVI ' T
0
00
M. BATH VANITY
0
00
OPEN TO
FAMILY ROOM
SINK-
0
KIT.
PWDR.
DA
AT SINK
ALL MTD. LT.
M.C� /
1.1
0 I— _
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rn > o
FILLER—/
2ND FLOOR BATH 3
MIRROR
W.C.
2x4 STUDS
AT 16" O.C.
ry 1 /2" DRYWALL NOTES:
KITCHEN 1. BATHROOM TOWEL BARS AT 54 A.F.F.
BASE CABINET
2. BOTTOM OF MEDICINE CABINETS AT
50" R.F.F.
3. TOP OF BATHROOM SHOWER TILE
AT 7'-0" A.F.F.
4. SHOWER HEADS AT 6'-8" A.F.F.
BARTOP DETAIL
I IL..LLI\ r ILLCf\
KIT. AT CAB. WALL
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIOP
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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PROJECT
NO. 17-015-025
DATE DRAWN 12-2-19
SEAMIST 2215 B1
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 200 SQFT
ENTRY 27SQFT
TOTAL 2879 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
17720 CUBIC FEET
SHEET
A 7mO
ell a ^^D%f
DRYER VENT
HVAC PLAN
REF.
RUI`
FLC
TRU`.
PAN GUARD
LOW Y(WAGE
ELEOFIRICAL. POWER sUFPLY ..-
.. COIL Gumo
CONCRETE PAD
I
r
8MP NMWMTWNAL NLARRRRANE HOLD 'DOWNS
INSTALLED PER CCW cohlOETI m COIL
t �-- REr-W6- OUN ssE CONNECTX4�
COWRESSOR ACCESS PANEL
vE s r'�oxsO t.�'�r +�uvE
WMEnW SW=K UHEr
W/)NSULATION
REfeWIGERAYT LIQB/(D U
AIR COOLED CONDENSING UNIT SLAB MOUNTED aa-s.
TYPE
MODEL
INDOOR MODEL
BRAND
DESCRIPTION
EFFICIENCY
SOUND
CAPACITY
SENSIBLE CAPACITY
LATENT CAPACITY
AHRI REFERENCE NO.
AIR SOURCE HEAT PUMP
CH14NB042*0**A*
AIR SOURCE HEAT PUMP
8.2 HSPF
0
41000 BTUH
N/A
N/A
N/A
RETURN
GRILLE
AIR SOURCE HEAT PUMP
CH14NBO42*0**A*
FB4CNP048L
AIR SOURCE HEAT PUMP
14 SEER
0
40000 BTUH
30000 BTUH
10000 BTUH
9162731
SUPPLY DUCT
A.H.U.
DRYWALL STAND
AIR HANDLER DETAIL
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDIIION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
1-23-15
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PROJECT
NO. 17-015-025
DATE DRAWN 12-2-19
SEAMIST 2215 B1
st FLOOR LIV. 1330 SQFT
nd FLOOR LIV. 885 SQFT
GARAGE 437 SQFT
LANAI 200 SQFT
ENTRY 27 SQFT
TOTAL 2879 SQFT
F772
BIC FEET
SHEET
KNO1111
SCALE 1 /4" = 1'-0"
FILE COpy