HomeMy WebLinkAboutAPPROVED, 17-015-067 Construction Plans 6.16.21PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, 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
FIBER -CLASSIC
HEAD:1/4'" X 3-3/4"" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:
I SDLT.
EXTERIOR SWING DOOR
SMOOTH STAR
THERMA-TRU
3/16" TE EED
1/4"" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS,14"" O.C. MAX. SILL: 1/4" DIA. X 2-1/4"
FL21135.11
+40.0 - 40.0 PSF
TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX
16070 OVHD
OVERHEAD DOOR
MODEL 9100
WAYNE DALTON
«»
WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK
FL9174.8
+39.2 -43.7 PSF
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN, EMBEDMENT)
8068 S.G.D.
SLIDING GLASS DOOR
SERIES 420
MI WINDOWS AND DOORS
3/16" TEMPERED
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"
FL15332.9
+/- 58.2 PSF (MIN)
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
0
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
0
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL1749.2
+/- 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 1-075.0
+/- 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)
{�
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL1799.2
+/- 60.0 PSF (MIN)
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS
Q
FIXED GLASS
FIXED 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS,
FL15349.1
+/- 55,0 PSF (MIN)
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX.
30# ASPHALT
TA CO BUILDING
30 FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2"", FASTENED WITH 1"' ROUND
UNDERLAYMENT
SATURATED
PRODUCTS, INC.
« >>
PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF
FL1232 .7
ORGANINC FELT
THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C.
TAMCO BUILDING
GALV. ROOFING NAILS, 11 OR 12 G., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE
ASPHALT SHINGLES
'
HERITAGE
PRODUCTS, INC.
« >>
4 NAILS PER SHINGLE PLACED 6-1/8"" ABOVE BUTT EDGE, APPROX. 1" & 13-1/2" FROM EACH END 1/2" ABOVE EACH CUTOUT.
FL1 355.1
AMERICAN CONSTRUCTION
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
EXTERIOR SOFFIT
ALUMINUM SOFFIT
MATERIALS
« >>
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
+/- 70.0 PSF (MIN)
HURRICANE SHUTTERS
28 GAUGE GALV.
EASTERN METAL SUPPLY
«»
ALL ANCHORS ARE 1/4"" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
SPACING OF ANCHORS PERMANUFACTURER'S SPAN CHART
FL 27.1
PER MANUF.
STEEL STORM
SPAN CHARTS
PANELS
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN f
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS"
AIR
FREEZING
MEAN
ANNUAL
Speedd
Topographic
Weathering'
Frost lineb
Termitec
LOAD
(mph)
effectsk (NA)
CATEGORY
depth
TEMPO
REQUIRED"
INDEX'
TEMPI
N/A
See Fig. R301.2(4)
N/A
Negligible
N/A
Very
N/A
N/A
N/A
Heavy
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined
from ASTM C 34, C 55, C 62, C 73, C 90. C 129, C 145, C 216 or C 652.
b. Reserved.
C. Termite infestation per Figure R301.2(6) is "very heavy."
d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site -specific basis in accordance
with Section R301.2.1.4.
e. The eutdooe 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 floodp€ain 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 WALL AND CEILING FINISHES COMPLIES WITH THE
REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE
FLAME SPREAD INDEX OF NOT MORE THAN 200 AND
COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2
AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE
THAN 450.
ATTIC VENTILATION CALCULATION:
VENTILATION REQUIRED:
ATTIC AREA = 2,353.3 SQ. FT.
VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT.
PARAMETERS: -
LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43,.1"11, 8" ' W[DE SOFFIT = 49.0'
SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SO. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SO. IN. / SQ. FT. X 1 SO. FT. j 144 SQ. IN. = 24.14 SQ. FT.
CONCLUSION:
VENTILATION PROVIDED = 24.14 SO. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
I have reviewed the above product approval
information and approved it.
Name:
Signature:
Certification Number:
Date:
CVR
A-1.0
A-2.0
A-3.0
A-4.0
A-5.0
A-6.0
A-6.1
A-6.2
A-7.0
A-8.0
AL
10tv
I I I 11�, 'k C C ins 115 L; - •
INTERIOR ELEVATIONS
w OF CONSTRUCTION:
BUILDING !ESIGN: ENCLOSED
♦� w
j • ,
.•
INTERNAL PRESSURE
wr COEFFICIENT: ,
.19
IMPORTANCE
•, FACTOR:
•w
MEAN • ! .
OVERHANG: 1.33 FT -i•
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE)
SHUTTERS: YES X NO
ill 159TZ91 ff!
LIVE • ! PSF
IiTT_TllIU•7_1lA7
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.
lichae
ANDERSON
Digitally
signed by
Michael
Anderson
n d e rs
Date:
2021.06.15
n
15:20:21
-04'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
3-29-21
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PROJECT
NO. 17-015-067
DATE DRAWN 3-29-21
DRAWN BY MCA
CAYMAN 150 B1
LIVING 1560 SQFT
GARAGE 372 SQFT
LANAI 144 SQFT
ENTRY 86 SQFT
TOTAL 2162 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
12,480 CUBIC FEET
SHEET
r
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FIBER MESH, ON 6 MIL. POLY I
■ VAPOR BARRIER OVER TERMITE
14'-8 1 /8" N TREATED COMPACTED CLEAN I
FILL COMPACTED TO A MINIMUM
DENSITY OF 95% AS
0 DETERMINED BY ASTM D-1557
W' - H1
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SLAB - •- AT WALL
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GRADE
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L DETAIL M DETAIL 1
i 1
NOTE: ALL FOOTINGS DESIGNED FOR
2,500 PSF SOIL BEARING CAPACITY
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 69'-1"
AD = 59'-10"
BE — 68'-6"
BF = 61'-3"
DIMENSIONS ARE
ROUNDED TO THE
CLOSEST INCH
FOUNDATION PLAN
1 /4" = 1'-0"
PIPE SLEEVE (DIA.
LARGER THAN PIPING
THRU FTG.)
3" MIN.
FTG. PER
DEPTH
3" MIN. 3" MIN. �FOOTINGt&
DETAIL
REBAR
TRANSITION
PIPE THRU
PF FTG. DETAIL
1
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CONC. ry
SLAB >
8"
H1 DETAIL
1
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SLAB
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W.C. 4 3" MAIN
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2" I OR SEPTIC TANK
TUB/
SHWR. SCHEMATIC PLUMBING RISER
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC, AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION{)
MICHAEL C.
ANDERSON
lichael
Digitally sign
by Michael
n d e rS
Anderson
Date:
n
2021.06.15
15:20:50 -04'I
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
3-29-21
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PROJECT
NO. 17-015-067
DATE DRAWN 3-29-21
DRAWN BY MCA
CAYMAN 1560 B1
LIVING 1560 SOFT
GARAGE 372 SOFT
LANAI 144 SOFT
ENTRY 86 SOFT
TOTAL 2162 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE =
12,480 CUBIC FEET
NOTE: INSTALL
SCREEN ENCLOSURE
AT LANAI - VERIFY
LOCATION OF
SCREEN DOOR
pl..
8' CLG.
D.
DRYER ® M.T.
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22'-0"
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DOOR SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 W/
SIDE LIGHTS
64"X7"X2
6.2 S.F.
.19
.05
1
EXT. DOOR
MUNTINS IN SDLTS.
2
8068 S.G.D.
96X80"
53.3 S.F.
.58
.25
1
EXT. DOOR
3
2868 SOLID CORE
i
1
GARAGE DOOR W
SELF CLOSING
DEVICE
4
2868
6
INT. DOOR
5
2068 POCKET
1
INT. DOOR
6
2068
1
INT. DOOR
7
1668
1
INT. DOOR
8
4068 BIPASS
2
INT. DOOR
9
2068 BIFOLD
1
INT. DOOR
10
2868 POCKET
2
INT. DOOR
11
16070 OVHD. DOOR
1
GARAGE DOOR
WINDOW SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
A
35 SH
52.125"X62"
22.4 S.F.
.55
.22
1
MUNTINS
B
25 SH
36"X62"
15.5 S.F.
.49
.24
4
C
4'W. X 3'-4"H
48"X40"
DEFAULT
DEFAULT
1
GLASS BLOCK
13.3 S.F.
D
1 /2 33 SH
25.5"X37.375"
1
OBSC. TEMPERED
6.6 S.F.
.54
.25
E
64"W.x36"H.
63.0"X35"X60.0"RX27" LEG
EYEBROW (28" LEGS)
14.4 S.F.
.56
.25
1
15 LITE
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
NOTES:
FLOOR PLAN
1 /4" = 1'-0"
1. WOOD STUD SPACING: (UNLESS
OTHERWISE NOTED ON PLANS)
-EXTERIOR FRAME WALLS AT 16" O.C.
-INTERIOR FRAME BRG. WALLS
AT 16" O.C.
-INTERIOR FRAME NON-BRG. WALLS
AT 24" O.C.
-KITCHEN CABINET WALLS AT 16" O.C.
2. FRAME WALLS ARE DRAWN 3 1/2" WIDE
UNLESS OTHERWISE NOTED
3. CONC. BLOCK WALLS ARE DRAWN
7 5/8" WIDE UNLESS OTHERWISE NOTED
4. TOOL CONC. BLOCK JOINTS INSIDE
GARAGE WALLS (BRUSH & CLEAN)
5. DOOR & WINDOW ROUGH OPENINGS
SHALL BE PROVIDED BY BUILDER
6. TOP OF TYP. BEARING WALL +8'-0"
UNLESS OTHERWISE NOTED
7. HEIGHTS ARE MEASURED ABOVE
TOP OF FOYER SLAB
8. SEE STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION
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
lichael
Digitally signEl
by Michael
n d e rs
Anderson
Date:
n
2021.06.15
15:21:03 -04'0
Y
FL. LIC. AR0017305
i �
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
3-29-21
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PROJECT
NO. 17-015-067
DATE DRAWN 3-29-21
DRAWN BY MCA
CAYMAN 1560 B1
LIVING 1560 SQFT
GARAGE 372 SQFT
LANAI 144 SQFT
ENTRY 86 SQFT
TOTAL 2162 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
12,480 CUBIC FEET
SHEET
ATTACH 1-1/2" X 4-1/2" P.T. BUCK TO BLOCK WITH:
CONC. OR MASONRY HEAD: 1/4" X 3-3/4' TAPCONS SPACED 4' FROM
CORNERS, 3" do 6' FROM MULLION. JAMBS: 1/4' X
3-3/4" TAPCONS SPACED 4' FROM CORNERS, 1&94'
O.C. MAX.
DRjA BOARDAr
CEMENT17TOUS FINISH
R TRIMERIMCAULKING
ATTACH DOOR FRAME TO 2X PK WITH:D(X)R TRIM
HEAD: /10 X 2-1/2' PFH WOOEWS SPACED 4
FROM CORNERS, 3" & 6" FROMON. JAMBS:110 X 2-1/2' PFH WOOD SCREACED 4" FROM
CORNERS, 1&94" O.C. MAX
HEAD/JAMB DETAIL (2X BUCK)
EXT DOOR
CONC. OR MASONRY
DRYWALL BOARD —
DOOR TRIM —
ATTACH DOOR FRAME TO BLOCK WITH:
HEAD: 1/4' X 3-3/4' TAPCONS SPACED 4'
FROM CORNERS, 3' do 6" FROM MULLION.
JAMBS: 1/4' X 3-3/4" TAPCONS SPACED 4"
FROM CORNERS, 1&94" O.C. MAX.
3/4' x 4-1/2" P.T. BUCK SET IN
SEALANT AND SECURED W/
CASE HARD NAILS 0 12' O.C. (MAX)
PERIMETER CAULKING
FLOOR COVERING -
- CEWENTITIOUS FINISH
DOOR THRESHOLD SET IN BEAD OF CAULK AND
FASTENED TO SILL WITH 1/4' DIA. X 2-1/4' TAPCONS
SPACED 3" FROM CORNERS, 3" & V FROM MULLION
1
o a
PERIMETER CAULKING 600
— DOOR TRIM
PERIMETER CAULKING
CONCRETE SLAB
HEAD/JAMB DETAIL M BUCK)
EXT DOOR
TOP OF BLK.
+8'-0" A.F.F.
TOP OF SLAB
+0'-0" A.F.F.
(REF. ELEV.)
SILL DETAIL
EXT DOOR
1 6
CEMENTITIOUS COATING
ON LATH
CEMENTITIOUS COATING
ON BLOCK
00
I
c0
_
o
3 p
s
REAR ELEVATION
10 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
4RD
TAME
I BUCK W/
TAPCON
4" 0/c
DRI4NUFACTURER
AULKING
_.._..........S FINISH
HEAD DETAIL
WINDOW
OVERHANG16"
TYPICAL UNLESS
OTHERWISE NOTED
TOP OF BLK. _
+8'-0" A.F.F.— —
ALIGN TOP OF
TRIM W/ GARAGE
DOOR HEADER
ALIGN TOP OF BAND W/
BR. 3 WINDOW SILL HT.
1 /4" = 1'-0"
ALUMINUM FRAME
FASTEN THRU BUCK W/
3116'0 1/4" TAPCON
SCREWS 0 24" 0/C
MAX. IN PREDRILLED
HOLES BY MANUFACTURER
ALUMINUM FRAME
SECURE FRAME TO SILL
PERIMETER CAULKING
MTH SILICONE
CEMENTTHOUS FINISH
CAULKING
CONC OR MASONRY
10 OR 1x4 P.T. BUCK SET IN
0000 o
SEALANT AND NAILED
. o °
W/1-1/2' CASE HARDENED
o Ua
COIL NAILS AT 12' O/C
MAX
PRECAST OR POURED
SILL
PERIMETER CAULKING
DRYWALL BOARD
CAULKING
JAMB DETAIL
WINDOW
CEMENTITIOUS COATING
ON LATH
SILL DETAIL
WINDOW
RIDGE HEIGHT
+17'-10" A.F.F.
61/'�
FRONT ELEVATION
6'-2"-
- RAD=
CEMENTITIOUS COATING
ON BLOCK
STUCCO FINISH
PERIMETER CAULKING
CONC. OR MASONRY
1x P. T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 24 O/C.
MAX.
DRYWALL BOARD
CAULKING
DOOR FRAME
FASTEN 7HRU BUCK W/
W/ 3-1/4' x 1/4' (MIN)
TAPCONS AT 24' O/C. MAX
IN PREDRILLED HOLES
BY MANUFACTURER
JAMB/HEAD DETAIL
�Z
LEFT SIDE ELEVATION
DOOR FRAME
FASTEN TO SILL W/
16 x 1' SCREWS
0 2'-O' O/C
FLOOR COVERING
® •o
a0° -
GROUT BED
CONCRETE SLAB
SILL DETAIL
(SCUD)
12
16
1 /4" = 1'-0"
V-2 7/8"
rn
TOP OF BLK.
— +8'-0" A.F.F.
TOP OF SLAB
(REF. ELEV.)
8"
n
1 1 -2 7/8
9'-4"
OVERHANG SEPARATIONS
12
16
TOP OF BLK.
a
CEMENTITIOUS COATING
II Q ON BLOCK
c0 'S
TOP OF SLAB_
+0'-0" A.F.F. —-------------------------- ------------.----------------
(REF. ELEV.)
6" SQ. RAISED RIGHT SIDE ELEVATION
BLOCKS (PROD. 3/4")
--W/2" SPACE BTWN.
TOP OF ARCH
+10'-10" A.F.F.
RETURN BAND 24"-
ALONG SIDE WALL(S)
iw
t°
WALL PROJECTION AT
HALL BATH BEYOND
CEMENTITIOUS COATING
ON BLOCK
4"W. RAISED BAND (PROD.
` 1-1 /2") ALIGN TOP W/
WINDOW SILL
— — _TOP OF SLAB,
+0'-0" A.F.F.
(REF. ELEV.)
PRE-ENGINEERED ERE��
ROOF TRUSS
L"
CONCRETE "U" BLOCK
TIE -BEAM TOP COURSE
HORIZ. 2X2 NAILED TO
VERT. 1 X2'S W/ 12d X
3-1/4" NAIL
SOFFIT DETAIL
�e
1 /4"
ATTACHMENT PER MFRS.
RECOMMENDATIONS
1X2 NAILED TO TRUSS TAILS
/,—W/ (2)-8d NAILS
\-ATTACHMENT PER MFRS.
:E P�LN RECOMMENDATIONS
STAPLES 0 8" O.C. PER MFRS.
RECOMMENDATIONS
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
CONTINUOUS VENTED SOFFIT FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
N.T.S. PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
1 /4" = 1'-0"
N OTES:
1. WALL FENESTRATION PER FBCR 2017 703.4
2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS,
FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF
ROOFING CEMENT.
3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X
BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED
BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT.
FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW
WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2).
MICHAEL C. ANDERSON
Digitally sign
lichael by Michael
d
n d e rs Anderson
Date:
n 2021.06.15
15:21:20 -04'0
,
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
3-29-21
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SHEET
1 /4" = 1'-011
(2) HETA20
In
1'-4"
OH
1'-4"
OH
(2) HETA20
BLOCKINGvTYP.-SEE
NOTE #2
(2) HETA20
1'-4"
OH
S
1'-4"
OH
(2) HETA20
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.)
FRAMING PLAN
1/4" - 10-0,.
PRECAST HEADER SCHEDULE
B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
208"
8F16-18/1 T
950 PLF
404 PLF
B-2
70"
8F8-1B/1T
1459 PLF
1272 PLF
B-3
42"
8F8-1 B/1 T
3166 PLF
2165 PLF
B-4
90"
8F8-18/1 T
1029 PLF
959 PLF
B-5
54"
8F16-1 B/1 T
6039 PLF
2507 PLF
B-6
70"
8F16-1 B/1 T
1459 PLF
1272 PLF
B-7
112"
8F16-1 B/1 T
1818 PLF
980 PLF
B-8
64"
8F16-1 B/1 T
5365 PLF
2290 PLF
B-9
112"
8F16-1 B/1 T
1843 PLF
1133 PLF
B-10
208"
8F16-18/2T
950 PLF
500 PLF
8F8-1B
TYPE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F-16-1B/1T
NOMINAL WIDTH QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
8F16-1B
a.
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a•.
In
�z
NO
7-5/8'ACTU4
8'
NOMINAL WIDTf
FRAMING NOTES:
#5 REBAR AT TOP
MIN. (1) REQ'D
CLEAR
CXU.
GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
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. CAD 24"
O.C. VERT 0 (2)2x4 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0")
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
MICHAEL C. ANDERSON
lichael
Digitally sign
by Michael
n d e rs
Anderson
Date:
n
2021.06.15
15:21:32 -04'(
rPI:Z REVIEW REVISIONS'
MASTER PLAN REVISION
3-29-21
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PROJECTNO. 17-015-067
DATE DRAWN 3-29-21
DRAWN BY MCA
CAYMAN 1560 B1
LIVING 1560 SQFT
GARAGE 372 SQFT
LANAI 144 SQFT
ENTRY 86 SQFT
TOTAL 2162 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
12,480 CUBIC FEET
SHEET
1; i
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
FL. LIC. AR0017305
COACH LTS. , �_ _ r COACH LTS.
PREWIRE - - _ PREWIRE
ELECTRICAL LOAD CALCULATION
1560 S.F. AT 3 VA
4.7 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
5.0 kVA
SUBTOTAL 32.2 kVA
FIRST 10 kVA AT 100% 10.00 kVA
REMAINDER AT 40% 8.9 kVA
TOTAL OF OTHER LOAD 18.9 kVA
10 kVA OF AC AT 40% 4.00 kVA
TOTAL 22.9 kVA
22,900 VA DIVIDED BY 240 V 95.4 A
POOL SUB PANEL 30.0 A
TOTAL 125.4 A
USE 150 AMP SERVICE
INDICATES TILE
PER CONTRACT
ELECTRICAL PLAN
1 /4" = 1'-0"
150
32 CKT
PANEL
2" RIGID O.H. SERVICE F.P.
3—#2/0 XHHW
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
LEGEND
--
SURFACE MTD, CEILING FIXTURE
4-
PENDANT FIXTURE
/Ij�
RECESSED LIGHT
K>
WALL MTD, BRACKET @ 72' A,F.F.
FLUORESCENT FIXTURE
WALL MTD, VANITY LIGHT
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
WALL MTD. SMOKE DETECTOR
Q
CEILING MTD. SMOKE DETECTOR
Q
CEILING MTD. CARBON MONOXIDE DETECTOR
CHIMES
CHIMES PUSH BUTTON
TELEPHONE JACK
TV
CABLE TELEVISION JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
220 V. RECEPTACLE
DEDICATED 220 V. OUTLET
110 V. JUNCTION BOX
-
SWITCH @ 42' A.F,F.
0--
RHEOSTAT SWITCH @ 42' A.F,F,
TP
U
TOUCH PAD FOR SECURITY SYSTEM
O
CENTRAL VACUUM OUTLET LOCATION
L1=
ELECTRICAL DISCONNECT
<' CA'M
CAT6 OUTLET
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
lichael
Digitally signe
by Michael
n d e rs
Dade rson
n
2021.06.15
15:21:45 -04'0
'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
� 3-29-21 �
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PROJECT
NO. 17-015-067
DATE DRAWN 3-29-21
DRAWN BY MCA
CAYMAN 1560 B1
LIVING 1560 SOFT
GARAGE 372 SOFT
LANAI 144 SOFT
ENTRY 86 SOFT
TOTAL 2162 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE =
12,480 CUBIC FEET
SHEET
NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION
R905 OF THE 2020 FLORIDA BUILDING CODE (7TH EDITION)
2 ARCHITECTURAL FIBERGLASS SHINGLES OVER
PER 30# FELT ON 19/32" CDX PLYWOOD SHEATHING
ELEV. AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
HURR. STRAP @ EACH TRUSS
REFER TO CONNECTOR SCHED.
R-30 INSULATION -IP. O.H.
/L.PERTYR OOF PLAN,.
1 /2" CLG. GYP. BD.
8"x8" U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 REBAR CONT.
LINTEL
SEE SHEET A 4 OE FORTDETAILS
NOTE: 1x4 P.T.-
SCREWS FOR DRYWALL ON WALLS:
MAX. EDGE SPACING: 7" PLOYCEL SEALANT -
MAX. FIELD SPACING: 16"
SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK -
MAX. EDGE SPACING: 7"
MAX. FIELD SPACING: 12" 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 -
4 2500 PSI CONC. SLAB W/ WD. BASE -
FIBER MESH ON 6 MIL. POLY
VAPOR BARRIER OVER TERMITE
TREATED CLEAN FILL COMPACTED
TO A MINIMUM DENSITY OF 95% AS
DETERMINED BY ASTM D-1557
PRE-ENGINEERED
ROOF TRUSS -
4
CONCRETE "U" BLOCK
TIE -BEAM TOP COURE
HORIZ. 2X2 NAILED TO
VERT. 2X2'S W/ (2)-10d
NAILS
SOFFIT DETAIL
1
\ • " • 'r i
Z wo
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 CEMENT111OUS
TRIM PER ELEV.
PER PLANS
,- CEMENTITIOUS COATING OVER
8x8x16 CONC. BLOCK
-1-#5 VERT. BAR TIED INTO
#5 BAR DOWEL W/ STD HOOK
AND RUNNING INTO LINTEL
(LOCATIONS PER FDTN. PLAN)
0'-0" _
TOP OF SLAB
FINAL GRADE
-�-STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
_7____CONC. FTG. PER
FOUNDATION PLAN
TYP. EXT. BLOCK WALL
ALCOA TRADITIONAL "F" CHANNEL W/
5/8" CASEHARD "STUB" OR "T" NAILS
0 10" O.C. IN CONC. BLOCK. OR WITH
8d NAILS 0 10" O.C. IN WOOD
2X2 NAILED TO EVERY
OTHER TRUSS TAIL W/
P
(2)-10d NAILS
\-ALUM. NAILS 0.12 DIA.
SEE P'LN SHANK 3/8" DIA HEAD
1-1/2" LONG @ 6" O.C.
ALUM. NAILS 0.12 DIA. SHANK
3/8" DIA HEAD 1-1/2" LONG -
(2) PER SOFFIT SEGMENT
- "ALCOA TRADITIONAL VENTED
ALUMINUM SOFFIT #V-144
N.T.S.
I I
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-----
EXTERIOR FRAME WALL TO
`-
LINTEL
2x4 STUDS @ SPACING
PER PLANS
VERTICAL FILLED CELL
W/ 1-#5 BAR
(2) 16d
CONC. BLOCK WALL @ 12" O.C.
{2}2x4 P.T. W/1 /2" DIA.
COUNTERSUNK BOLTS
24" O.C. VERT
2 1 /4" MIN EMBEDMENT
WITH 2" SQUARE X 1/8"
THICK HU
RRICANE WASHER
TOP OF SLAB
CONC. BLOCK WALL CONNECTION
REINFORCED/FILLED
CONC. BLOCK CELL
in
1 /2" DIA L-BOLT
(8" LONG) W/ 2"
WASHER AT
§fR:
32" O.C. MAX. 2x6 P.T.
JAMB DETAIL
2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF
NAILS AT 12" O.C. --I F_ HDR. TO CLG. LINE
1:4
2x6
EQUAL EQUAL
P.T. 1/2" DIA L-BOLT
N (8" LONG) W/ 2"
WASHER AT
32" O.C. MAX. -
� GARAGE DOOR
OPENING
• CV
ELEVATION
GARAGE DOOR DETAIL
2x6
P.T.
(2) 10d
@ 6" O.C.
3 1 /4"
GROUT SOLID
TOP OF CELL
SAWCUT APPR
OPENING IN W.
SAWCUT APPR
OPENING IN W,
25" MIN. LAP
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER FBCR 2020 (7TH EDITION).
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. OMIT
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
11. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
1 /2" 3/4ii MIN. HOLE DEPTH
5/898 7 'fi
6"
1 (� 738
3/4" 1 "
7/8" 1 1 /8" 8»„
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R?MOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
12. MISSING DOWEL PLACEMENT:
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
z 1A" ru A X 6" DEEP HOLE FOR
TT IN EPDXY ADHESIVE
BLOCK WALL
25" MIN. LAP OF REBARS
3,000 PSI CONCRETE FILLED CELL
W/ #5 BAR
SAWCUT 1 "W. OPENING IN WALL
FROM TOP TO BOTTOM FOR FULL
HEIGHT REBAR PLACEMENT INTO
CELL - FILL SOLID W. CONCRETE
X 6" DEEP HOLE FOR
w #5 BAR SET IN EPDXY ADHESIVE
0
ADDED REINF. FILLED
BLOCK CELL DETAIL
NOTES:
-DRILLED HOLE TO BE CLEANED PRIOR TO
DISPENSING ADHESIVE
-EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE
-REBAR DOWEL TO BE CLEAN AND OIL FREE
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 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 REBAR HOMES
Id 51
ROOF EDGE I �t
y,� O �.:./ ROOF
(D I
I :/ �,/ EDGE
41
2 I 1 2 RIDGE
O I O 10 I
2 2 (21
---� --� --- - ----I
ZONE 1-USE 8d RING SHANK NAILS @ 6" O.G.
ZONE 2-USE 8d RING SHANK NAILS %i ZONE 3-USE 8d RING SHANK NAILS
@ 6" O.C. 0 4" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL
C. ANDERSON
ichae
Digitally 9 itall signed
I
by Michael
Anderson
AnderS
Date: 2021.06.15
15:21:58-04'00'
Uz
n
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
3-29-21
.r
a
t
PROJECT
NO. 17-015-067
DATE DRAWN 3-29-21
DRAWN BY MCA
CAYMAN 1560 131
LIVING 1560 SQFT
GARAGE 372 SQFT
LANAI 144 SQFT
ENTRY 86 SQFT
TOTAL 2162 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
12,480 CUBIC FEET
SHEET
PRE-ENGINEERED
ROOF TRUSS
8" X 8" X 16"—
CONCRETE LINTEL
BLOCK FILL WITH
CONCRETE AND
(1) #5 BAR
l
L
INSTALL SIMPSON HTSM16
W/ (8) 10d NAILS TO TRUSS ATTACH
STRAP TO LINTEL W/ (4) 1 /4" x 2-1 /4" a
MIN TAPCONS VERIFY NUMBER OF TAPCONS
WITH CONNECTOR SCHEDULE
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
EL: 36" ABOVE
ADJACENT FLOOR
5x5xj" WELDED
FLANGE
N
1 "
3" 1 4"
to M
w x
STEEL PIPE
" TAPCON
TYP.4
,x5xj" WELDED
LANGE
(4) 10d NAILS
PROVIDE 2X4 BLKG
@ 16" O.C. BEHIND
GABLE END TRUSS
P.T. 2X4 LEDGER BD. —
W/ 1 /4" DIA. TAPCONS
(2-3/4" MIN.
EMBEDMENT) SPACED 29-0"
16 O.C.
R®EIF AT SLIDING
GLASS DOOR DETAIL-1 STORY
CEMENTITIOUS COATING ON
LATH OVER 2 LAYERS 15#
FELT OVER 7/16" OSB
OVER GABLE END TRUSS
GALV. METAL
FLASHING
2X4'S @ 16" O.C.
FIBERGLASS SHINGLES
OVER 15# FELT ON
7/16" OSB
(3) 10d NAILS
_TOP OF BLOCK _IF
PELA R PN -fir
v-- 2X FASCIA
W/ DRIP EDGE
2X4'S @ 16" O.C.
1 /2" EXT. GYP. BD.
SIMPSON HUS24
@ EACH JOIST/
LEDGER BD. CONN.
LINTEL BLOCK TOP COURSE
FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER
BLOCK WALL
z
z w II #5 BAR DOWEL
TOP OF LOWER < _ I W/ STD. 90° HOOK
CL
BLOCK WALL
CONC. BLOCK WALL
I
#5 BAR DOWEL II VERTICAL FILLED
W/ STD. 90' HOOK II CELL W/ 1—#5 BAR
I I
BLOCK WALL HEIGHT
TRANSITION DETAIL
2x8 RIDGE BOARD
2x6 RAFTERS AT 24" O.C.
MAX. - TOE -NAIL TO RIDGE -
BD. W/ (2) 10d NAILS
ROOF
2x4 VERT. STUDS SHEATHING
0 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW)
SIMPSON STRONG -TIE
'H2.5' OR 'LSTA18'
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. ROOF
2. PROVIDE "H2.5" OR "LSTA18"
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"
HIM
O.S.B. SHEATHING
OVER WOOD TRUSSES
STUCCO FINISH ON
METAL LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
J❑INT
STUCCO FINISH ON
BLOCK
EXPANSK
STRIP &
® JAMB
HEAD LO
(ONLY)
CCC Of API
SPECIFICATIONS
STEEL, MASONRY
OR WOOD FRAMING
MORTAR JOINTS
1 /4" TO 3/8"
(TYPICAL)
PANEL
ANCHORS
8" X 8" X 4"
(NOMINAL SIZE)
GLASS BLOCK UNITS
PANEL ANCHORS &
REINFORCEMENT
EVERY OTHER
COURSE OR 16" O.C.
WHICHEVER IS LESS
ASPHALT EMULSION
THIN MORTAR 0
q11 I I tl( A'nO.l
GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE)
MORTAR: TYPE "S" PER ASTM C 270.
REINFORCEMENT. LADDER TYPE, 9-GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WIRES AT 16" O.C.,
HOTT DIPPED GALVANIZED.
PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT -DIPPED GALVANIZED, AT
BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10
WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II.
EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE.
SEALANT. SILICONE TYPE.
GLASS BLOCK INSTALLATION
USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS
WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE
THROUGH THE WOOD DECK BY AT LEAST 1/8"
PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE
AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE
ALL NAILS TO BE PLACED ON 6-1 /8" NAIL LINE
1 98 is -oft 19-094 1 99
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
+ + + + + + + +
+ + + + + + + +
SHINGLE SIDE VIEW
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE N.T.S.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichael Digitally signe
by Michael
n d e rs Datde:,son
n 2021.06.15
15:22:13 -04'01
FL. LIC. AR0017305
rLAN REVIEW REVISIONS
MASTER PLAN REVISION
3-29-21
Utz
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PROJECT
NO. 17-015-067
DATE DRAWN 3-29-21
DRAWN BY MCA
CAYMAN 1560 B1
LIVING 1560 SQFT
GARAGE 372 SQFT
LANAI 144 SQFT
ENTRY 86 SQFT
TOTAL 2162 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
12,480 CUBIC FEET
CORNER \
FLASHING
TAPE
CORNER
FLASHING
TAPE
FLASHING
TAPE
SIDE
FLASHIN
TAPE
FIN WINDOW TOP
CORNER
R NAILING
SIDE
CHECKRAIL
FLASHING
TAPE ... -
WINDOW BOTTOM
SILL FLA
SILT
1, CUT THE WATER RESITIVE BARRIER (1C) ATER RESISTIVEBARRIERI
I
I 1-- -I---- II
I I I TH CUT,
I I , 3RD I I MAKE A 6" CUT UP
I I �CUTI I FROM EACH TOP
i I I CORNER AT A 450
I I I I ANGLE TO ALLOW THE
WATER BARRIER TO
I I / ��45�I P BE LAPPED OVER THE
I I I I FIN AT THE HEAD OF
I I �2ND� I I THE WINDOW.
Io � _ UL
L------------.__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 (Y" 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 RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE
WINDOW AND 2"
BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY.
►��
_
r`
I W
,
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING
I
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
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 r11
I
SHOWN.
I
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 1„
I
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C)
I
I
4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES
-
OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL
CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE
COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE
BARRIER AT BOTH UPPER CORNERS OF THE WINDOW.
NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D)
9
ROOF SHEATHING TOE NAIL (2) 16d EACH SIDE
2x4 BLKG. ® 48" O.C.------� �- 2x4 BLKG. CAD 48" O.C.
ALUMINUM DRIP EDGE AND FASCIA
PRE-ENG. TRUSSES
(2) 16d COMMON NAILS AT {off 24f' O.C.
EA. 2X4 LADDER FRAMING
GABLE END TRUSS 2x4 45' CROSS BRACING
AT TRUSS MID -PT. AND AT
AIR -INFILTRATION BARRIER 8'-0" O.C. (MAX.)
OVER EXT. SHEATHING (SEE
EXT. ELEV. FOR FINISH MAT'L.)
If I
TRUSS SETBACK -`
PER FRMG. PLAN
2x4 TRUSS BOTTOM
ROOF 12 CHORD BLKG. AT
SHEATHING PER 4' -0" O.C. REFER TO
ELEV. FRAMING PLAN
HURRICANE STRAP
® EACH TRUSS PER � TOE 1NAILEDEA.SIDE
MN
FRMG. PLAN ---.tee
8x8 U-BLOCK TIE -BEAM FILLED
W j CONC. & (1) #7 BAR CONT.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FDTN. PLAN
GABLE END SECTION @ HIP ROOF Y-Y
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' O.C.
PRE-ENG. TRUSSES
AT 24' O.C.
2x4 45° CROSS BRACING
AT 4'-0' O.C.
W/(2)16d NAILS AT EA,
TRUSS WEB MEMBER
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0' O.C. REFER TO
FRMG. PLAN
(2) 16d
COMMONS TOE
NAILED EA, SIDE
8x8 U-BLOCK TIE -BM, FILLED
W/ CONC. & (1) #7 BAR CONT.
VERT. #5 BAR AT EA, REINF.
FILLED CELL PER FDN, PLAN
/ X
14Z/1 1 �,
GABLE END SECTION X-X
•
PLY'WD, DECKING
2x4 BLKG, @ 48' O.C.
(2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
1/2' PLYWD. SHEATHING OVER
GABLE END TRUSS FASTEN WITH
8d NAILS AT 6' O.C.
GABLE END TRUSS
NOTE;
)IE HOLD FACE OF GABLE END
TRUSS IN 3/4' BEYOND BLK.
FOR CEMENTITIOUS FINISH
A HOLD FACE OF GABLE END
TRUSS OUT 1/4' BEYOND BLK.
FOR SIDING FINISH
SIMPSON HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' ❑.C. MAX)
16d COMMON NAILS
AT 6' D.C. TO
2x6 P.T. PLATE
EXPANSION JOINT AT
CEMENTITIOUS FINISH
2x6 P,T. PLATE
CANT. W/ 5/8' DIA.
ANCHOR BOLTS
@ 32" O.C. OR W/1/2'
DIA. ANCHOR BOLTS
@ 24"' O.C.
SCALE; NTS
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
MICHAEL C. ANDERSON
lichael Digitally signe
by Michael
n d e rs Dade rson
n 2021.06.15
15:22:27 -04'0
'
i �
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
3-29-21
LO
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PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION)
FL. LIC. AR0017305
OPEN TO
FAMILY RM.
BEYOND
FILLER
KITCHEN
NOTES:
1. BATHROOM TOWEL BARS AT 54" A.F.F.
2. BOTTOM OF MEDICINE CABINETS AT
54" A.F.F.
3. TOP OF BATHROOM SHOWER TILE
TO CEILING HT.
4. SHOWER HEADS AT 6'-8" A.F.F.
KIT. AT RNG.
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0
0
1 NA
C E__N T,E R
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TYP. SOAP DISH
RECESS LOCATION
1
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Nil
14"
14"
3/4" MICA TOP
ON SHIM SCREWED TO SECURE
1 X 4 TOP PLATE
2x4 STUDS
AT 16" O.C.
1 /2" DRYWALL
L KITCHEN
BASE CABINET
3/4" MICA TOP
ON SHIM SCREWED TO SECURE
1 X4TOP PLATE
WOOD
TRIM NOTE:
NO REVEAL BETWEEN
BACKSPLASH AND TOP
2x4 STUDS
'-�
AT 16" O.C.
<t
1 /2" DRYWALL
0
CK
L KITCHEN
BASE CABINET
BARTOP DETAIL
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION)
MICHAEL C. ANDERSON
lichael
Digitally sign
by Michael
d
n d e rS
Anderson
Date:
n
2021.06.15
15:22:41 -04'
'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
3-29-21
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NOTE: ALL DUCTWORK PENETRATING
GARAGE CEILING SHALL BE R-6
FIBERGLASS DUCT WORK.
O
AIR HANDLERP, DETAIL,..
HVAC PLAN
1/4#0 = 19-0"
referred Air Condftioning & Mechanical, Inc.
'143 Donna Road West Palm Beach, Florida 33409
P: 561-689-1093 / F: 561-478-0089
:j31 S Kin S H 'waY F lerce Florida
P.- 772%78 !9577 Fp7d72P-878.7510
CAC1817666
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PRO\ANCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITIOI
t
MICHAEL C. ANDERSON
lichae I Digitally signe
by Michael
nders Anderson
Date:
n 2021.06.15
15:22:54 -04'01
FL. LIC. AR0017305
MASTER PLAN REVISION
3-29-21
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'& PROJECT
NO. 17-015-067
DATE DRAWN 3-29-21
DRAWN BY MCA
CAYMAN 1560 131
LIVING 1560 SOFT
GARAGE 372SQFT
LANAI 144 SOFT
ENTRY 86 SOFT
TOTAL 2162 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE
12,480 CUBIC FEET
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