HomeMy WebLinkAboutPlans Digital Sign 11.11.20PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: LOT 55 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAVIS CBC1261228
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING
ID
PRODUCT
MODEL #
MANUFACTURER
GLASS
ATTACHMENT METHOD
PRODUCT
DESIGN
�
APPROVAL
PRESSURES
3068
FIBER -CLASSIC
HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:
W/ SDLT.
EXTERIOR SWING DOOR
SMOOTH STAR
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 „
FL15225.5
+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
FL9174.6
+39.2 -43.7 PSF
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) -
8068 S.G.D.
SLIDING GLASS DOOR
SERIES 420
MI WINDOWS AND DOORS
3/16" TEMPERED
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"
FL15332.6
+/- 40.0 PSF (MIN)
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
-
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
O
WINDOW
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)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
O
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMES:16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA.
GLASS BLOCK
8"x8"x4"
MULIA, INC.
TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT
NOA 15-0916.12
+/- 90.0 PSF (MIN)
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., JAMES:16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
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.
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
0
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
30# ASPHALT
TAMCO BUILDING
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE 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
FL12328.7
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 GA., WITH AT LEAST 3/8" DIA HEADS, LONG ENOUGH
ASPHALT SHINGLES
CAMBRIDGE AR
«>>
TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8
FL18355.1
PRODUCTS, INC.
ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. -
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
"SAFETY EDGE"
TOWN & COUNTRY
METHOD OF ATTACHMENT: DIRECT MOUNT
STORM PANELS
a -INDUSTRIES INC.
'
«>>
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
FL 12856.2
+/-54.0 PSF (MIN)
33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 FSF: 15.8" O.C. SPANS UP
TO 5', 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 R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN r
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS9
AIR
FREEZING
MEAN
ANNUAL
Speed°
Topographic
yVeatheringa
Frost lineb
Termites
LOAD
(mph)
effectsk (NA)
CATEGORY
depth
TEMPS
REQUIRED'
INDEX'
TEMP
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 outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code,
Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
f. Reserved.
g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood
Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the
panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended.
h. Reserved.
i. Reserved.
j. Reserved.
k. Reserved.
NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES
WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS
THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE
SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450.
NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE
REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE
FLAME SPREAD INDEX OF NOT MORE THAN 200 AND
COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2
AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE
THAN 450.
ATTIC VENTILATION CALCULATION:
VENTILATION REQUIRED:
ATTIC AREA = 2,353.3 SO. FT.
VENTILATION AREA REQUIRED = 2,343.0 SQ. FT. / 150 (F.B.C. R806.2) = 15.62 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT - 43.1', 8" WIDE SOFFIT = 49.0'
SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 10) + (49.0' X .67') = 296.0 SQ. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 SQ. FT.
CONCLUSION:
VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
I have reviewed the above product approval
information and approved it.
Name:
Signature:
Certification Number:
Date:
DRAWING INDEX
CVR INDEX/PROJECT INFORMATION
A-1.0 FOUNDATION PLAN
A-2.0 FLOOR PLAN
A-3.0 BUILDING ELEVATIONS
A-4.0 ROOF / FRAMING PLAN
A-5.0 ELECTRICAL PLAN
A-6.0 WALL SECTIONS / NOTES
A-6.1 WALL SECTIONS / NOTES
A-6.2 WALL SECTIONS / NOTES
A-7.0 INTERIOR ELEVATIONS
A-8.0 HVAC PLAN
PROJECT & CODE DATA
*PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
TYPE OF CONSTRUCTION; CBS X FRAME
BUILDING DESIGN: ENCLOSED X
ULTIMATE DESIGN WIND SPEED:140 MPH
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: II
EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN BUILDING HEIGHT: 15'
OVERHANG: 1.33 FT ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
OPEN
160 MPH X
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE)
SHUTTERS: YES X NO
IMPACT RESISTANT ASSEMBLY: YES NO X
ROOF LOAD:
TOP CHORD:
BOTTOM CHORD:
LIVE LOAD: 20 PSF
LIVE LOAD: 10 PSF
(NON -CONCURRENT)
DEAD LOAD: 10 PSF
DEAD LOAD: 7 PSF
PARTIALLY ENCLOSED
170 MPH
COMPONENTS AND CLADDING WIND PRESSURES PER
2017 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SQ. FT.)
DESIGN
PRESSURE
0 to 19.9
27.7 PSF /
-30.0 PSF
20 TO 49.9
26.4 PSF /
-28.0 PSF
50 TO 99.9
24.7 PSF /
-27.0 PSF
100 TO 499.9
23.5 PSF /
-25.0 PSF
500 AND ABOVE
20.6 PSF /
-22.0 PSF
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SQ. FT.)
DESIGN
PRESSURE
0 to 19.9
27.7 PSF / -37.0 PSF
20 TO 49.9
26.4 PSF / -34.0 PSF
50 TO 99.9
24.7 PSF / -31.0 PSF
100 TO 499.9
23.5 PSF / -28.0 PSF
500 AND ABOVE
20.6 PSF / -22.0 PSF
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
Micha Digitally
signed by
el
Michael
Anderson
Anders Date:
2020.11.10
on
17:35:52
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-20
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NO. 17-015-055
DATE DRAWN 10-5-20
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 118 SQFT
ENTRY 38 SQFT
TOTAL 2306 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
CVR
23'-0 3/8"
24"X24'X16"
DEEP
CONC. FTG.
W/ 3 #5
EACH WAY
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FINISH FLOOR I
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4" 2500 PSI CONC. SLAB W/ I A
FIBER MESH, ON 6 MIL. POLY I 1
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B 3'-7» 5'-299
31-710
20" 16'-0" 20"
12'-4" 6'-4" 19'-4„
38'-O"
N 6x6 - 1Ox10 WWF
CONC. 6x6 - 1Ox10 WWF w OR FIBER MESH
SLAB OR FIBER MESH Q CONC. 8"
> SLAB
VARIES
GRADE �j �
0 2- I
2 # 'I T BARS BANS
BARS 8"
rA
8" 1'-4'
-4„ 2,_p„
DETAIL g DETAIL C DETAIL
1 1
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CONC. w OR FIBER MESH
SLAB Q - CONC. 1,_p�. SLOPE
> SLAB
0 GRADE - GRADE
0 2—#� _I 12»(MIN) 2—# '
I BADS BELOW BARS fI-
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SLAB VARIES SHOWER
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SLAB AT WALL
--- ---- �_ GRADE
I
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RECESS BAS
1� , 4�,
L DETAIL M DETAIL
1 1
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1 NOTE: ALL FOOTINGS DESIGNED FOR
'n 2,500 PSF SOIL BEARING -CAPACITY
00
to
CONC.
A/C PAD
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 71'-0"
AE = 58'—
9'
BD = 64'-6'
BF = 68'-6"
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. — DETAIL
- -c
FOOTING &
REBAR
TRANSITION
PIPE THRU
PF FTG. DETAIL
1
3" V.T.R. I1t
JI
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3"
3"
J22" V.T.R.
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WASHER
CLEAN
OUT
I I 3 I 3» 3" MAIN
2" I W.C. I
SHWR. I
TO SEWER
2" I OR SEPTIC TANK
TUB/
SHWR. SCHEMATIC PLUMBING RISER
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
Micha Digitally
signed by
el
Michael
Anderson
Anders Date:
2020.11.10
On 17:36:15
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-20
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PROJECT
NO. 17-015-055
DATE DRAWN 10-5-20
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 118 SQFT
ENTRY 38 SQFT
TOTAL 2306 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
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8' CLG.
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HDR. HT.
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6'-2"
12'-4" 1 6'-4"
2X4
KNEEWALL-
TOP +12'-11"
-FACE OF GABLE x ATTIC ACCESS
END TRUSS ABV.
GARAGE
BOX OUT BETWEEN 8' CLG.
TRUSSES A V.
GARAGE R OF
FACE OF
GABLE END
TRUSS
ABOVE
0
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20" 16'-0"
19'-4"
38,-0"
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ABV.
DRYER
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FLOOR PLAN
DOOR SCHEDULE
01
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 W/
64"X7"X2
19
05
1
EXT. DOOR
SIDE LIGHTS
6.2 S.F.
MUNTINS IN SDLTS.
2
8068 S.G.D.
96X80"
53.3 S.F.
.58
.25
1
EXT. DOOR
3
2868 SOLID CORE
1
GARAGE DOOR
4
2868
7
INT. DOOR
5
2068 POCKET
1
INT. DOOR
6
2468 POCKET
1
INT. DOOR
7
2668 BIFOLD
1
INT. DOOR
8
4068 BIPASS
3
INT. DOOR
9
2068 BIFOLD
1
INT. DOOR
10
16070 OVHD. DOOR
1
GARAGE DOOR
11
2868 POCKET
1
INT. DOOR
WINDOW' SCHEDULE
O
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
52.125 X62 X52.125 R
A
35 SH
X55.017" LEG
.55
.22
1
MUNTINS
ELLIPSE
21.6 S.F.
B
25 SH
36"X62"
.49
.24
2
15.5 S.F.
C
4'W. X V-4"H.
48"X40"
DEFAULT
DEFAULT
1
GLASS BLOCK
13.3 S.F.
D
33 SH
52.125"X37.375"
.55
.22
1
13.5 S.F.
E
1 /2 33 SH
25.5"X37.375"
.54
.25
1
OBSC. TEMPERED
6.6 S.F.
F
35 SH
52.125"X62"
55
22
1
22.4 S.F.
3'-0"W. X 3'-6"H.
35.0"X42"X28.52"RX34"
G
FIXED GLASS W/
LEG
47
.24
1
2'-10"H. LEGS
9.6 S.F.
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
NOTES:
1. WOOD STUD SPACING: (UNLESS
OTHERWISE NOTED ON PLANS)
-EXTERIOR FRAME WALLS AT 16" O.C.
-INTERIOR FRAME BRG. WALLS
AT 16" O.C.
-INTERIOR FRAME NON-BRG. WALLS
AT 24" O.C.
-KITCHEN CABINET WALLS AT 16" O.C.
2. FRAME WALLS ARE DRAWN 3 1 /2" WIDE
UNLESS OTHERWISE NOTED
3. CONC. BLOCK WALLS ARE DRAWN
7 5/8" WIDE UNLESS OTHERWISE NOTED
4. TOOL CONC. BLOCK JOINTS INSIDE
GARAGE WALLS (BRUSH & CLEAN)
5. DOOR & WINDOW ROUGH OPENINGS
SHALL BE PROVIDED BY BUILDER
6. TOP OF TYP. BEARING WALL +8'-0"
UNLESS OTHERWISE NOTED
7. HEIGHTS ARE MEASURED ABOVE
TOP OF FOYER SLAB
8. SEE STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION
1 /41' = 1'-011
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 (617H EDITION)
MICHAEL C. ANDERSON
[Aichae Digitally
signed by
I Michael
Anderson
nders Da2e: 0 0.111 0
n 17:36:33
-05'00'
FL. LIC. AR0017305
MASTER PLAN REVISION
9-28-20
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PROJECT
NO. 17-015-055
DATE DRAWN 10-5-20
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 118 SQFT
ENTRY 38 SQFT
TOTAL 2306 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
PRE-ENGINEERED
ROOF TRUSS -
CONCRETE "U' BLOCK
TIE -BEAM TOP COURE
HORIZ. 2X2 NAILED TO
VERT. 1 X2'S W/ 12d X
3-1/4" NAIL
SOFFIT DETAIL
P.T. (2) 20 BUCK
— CONNECT TO
BLOCK W/ fie" x 3"
TAPCONS (1 1/4"
MIN. EMBEDMENT
INTO BLOCK)
1'-2 7/8"
0)N
co ''
d
OI
A �
ATTACHMENT PER MFRS.
RECOMMENDATIONS
1'-0"00
1'-2 7/8" o
"I 1'-2 7/8"
O O
O 8'-0"
0
OVERHANG SEPARATIONS
1X2 NAILED TO TRUSS TAILS
W/ (2)-8d NAILS
\-ATTACHMENT PER MFRS.
PAN RECOMMENDATIONS
STAPLES 0 8" O.C. PER MFRS.
RECOMMENDATIONS
CONTINUOUS VENTED SOFFIT
N.T.S.
PRECAST LINTEL AT TOP
BLOCK COURSE
TOP OF BLOCK WALL
1 /4" = 1'-0"
12
16
CEMENTITIOUS COATING
ON LATH
12
61
E.J. B
— _TOP OF BLK.
+8'-0" A.F.F.
CEMENTITIOUS COATING
ON BLOCK
00
---------—.---------- --TOP OF SLAB
+0'-0" A.F.F.
(REF. ELEV.)
REAR ELEVATION
2x4 VERT. AT EA. FACE OF
ARCH W/ (3) 10d NAILS AT
EA. END TOE NAILED W/(2) —
10d AT BUCK
2x4 SOLID BLOCKING (FULL
WIDTH OF WALL) BTWN.
PLYWD. ARCH FACES W/ (3) _
10d NAILS THRU O.S.B. INTO
EA. 2x4
P.T. (2) 2X4 BUCK -
CONNECT TO BLOCK W/ fie" x
20 VERT. BRACES
3 TAPCONS (1 1 /4 MIN.
EMBEDMENT INTO BLOCK) L
1/2" COX PLYWOOD PANEL
(BOTH SIDES) NAILED TO BUCK
2K=;jpkW/
8d NAILS AT 4" O.C.
—17
PROVIDE Ifs" x 3" TAPCON (1
2x4 SOLID BLOCKING (FULL
1/4' MIN. EMBEDMENT INTO
WIDTH OF WALL) BTWN. PLYWD.
BLOCK) AT EA. SIDE BUCK-(1)
ARCH FACES W/ (3) 10d NAILS
WITHIN 4" MIN. TAPCON OF
THRU O.S.B. INTO EA. 2x4
START OF ARCH
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
/
CONNECT W/ 8d NAILS
1" x 3"
SECTION A -A
CONNTTINUOUS
1/2" CDX PLYWOOD
A —A PANEL (BOTH SIDES)
NAILED TO BUCK W/
8d NAILS AT 4" O.C.
PRECAST LINTEL AT TOP
BLOCK COURSE
ARCH IN
MASONRY 0ENG.
DETAIL
1 /4" = 1'-0"
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
LINE OF RECTANGULAR
ROUGH OPENING
1RIDGE HEIGHT
------------.__ `------
+17'-10" A.F.F.
6"W. RAISED TRIM
(PROJ. 3/4")
TRUSS BRNG. ® ENTRY
+12'-11" A.F.F. DD
TOP OF WINDOW
AT 12'-6" A.F.F. 8" 8"
63'W. RAISED TRIM ao
(PROJ. 3/4")
O LLU
TOP_OF_BLOCK _ 1-03'-0" -8"
IL 11mommi FI—kil El—ii
TOPOF SLAB
+0'-_0" A.F.F.-----------
(REF. ELEV.)
-ROOF
CRICKET
�- SMOOTH STUCCO FINISH AT
= FRONT DOOR
I �
�N
FRONT ELEVATION
1 /4" = 1'-0"
6"W. RAISED STUCCO
FRIEZE TRIM (PROJ. 3/4")
Ell
----------------------- — _TOP OF BLK
+8'-0" A.F.F.
a
00 2
I
w Sip
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ TOP OF SLAB
+0'-0" A.F.F.
FFT !:�i nF FI F\/A Ti nNi (REF. ELEV.)
1x6 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.C. (MAX) FASTENED TO SILL W/
3/16' DIA TAPCONS
0 I8' O/C
PERIMETER CAULKING
DRYWALL BOARD 8 y 0
oQ FLOOR COWRING—�
DOOR TRIM CEMEN777/WS FINISH °
ERIMEMR CAULKING QOo $� 'O O ° �0 0
DOOR FRAME FASTENED THROUGH BUCK DOOR TRIM °
W/ 3-1/4' x 1/4' (MIN) TAPCONS
WITH 1) TAPCON O PERIMETER CAULKING
4•EO� FROM TASGNEA. D VERDCAL CONCRETE SLAB
LEG W/ MtN. EMBED OF 1518.
HEAD/JAMB DETAIL SILL DETAIL
EXT DOOR EXT DOOR
16"OVERHANG
TYPICAL UNLESS
OTHERWISE NOTED
— — —TOP OF BLK
+8'-0' A.F.F.
ENTRY SECTION
1 /4"
1x3 OR 1x4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 12' O/C
MAIL
CONC. OR MASONRY
-DRYWALL BOARD
_—CAULKING
ALUMINUM FRAME
FASTEN 7HRU BUCK W/
3/16 x3 1/4" TAPCON
SCREWS 0 24' 01C
MAX. IN PREURILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMINRIIOUS FINISH
HEADDETAIL
WIND❑W
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16 x3 1/4' TAPCON
SCREWS 0 2, 0/C
MAX IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMEN71110US FINISH
CONC OR MASONRY
1x3 OR Ix4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 12' 0/C
MAX
DRYWALL BOARD
CAULKING
JAMB DETAIL
WIND❑W
12
16 -
ALUMINUM FRAME
SECURE FRAME TO SILL
WITH SILICONE
ZI—CAULKING
,..bQ .. u° 0
PRECAST OR POURED
SILL
PERIMETER CAULKING
SILL DETAIL
WIND❑W
_TOP OF BLK.
------------------------ -- --- —_TOP OF SLAB
+0'-0" A.F.F.
(REF. ELEV.)
RIGHT SIDE ELEVATION NOTES:
1 /4" = 1'-0" 1. WALL FENESTRATION PER FBCR 2017 703.4
2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS,
FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF
ROOFING CEMENT.
3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X
BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED
BUCKS — SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT.
STUCCO FINISH FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING — WINDOW
PERIMETER CAULKING WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2).
CONC OR MASONRY
1x4 OR 1x6 P.T. BUCK SET IN
SEALANT AND NAILED
ARDENED
*DOOR
COL 1 AILSCATT 2ASE 401C.DRYWALL BOARD
CAULKING
FRAME
FASTEN 7HRU BUCK W/
W/ 3-1/4' x 1/4' (MIN)
TAPCONS AT 24' O/C MAX
IN PREORILLED HOLES
BY MANUFACTURER
JAMB/HEAD DETAIL
(SGD)
1 /4"
FRAME
FASTEN TO SILL W/
0 x I' SCREWS
0 2'-0' 0/C
;A.
FLOOR COVERING
GROUT BED
CONCRETE SLAB
SILL _DETAIL
(SGD)
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL
C. ANDERSON
Aicha
Digitally
signed by
IMichael
Anderson
� n der
Date:
2020.11.10
On
FL. LIC.
17:37:09
-05'00'
AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-20
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PROJECT
NO. 17-015-055
DATE DRAWN 10-5-20
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 118 SQFT
ENTRY 38 SQFT
TOTAL 2306 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
PROVIDE 2x4
BOTTOM CHORD
BLKG. AT 48" O.C.
SEE NOTE #2
-
OH
0
1'-4" -
OH
1/2"0 A.B. AT 32" O.C. IN LINTEL
SEE GABLE END SECTION XX SHEET A6.1
NOTE: TOP OF
BEARING AT
LANAI +8'-0"
B-10 A.F.F.
P.C. LINTEL
BOTT.
6'-8„ — — —
"o l
B—• 11
B-7
8 FLAT
CLG.
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II
III (I 2
"X" BRACING I
TYP.
II I
8' FLAT I COFFER
CLG. CLG.
I
VAULTED
CLG.
OH
VAULTED
CLG.
II
VAULTED
CLG. I I
I VCLGTED
{ {
B-4
I I I I
CATHEDRAL
CLG.
8' FLAT
CLG.
(
i
I I 8' FLAT
I CLG.
VAULTED
CLG.
8' FLAT
CLG.
OH
(2)2x6
2x4 "X" BRACING
TYP.
{
{
22"x54"
i x ATTIC ACCESS
2X4 KNEEWALL- TOP
+ 12'-11" A.F.F.
II
II
2X4 KNEEWALL- TOP
+ 12'-11" A.F.F.
8' FLAT
CLG.
—�—
—
I I
_u
I I I
OD
II
II
II
{{
{
{I
E
E
II II
II
{I
II II
II
I
'
B-2
1 /2" 0 A.B. AT 32" O.C. IN LINTEL
d-o B-1
� 1 /2"0 A.B. AT 32" O.C. IN LINTEL 01
SEE SiLU I IUN X-X UN SHEET A6.1
SEE SECTION X-X ON SHEET A6.1
P.C. LINTEL
BOTT.
6'-8"
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 > 14-10d x 1 1 /2
USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.)
SIMPSON (2) HTS20 < 2900 > 24-1Od X 1 1/2
TO PLATES
24-1 Od X 1 1 /2
TO STUDS
0.*
8U8 8F8-1B 8F16-1B/1T
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2' CLEAR
F = FILLED WITH GROUT / U = UNFILLED H
QUANTITY OF REBAR AT BOTTOM OM.U.
F LINTEL CAVITY J ••
F '
8I716-1B/1T W%J
o �° •--GROUT
V)Z
NOMINAL WIDTH L � #5 REBAR AT BOTTOM
N❑MINAL HEIGHT-]REBAR AT TOP_ OF LINTEL CAVITY
7-5/8'ACTUA
TYPE DESIGNATIGN 8' NOMINAL WIDTH
x4 "X" BRACING
TYP.
ROVIDE 2x4
OTTOM CHORD
LKG. AT 48"
I.C. SEE NOTE #2
CONNECTOR PER
ANCHOR SCHEDULE
2-2X4 TOP PLATE
W/ SIMPSON "SPH4"
AT EACH TOP PLATE
/ STUD CONN.
KNEEWALL W/ 2X4' SPACED
16" O.C.
2 X 6 BETWEEN TRUSSES
UNDER FRAME WALL
SIMPSON "SPH4" AT
ALL BOT.
PLATE/STUD CONN. -
FRAMING PLAN
1 /4" = 1'-0"
4
PRECAST HEADER SCHEDULE
B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
208"
8F16-1B
950 PLF
361 PLF
B-2
70"
8F8-1B
1459 PLF
1272 PLF
B-3
42"
8F16-1B
6113 PLF
3547 PLF
B-4
68"
8RF14-1B
4567 PLF
1960 PLF
B-5
54"
81716-1B
6039 PLF
2507 PLF
B-6
70"
8F16-1B
1459 PLF
1272 PLF
B-7
112"
8F16-1 B
1818 PLF
980 PLF
B-8
64"
8F16-1 B
5365 PLF
2290 PLF
B-9
64"
8F16-1 B/2T
5365 PLF
2290 PLF
B-10
168"
8F16-1 B/2T
1002 PLF
709 PLF
B-11
112"
8F16-1 B/2T
1843 PLF
1326 PLF
CONNECTOR PER
ANCHOR SCHEDULE
ROOF TRUSS OVER ENTRY
DBL. 2x4 TOP PLATE
PLACE 2 X 4 STUDS OVER
EACH TRUSS (2'-0" O.C.)
7/16" O.S.B.
8d ® 4" O.C. EDGES]
6" O.C. FIELD
CONNECTOR PER
FRAMING PLAN
-- P.T. 2X4 BOT.
PLATE W/ 1 /2" DIA.
A.B. @ 16" O.C. W/
2-3/4" MIN. EMBED.
& 2" SQ. WASHERS
KNEEWALL DETAIL
I-j�-- 3-16d NAILS
2 X 4 VALLEY FRAMING
AT 16" O.C.
REFER TO TRUSS ENGINEERING
FOR CUPPED GARAGE TRUSS
FRAMING NOTES:
1. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 L.L./17 D.L.)
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3• AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1 /2" DIA. COUNTERSUNK
ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. 0 24"
O.C. VERT 0 (2)2x4 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0")
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS 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
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION)
MICHAEL C.
ANDERSON
lichae
Digitally
signed by
Michael
Anderson
ndersDate:
2020.11.10
n
17:3 7:24
-05'00'
FL. LIC. AR0017305
r
�LAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-20
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PROJECT
NO. 17-015-055
DATE DRAWN 10-5-20
DRAWN BY MCA
CAYMAN 1763 133
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 118 SQFT
ENTRY 38 SQFT
TOTAL 2306 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
M I
FI FCTRICAL LOAD CALCULATION
3 S.F. AT 3 VA
HALL APPLICANCE CIRCUITS 1500 VA EACH
NDRY CIRCUIT
GE
ATER HEATER
IWASHER
'OSAL
ER
TOTAL
;T 10 kVA AT 100%
AINDER AT 40%
4L OF OTHER LOAD
,VA OF AC AT 40%
4L
20 VA DIVIDED BY 240 V
L SUB PANEL
4L
-OR
VE
COACH LTS.
PREWIRE
USE 150 AMP SERVICE
AREA OF TILE FLOOR
2" RIGID O.H. SERVICE F.P.
3—#2/0 XHHW
5.3 kVA
2/0
SER CABLE
3.0 kVA
1.5 kVA
l 12.0 kVA 5
3.0 kVA
1.5 kVA
1.5 kVA
5.0 kVA
150
150
32.8 kVA
32 CKT
AMP
PANEL
C/B
10.00 kVA
9.12 kVA
METER
19.12 kVA
4.00 kVA
3#1 CU THNN
2" CONDUIT
23.12 kVA
96.3 A
30.0 A
NO. 4 CU. WIRE
126.3 A
TO COLD WATER
PIPE IF CU PLUMB.
IF NOT CU USE
-
SUPPLEMENT GROUND NO. 4 CU. WIRE
TO 5 /8" x 8' — 0"
SCHEMATIC
ELECTRICAL RISER GROUND ROD
ELECTRICAL PLAN
1 /4" = 1'-0"
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
2014 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES.
6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH
A MANNER THAT THE ACTUATION OF ONE ALARM WILL
ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF
SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED
WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND
UPON ACTIVATION OF ONE ALARM.
7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM
THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A
COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS
INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY.
WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING
SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT
PROTECTION.
NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
2017 F.B.C.
LEGEND
-
SURFACE MTD. CEILING FIXTURE
-
PENDANT FIXTURE
\Oi
RECESSED LIGHT
K�
WALL MTD. BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
n
I�
WALL MTD. VANITY LIGHT
®
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
EO
WALL MTD, SMOKE DETECTOR
O
CEILING MTD, SMOKE DETECTOR
O
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
Q
110 V. JUNCTION BOX
SWITCH @ 42' A.F.F.
RHEOSTAT SWITCH @ 42' A.F.F.
TP
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TOUCH PAD FOR SECURITY SYSTEM
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CENTRAL VACUUM OUTLET LOCATION
L=
ELECTRICAL DISCONNECT
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 341953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDIITION)
MICHAEL C. ANDERSON
Michael Digitally signE
by Michael
Anders Datle:rson
on 2020.11.10
17:37:38 -05'0
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-20
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PROJECT
NO. 17-015-055
DATE DRAWN 10-5-20
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 118 SQFT
ENTRY 38 SQFT
TOTAL 2306 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14.104 CUBIC FEET
SHEET
A 5mO
rr ,
12
PER ARCHITECTURAL FIBERGLASS SHINGLES OVER
ELEV. 15# FELT ON 15/32" CDX PLYWOOD SHEATHING
AND PRE-ENGINEERED WOOD ROOF
\ TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
R-30 INSULATION
1 /2" CLG. GYP. BD. -
8%8" U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 REBAR CONT:
PRE-ENG'RED PRECAST LINTEL -
SEE SHEET A 4.0 FOR DETAILS
1 x4 P.T.
PLOYCEL SEALANT
P.T. WOOD BUCK
ALUMINUM WINDOW (REFER TO
FLOOR PLAN FOR SCHEDULE)
MARBLE SILL
1 /2" DRYWALL ON 1 x2 P.T.
FURRING ® 16" O.C.
R-4.2 FOIL INSULATION W/
4 MIL VAPOR BARRIER -
WD. BASE -
4" MIN. CONC. SLAB
(2500 PSI) W/ FIBER
MESH OVER VAPOR
BARRIER OVER CLEAN
COMPACTED POISON FILL
E
je
HURR. STRAP 0 EACH TRUSS
REFER TO CONNECTOR SCHED.
TYP. O.H.
R ROOF PLAN --- -
JkT
\ ' OP OF ER TO EXT.
RCK
ET. ELEV.
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
- WDW. HDR. HT. -
T PER PLANS
RAISED CEMENTI11OUS
TRIM PER ELEV.
- PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
CEMENTITIOUS COATING OVER
8x8x16 CONC. BLOCK
-1-#5 VERT. BAR TIED INTO
#5 BAR DOWEL W/ STD HOOK
AND RUNNING INTO LINTEL
(LOCATIONS PER FDTN. PLAN)
_0' - 0" _
Y TOP OF SLAB
FINAL GRADE
III STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
- CONC. FTG. PER
FOUNDATION PLAN
TYP. EXT. BLOCK WALL
2x6
P.T.
REINFORCED/FILLE
CONC. BLOCK CEI
1/2" DIA L-BOLT
(8" LONG) W/ 2"
SQ. WASHER AT
32" O.C. MAX.
JAMB DETAIL
2x4 P.T. W/ CONC.
NAILS AT 12" O.C. -i
I
�I LINTEL
I I
I I
2x4 STUDS ®SPACING
II PER PLANS
I
VERTICAL FILLED CELL
W/ 1-#5 BAR -
I (2) 16d
I CONC. BLOCK WALL
I
(2)2x4 P.T. W/1 /2" DIA.
COUNTERSUNK BOLTS
0 24" O.C. VERT
2 1/4" MIN EMBEDMENT
I I WITH 2" SQUARE X 1 /8"
II THICK HURRICANE WASHER
I
I I
I I
I I
I
L------
EXTERIOR FRAME WALL TO
TOP OF SLAB
CONC. BLOCK WALL CONNECTION
FASTEN GARAGE DOOR
TRACK STAYS TO PT BUCK
W/ 5/16" X 1-3/4" LAG
SCREWS ® 5" AFF, 36" AFF
72" AFF AND OPENING HT
FOR 8'-0" DOOR
FASTEN GARAGE DOOR
TRACK STAYS TO PT BUCK
2x6 P.T. W/ 5/16" X 1-3/4" LAG
SCREWS 0 5" AFF, 36" AFF
54 1 /2" AFF AND OPENING HT
FOR 16'-0" DOOR
-2x6 P.T. FROM BOT.
OF HDR. TO CLG. LINE
• 1 /2" DIA L-BOLT
M (8" LONG) W/
2 SQ. WASHER
• GARAGE DOOR
OPENING
N
�1/2" DIA L-BOLT (8" LONG) W/
2'.
SQ. WASHER AT 32 O.C. MAX.
(4) EA. SIDE OF OPNG.
ELEVATION
GARAGE DOOR DETAIL
2x6
P.T.
GROUT SOLID
TOP OF CELL
SAWCUT APPR
OPENING IN W
SAWCUT APPR,
OPENING IN Wj
25" MIN. LAP
e
�(2) 10d
0 6" O.C.
44 3 1 /4"
DETAIL AT
90° CORNER
0
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STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER 2017 FBCR.
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2017 FBCR.
3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN.
1" COVER ON 6 MIL POLY VAPOR BARRIER OVER
COMPACTED CLEAN FILL.
4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1 /2" TO 3/4"
COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE
SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94".
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING
FIBER MESH CONCRETE.
5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90.
6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
AS DEFINED IN ACI 53-99. f'm = 1500 psi
8. REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
9. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
10. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
1 /2 3/411
3/4" 7 /8" MIN. HOLE DEPTH
7/8" 1 1 /8" 6�,
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R OVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. L AD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
11. MISSING DOWEL PLACEMENT:
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
^'" X 6" DEEP HOLE FOR
:T IN EPDXY ADHESIVE
BLOCK WALL
25" MIN. LAP OF REBARS
3,000 PSI CONCRETE FILLED CELL
W/ #5 BAR
SAWCUT 1"W. OPENING IN WALL
FROM TOP TO BOTTOM FOR FULL
HEIGHT REBAR PLACEMENT INTO
CELL - FILL SOLID W. CONCRETE
SLAB
X 6" DEEP HOLE FOR
w #5 BAR SET IN EPDXY ADHESIVE
�D
ADDED REINF. FILLED
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 RENAR HOMES
5'
OROOF EDGE 20
OO ( O ROOF
I � I EDGE
OI O 10 RIDGE I
2 2 2O I �
2 Lo 0 1
ZONE 1-USE 8d RING SHANK NAILS 0 6" O.C. 10
O ZONE 2-USE 8d RING SHANK NAILS OZONE 3-USE 8d RING SHANK NAILS
0 6" O.C. ® 4" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON
ichae Digitally sign
9 Y 9
by Michael
Anderson
MICHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs Date:
FL. LIC. AR0017305 A2020.11.10
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 17:37:53 -05'(
(772)418-2118 n
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LTC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
� 9-28-20 /
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PROJECT
NO. 17-015-055
DATE DRAWN 10-5-20
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 118 SQFT
ENTRY 38 SQFT
TOTAL 2306 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET A
SHEET
INSTALL SIMPSON HTSM16
W/ (8) 10d NAILS TO TRUSS ATTACH
STRAP TO LINTEL W/ (4) 1/4" x 2-1/4"
MIN TAPCONS VERIFY NUMBER OF TAPCONS
WITH CONNECTOR SCHEDULE
PRE-ENGINEERED
ROOF TRUSS
8" X 8" X 16" —
CONCRETE LINTEL
BLOCK FILL WITH
CONCRETE AND
(1) #5 BAR
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
EL: 36" ABOVE
ADJACENT FLOOR
5x5xj" WELDED
FLANGE
N
1 "
3" 0 x 1 /4"
U-) M
5'
BOLLARD
STEEL PIPE
_j" TAPCON
TYP.4
5x5xj" WELDED
FLANGE
DETAIL
LINTEL BLOCK TOP COURSE
FILLED W/ CONC. & 1-#5 B
TOP OF LOWER
BLOCK WALL
Z Z
O ~ J
_ 2
Ui0a
ZwX
O=wa
#5 BAR DOWEL
W/ STD. 90' HOOK
2x8 RIDGE BOARD
2x6 RAFTERS AT 24" O.C.
MAX. - TOE -NAIL TO RIDGE
BD. W/ (2) 10d NAILS
ROOF
2x4 VERT. STUDS SHEATHING
® 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW)
SIMPSON STRONG -TIE
"H2.5"
AT EA. END OF 2x4
PRE-ENG'RED SEE VERT. STUD
TRUSSES NOTE #4
NOTES: SEE
1. HURRICANE CONNECTORS REQ'D NOTE #4
AT 8'-0" O.C.
2. PROVIDE H2.5 ROOF
AT EACH RAFTER END SHEATHING
3. PROVIDE 2x8 RIDGE BOARD
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES
AT LOCATIONS WHERE VALLEY FRAMING DOES
NOT BEAR ABOVE TRUSS
HAND FRAMED VALLEY DETAIL
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER
HORIZONTAL SPAN IS GREATER THAN 8'-0"
EXPANSI(
STRIP &
0 JAMB
HEAD LO
(ONLY)
PECIFICA11ON
STEEL, MASONRY
OR WOOD FRAMING
MORTAR JOINTS
1/4" TO 3/8"
(TYPICAL)
PANEL
ANCHORS
8"X8"X4"
(NOMINAL SIZE)
GLASS BLOCK UNITS
PANEL ANCHORS &
REINFORCEMENT
EVERY OTHER
COURSE OR 16" O.C.
WHICHEVER IS LESS
ASPHALT EMULSION
THIN MORTAR
CII I I nrATIOKI
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 IL
EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE.
SEALANT. SILICONE TYPE.
TOP OF HIGHER
BLOCK WALL ` - GLASS BLOCK INSTALLATION
II #5 BAR DOWEL
II W/ STD. 90' HOOK
I
Ali CONC. BLOCK WALL
I I
I I
I I
BLOCK WALL
TRANSITION
VERTICAL FILLED
CELL W/ 1—#5 BAR
HEIGHT
DETAIL
PLYWOOD SHEATHING
OVER WOOD TRUSSES
CEMENTITI❑US FINISH
ON METAL LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
J❑INT
STUCCO FINISH ON
BLOCK
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS
WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE
THROUGH THE WOOD DECK BY AT LEAST 1/8"
PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE.
AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE
ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE
1" 1'-0"
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
+ + + + + + + +
+ + + + + + + +
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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
Digitally
signed by
Michael
Michael Anderson
Anderson Date:
2020.11.10
17:38:08
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-20
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PROJECT
NO. 17-015-055
DATE DRAWN 10-5-20
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 118 SQFT
ENTRY 38 SQFT
TOTAL 2306 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
14.104 CUBIC FEET
SHEET
A 6ml
CORNER
FLASHING
TAPE
CORNER
FLASHING
TAPE
TOP
FLASHING
TAPE
SIDE �
FLASHIN
TAPE
FIN
CORNER
SIDE
FLASHING
TAPE
WINDOW TOP
_�� NAILING
CHECKRAIL
WINDOW BOTTOM
SILL FLA
SIL
IrNATER RESISTIVE BARRIER vvmIGR RC
1. CUT THE WATER RESITIVE BARRIER (1C) , ,
1H ST CUT�i I
I�- II
T--- I I-4TH CUT,
I I I 3RD I I MAKE A 6" CUT UP
1 �CUTI I FROM EACH TOP
I I i I I CORNER AT A 450
I I I ANGLE TO ALLOW THE
WATER BARRIER TO
)`1-Typ, I BE LAPPED OVER THE
I \ I I FIN AT THE HEAD OF
I 1 •<_2ND,• , 1 THE WINDOW.
1 �- CUT -�y I
lO I
L- - - - - - - - - - - - J
2. FOLD THE WATER RESISTIVE BARRIER (11)). 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 (}2" FROM
EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE
IT TO THE WATER RESISTIVE BARRIER.
5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1-. DO NOT
ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G).
NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS.
1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME
HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE
WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2"
BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. r
IEXT�RIpR `
I
I
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 1 2
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON I
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 22 1
SHOWN. ram, I
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. i
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C)
4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES
OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL
CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE
COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE
BARRIER AT BOTH UPPER CORNERS OF THE WINDOW.
NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D)
�I
EXTERIOR I ,
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I I
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TOE NAIL (2) 16d EACH RinF
2x4 TRUSS TOP CHOI
BLKG. ® 48" O.C.
PRE-ENG. TRUSSES
AT 24" O.C.
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0" O.C. REFER TO
FRMG. PLAN
(2) 16d
COMMONS TOE
NAILED EA. SIDE
2x4 45' CROSS BRACING
AT 4'-0" O.C. NAIL 2 X 4 BLKG TO
WA2)16d NAILS AT EA. 2 X 6 BLKG WITH 10d
TRUSS WEB MEMBER ®8" O.C.
NAIL 2 X 6 BLKG TO
DBL TOP PLATE WITH
1Od ® 8" O.C.
SIMPSON "MSTAM24" AT 32" O.C. W/ 5-1/4" X 2 1 /4"
TAPCONS IN MASONRY & 9-10d X 1 1/2" IN 2X6 STUD
8x8 U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 BAR CONT.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FDN. PLAN
GABLE END SECTION @ VAULT
NOTE: * HOLD FACE OF GABLE END
TRUSS IN 3/4" BEYOND BLK.
FOR CEMEN1111OUS FINISH
•
J
® 48" O.C.
3d COMMON NAILS AT
X4 LADDER FRAMING
- GABLE END TRUSS
15/32" PLYWOOD
SHEATHING OVER GABLE
END TRUSS FASTEN WITH
8d ® 6" O.C.
NAIL EACH TRUSS
BOTTOM CHORD
MEMBER TO 2 X 4
BLKG WITH (2) 10d
2 X 8 0 16" O.C. KNEE
WALL WITH SIMPSON SPH8
AT EACH STUD
SIMPSON HETA20
32" O.C.
EXPANSION JOINT AT
CEMENTITIOUS FINISH
2x6 P.T. PLATE
CONT. W/ 5/8" DIA.
ANCHOR BOLTS
® 32" O.C. OR W/1 /2"
DIA. ANCHOR BOLTS
® 24" O.C.
ROOF SHEATHING
2x4 BLKG. ® 48" O.C. —
(2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
GABLE END TRUSS
AIR -INFILTRATION BARRIER
OVER EXT. SHEATHING (SEE
EXT. ELEV. FOR FINISH MAT'L.)
TRUSS SETBACK
PER FRMG. PLAN
TOE NAIL (2) 16d EACH SIDE
�- 2x4 BLKG. ® 48" O.C.
PRE-ENG. TRUSSES
® 24" O.C.
2x4 45' CROSS BRACING
AT TRUSS MID -PT. AND AT
8'-0" O.C. (MAX.)
ROOF 12
SHEATHING PER
ELEV.
HURRICANE STRAP
® EACH TRUSS PER
FRMG. PLAN -
8x8 U-BLOCK TIE -BEAM FILLED
W/ CONC. & (1) #7 BAR CONT.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FDTN. PLAN
GABLE END SECTION @ HIP ROOF Y-Y
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' D.C. i
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' D.C.
10 FT, TO 20 FT. (3) PAIRS AT 1/4
LESS THAN 10 FT. P❑INTS (1) PAIR AT
MIDP❑INT
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0' D.C. REFER
TO FRMG. PLAN —
(2) 16d
COMMONS TOE
NAILED EA, SIDE -
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
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0" O.C. REFER TO
FRAMING PLAN
(2) 16d COMMONS
TOE NAILED EA. SIDE
- 15/32' CDX PLYWOOD SHEATHING
,= 2x4 BLKG, @ 48' ❑.C,
/ I '\4/- (2) 16d COMMON NAILS AT
EA, 2X4 LADDER FRAMING
I 2X4 STR❑NGBACK 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 8d
NAILS AT 6' D.C.
2X4 'T' OR 'L' STR❑NGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' D.C.
SIMPS❑N HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' D.C. MAX)
16d COMMON
NAILS AT 6' ❑,C.
TO 2x6 P.T.
PLATE
CEMENTITI❑US FINISH OVER FRAME
C❑NSTRUCTII❑N
APPLIED 2 LAYERS OF AN APPROVED
w
WATER RESISTANT BARRIER MATERIAL
-
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP,
EXPANSI❑N J❑INT
AAIITNN CSSE��I1MENTITI❑US
fx IP;T. PLATE
C❑NT, W/ 1/2'x
8" ANCHOR BOLTS
@ 32' D.C.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
Micha Digitally
signed by
el
Michael
Anderson
Anders Date:
2020.11.10
o n 17:38:24
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-28-20
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AT 16" O.C.
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BASE CABINET -7
1
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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
M i c h a e Digitally
signed by
I Michael
Anderson
Anders Date:
2020.1 1.10
on
17:38:41
-05'00'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
� 9-28-20 �
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