HomeMy WebLinkAboutBuilding PlansI:
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: LOT 86 / BLOCK * / PHASE IIA, MORNINGSIDE COMMUNITY, FT. PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: - T« mm LL4 wFm
MANUFACTURER
THERMA-TRU
GLASS
3/16" TEMPERED
--
ATTACHMENT METHOD
HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 3"
FROM CORNERS,14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
PRODUCT
APPROVAL
FL15225.5
DESIGN
PRESSURES
+40.0 - 40.0 PSF
OPENING
ID
3068
W/ SDLT.
PRODUCT
EXTERIOR SWING DOOR
MODEL#
FIBER -CLASSIC
SMOOTH STAR
16070 OVHD
OVERHEAD DOOR
MODEL 9100
WAYNE DALTON
«>>
STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD ONE PER BRACKET - (5)
BRACKETS TOTAL PER VERTICAL STEEL TRACK
FL9174.6
+39.2 -43.7 PSF
SLIDING GLASS DOOR
SERIES 420
MI WINDOWS AND DOORS
3/16" TEMPERED
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" O.C. MAX. SILL: SPACED 6" FROM
CORNERS, 17" O.C. MAX.
FL15332.6
+/- 40.0 PSF (MIN)
8068 S.G.D.
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
Q
WINDOW
Q
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA. TAPCONS AT EACH WALL TIE WITH
Q
GLASS BLOCK
81"x8"x4"
MULIA, INC.
1-1/4" MIN. EMBEDMENT
NOA 15-0916.12
+/- 90.0 PSF (MIN)
185 SH
MI WINDOWS AND DOORS
1/8„ ANNEALED
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
Q
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
Q
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
Q
WINDOW
-
ALL ANCHORS ARE #10 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
Q
FIXED GLASS
FIXED 185
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 6" FROM CORNERS, HEAD& SILL: 18" O.C. MAX., JAMBS:18" O.C. MAX.
FL15349.1
+/- 60.0 PSF (MIN)
TAMCO BUILDING
PRODUCTS, INC.
«»
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND
PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS 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.
FL12328.7
UNDERLAYMENT
30# ASPHALT
SATURATED
ORGANINC FELT
ASPHALT SHINGLES
CAMBRIDGE AR
TAMKO BUILDING
PRODUCTS, INC.
«>>
GALV. ROOFING NAILS,11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH
TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/81,
ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
FL18355.1
FL12019
+/- 70.0 PSF (MIN)
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION
MATERIALS
«>>
_-- "-
METHOD OF ATTACHMENT: DIRECT MOUNT
HURRICANE SHUTTERS
"SAFETY EDGE"
STORM PANELS
TOWN & COUNTRY
INDUSTRIES, INC.
«»
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
33 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', 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO
FL 12856.2
+/-54.0 PSF (MIN)
9 -2 , 54 PSF: 11.1 O.C. SPANS UP TO 5 , 6.1 SPANS UP TO 9 -2
TABLE R301.2(1)
cirni rmrome
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN r
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMP"
ICE BARRIER
UNDERLAYMENT
REQUIRED
FLOOD
HAZARDSB
AIR
FRNDEX
MEAN
ATEMPII
Spaedd
Topogmphic
Weatherng°
Frostlineb
Termitec
LOAD
(mph)
effectsk (NA)
CATEGORY
depth
N/A
See Fig. R301.2(4)
N/A
NegiigiWe
N/A
Very
N/A
N/A
N/A
Heavy
For SI: 1 pound per square fool = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering is "neglible" for concrete as detenoined 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.
a 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 outdone design dry-bulb temperature shall be selected from the columns of 971/2-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 junsdiction'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 (0) 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.
1. Reserved.
1. 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 = 1.918.0 SQ. FT. / 150 (F.B.C. R806.2) - 1.2.78 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 1 V WIDE SOFFIT = 43.1'. 8" WIDE 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 SO. IN. / SQ. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SO. IN. / SO. FT. X 1 SQ. FT. / 144 SO. IN. = 24.14 SQ. FT.
CONCLUSION:
VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
I have reviewed the above product approval
information and approved it.
Name: Ai it, Am*( A'yfl/! «'I
Signature:' G
Certification Number: Ar-00 n
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
*PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
TYPE OF CONSTRUCTION: CBS X
BUILD114G DESIGN': ENCLOSED X
ULTIMATE DESIGN WIND SPEED:140 MPH
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: 11
FRAME_ _
OPEN PARTIALLY ENCLOSED
160 MPH X 170 MPH
EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN 1UILDING HEIGHT: 15'
OVERHANG:1.33 FT ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE)
SHUTTERS: YES X NO
IMPACT RESISTA14T ASSEMBLY: YES NO X
ROOF LOAD:
TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF
BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF
(NON -CONCURRENT)
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
46.1 PSF / ••50.0 PSF
20 TO 49.9
44.0 PSF / 47.9 PSF
50 TO 99.9
41.2 PSF / 45.1 PSF
100 TO 499.9
39.2 PSF / 43.1 PSF
500 AND ABOVE
34.3 PSF / - 38.2 PSF
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19.9
46.1 PSF / 61.7 PSF
20 TO 49.9
44.0 PSF / 57.5 PSF
50 TO 99.9
41.2 PSF /-52.0 PSF
100 TO 499.9
39.2 PSF / '-47.9 PSF
500 AND ABOVE
34.3 PSF / -38.2 PSF
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIG. 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
r
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f
FL. LIC. AR0017305
1Mx- Cr � p
R�VIEWED FO E
CODE COMPL U D
ST. LUCIE CO
BOCC
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
12-10-19
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PROJECT
NO. 17-015-086
DATE DRAWN 12-10-19
DRAWN BY MCA
CAYMAN 1763 B2
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE =
14,104 CUBIC FEET J
SHEET
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DES 18 'Q19
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10'-7 5/8" 3 1/2-
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6'-4" 12'-4"
38'-0"
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2-# BARS R + +
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8" 1'-4'
-4' 2'-0"
A DETAIL B DETAIL _ C DETAIL
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---- SLAB AT WALL
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LARGER THAN PIPING
THRU FTG.)
3" MIN.
FTG. PER
DEPTH
3" MIN 3"MA. DETAIL
FOOTING &
NOTE: ALL FOOTINGS DESIGNED FOR REBAR
2,500 PSF SOIL BEARING CAPACITY 1'-0" 1'-0" TRANSITION
PIPE THRU
PF FTG. DETAIL
1
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 71'-0"
AE = 58'-9"
BD = 64'-6"
BF = 68'-6"
UIMLN51UN5 AKL
ROUNDED TO THE
CLOSEST INCH
FOUNDATION PLAN
1/4" = 1'-0"
3" V.T.R
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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
FL. LIC. AR0017305
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PROJECT
NO. 17-015-086
DATE DRAWN 12-10-19
DRAWN BY MCA
CAYMAN 1763 B2
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
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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
96X80"
2
8068 S.G.D.
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"
15.5 S.F.
.49
.24
2
C
4'W. X S-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.
G
52"W.06"H.
EYEBROW (28" LEGS)
11.8 S.F.
47
.24
1
MUNTINS
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH 2O17 FLORIDA 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
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
PLAN REVIEW
MASTER PLAN REVISION
1 Z-10-19
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PROJECT
NO. 17-015-086
DATE DRAWN 12-10-19
DRAWN BY MCA
CAYMAN 1763 B2
LIVING 1763 SOFT
GARAGE 387 SOFT
LANAI 148 SOFT
ENTRY 38 SQFT
TOTAL 2336 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
A 2mO
l'-2 7/8"
cl
rn
co �I
O �
ATTACHMENT PER MFRS.
R�ENNG 5EEt�0 RECOMMENDATIONS
/1x2 NAILED TO TRUSS TAILS
W/ (2)-8d NAILS
CONCRETE "U' KOCI
TIE —BEAM TOP COUR
HORI2. 2x2 NAILED TO
VERT. Ix2'S W/ 12d x
3-1/4- NAIL
SOFFIT DETAIL
N.T.S.
TOP OF BLK. _
ATTACHMENT PER MFRS.
RECOMMENDATIONS
.ES O 8" O.C. PER MFRS.
JMENDATIONS 12
VENTED SOFFIT 61—
7 1/2"
1'-0" 4-11 5/8"
iD
o JI
l'-2 7/8"
In 1 i�
co
8"
i I
1'-2 7/8"
O
TOP OF BLK.
OVERHANG SEPARATIONS +8'-0" A.F.F.--
CEMENTITIOUS COATING
ON LATH
E.J.
CEMENTITIOUS COATING
ON BLOCK
Do
i
to
TOP OF SLAB
— — —A. — — — — — — — — — — — — — — — — — — — — — — —
+0'-0" F.F.
(REF. ELEV.)
REAR ELEVATION
2x4 VERT. AT EA. FACE OF
ARCH W/ (3) 10d NAILS AT
PRECAST LINTEL AT TOP EA. END TOE NAILED W/(2)
BLOCK COURSE 10d AT BUCK
2x4 SOLID BLOCKING (FULL
WIDTH OF WALL) BTWN.
P.T. (2) 2X4 BUCK TOP OF BLOCK WALL PLYWD. ARCH FACES W/ (3)
- CONNECT TO 10d
EA. NAILS THRU O.S.B. INTO
BLOCK W/ )(6" x 3" EA. 2x4
TAPCONS (1 1/4"
MIN. EMBEDMENT P.T. (2) 2X4 BUCK -
INTO BLOCK) CONNECT TO BLOCK WN.
2X4 VERT. BRACES 3" NS (1 1/4" N.
EMBEEDMEDME MINT INTO BLOCK)
15/32" COX PLYWOOD PANEL
(BOTH SIDES) NAILED TO BUCK
W/ 8d NAILS AT 4" O.C.
PROVIDE �fB" x 3" TAPGNN (1
2x4 SOLD 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 i" x 3" BUCK
CONTINUOUS
SECTION A -A
(REF. ELEV.)
OVERHANGI6"
TYPICAL UNLESS
OTHERWISE NOTED
TOP OF BLK._
+8'-0" A.F.F.
ALIGN FRIEZE BD. —
W/ GARAGE DOOR
HEADER
12
6�
5"W. RAISED STUCC
FRIEZE TRIM (PROJ. 3/4
ROOF -
CRICKET
1/4" = l'-O"
TOP OF SLAB _ 4
+0'-0 A.F.F.
(REF. ELEV.)
18"H.xl8"W. QUOINS
W/ 2" CLR. BTWN.
lulII _J-
1/4" = 1'-0'
15/32" COX PLYWOOD
A -A PANEL (BOTH SIDES)
NAILED TO BUCK W/
8d NAILS AT 4" O.C.
PRECAST LINTEL AT TOP
\ / BLOCK COURSE
12
16
— — — — — — — — — — — — — — — — \ — — — — — — — — — — O — — — — O — — — — — — — — — A
— — — — — — — — — — — — —
JD-
FT TT_l
D0 = CEMENTITIOUS COATING
ON BLOCK
_
:L — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
---------------------------
RIGHT SIDE ELEVATION
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS gk TOP OF BLK.
ARCH +8'-0" A.F.F.
OPNG. UNE OF RECTANGULAR
ROUGH OPENING
ARCH IN
MASONRY OPNG.
DETAIL TOP OF SLA
+0'-0" A.F.
ICI ICI ICI I�■I �
!� '• ICI ICI I■�I ICI �
SMOOTH FINISH AT
FRONT DOOR / WDW.
FRONT ELEVATION
CONC. OR MASONRY
DRYWALL BOARD
DOOR TRIM
DOOR FRAME FASTENED THROUGH BUCK
W/ 3-1/4' x 1/4" (MIN) TAPCONS,
WITH (1) TAPCON
6' MIN FROM EA. CORNER, AND
4 EQ. SPACED TAPCONS ON EA. VER77CAL
LEG W/ MIN. EMBED OF 1 5/8'
HEAD/JAMB DETAIL
EXT DOOR
12
61
lx6 P.T. BUCK SET IN
SEALANT AND SECURED W/
CASE HARD NAILS Q 12' O.C. (MAX)
PERIMETER CAULKING
FLOOR COVERING —
ICEMENT1110US FINISH
DOOR THRESHOLD SET
IN BED OF CAULK do
FASTENED TO SILL W/
3/16' DIA. TAPCONS
0 18' O/C
PERIMETER CAULKING 60° q'O . o 600
— DOOR TRIM V
PERIMETER CAULKING
CONCRETE SLAB
SILL DETAIL
EXT DOOR
/ — — — — — — — — — — — — — — — — — — — — — — — — —
war.m
1/4' = l'-O"
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
DRYWALL BOARD
CAULKING
r ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16'x3 1/4" TAPCON
SCREWS 0 24' 0/C
MAX. IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMEN71710US FINISH
HEAD DETAIL
WIND❑W
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/1670 1/4" TAPCON
SCREWS 0 24' 0/C
MAX. IN PREDRILLED
ALUMINUM FRAME
HOLES BY MANUFACTURER
SECURE FRAME TO SILL
PERIMETER CAULKING
WITH SILICONE
CEMEN1771OUS FINISH
CAULKING
CONC. OR MASONRY
14 OR ix4 P.T. BUCK SET IN
OO
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
o
COIL NAILS AT 12' 0/C.
MAX.
PRECAST OR POURED
SILL
PERIMETER CAULKING
DRYWALL BOARD
CAULKING
JAMB DETAIL
WIND❑W
SILL DETAIL
WIND❑W
_ 00
CEMENTITIOUS COATING
ON BLOCK
B
----
--
-----------------------
------------------------------ —
RIDGE HEIGHT
— — — — — —
ZZ
+17'-10" A.F.F.
(PROJ. 1 1 /2")
1/4"
+12'-11" A.F.F.
- 6"W. RAISED TRIM
(PROJ. 3/4")
�KEYSTONE
(PROJ. 1 1 /2")
I
18"H.08"W. QUOINS
W/ 2" CLR. BTWN.
(PROJ. 3/4")
TOP OF BLOCK,
+8'-0" A.F..F'.�'
— — _TOP OF SLAB
0'- +0" A.F.F.
(REF. ELEV.)
LEFT SIDE ELEVATION
ENTRY SECTION
1/4"
1/4" = l'-O"
STUCCO FINISH
PERIMETER CAULKING
CONC. OR MASONRY
ix4 OR lx6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
J COIL NAILS AT 24" O/C
\L-DRYWALL BOARD
��- CAULKING
DOOR FRAME
FASTEN 7HRU 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)
DOOR FRAME
FASTEN TO SILL W/
1
6 x 1" SCREWS
0 2'-0" 0/C
�E— FLOOR COVERING
oI
GROUT BED
CONCRffE 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)
18"H.xl8"W. QUOINS-/
W/ 2" CLR. BTWN.
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER P O� PLAN Z
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ANCHOR SCHEDULE
P.C. LINTEL
BOTT.
6'-8"
PROVIDE 2x4
BOTTOM CHORE
BLKG. AT 48" O.0
SEE NOTE ##d-
2x4 "X"
BRACING
TYP.
NOTE: TOP OF
BEARING AT
LANAI +8'-0"
A.F.F. 8-10
8711
4r,7
P.C. LINTEL
BOTT.
-8„
B_g 1/2"0 A.B. AT 32" O.C. IN LINTEL
—
—
—
—
I
SEE GABLE END SECTION XX SHEET A6.1
B-s o CN
I I
I i
B-7
PE
SE
— — — — — — —
8 FLAT
CLG.
I
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B-8
VAULTED 2x4 "X" BRA
CLG. TYP
I G I
CATHEDRAL I 8' FLAT
CLG. CLG.
OH
OH
8' FLAT
CLG.
II
B-5
VAULTED
CLG.
B-4
I I
I
I
B-5
8' FLAT
CLG.
CATHEDRAL
CLG.
8' FLAT
CLG.
I
1,OH
8' FLAT
CLG.
VAULTED
CLG.
8' FLAT I
CLG.
I
g_3
2x4 "X" BRACING
rO TYP•
(2)2x6
ATTIC ACCESS
W/ STAIRS
x
—
I L
I I I I
2X4 KNEEWALL— TOP
+12'-11" A.F.F.
2X4 K EEWALL— TOP
8' FLAT
CLG.
I I I
II II
I i t
II 16
I I I I i I
r-4" II II II
II IIII
2X4 "X" J L P.C. HEIR. BOT.
BRACING B-2 +7'-4" AFF
TYP.
1 2"0 A.B. AT 32" O.C. IN LINTEL
HATO
INDIC
BOTT(
BLKG. Al
SEE
r_4"
OH
6
i I
I II
I I I
II
II II
II
B-i o �I
I
1/2"0 A.B. AT 32" O.C. IN LINTEL
SEE SECTION X-X ON SHEET A6.1
SEE SECTION X-X ON SHEET A6.1
(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 > 14-1Od 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
24-1Od X 1 1/2
TO STUDS
IOVIDE 2x4
)TTOM CHORD
KG. AT 48" O.C.
E NOTE ##2 (2)2X W/ PLYWD.
SPACER BEAM
AS NOTED PER PLAN
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. —
2x STUD
16" O.C.
6"-
MAX.
ROOF TRUSSES OR 2x RAFTERS
® 24" O.C. CONNECT WA2)
16d MIN. COMMONS TOE —NAILED
TO TOP PLATE
SEE ROOF PLAN FOR REQ'D
STRAP AT EACH MEMBER.
SPH4 (TOP
PLATE TO BEAM
CONNECTOR)
® 16" O.C. TYP.
LSTA24
(BM. TO STUD
FLAT ARCH
CONNECTOR)
TOP PER
PLAN
NOTE:
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).
(PROVIDE (2)
CONNECTORS
SPH4 (STUD TO BOTTOM
FOR SPANS
PLATE CONNECTOR)
OVER 6' OR
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 ® 24" O.C.
(PLATE TO SLAB CONNECTOR)
FRAME BRG. WALL TO
SLAB CONNECTOR DETAIL
EXT. WALL OR INT. BRG. WALL
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
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"
8F8-18
1459 PLF
1272 PLF
B-3
42"
8F8-1B
3166 PLF
2165 PLF
B-4
70"
81`16-16
4360 PLF
2093 PLF
B-5
54"
8F16-1B
6039 PLF
2507 PLF
B-6
70"
8F8-1B
1459 PLF
1272 PLF
B-7
112"
8F16-18
1818 PLF
980 PLF
B-8
90"
8F16-16
2661 PLF
1634 PLF
B-9
90"
8F16-1B/2T
2661 PLF
1634 PLF
B-10
168"
8F16-18/2T
1002 PLF
709 PLF
B-11
126"
8F16-1B/2T
1533 PLF
t 1183 PLF
12
PER CONNECTOR PER
ELEV. ANCHOR SCHEDULE
ROOF TRUSS OVER ENTRY
+13'-2"
STD. BRG. HT.
DBL. 2x4 TOP PLATE
PLACE 2 X 4 STUDS OVER
- EACH TRUSS (2'-0" O.C.)
15/32" CDX PLYWOOD
8d ® 4" O.C. EDGES
6" O.C. FIELD
1ED AREA _
ATES 2x4
iM CHORD SIMPSON "SPH4" AT
48" O.C. ALL BOT. CONNECTOR PER
NOTE ##2 PLATE/STUD CONN. FRAMING PLAN
FRAMING PLAN
1/4" = 1'-O"
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
--- 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. ® 24"
O.C. VERT ® (2)2x4 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0")
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS 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 EDITIOP
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
12-10-19
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PROJECT
NO. 17-015-086
DATE DRAWN 12-10-19
DRAWN BY MCA
CAYMAN 1763 B2
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
A 4mO
OUTLET FOR
MICROWAVE
METER
COACH LTS.
PREWIRE
IIIIIIIINlij
S.D.
WH
II /
\ \
GFII I
SC.
22"x54"
—
7I
ATTIC ACCESS
W/ STAIRS
�r
W/ PULL CHAIN
—
LIGHT ABV.
ELEC. GARAGE
DOOR
'ANEL OPENER PREWIRE
I
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PREWIRE
I , I
I I
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n PREWIRE
S.D. i
i
wool
a /�1
COACH LTS.
PREWIRE
G)
S.D.
PREWIRE
100
FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY
AMPS 150 AMP BUS AMPS 2M
A/C 22.000 INT A/C 65.000
CIRCUIT
NO.
CIRCUIT ID
BRK
AMP
WIRE
SIZE
A PHASE
A PHASE
WIRE
SIZE
AMPNO.
BRK®RANGE
CIRCUIT
1
A/C
40
8
6
60
2
3
A/C
40
8
0
6
60
4
5
DRYER
30
10
8
40
6
7
DRYER
30
10
8
40
8
9
REFRIDG
20
12
12
20
10
11
KITCHEN
20
12
12
20
BATH GFI
12
13
KITCHEN
20
12
14
15
BEDROOM ARC
14
15
H— W
30
10
14
15
BEDROOM ARC
16
17
H—W
30
10
14
15
GENERAL LITE
18
19
SPACE
14
15
BEDROOM ARC
20
21
GENERAL LITE
15
14
14
15
WP/GARAGE GFI
22
23
DISHWASHER
20
12
14
15
GARAGE DOOR
24
25
0
14
15
GENERAL LITE
26
27
14
15
GENERAL LITE
28
29
0
30
31
32
33
34
35
36
37
38
39
40
41
42
ELECTRICAL LOAD CALCULATION
2074 S.F. AT 3 VA
6.2 kVA
2 SMALL APPUCANCE CIRCUITS 1500 VA EACH
3.0 kVA
LAUNDRY CIRCUIT
1.5 kVA
RANGE
12.0 kVA
i WATER HEATER
3.0 kVA
DISHWASHER
1.5 kVA
DISPOSAL
1.5 kVA
DRYER
5.0 kVA
SUBTOTAL
33.7 kVA
FIRST 10 kVA AT 100%
10.00 kVA
REMAINDER AT 40%
9.48 kVA
TOTAL OF OTHER LOAD
19.48 kVA
10 kVA OF AC AT 40%
4.00 kVA
TOTAL 23.48 kVA
23,480 VA DIVIDED BY 240 V 97.8 A
POOL SUB PANEL 30.0 A
TOTAL 127.8 A
USE 150 AMP SERVICE
EXTENT OF AREA
FOR VINYL OR TILE
PER CONTRACT
ELECTRICAL PLAN
1 /4" = 1'-0"
2" RIGID O.H. SERVICE F.P
3—#2/0 XHHW
150 150
32 CKT AMP
PANEL C/B
METER
3#1 CU THNN
1 2" CONDUIT
NO.4 CU. WIRE
TO COLD WATERt J.
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 NOTES
1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION
UNLESS NOTED OTHERWISE.
2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS
SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI
CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER
EQUIPMENT AS REQUIRED BY N.E.C.
5. IF NE BRANCH CIRCUITS ARE ADDED:
A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS
SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED
BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER COMBINATION
TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH
CIRCUIT (NEC 210.12 (B)).
B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE
REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN
2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES.
NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
2010 F.B.C.
LEGEND
SURFACE MTD. CEILING FIXTURE
PENDANT FIXTURE
kO
RECESSED LIGHT
K>
WALL MTD. BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
I/
IpV
WALL MID. VANITY LIGHT
Gv
EXHAUST FAN
-0'
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
fOO
WALL MTD. SMOKE DETECTOR
O
CEILING MTD. SMOKE DETECTOR
O
CEILING MTD. CARBON MONOXIDE DETECTOR
-�
CHIMES
CHIMES PUSH BUTTON
TELEPHONE JACK
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.
a
RHEOSTAT SWITCH @ 42' A.F.F.
TP O
TOUCH PAD FOR SECURITY SYSTEM
O
CENTRAL VACUUM OUTLET LOCATION
LO
ELECTRICAL DISCONNECT
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
FL. LIC. AR0017305
MASTER PLAN REVISION
12-10-19
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PROJECT
NO. 17-015-086
DATE DRAWN 12-10-19
DRAWN BY MCA
CAYMAN 1763 B2
LIVING 1763 SOFT
GARAGE 387 SOFT
LANAI 148 SOFT
ENTRY 38 SOFT
TOTAL 2336 SOFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
A 5mO
R-30 INSULATION
1/2- CLG. GYP. BD.
8"x8" U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 REBAR CON"
PRE-ENG'RED PRECAST LINTEL
SEE SHEET A 4.0 FOR DETAILS
1x4 P.T.
PLOYCEL SEALANT
P.T. WOOD BUCK
ALUMINUM WINDOW (REFER TO
FLOOR PLAN FOR SCHEDULE)
MARBLE SILL
1/2" DRYWALL ON 1x2 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
ARCHITECTURAL FIBERGLASS SHINGLES OVER
15# FELT ON 15/32" CDX PLYWOOD SHEATHING
AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
,--- HURR. STRAP 0 EACH TRUSS
REFER TO CONNECTOR SCHED.
TYP. O.H.
R ROOF PLAN
TOP_OF_BLOCK
T REFER TO EXT. ELEV.
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
----��jj-WDW. HDR. HT.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
CEMENTITIOUS COATING OVER
8x8x16 CONC. BLOCK
1-#5 VERT. BAR TIED INTO
#5 BAR DOWEL W/ STD HOOK
AND RUNNING INTO LINTEL
(LOCATIONS PER FDTN. PLAN)
_0'-0"
- Y TOP OF SLAB
FINAL GRADE
-STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
-CONC. FTG. PER
FOUNDATION PLAN
TYP. EXT. BLOCK WALL
REINFORCED/FILLE
CONC. BLOCK CEL
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
r
�I LINTEL
II
I
2x4 STUDS ®SPACING
II PER PLANS
j VERTICAL FILLED CELL
W/ 1-#5 BAR
(2) 16d
�" --�
I CONC. BLOCK WALL n c
(2)2x4 P.T. W/1/2" DIA.
COUNTERSUNK BOLTS
I 0 24" O.C. VERT
2 1/4" MIN EMBEDMENT
II WITH 2" SQUARE X 1/8"
THICK HURRICANE WASHER
4aIj
I I
it -
I
TOP OF SLAB
EXTERIOR FRAME WALL TO
CONC. BLOCK WALL CONNECTION
FASTEN GARAGE DOOR
TRACK STAYS TO PT BUCK
W/ 5/16" X 1-3/4" LAG
SCREWS 0 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
2x6 4c..4(8" LONG) W/
2" SO. WASHER
P.T. GARAGE DOOR
" OPENING ---------
1/2" DIA L-BOLT (8" LONG) W/
N 2" SQ. WASHER AT 32" O.C. MAX
(4) EA. SIDE OF OPNG.
ELEVATION
GARAGE DOOR DETAIL
2x6
P.T.
GROUT SOLID AT
TOP OF CELL ----------
SAWCUT APPROX. 4"W. X 24"H.
OPENING IN WALL
SAWCUT APPROX. 4"W. X 24"H.
OPENING IN WALL
25" MIN. LAP OF REBARS
\\-(2) 1Od
0 6" O.C.
3 1 /4"
DETAIL AT
yU uur\lNt IK
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
B. 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"
3/4"
5/8" 7/8" MIN. HOLE DEPTH
3/4., 6"
7/8" 1 1 /8"
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.
3/4" DIA. X 6" DEEP HOLE FOR
#5 BAR SET IN EPDXY ADHESIVE
TOP OF 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
�w
3/4" DIA. X 6" DEEP HOLE FOR
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
O
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED AT 6" O.C. MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE NOTED.
7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN
ARE TO BE #2 OR BETTER, SPECIES GROUP it
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
OROOF EDGE O2 I d
-----------------{
S� I O ROOF
O (
.o ( EDGE
RIDGE t
4' O I
O lO
I 2 2 O
ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C.
0
OZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS
2 ® 6" O.C. ® 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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDI
MICHAEL C. ANDERSON
FL. LIC. AR0017305
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PROJECT
NO. 17-015-086
DATE DRAWN 12-10-19
DRAWN BY MCA
CAYMAN 1763 B2
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
� • 1
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
8" X 8" X 16"
CONCRETE LINTEL
BLOCK FILL WITH
CONCRETE AND
(1) #5 BAR
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
CEMENTITIOUS COATING ON
LATH OVER 2 LAYERS 15# FELT
2x8 RIDGE BOARD
OVER 15/32" CDX PLYWOOD
OVER GABLE END TRUSS
2x6 RAFTERS AT 24" O.C.
GALV. METAL
MAX. - TOE -NAIL TO RIDGE
FLASHING
BD. W/ (2) 10d NAILS
ROOF
2X4'S 16" O.C.
2x4 VERT. STUDS
SHEATHING
(4) 10d NAILS
12
0 4'-0" D.C. (PLACE
°
6
FIBERGLASS SHINGLES
ABOVE TRUSS BELowLR
OVER 15# FELT ON
SIMPSON STRONG -TIE
PROVIDE 2X4 BLKG
7/16" OSB
"H2.5"®
16" O.C. BEHIND
3 10d NAILS
( )
PRE-ENG'REDEE
AT EA. END OF 2x4
VERT. STUD
GABLE END TRUSS
TRUSSESOTE #4PER
TOP OF BLOC
PLAN
NOTES:SEE2X
1• HURRICANE CONNENOTE
#4AT
FASCIA
8'-0" O.C.W/
DRIP EDGE
2. PROVIDE "H2.5"ROOF
AT EACH RAFTER
SHEATHING
2X4'S ® 16" O.C.
3. PROVIDE 2x8 RIDGWHEN
APPLICABLE
P.T. 2X4 LEDGER BD.
4. PROVIDE 2x4 VALLTRUSSESW/
1/4" DIA. TAPCONS
1/2" EXT. GYP. BD.
AT LOCATIONS WHG DOES
(2-3/4" MIN.
NOT BEAR ABOVE TRUSS
EMBEDMENT) SPACED
2'-0„
SIMPSON LU24
HAND FRAMED VALLEY
DETAIL
16" O.C.
®EACH JOIST/
LEDGER BD. CONN.
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL
2x6 RAFTER
ROOF
A T
SLIDING
HORIZONTAL SPAN IS GREATER THAN 8'-0"
GLASS DOOR
DETAIL-1 STORY
EL 36" ABOVE
ADJACENT BOOR
5x5xr' WELDED
FLANGE
N
1
3" 0 x 1/4"
5.
BOLLARD
STEEL PIPE
3" TAPCON
ETAIL
WELDED
LINTEL BLOCK TOP COURSE
FILLED W/ CONC. & 1—#5 1
Z Z
O~ J
N U d
TOP OF LOWER = w
BLOCK WALL
#5 BAR DOWEL
W/ STD. 90' HOOK
TOP OF HIGHER
BLOCK WALL
#5 BAR DOWEL
W/ STD. 90' HOOK
CONC. BLOCK WALL
VERTICAL FILLED
CELL W/ 1—#5 BAR
BLOCK WALL HEIGHT
TRANSITION DETAIL
PLYWOOD SHEATHING
OVER WOOD TRUSSES
CEMENTITIOUS FINISH
ON METAL LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
JOINT
STUCCO FINISH ON
BLOCK
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
EXPANSK
STRIP &
0 JAMB
HEAD LO
(ONLY)
MASONRY
IOD FRAMING
kR JOINTS
TO 3/8"
AL)
ORS
3" X 4"
JAL SIZE)
BLOCK UNITS
ANCHORS &
)RCEMENT
OTHER
iE OR 16" O.C.
EVER IS LESS
ILT EMULSION
THIN MORTAR 0
SPECIFICATIONS SILL LOCATION
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
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
�ilirtr�
FL. LIC. AR0017305
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FLASK
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CUL_ `5r
l(D I
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 (h- FROM
EACH SIDE OF CORNER) (11F) 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.
I i�fiFXtr'F.� _
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 i" 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 j
1 I
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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
AT 4'-0" O.C.
W/(2)16d NAILS AT EA.
TRUSS WEB MEMBER
NAIL 2 X 4 BLKG TO
2 X 6 BLKG WITH 10d
® 8" O.C.
NAIL 2 X 6 BLKG TO
DBL TOP PLATE WITH
10d 0 8" O.C.
SIMPSON "MSTAM24" AT 32" O.C. W/ 5-1/4" X 2 1/4"
TAPCONS IN MASONRY & 9-10d X 1 1/2" IN 2X6 STUD
8x8 U-BLOCK TIE -BM. FILLED -----------
W/ CONC. & (1) #5 BAR CONT.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FON. PLAN
GABLE END SECTION C� VAULT
NOTE: * HOLD FACE OF GABLE END
TRUSS IN 3/4" BEYOND BLK.
FOR CEMENTITIOUS FINISH
SHEATHING PER PLAN
20 BLKG. ® 48" O.C.
_(2) 16d COMMON NAILS AT
EA. 2X4 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 ® 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/i/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 MATL.) —
TRUSS SETBACK
PER FRMG. PLAN
NAIL (2) 16d EACH SIDE
�— 2x4 BLKG. 0 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.
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. 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. SI➢E -
8x8 U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 BAR CONT,
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER F➢N. PLAN —�
GABLE END SECTION X-X
FQ
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' D.C.
(2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
_ 2X4 STRONGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF CONC. BLOCK
15/32' SHEATHING OVER GABLE
END TRUSS FASTEN WITH 8d
NAILS AT 6' 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' O.C. MAX)
16d COMMON
NAILS AT 6' O.C.
TO 2x6 P.T.
PLATE
CEMENTITIOUS FINISH OVER FRAME
CONSTRUCTIION
APPLIED 2 LAYERS OF AN APPROVED
WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP.
EXPANSION JOINT
AT CEMENTITIOUS
ZN IP.4. PLATE
CONT. W/ 1/2'x
W ANCHOR BOLTS
@ 32' O,C.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
12-10-19
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DATE DRAWN 12-10-19
DRAWN BY MCA
CAYMAN 1763 B2
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
A 6m2
RNG
KIT. AT RNG.
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
AT CEILING HT.
4, SHOWER HEADS AT 6'-8" A.F.F.
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MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
12-10-19
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NO. 17-015-086
DATE DRAWN 12A 0A 9
DRAWN BY MCA
CAYMAN 1763 B2
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,104 CUBIC FEET
SHEET
A 7mO
NOTE: ALL DUCTWORK PENETRATING
GARAGE CEILING SHALL BE R-6
FIBERGLASS DUCT WORK.
AC-1
EQUIPMENT SCHEDULE:
MFG.
CARRIER 3 TON
C.U.
CH14NBO360OG
A.H.U.
F84CNF042
HEAT
05 KW
COOLING CAP.
35,600
HEAT CAP.
34,000
ELECT.
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REF. LINES
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MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1/4" = 1'-0" 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
FL. LIC. AR0017305
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