HomeMy WebLinkAboutBuilding PlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: LOT 82 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA 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
EXTERIOR SWING DOOR
FIBER -CLASSIC
THERMA-TRU
3/16" TEMPERED
HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:
1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4"
W/ SDLT.
SMOOTH STAR
TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
FL15225.5
+40.0 - 40.0 PSF
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"
O.C. MAX. SILL: SPACED 6" FROM CORNERS,17" O.C. MAX,
FL15332.6
+/- 40.0 PSF (MIN)
A O
WINDOW
"
ALL
ANCHORS 3"FROMCORNERS, HEAD: ANCHORS, JAMBS: ANCHORS
185 SH
MI WINDOWS AND DOORS
1/8 ANNEALED
FL17499.2
+/- 60.0 PSF (MIN)
O
WINDOW
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
WINDOW
185 SH _
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS
FL17499.2
+/- 60.0 PSF (MIN)
0
NOT USED
WINDOW
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
FL17499.9
+/- 55.0 PSF (MIIN)
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
WINDOW
185 SH
_
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL17499.9
+/- 55.0 PSF (MIN)
O
GLASS BLOCK
8"x8"X4"
MULIA, INC.
PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA.
TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT
NOA 18-0129.17
+/- 90.0 PSF (MIN)
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
0
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL17499.9
+/- 55.0 PSF (MIN)
ALL ARE #6 WOOD N. EMBEDMENT)
O
FIXED GLASS
185 PW
MI WINDOWS AND DOORS
n
1/8 ANNEALED
ANCHORS 3"FROMCORNERSS , SPACECREWS D MAX.HORIZONTALLY AND VERTICALLY
FL15349.5
+/- 55.0 PSF (MIN)
ALL ANCHORS ARE #6 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
Q
FIXED GLASS
185 PW
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
FL15349.5
+/- 55.0 PSF (MIN)
UNDERLAYMENT
30# ASPHALT
SATURATED
TAMCO BUILDING
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND
ORGANINC FELT
PRODUCTS INC.
�
« »
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
TAMCO BUILDING
GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO
ASPHALT SHINGLES
HERITAGE
��
PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-118" ABOVE BUTT
FL18355.1
- '
PRODUCTS, INC.
EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION
« "
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRiM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
MATERIALS
+/- 50.0 PSF (MIN)
HURRICANE SHUTTERS
28 GAUGE GALV.
EASTERN METAL SUPPLY
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART
STEEL STORM--"
«»
FL 22270.1
PER MANUF.
PANELS
SPAN CHARTS
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS'
AIR
FREEZING
MEAN
ANNUAL
Speed
Topographic7
Weatheringa
Frost lineb
Termite`
LOAD
(mph)
effectsk (NA)
f
CATEGORY
depth
TEMP.REQUIRED
INDEX
TEMPT
N/A
See Fig. R301.2(4)
NIA
Negligible
NIA
Very
NIA
NIA
NIA
Heavy
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 nits.
a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)1. 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 R3012.1.4.
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 = 1,564.0 SQ. FT.
VENTILATION AREA REWIRED = 1.564.0 SQ. FT. / 150 (F.B.C. R806.2) = 10.43 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 193.4% 1Y WIDE SOFFIT = 10.7'
SQUARE FOOTAGE OF SOFFIT = (193.4' X 1.33') + (10.7' X 1.0') - 267.9 SQ. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR WAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SO. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 267.9 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 21.84 SQ. FT.
CONCLUSION:
VENTILATION PROVIDED = 21.84 SQ. FT. > VENTILATION REWIRED = 10.43 SQ. FT.. THEREFORE SOFFIT VENTILATION IS ADEQUATE
PROJECT & CODE DATA
*PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE
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: 23'
160 MPH X
OVERHANG:1.33 FT ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE)
SHUTTERS: YES X NO
IMPACT RESISTANT ASSEMBLY: YES
ROOF LOAD:
TOP CHORD:
BOTTOM CHORD:
FLOOR LOAD:
TOP CHORD:
BOTTOM CHORD:
LIVE LOAD: 20 PSF
LIVE LOAD: 10 PSF
(NON -CONCURRENT)
LIVE LOAD: 40 PSF
LIVE LOAD: 0 PSF
NO X
DEAD LOAD: 10 PSF
DEAD LOAD: 7 PSF
DEAD LOAD: 10 PSF
DEAD LOAD: 5 PSF
PARTIALLY ENCLOSED
170 MPH
M
1 have reviewed the above product approval
information and approved it.
Name: 1-4 ` MigA l Ahj CJyIJ&cm
Signature:
Certification Number: &A 0 d
Date: !/ Z � l
DRAWING INDEX
CVR
A-1.0
A-2.0
A-3.0
A-4.0
A-5.0
A-6.0
A-6.1
A-7.0
A-8.0
INDEX / PROJECT INFORMATION
FOUNDATION PLAN
FLOOR PLAN
BUILDING ELEVATIONS
ROOF / FRAMING PLAN
ELECTRICAL PLAN
WALL SECTIONS / NOTES
WALL SECTIONS / NOTES
INTERIOR ELEVATIONS
HVAC PLAN
COMPONENTS AND CLADDING WIND PRESSURES PER
2017 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19.9
27.7 PSF / -30.0 PSF
20 TO 49.9 -
26.4 PSF / -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 1 -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
�FL. LIC: ARO`3'17305' �
PLAN REVIEW REVISIONS
PLAN REVISION
8-24-20
MASTER PLAN REVISION
8-20-20
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PROJECT
NO. 17-015-003
DATE DRAWN 8-17-20
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI - 24 SQFT
ENTRY 28 SQFT
TOTAL 2618 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
00
I
00
LT ^A.— n 1 v VI .
CONC. FTG. W/
3—#51 E.W.
38'-0"
CONC.
SLAB 7
I L .
6x6 — 10x10 WWF I. —_OUTSIDE LINE
OR FIBER MESH I OF EXT. WALL CONC
j 1 1/2" MAX SLAB
BARS 8» 1'-8"
AA DETAIL
1
6x6 — 1Ox10 WWF
OR FIBER MESH
CONC. 8»
SLAB
o
2- I
BADSr-
2'-0„
C DETAIL
1
� I .
_ SLOPE
GRADE `F -
I
BAF7S „ 1'-8"
BB DETAIL
1
CONC.
-SLAB-
i
ARIES
CONC. 1—#5
SLAB BAR
00
4»t
G DETAIL
1
CONC.
SLAB —7 i
2- #5
BAR 4 J1,-4» K-4„
„
K DETAIL
1
3- #5 -
.BARS 8
w
�7 5/8"
Q
1'-8»
---('D6'N DETAIL
1\11�
`'
GRADE
o
1— #5
CONC. BAR
SLAB
Ig»I w
I H \ DETAIL
1
V)
6x6 - 10x10 WWF w
OR FIBER MESH Q
---
2-
BA S
o
A \ DETAIL
1
GRADE _I 2-#5
g" BARS
B DETAIL
1
w
CONC. �
SLAB
> d
- GRADE
2— _ 12"(MIN)
BADS o BELOW
I I
D DETAIL
1
7 5/8" (BLOCK _
CONC. � w_
SLAB T
I
3- #5
g' BARS
JJ DETAIL - S.G.D.
1
CONC. " "
SLAB 8 VARIES 8
SHOWER
M RECESS
L DETAIL
- 1
PIPE
SLEEVE
(DIA.
LARGER
THAN
PIPING
THRU
FTG.},
3" MIN.
FTGPER
DEPTH
3" MIN. 3" MIN. DETAIL
FOOTING &
REBAR
TRANSITION
PIPE THRU
PF FTG. DETAIL
1
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 51'-5"
BID = 51'-5"
UIMEN5IUNS ARE
ROUNDED TO THE
CLOSEST INCH
FOUNDATION PLAN
SCALE 1 /4" = 1'-0"
Ll
KITCHEN
BATH
6x6 - 10x10 WWF
OR FIBER MESH
CONC.— SLAB —I 1'-0"
3-
BAA-
1 20"
F DETAIL
1
r GRADE _-
5 1 /2" FRAME
7 5/8" BLOC c,4 cn
CONC.
SLAB ! >
I
2-#5
BARS
J DETAIL - S.G.D.
1 -
OR SEPTIC TANK
SCHEMATIC PLUMBING RISER
N TS
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
.f
FU. 'LIC.—AROG17305 _
PLAN REVIEW REVISIONS
PLAN REVISION
8-24-20
MASTER PLAN REVISION
8-20-20
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PROJECT
NO. 17-015-003
DATE DRAWN 8-17-20
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2618 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
A imo
FORM AND POUR
8x8 CELL
8x8x16 KNOCKOUT
LINTEL BLK. COURSE
PLYWD. GUSSETS AT
EA. SIDE 8x8 CELL
�- CONT. #5 BAR IN
LINTEL TOP COURSE
(2)2x6 BLKG. TO FORM / �- #5 BAR HOOK INTO
VOID IN LINTEL COURSE/ REINF. FILLED CELL
TO RUN VENT STACK
LINTEL COURSE PLAN ABOVE
VENT STACK AT DINING RM.
TOP OF BLOCK
+8'-8" A.F.F.
WINDO1
ROUGI
OPENIN
TOP OF SLAB
�„�.. --UR
LINTEL COURSE
2ND FLR.
BRG. WALL HT.
TOP OF
"2ND FIN. FLR.
8x8x16 KNOCKOUT
LINTEL BLOCK TOP COURSE Q
FILL W/ CONC. & 1-#5 BAR w
Ln
Lo
O N f
Iir
f
O W
REINF. FILLED
BLOCK CELL EA.
VERTICAL VENT
STACK BLK. CELL
INDICATES
VERTICAL
VENT STACK CELL VOID -
USE 8x8x16 PLUMBING
BLOCK OR
KNOCK OUT
SIDE WALL
OF 8x8x16
STANDARD
BLOCK
+0'-0" A.F.F. ^J VENT STACK TO
HALL BATH ABOVE
VENT STACK DETAIL AT DINING RM.
00
00
M
FIRST FLOOR PLAN
SCALE 1 /4" = 1'-O"
0
I
00 7»
Of
2:
TOP OF SLAB
1 1/4" DIA. HAND
TOP 32" ABV. LEA
EDGE OF TREAD
38'-0"
12"W. ARCH SOFFIT
PER ELEV.
k i J) I KtAU, Al J.3 tA. UI J I. I U r AUL
OF FIRST RISER
FOYER/STAIR ELEVATION
WINDOW SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
52.125"X62"X52.125"R
A
35 SH ELLIPSE
X55.017" LEG
.55
•22
1
MUNTINS
B
35 SH
52.125"X62"
.55
.22
1
22.4 S.F.
C
PR. 25 SH
36"X62"X2
31.0 S.F.
.49
.24
1
MULLED
D
NOT USED
E
4050 SH <EGRESS>
47.375"X59.625"
.22
2
(FRAME WALL)
19.6 S.F.
.55
F
3450 SH <EGRESS>
39.375"X59.625"
58
.24
2
(FRAME WALL)
16.3 S.F.
G
4'W. X 3'-4"H.
48"X40"
GLASS BLOCK
13.3 S.F.
DEFAULT
DEFAULT
1
H
2O40 SH
23.375"X47.625"
.55
.22
2
(FRAME WALL)
7.7 S.F.
36"W.x54"H. FIXED
35"X53"X28.52"R
GLASS (FRAME WALL)
X47" LEG
•47
•24
1
12 LITE
K
24"W.x24"H. FIXED
22"X22"
.45
.26
1
TEMP.
GLASS (FRAME WALL)
3.4 S.F.
�- 30"
RAD.
U
Of
OPEN cI
;. O
a
0
ARCH OPNG.
BTWN. DINING/BKFT.
00
1
d-
r"�
(3)2x4 STUD
COLUMN AT
CORNER
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
38'-0"
6- 3 491- 91,
3) 2X4 STUD
COLUMN, AT
' "
SECOND FLOOR PLAN
SCALE 1 /4" = 1'-O"
DOOR SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 W/ (1)
12 W. SIDELIGHT
64»X7"
3.1 S.F.
.19
.05
1
EXT. DOOR
MUNTINS IN SDLT
2
6068 S.G.D.
72"X80"
40.0 S.F.
.55
.25
1
EXT. DOOR
3
2868 SOLID CORE
1
GARAGE DOOR
4
2868
3
INT. DOOR
5
2668
6
INT. DOOR
6
2468
3
INT. DOOR
7
1668 BIFOLD
1
INT. DOOR
8
2068 BIFOLD
3
INT. DOOR
9
4068 BIPASS
3
INT. DOOR
10
16070 OVHD. DOOR
1
GARAGE DOOR
r1
2-2668
1
1-LITE DOORS
M.BR. '
VAULTED
GAG'/
/ I
/ ao
2'-5" 2'-4"
I
I.BATH
8' CLG.
6'-5"
(3) 2X4 STUD
COLUMN AT
CORNER
i
O
+6'-
HDR
HT.
MI,
VENT
STACK
0
1
It
M
R. HT. \-(3)2x4 STUD
6„ COLUMN AT
CORNER
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER PLAN
INDICATES TOP OF
BLOCK ® 8'-8" AFF
INDICATES SECOND FLOOR
EXTERIOR FRAME WALLS W/ 2X4'S
AT 16" O.C.
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. BLOCK WALL +8'-8"
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 EDITION)
MICHAEL C. ANDERSON
---------
:FL. ' "L-Afe017305
el PLAN REVIEW REVISIONS
PLAN REVISION
8-24-20
MASTER PLAN REVISION
8-20-20
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PROJECT
NO. 17-015-003
DATE DRAWN 8-17-20
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2618 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
I' 1
O
+6'-
HDR
HT.
MI,
VENT
STACK
0
1
It
M
R. HT. \-(3)2x4 STUD
6„ COLUMN AT
CORNER
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER PLAN
INDICATES TOP OF
BLOCK ® 8'-8" AFF
INDICATES SECOND FLOOR
EXTERIOR FRAME WALLS W/ 2X4'S
AT 16" O.C.
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. BLOCK WALL +8'-8"
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 EDITION)
MICHAEL C. ANDERSON
---------
:FL. ' "L-Afe017305
el PLAN REVIEW REVISIONS
PLAN REVISION
8-24-20
MASTER PLAN REVISION
8-20-20
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PROJECT
NO. 17-015-003
DATE DRAWN 8-17-20
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2618 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
I' 1
r
NOTES:
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 1 X
BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED
BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT.
FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW
WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2).
ENTRY
BEYOND
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
12
16
12
16
_TOP OF PLATE _ A---- AA OA
+18'-0 3/4" A.F.F.
1 0
TOP OF SECOND o
FINISH FLOOR � E.J. _ - - — - — -
- — -
-
TOP OF BLK.
+8'-8" A.F.F. ❑ F
�x
I o�
TOP OF SLAB
A.F.F. - -- — - — - — - — - — - -------
REAR ELEVATION
1 /8" = 1'-O"
A _TOP OF PLATE
------------------------ +18'-0 3/4" A.F.F. - - — - - ----�
o TOP OF SECOND
= FINISH FLOOR
------E-J -- - --- ------ ---------- - ------------
CEMENTITIOUS COATING
ON BLOCK
+10 -0 3/4 A.F.F. BLK.
_—_—_ _—__
TOP OF
+8'-8" A.F.F.
TOP OF SLAB
-- — - — - — - — - — - -------- - - — - — ------
-+0'-0" A.F.F. ---
LEFT SIDE ELEVATION
ATTACHMENT PER MFRS.
RECOMMENDATIONS
ray
1 "I
1 /8" = l'-Opp
TOP OF PLATE
+18'-0 3/4" A.F.F. `
4" RAISED
--- OTRIM (PROJ. 3/4")-
C
00
c0
TOP OF SECOND
_/4" FINISH FL00_R
+10'-0 3A.F.F.
TOP OF BLOCK
+8'-8" A.F.F. �
�
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I 0
it
o-
O_
o_(
- — - — -
Al
(REF. ELEV.)
RAISED
CEMENTITIOUS COATING TRIM (PROJ. 3/4") -
BLOCK
1X2 NAILED TO TRUSS TAILS
W/ (2)-8d NAILS
TOP OF SLAB
-ATTACHMENT PER MFRS.
:E PLN RECOMMENDATIONS
STAPLES 0 8" O.C. PER MFRS.
RECOMMENDATIONS
CONTINUOUS VENTED SOFFIT
N.T.S.
,WE6
O
CEMENTIT10US COATING
ON LATH
CEMENTITIOUS COATING
ON BLOCK
12
16
ENTRY
BEYOND
RIGHT SIDE ELEVATION
RIDGE HEIGHT
+27'-0" A.F.F.
12
16
6" SQ. RAISED BLOCKS
(PROD. 3/4") WITH 2"
SPACE BETWEEN RAISED 16" OVERHANG
TYPICAL UNLESS
TRIM (PROJ. 3/4") --� OTHERWISE NOTED
CEMENTITIOUS COATING
12
1 6
8"W. RAISED
TRIM (PROJ. 3/4")
ON LATH
CEMENTITIOUS COATING
ON BLOCK
5"W. RAISED
FTRIM (PROJ. 3/4")
1 /4" = 1'-0"
1'-2 7/8"
1'-0" 1'-0"
� I
N a d.
0 j c�
A O = O
I I
OVERHANG SEPARATIONS
10 OR lx4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX.
CONC. OR MASONRY
'—DRYWALL BOARD
CAULKING
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16"x3 1/4" TAPCON
SCREWS 0 24" 0/C
MAX. IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMENTITIOUS FINISH
HEAD DETAIL
WIND❑W
1 /4" = 1'-0"
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16"0 1/4" TAPCON
SCREWS 0 24" 0/C
MAX. IN PREDRILLED
ALUMINUM FRAME
HOLES BY MANUFACTURER
SECURE FRAME TO SILL
PERIMETER CAULKING
WITH SILICONE
CEMENflAOUS FINISH
CAULKING
CONC. OR MASONRY
1x3 OR lx4 P.T. BUCK SET IN
�QO 4
SEALANT AND NAILED
o(� Q°
o ' . ba n. Q
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C.
L
MAX
PRECAST OR POURED
SILL
PERIMETER CAULKING
DRYWALL BOARD
CAULKING
JAMB DETAIL
WIND❑W
STUCCO FINISH
PERIMETER CAULKING
CONC. OR MASONRY
lx4 OR lx6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 24" 0/C.
MAX.
DRYWALL BOARD
CAULKING
`— DOOR FRAME
FASTEN THRU BUCK W/
W/ 3-1/4" x 1/4" (MIN)
TAPCONS AT 24" 0/C. MAX
IN PREDRILLED HOLES
BY MANUFACTURER
JAMB/HEAD DETAIL
CONC. OR MASONRY
DRYWALL BOARD
DOOR TRIM
DOOR FRAME FASTENED THROUGH BUCK
W/ 3-1 4" x 1/4" (MIN) TAPCONS,
WiJH (1�TAPCON
6" MIN FROM EA. CORNER, AND 11
4 EQ. SPACED TAPCONS ON EA. VERTICAL
LEG W/ MIN. EMBED OF 1 5/8"
HEAD/JAMB DETAIL
EXT D❑❑R
SILL DETAIL
WIND❑W
DOOR FRAME
-FASTEN TO SILL W/
16 x 1" SCREWS
0 2'-0" 0/C
0OFf— FLOOR COVERING
0
00
GROUT BED
CONCRETE SLAB
SILL DETAIL
lx6 P.T. BUCK SET IN DOOR THRESHOLD SET
SEALANT AND SECURED W/ IN BED OF CAULK &
CASE HARD NAILS 0 12" O.C. (MAX) FASTENED TO SILL W/
3/16" DIA. TAPCONS
0 18" 0/C
PERIMETER CAULKING
D� FLOOR COVERING
0 0.
CEMEN)ITIOUS FINISH o 0
PERIMETER CAULKING .600°00 dD 'd (�°do 0
�— DOOR TRIM o
PERIMETER CAULKING
CONCRETE SLAB
SILL DETAIL
EXT DOOR
MICHAEL C. ANDERSON
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
-
_F• 6C:-ARG''09 7305-
PLAN REVIEW REVISIONS
PLAN REVISION
8-24-20
MASTER PLAN REVISION
8-20-20
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PROJECT
NO. 17-015-003
DATE DRAWN 8-17-20
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2618 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
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BACK FROM FACE
OF BLOCK WALL
(TYPICAL)
�n
a
ANCHOR
SCHEDULE
(SIMPSON STRONG -TIE
PRODUCTS MODEL
NUMBER)
DESIGNATION
MODEL # ALLOWABLE LOADS
NAIL PATTERN
SIMPSON
HETA20
< 1810 >
10-10d x 1
1/2
USE SIMPSON
HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS
(U.N.O.)
SIMPSON
MTS12
< 1000 >
14-1 Od x 1
1/2
USE SIMPSON
MTS12 FOR ALL TRUSS
TO FRAME CONNECTIONS
(U.N.O.)
SIMPSON
(2) HTS20
< 2900 >
24-1 Od X 1
1/2
TO PLATES
24-1 Od X 1
1/2
TO STUDS
8F8-1B
8F16-1B
#5 REBAR AT TOP
TYPE DESIGNATION
MIN. (1) REQ'D
CLEAR
F
=FILLED WITH GROUT / U =UNFILLED
=
::':
FQUANTITY
OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
a
=
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r
K16-1B/1T
x
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�Z
NOMINAL WIDTHL
ZD
#5 REBAR AT BOTTOM
QUANTITY OF #5
OF LINTEL CAVITY
NOMINAL HEIGHT
REBAR AT TOP
7-5/8'ACTUA
8NOMINAL WIDTH
HOLD FACE OF
FLOOR TRUSS 1/2"
BACK FROM FACE
OF BLOCK WALL
(TYPICAL) PROVIDE SIMPSON "HETA20"
ANCHOR AT EA. FLOOR JOIST END
2x4 X-BRACING AT
48" O.C. (MAX.) BTWN.
FLOOR JOIST
H24'.'
1 \14 A/ 1 \/1 \✓ 1\ / 1
1\ V \ 1 / v\ X\ 1/ V /1
•
' . i
All �.
>=
oo
1 1 1
1 /2 w A. .
IN LINTEL
0
911
990
�z
a
B-3
B-1
2x4 X-BRACING AT
I I II
48" O.C. (MAX.) BTWN.
PROVIDE SIMPSON "HETA20"
0
FLOOR JOIST
ANCHOR AT EA. FLOOR JOIST END
_ E
OH
rm
00
x
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(n
0
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IIF
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Np 2x4 BLKG. AT 24" O.C.
2X4 X BRACING, TYP. AT TRUSS TOP/BOT. CHORD
2N D FLOOR FRAMING PLAN
SCALE 1 /4" = 1'-0"
M
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z
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U
PRECAST HEADER SCHEDULE
B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
5'-10"
8RF22-1B
8060 PLF
3176 PLF
B-2
4'-6"
8F16-18
6113 PLF
2724 PLF
B-3
5'-10"
8F8-1 B
2724 PLF
909 PLF
B-4
NOT USED
B-5
7'-6"
8F16-1B
2661 PLF
1634 PLF
B-6
17'-4"
8F24-1 B/1 T
1609 PLF
637 PLF
B-7
V-10"
8F16-1 B
4360 PLF
2023 PLF
B-8
7'-6"
8F24-1 B
5681 PLF
2571 PLF
7'-0" STBK. TO m__ 7'-n" STRK TO
ROOF FRAMING PLAN
SCALE 1 /4" = 1'-O"
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
INDICATES PLANT
SHELF HT. PER PLAN
INDICATES TOP OF
BLOCK @ 8'-8" AFF
INDICATES SECOND FLOOR
EXTERIOR FRAME WALLS W/ 2X4'S
AT 16" O.C.
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. CAD 24"
O.C. VERT 0 (2)2x4 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0")
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE
n
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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
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL � C: - AR'8Ci1-7505:
PLAN REVIEW REVISIONS `
PLAN REVISION
8-24-20
MASTER PLAN REVISION
8-20-20
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PROJECT
NO. 17-015-003
DATE DRAWN 8-17-20
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2618 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
1 I '
ELECTRICAL LOAD CALCULATION
2177 S.F.
AT 3 VA
6.5
kVA
2 SMALL
APPLICANCE CIRCUITS 1500 VA EACH
3.0
kVA
LAUNDRY
CIRCUIT
1.5
kVA
RANGE
12.0
kVA
1 WATER
HEATER
3.0
kVA
DISHWASHER
1.5
kVA
DISP❑SAL
1.5
kVA
DRYER
5.0
kVA
SUBTOTAL 34.0 kVA
FIRST 10 kVA AT 100%
REMAINDER AT 40%
TOTAL OF OTHER LOAD
10 kVA OF AC AT 40%
TOTAL
23,600 VA DIVIDED BY 240 V
POOL SUB PANEL
TOTAL
OUTLET
FOR
MICROWAVE
USE 150 AMP SERVICE
10.❑❑
kVA
9.6
kVA
19.6
kVA
4.00
kVA
3 #1 CU THHN OR
AL. EQUIVALENT
2" CONDUIT
150
30 CKT
PANEL
150
M.C.B.
2$$ RIGID O.H. , SERVICE F.P.L.
23.6 kVA NO. 4 CU. WIRE-""x
98.3 A TO UFER GRND.
30.0 A
128.3 A
0
METER
SCHEMATIC ELECTRICAL RISER
(BACK TO BACK SERVICE)
FAN /
LIGHT
LEGEND
SURFACE MTD, CEILING FIXTURE
PENDANT FIXTURE
RECESSED LIGHT
WALL MTD. BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
WALL MTD. VANITY LIGHT
®
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGiHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
�L J
WALL MTD, SMOKE
DETECTOR
O
CEILING MTD, SMOKE DETECTOR
O
CEILING MTD. CARBON MONOXIDE DETECTOR
_K=
CHIMES
-0
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
0
110 V. JUNCTION BOX
SWITCH @ 42' A.F.F.
0-
RHEOSTAT SWITCH @ 42' A.F.F.
TP
U
TOUCH PAD FOR SECURITY SYSTEM
O
CENTRAL VACUUM OUTLET LOCATION
L=
ELECTRICAL DISCONNECT
ELECTRICAL NOTES
1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION
UNLESS NOTED OTHERWISE.
2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS
SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI
CIRCUIT PROTECTION UNLESS NOTED OTHERWISE,
4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER
EQUIPMENT AS REQUIRED BY N.E.C.
5. IF NE BRANCH CIRCUITS ARE ADDED:
A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS
SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED
BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION
TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH
CIRCUIT (NEC 210.12 (B)).
8) 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.
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.
ELECTRICAL PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
SCALE 1/4" = 1'-O" 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. [M. AReOl7305
PLAN REVIEW REVISIONS
PLAN REVISION
8-24-20
MASTER PLAN REVISION
8-20-20
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F-
PROJECT
NO. 17-015-003
DATE DRAWN 8-17-20
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2618 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
III'
CD
CORNER
FLASHING
TAPE
CORNER -�
FLASHING
TAPE
TOP-,
FLASHING
TAPE
SIDE -
FLASHI
TAPE
1. CUT THE WATER RESITIVE BARRIER (1C)
WINDOW BOTTOM
SILL FLASHING TAPE #1
SILL FLASHING TAPE #2
'E BARRIERI WATER RESITIVE BARRIER
SHEATHING
CUT FRAMING
4TH CUT,
MAKE A 6" CUT UP
FROM EACH TOP
CORNER AT A 450
ANGLE TO ALLOW THE
WATER BARRIER TO
BE LAPPED OVER THE
FIN AT THE HEAD OF
THE WINDOW.
2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE
OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN
3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1 E) 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 (12" 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
HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN ANC
WATER RES111VE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WIN
BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY.
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS
SHOWN.
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN.
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C)
4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES
OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL
CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE
COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE
BARRIER AT BOTH UPPER CORNERS OF THE WINDOW.
NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D)
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" 1'-0" 1"
ld'
TT 1 1
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
+ + + + + + + +
+ + + + + + + +
SHINGLE SIDE VIEW
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE N.T.S.
[:3�1
51
ROOF
EDGE
10 ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C.
O ZONE 2-USE 8d RING SHANK NAILS OZONE 3-USE 8D RING SHANK NAILS
® 6" O.C. ® 4" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
2x8 RIDGE BOARD
2x6 RAFTERS AT 24" O.C.
MAX. - TOE -NAIL TO RIDGE
BD. W/ (2) 10d NAILS
2x4 VERT. STUDS
0 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW)
ROOF
SHEATHING
SIMPSON STRONG -TIE
"H 2.5"
AT EA. END OF 2x4
PRE-ENG'RED SEE VERT. STUD J
TRUSSES NOTE #4
NOTES: SEE
1 • HURRICANE CONNECTORS REQ'D „ NOTE #4 .
AT 8'-0"O.C. ROOF
2. PROVIDE H2.5�� SHEATHING
AT EACH RAFTER END
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"
REINFORCED/FILLED
CONC. BLOCK CELL
In
1/2" DIA L-BOLT
(8" LONG) W/ 2"
WASHER AT
32" O.C. MAX. 2x6 P.T.
JAMB DETAIL
2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF
NAILS AT 12" O.C. F_ HDR. TO CLG. LINE
CD
EQUAL EQUAL
2x6
P.T. 1 /2" DIA L-BOLT
N (8" LONG) W/ 2"
WASHER AT
32" O.C. MAX. -
M GARAGE DOOR
OPENING
N
ELEVATION
GARAGE DOOR DETAIL
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' ❑.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' ❑.C.
10 FT. TO
20 FT. (3) PAIRS AT 1/4
LESS THAN 10 FT. P❑INTS (1) PAIR AT
MIDPOINT
2x4 TRUSS BOTTOM
CHORD BLKG, AT
4'-0' ❑.C. REFER
TO FRMG. PLAN -
(2) 16d
COMMONS TOE
NAILED EA. SIDE -
-}--- 2x6
P.T.
8xB U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 BAR C❑NT,
VERT. #5 BAR AT EA. REINF. /
FILLED CELL PER FDN. PLAN
GABLE END SECTION X-X
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER ASCE 7-10/ 2014 FBC.
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2014 FLORIDA BUILDING CODE.
3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN.
1" COVER ON 6 MIL POLY VAPOR BARRIER OVER
COMPACTED CLEAN FILL.
4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4"
COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE
SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94".
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING
FIBER MESH CONCRETE.
5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90.
6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
AS DEFINED IN ACI 53-99. f'm = 1500 psi
8. REBAR TO BE SIZE ##5 GRADE 40, CONT.
TOP OF FILL CELLS AND
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
9. OMIT
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
11. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
5�8$. ��8.� MIN. HOLE DEPTH
6"
7,.
3/4" 1 '
8"
7/8" 1 1 /8" „
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R6OVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
12. MISSING DOWEL PLACEMENT:
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
15/32' CDX PLYWOOD SHEATHING
2x4 BLKG. @ 48' D.C.
(2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
_ 2X4 STR❑NGBACK IF GABLE TRUSS IS
TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF CONC. BLOCK
15/32' SHEATHING OVER GABLE
END TRUSS FASTEN WITH 8d
NAILS AT 6' D.C.
2X4 'T' OR 'L' STR❑NGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' D.C.
-SIMPS❑N HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' ❑.C. MAX)
16d COMMON
NAILS AT 6' D.C.
TO 2x6 P.T.
PLATE
CEMENTITI❑US FINISH OVER FRAME
C❑NSTRUCTII❑N
APPLIED 2 LAYERS OF AN APPROVED
WATER RESISTANT BARRIER MATERIAL
OR 1 LAYER OVER AN APPROVED HOUSE
WRAP.
EXPANSI❑N J❑INT
AT CSSIEMENTITI❑US
2xFFWIP4. PLATE
CONT. W/ 1/2'x
8' ANCHOR BOLTS
@ 32' D.C.
STEEL, 6
OR WOOI
PANEL
ANCHOR!
EXPANSN
STRIP &
0 JAMB
HEAD LO
(ONLY)
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED AT 6" O.C. MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
TO BE ##2 OR BETTER GROUP 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
MORTAR JOINTS
1/4" TO 3/8"
(TYPICAL)
8"X8"X4"
(NOMINAL SIZE)
GLASS BLOCK UNITS
PANEL ANCHORS &
REINFORCEMENT
EVERY OTHER
COURSE OR 16" O.C.
WHICHEVER IS LESS
ASPHALT EMULSION
THIN MORTAR
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. MICHAEL C. ANDERSON
GLASS BLOCK INSTALLATION
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)
11z17
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PROJECT
NO. 17-015-003
DATE DRAWN 8-17-20
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2618 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
'SPH4' A CH
ID TO
12" STUD
SS / 2x4
WHEN EXTERIOR SI
FLOOR TRUSS, NO SE
STRAPS ARE REQUIRI
UPLIFT LOAD REO
PROVIDE SIMPSON "M'
TRUSS / 2x4 RAI'
SIMPSON 'HETAS
tv
STUDS ALIGNED STUDS UNALIGNED
BETWEEN FLOORS BETWEEN FLOORS
2-STY. INTERIOR BEARING WALL STRAPPING
STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING
WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS
ONLY (NO UPLIFT LOADS)'
NOTE
EATHING EXTENDS TO BOTTOM OF
:ONO FLOOR STUD TO FLOOR TRUSS
D. SHEATHING PROVIDES REQUIRED
IREMENT. AT THESE LOCATIONS,
S12' 1ST FLOOR STUD TO TO FLOOR
. AT FRAME WALL LOCATIONS OR
D' AT BLOCK TO FLOOR TRUSS
LOCATIONS.
T EACH
E
INDICA'
FLI
'LSTA24' OR
AT EACH
OTTOM PLATE
STUDS UNALIGNED
BETWEEN FLOORS AS WELL AS STUDS UNALIGNED
W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT
CONTINUOUS 2x6 TOP RAIL
- CONNECT TO FLOOR
TRUSS W/ (6) 16d NAILS --.
PROVIDE Sd NAILS AT 3" O.C. EXT.
SHEATHING NAILING PATTERN
(2) ROWS AT 2X6 TOP RAIL
(1) ROW AT 2x4 BOTTOM RAIL -
CONTINUOUS 2X4 BOT. RAIL
- CONNECT TO FLOOR
TRUSS W/ (4) 16d NAILS
(2X4 P.T. IF IN CONTACT W/
CONC.)
ALTERNATE FLOOR
TRUSS END RAILS
IN LIEU OF 2x4 BLOCKING
BTWN. RAILS AS PART OF
FLOOR TRUSS END CONST.
8d NAILS AT 3" O.C. AT
ROOF TRUSS
SHEATHING EDGES —
RAFTERS AT ',
ALL REQUIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE
STAGGER NAILS BTWN.
CONNECT W/ I
EQUIVALENT GRASPABILITY:
PANEL EDGES
COMMONS TOE -
TOP PL
TYPE I: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE
DIAMETER OF AT LEAST 1 1/4' AND NOT GREATER THAN r. IF THE HANDRAIL IS NOT
CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4' AND NOT GREATER
THAN 6 1 /4' WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 1 /4". EDGES
— — — — — — — — — — — — —
SHALL HAVE A MINIMUM RADIUS OF 0.01'.
i
NOTE: ALL NAILHEADS
— — ' — ` _4 — — ` -Ti ^ — -- — —
RATE
SHALL THE
IT
TYPE II: HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4' SHALL HAVE A
8
FACE OFPENTHE SHEATHINGI•I
GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER
z
BY MORE THAN THE
II II
4I
WI
RECESS SHALL BEGIN THIN A DISTANCE OF 3/4' MEASURED VERTICALLY FROM THE
NAILHEAD THICKNESS
I•I
SIMPSON 'SPH4'
TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16" WITHIN
II
STUD TO TOP
7/8' BELOW THE WIDEST PORTION OF THE PROFILE THIS REQUIRED DEPTH SHALL
II
CONTINUE FOR AT LEAST 3/8" TO A LEVEL THAT IS NOT LESS THAN 1 3/4" BELOW
—
. . . . . . . . . . . . . . . . . . . .
THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE
— — — — —
— TI —
THE RECESS SHALL BE 1 1/4" TO A MAXIMUM OF 2 3/4'. EDGES SHALL HAVE A
I I I I
MINIMU RADIUS OF 0.01".
8d NAILS AT 6" O.C. AT
FIELD STUDS
I•I I•I
OPENING LIMITATIONS
(I
BALUSTERS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE RAILING
I•I I
2x4 OONTINUC
BLOCKING ON ED
HEIGHT WHICH ALLOW PASSAGEOF A SPHERE 4" IN DIAMETER.
x
I I I I
FLAT — ALIGN WTI
THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY A RISER,
I•I I'I
�'E1TI
(LOCATE AT MID-
TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGEOF A SPHERE 6" IN DIAMETER.
=
II II
HT. W/ NO SHEA'
I•I I•I
co
II II
TOTAL STAIR RUN
ao
I•I I'I
MINIMUM TREAD (NOT INCLUDING NOSING) 10' WIDE
8d NAILS AT 3' O.C. AT
I I I I
LI LI
SHEATHING EDGES —
I' NOSING
W T x G PLYWOOD SUBFLOOR
STAGGER NAILS BTWN.
I I I I
2x STUDS
PANEL EDGES
I•I I•I
II I
16" O.C.
IX10 STRIN
FLOOR TRUSS
I•ILl
I•I I I
NO STRAP REOUI
STUD TO PLA'
1" NOSING
I'I
SHEATHING C ONNTIe
NAIL (2)2X4 TO BOTTOM OF
8d NAILS AT 3' O.C.
I I I I
BOTTOM OF FLOO
FLOOR TRUSS 12" OR LESS IN
HORIL AT 2x SILL PLATE
I•I I•I
2X12 TREAD
/ —_ DEPTH
3a PLYWOOD RISER
/
—----LL----11—.---_I --
FLOOR TRUSS
/
------------------- -
- —--------
24' O.C.
•—
�5
_
/ 2X8 STAIR LEDGER — CONNECT TO FLOOR
2X4 BLOCKING BTWN.
RIM BD. AT ALL
— — T T — — ^ — T T T ^ —
/ TRUSS W/ (2)-10d NAILS AT 6' D.C. MAX.
/
SHEATHING EDGES
I I I I I I I
2x4 BLOCKING
OR EQUIVALENT
/
I •' I I I I I i ,' I--�—
RIM BD. AT I
n /
— L _1. — — -LPL — — — ^ — �'.L — 1 ^ —
SHEATHING EC
2 /
CONNECT CARRIAGE TO LEDGER
W/ (2)-10CI TOE —NAILED
COMMONS STAGGERED EACH SIDE
a = a /
PROVIDE DOUBLE ROW NAILS
8d NAILS AT 3' 0.0
h �
CONNECT PLYWOOD RISER TO
X6 T
AT ALTERNATE CONT. 2X6 TOP RAIL
AT TOP AND BOTT
/
TREAD TWTH (4)-8d NAILS
L.L.O. NAILING TO FLOOR TRUSS BLKG.
BD. OR TRUSS C
BTWN. RAILS
m /
2X12 CARRIAGE AT SIDES AND
/
CENTER OF STAIRS WITH 2X6
/
SPACER AT SIDE WALLS —
/ /
CONNECT SPACER TO EACH STUD
CONK BLOOD EXT.
WITH (2) 10d COMMONS
/
/
EXT.
WALL SHEATHING
/
2X4 P.T. KICK PLATE
DETAIL AT 2-STY.
T Y P. STAIR
SECTION
REQUIRED NAILING PATTERNAS
A
NOTED FOR SHEATHING TO ACT AS
UPLIFT LOAD CONNECTOR BETWEEN
WALL STUDS AND FLOOR TRUSSES
(2) SIMPSON "HETA20'
STRAPS CONNECTING
GABLE END TRUSS TO
BLOCK WALL
I SIMPSON 'LSTA36" STRAPS
INECTING 2ND STORY CORNER
TUDS TO GABLE END FLOOR
TRUSS — LOCATE 1 & FROM
CORNER EDGE
2x4 00141ER WALL STUDS
I
H. 2x4 SPACER W/ NO GAP
ABOVE WALL SILL PLATE --
N STRAP IN CENTER OF STUD
D NOT PLACE STRAP JOINT
WN. STUDS — ALIGN SOLID
BLKG. BELOW
SIMPSON 'LSTA36' STRAPS
TER EXTERIOR SHEATHING
ECTING 2ND STORY CORNER
IDS TO GABLE END FLOOR
RUSS — PROVIDE SOLID
CKING FOR STRAP NAILING
I OR 2x6 RIM BOARD(S)
IDE SOLID BLOCKING BTWN.
AT CORNERS
SIMPSON "HETA20" STRAPS
)NNECTING FLOOR TRUSS TO
ONC. BLK. WALL — NAIL TO
VSIDE FACE OF GABLE END
FLOOR TRUSS
`--- BLOCK WALL
GABLE TRUSS
END ELEV.
2ND STY. CORNER HOLD-DOWN DETAIL
—2X4 DIAPHRAM BLKC, AT 24" D.C.
CONTINUOUS ACROSS 1ST (2) TRUSS BAYS
CONNECT TO EACH BOTTOM CHORD W/ (4)
10d NAILS ---7
• w
— SIMPSON 'HETA20" STRAP
•. f
AT 24' O.C. PROVIDE SOLD
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DOES NOT ALIGN WITH
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y
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END FLOOR
TRUSS DETAIL
EE ROOF PLAN FOR REWD
STRAP AT EA. MEMBER
FER TO HEADER SCHEDULE
FOR SIZES
WPSON "SPH4' AT 16' O.C.
ACROSS HEADER SPAN
IMPSON 'LSTA24' STRAP
'HEADER STUD TO BEAM
STRAPS EACIH SIDE VA14
(4) OR MORE TRUSSES
ACROSS OPENING
SIMPSON 'ISTA24' STRAP
AT HEADER STUD TO RIM
BD. / BLOCKING FOR
OPENNGS > 5'-0'
2x4 OR 2x6 FIN BD. STWN.
FLR. TRUSSES — CONNECT
TO TRUSS W/ (4)16d NAILS
2x4 P.T. IBM BD. BTWN. FLR.
TRUSSES — CONNECT TO
TRUSS W/ (4)16d NAILS
DBL 2x4 SOLD BLOCKING
BELOW HEADER STUDS OF
OPENom > 5'-0'
CRAP AT
EACH FLOOR TRUSS END OR
24' D.C. AT GABLE END TRUSS
2-STY. EXT. FRAME
WALL CONNECTOR DETAIL
FIBERGLASS SHINGLES OVER 15# FELT (2' SIDE
LAP, 4" END LAP AND CAP NAILS AT 12' ON
CENTER EDGE 24" ON CENTER FIELD) ON
12
15/32' O.S.B. SHEATHING AND
PRE—ENGINEERED WOOD ROOF TRUSSES AT
PER
24' ON CENTER MAXIMUM ( SEE ROOF NAILING
ELEV.
PATTERN DETAIL FOR SHEATING) (SEE MINGLE
NAILING DETAIL FOR SHINGLES)—
GALVINIZED METAL OR
ALUMINUM DRIP EDGE OVER oor, HURRICANE STRAP AT EACH
FASCIA TRUSS SEE ROOF PLAN
R-30 INSULATION
4'-0'
DIAPHRAGM AREA FASTEN KITH Sd NAILS AT
4" ON CENTER FIELD AREA AT 7" ON CENTER
1/2" GYPSUM BOARD
CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH
FASCIA TO SIMPSON SPH4 AT EACH STUD
BE ALUM.
OVER 2 X 6 CONTINUOUS ALUMINUM VENTED SOFFIT
SUBFASCIA.
CONTINUOUS 2 X 4 SOLID WALL BLOCKING ON
EDGE OR FLAT AT SHEATHING JOINT. NAILS
ARE PERMITTED TO PENETRATE 2' X 4'
BLOCKING SET ON EDGE.
R-11 MINIMUM INSULATION REFER TO ENERGY
CALCULATIONS FOR REWIRED INSULATION.
LD
CEIMENTITIOUS COATING ON LATH OVER (2) LAYERS
15 FELT OVER 15/32" COX PLYWOOD SHEATHING
DETAIL FOR REQUIRED NAILING PATTERN
FLOOR TRUSS N 2 X 4 STUDS O 16" ON CENTER
TINUOUS 2 X 4 BOTTOM PLATE
O
VCIHAN
TINUOUS 2 X 4 TOP AND BOTTOM RAIL
WNECTED TO FLOUR TRUSS WITH (4) 16d
ATER
S. BOTTOM RAIL TO BE 2 X 4 PRESSURE
0ATED.
r' TONGUE AND GROOVE PLYWOOD FLOOR,
2ED AND GLUED WITH Bd NAILS O 12" ON
NTER IN FIELD AND 8' ON CENTER AT
EL EDGES
PRIE CENTER MAXIMUM.XIRO DE DRAFT STOPPITRUSSES 0 24" NG
E 2305.2 PER TO SEPARATE u 2004 FLORIDA NG AREAS NO BUILDING
15/32' PLYWOOD
SHEATHING OVER
WOOD TRUSSES
CEMENTITI❑US
COATING ON METAL
LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
JOINT
CEMENTITI❑US
COATING ON BLOCK
FLASHING DETAIL AT FLOOR FRAMING
ON MASONRY
eL
4'-0'
•
' DIAPHRAGM AREA FASTEN WATH 5d NAILS AT
•
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1/2' GYPSUM BOARD
4
SMAPSON HETA20 AT EACH FLOOR TRUSS. FILL
fALL
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PARALLEL TO WALL —STRAP AT EACH TRUSS
w
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Z
"
CONTINUOUS GALVANIZED METAL WEEP SCREED
7
.
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O
COURSE FILLED WITH CONCRETE AND (1) 05
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0
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AND TOP COURSE REBAR AT EACH
q
REINFORCED CONCRETE FILLED CELL AS
LOCATED PER FOUNDATION PLANS
R-4.1 MINIMUM INSULATION REFER TO ENERGY
y•A
CALCULATIONS FOR REQUIRED INSULATION.
a
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PRESSURE TREATED FURRING O 16" ON
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N
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4'
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N, TERMITE TREATED FILL
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OD
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MONOLITHIC SLAB EDGE FOOTING PER
—=-_—#
MINIMUM
TYPICAL -'NEXT. 2-STORY WALL SECTION
SCALE i/r _ V-0'
PLYWOOD SHEATHING
OVER WOOD TRUSSES
CEMENTITI❑US 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
MICHAEL C. ANDERSON
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION)
PL. LIt- 7AR4-1917305'
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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
(PLAN REVIEW REVISIONS
PLAN REVISION
8-24-20
MASTER PLAN REVISION
8-20-20
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PROJECT
NO. 17-015-003
DATE DRAWN 8-17-20
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 24 SQFT
ENTRY 28 SQFT
TOTAL 2618 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
19,593 CUBIC FEET
SHEET
A 7mO
Heating System
Cooling system
Type:
Air Source Heat Pump,
Air Source Heat Pump
Model:
CH14NB042*0**A*
CH14NB042*0**A*
Indoor Model:
FI34CNP048L
Brand:
Description:
Air Source Heat Pump
Air Source Heat Pump
Efficiency:
8.2 HSPF
14 SEER
Sound:
0
0
Capacity:
41,000 Btuh
40,000 Btuh
Sensible Capacity:
n/a
30,000 Btuh
Latent Capacity:
n/a
10,000 Btuh
AHRI Reference No.:
n/a
9162731
----- - --- --
WTI
MOM=
CONOENSING, UN/T SLAB AICUNTE&I
........ ...
HVAC PLAN
1/4" = 1$-00P
Preferred Air Conditioning & Mechanical, Inc.
1643 Donna Road west palm Beach,'Plorida 334()9
P: 5§1 -609-1093 / F: 561-478-0089
831 S Kin a HI hwa r y Fort Pierce Florida
P: 1?2%7&9'8?7 F: 772-878-7'510
GA01817665
REF. LINES
RUN IN.
FLOOR
TRUSSES
FAN
6X6
Z
FAN/
LT
MICHAEL C. ANDERSON
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT.ST.. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE. 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR001 7305
fPLAN N REVIEW REVISIONS
MASTER PLAN REVISION-
7-15-19
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NO. 17-015-005
DATE DRAWN 7-15-19
DRAWN BY MCA
BERKSHIRE 2177 B2
LIVING 2177 SQFT
GARAGE 367 SQFT
LANAI 150 SQFT
.ENTRY 28 SQFT
TOTAL 2744 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE
19,593 CUBIC FEET
SHEET
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Typical Cornerset Specifications
Attach KingJack w/(3)
Attach End Jacks o.131 °!21 ToeNails @ TC Attach Corner Jacks w/(2)
w/ (4) 0.131"0 ToeNails @ TC 24" strap using (6) 10d x -131"0 ToeNails @ TC & BC
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LEDGER CONNECTIONS BY BUILDER. o _
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BY BUILDER. (UNLESS NOTED OTHERWISE) Ca ° ai '� O L y
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* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW - o
TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING ~
DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL a) ; ¢ 02
STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 s cyo 8 a o
INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o E 2, y ° = o r
O C� or�—a= >,
GRAVITYAND UPLIFT LOADS. ' 0 a 2" r a
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ro a a•Nr O.•UW
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at trusses, elevations, pitches, °' _ ='
overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT y N � E
= o c
elevations/pitches, bearing y E o
❑ REJECTED
conditions & all detail pertaining L a) � L
to this truss placement plan. No �, a o
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without previous written approval DATE a s , 'to
from an A-1 Roof Trusses o o y o o o
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