HomeMy WebLinkAboutPermitting PlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: LOT 114, MORNINGSIDE COMMUNITY, FORT PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS9
AIR
FREEZING
MEAN
ANNUAL
Spee
Topographic
PRODUCT
MODEL#
MANUFACTURER
GLASS
HOD
PRODUCT
IID
CATEGORY
depth
TEMPe
REQUIRED h
APPROVAL
PRESSURES
3068
W/ SDLT.
EXTERIOR SWING DOOR
FIBER -CLASSIC
SMOOTH STAR
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"
FL15225.5
+40.0 - 40.0 PSF
N/A
.ks
NIA
TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
16070 OVHD
OVERHEAD DOOR
MODEL 9100
f
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
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
8068 S.G.D.
SLIDING GLASS DOOR
SERIES 420
MI WINDOWS AND DOORS
3/16" TEMPERED
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"
FL15332.6
+/- 40.0 PSF (MIN)
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
O
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)
O
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.
GLASS BLOCK
8"X8"X4"
MULIA, INC.
TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT
NOA 18-0129.17
+/- 90.0 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)
O
FIXED GLASS
FIXED 185
MI WINDOWS AND DOORS
1/8" ANNEALED
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS
ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS,
FL15349.1
+/- 55.0 PSF (MIN)
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX.
UNDERLAYMENT
30# ASPHALT
SATURATED
TAMCO BUILDING
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE 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
FL12328.7
THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C.
ASPHALT SHINGLES
HERITAGE
TAMCO BUILDING
�< >>ENETRATE
ALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO
THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT
PRODUCTS, INC.
DGE, APPROX. 1 & 13-1/2" FROM EACH END & 1/2 ABOVE EACH CUTOUT.
FL18355.1
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION
,MATERIALS
« >>
PROVIDE T -NAILS AT 12" O.C. IN F -CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
+/- 70.0 PSF (MIN)
HURRICANE SHUTTERS
r"
8 GAUGE GALV.
EASTERN METAL SUPPLY
ALL
ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
PACING OF ANCHORS PER MANUFACTURER'S SPAN CHART
FL *!2270,1
PER MANUF.
TEEL STORM
-
«»
SPAN CHARTS
ANELS -
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined
from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.
b. Reserved.
c. Termite infestation per Figure R301.2(6) is "very heavy."
d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance
with Section R301.2.1.4.
e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2 -percent values for winter from Appendix D of the Florida Building Code,
Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
f.Reserved.
g. The applicable governing body shalt, 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.
F
ATTIC VENTILATION CALCULATION:
VENTILATION REQUIRED:
ATTIC AREA - 2,353.3 SQ. FT.
VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 165.5, 12" WIDE SOFFIT = 43.1', 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 SQ. IN. / SQ. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 SQ. FT.
CONCLUSION:
VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
1 have reviewed the above product approval
information and approved it.
Name:
Signature:
Certification Number:
Date:
DRAWING INDEX
CVR INDEX /PROJECT INFORMATION
A-1.0 FOUNDATION PLAN
A-2.0 FLOOR PLAN
A-3.0 BUILDING ELEVATIONS
A-4.0 ROOF / FRAMING PLAN
A-5.0 ELECTRICAL PLAN
A-6.0
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN f
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS9
AIR
FREEZING
MEAN
ANNUAL
Spee
Topographic
Weatheringe
Frost line°
Termite°
34.3 PSF /
LOAD
(mph)
effect,k (NA)
CATEGORY
depth
TEMPe
REQUIRED h
INDEX'
TEMP) -,
N/A
See Fig. R301.2(4)
N/A
Negligible
N/A
Very
N/A
N/A
NIA
Heavy
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined
from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.
b. Reserved.
c. Termite infestation per Figure R301.2(6) is "very heavy."
d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance
with Section R301.2.1.4.
e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2 -percent values for winter from Appendix D of the Florida Building Code,
Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
f.Reserved.
g. The applicable governing body shalt, 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.
F
ATTIC VENTILATION CALCULATION:
VENTILATION REQUIRED:
ATTIC AREA - 2,353.3 SQ. FT.
VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16" WIDE SOFFIT = 165.5, 12" WIDE SOFFIT = 43.1', 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 SQ. IN. / SQ. FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 SQ. FT.
CONCLUSION:
VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
1 have reviewed the above product approval
information and approved it.
Name:
Signature:
Certification Number:
Date:
DRAWING INDEX
CVR INDEX /PROJECT INFORMATION
A-1.0 FOUNDATION PLAN
A-2.0 FLOOR PLAN
A-3.0 BUILDING ELEVATIONS
A-4.0 ROOF / FRAMING PLAN
A-5.0 ELECTRICAL PLAN
A-6.0
WALL SECTIONS / NOTES
A-6.1
WALL SECTIONS / NOTES
A-6.2
WALL SECTIONS / NOTES
A-7.0
INTERIOR ELEVATIONS
A-8.0
HVAC PLAN
PROJECT & CODE DATA
*PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
TYPE OF CONSTRUCTION: CBS X
BUILDING DESIGN: ENCLOSED X
ULTIMATE DESIGN WIND SPEED:140 MPH
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: II
EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN BUILDING HEIGHT: 15'
OVERHANG:1.33 FT ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
FRAME
OPEN PARTIALLY ENCLOSED
160 MPH X 170 MPH
ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) _
SHUTTERS: YES X NO
IMPACT RESISTANT ASSEMBLY: YES NO X
ROOF LOAD:
TOP CHORD:
BOTTOM CHORD:
LIVE LOAD: 20 PSF
LIVE LOAD: 10 PSF
(NON -CONCURRENT)
DEAD LOAD: 10 PSF
DEAD LOAD: 7 PSF
COMPONENTS AND CLADDING WIND PRESSURES PER
2017 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SQ. FT.)
DESIGN
PRESSURE
0 to 19.9
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
(SQ. 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
4
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROMNCETOWN 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
lichael
Digitally sign
by Michael
n d e rs
Anderson
Date:
n
2020.10.06
16:12:13 -04'I
FL. LIC. AR0017305
:a
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
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00
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A/C PAD
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 69-1 "
AD — 59'-10"
BE — 68'-6"
BF = 61'-3"
DIMENSIONS ARE
ROUNDED TO THE
CLOSEST INCH
PIPE SLEEVE (DIA.
LARGER THAN PIPING
THRU FTG.)
3" MIN.
FTG. PER
DEPTH
3" MIN. 3" MIN.— DETAIL
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REBAR
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4'-4" I A FOUNDATION PLAN
1'-4" 1'-41'
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
20" 16'-0" '1209",1/411FL. LIC. AR0017305
= 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
12'-4" 6'-4" 19'-4" (772)418-2118
38'-0" PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
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Michael
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Date:
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rPLAN�REV`IEWREVISIONS
MASTER PLAN REVISION
9-10-20
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1'-4"
4'-4" SOFFIT ABV.W
1'4" 1'-4" N �
12'-4"
6'-4"
20"
38'-0"
16' -0"
19'-4"
20"
NOTE: PROVIDE SCREENED IN ENCLOSURE
AT COVERED PATIO WITH 8" KICK PLATE -
VERIFY DOOR LOCATION
FLOOR PLAN
DOOR SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
Q
REMARKS
1
3068 W/
SIDE LIGHTS
64"X7"X2
6.2 S.F.
.19
.05
1
EXT. DOOR
MUNTINS IN SDLTS
2
8068 S.G.D.
96X80"
53.3 S.F.
.58
.25
1
EXT. DOOR
3
2868 SOLID CORE
36"X62"
15.5 S.F.
.49
.24
1
GARAGE DOOR
SELF CLOSING W
DEVICE
4
2868
48"X40"
DEFAULT
DEFAULT
6
INT. DOOR
5
2068 POCKET
13.3 S.F.
H
1
INT. DOOR
6
2068
25.5"X37.375"
.54
.25
1
INT. DOOR
7
1668
6.6 S.F.
1
INT. DOOR
8
4068 BIPASS
63.0"X35"X60.0"RX27" LEG
. 56
.25
2
INT. DOOR
9
2068 BIFOLD
14.4 S.F.
1
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10
2868 POCKET
2
INT. DOOR
11
16070 GVHD. DOOR
1
GARAGE DOOR
WINDOW SCHEDULE
0
SIZE
FRAME AREA
U FACTOR
SHGC
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-_REMARKS
A
35 SH
52.125"X62"
.55
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1
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25.5"X37.375"
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1
OBSC. TEMPERED
6.6 S.F.
E
64"W.x36"H.
63.0"X35"X60.0"RX27" LEG
. 56
.25
1
15 LITE
EYEBROW (28" LEGS)
14.4 S.F.
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
1/491 = 1'-0"
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 EDITION)
MICHAEL C. ANDERSON
lichael
Digitally sig
by Michael
ndersAnderson
Date:
n
2020.10.06
16:12:50 -04
FL. LIC. AR0017305
w
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-10-20
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ATTACH 1-1/2' X 4-1/2' P.T. BUCK TO BLOCK WITH:
CONC, OR MASONRY HEAD: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM
CORNERS, 3' & 6' FROM MULLION. JAMBS: 1/4' X
3-3/4' TAPCONS SPACED 4' FROM CORNERS, 1&94'
O.C. MAX.
DRYWALL BOARD GEMEN7177OUS FINISH ° s
DOOR CAULKING =°
ATTACH DOOR FRAME TO 2X P.T. BUCK WITH:
DOOR 1RIM s
HEAD: 110 X 2-1/2' PFH WOOD SCREWS SPACED 4'
FROM CORNERS, Y & 6' FROM MULLION. JAMBS:
110 X 2-1/2' PFH WOOD SCREWS SPACED 4' FROM
CORNERS, 18.94' O.C. MAX.
HEAD/JAMB DETAIL (2X BUCK)
EXT DOOR
3/4' x 4-1/2' P.T. BUCK SET IN DOOR THRESHOLD SET IN BEAD OF CAULK AND
CONC, OR MASONRY SEALANT AND SECURED W/ FASTENED TO SILL WITH 1/4' DIA. X 2-1/4' TAPCONS
CASE HARD NAILS 0 12' O.C. (MAX
TRIM) SPACED 3' FROM CORNERS, 3' do 6' FROM MULLION
CAULKING
O Q FLOOR COVERING —�
DRYWALL BOARD Q o
DOOR CEMEN71110US FINISHo p .o b
ERIMETER CAULKING Qdo °° .O o QOo °
ATTACH DOOR FRAME TO BLOCK WITH: DOOR TRIM o
HEAD: 1/4' X 3-3/4' TAPCONS SPACED 4'11
FROM CORNERS, 3' do 6' FROM MUWON.PERIMETER CAULKING
JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' CONCRETE SLAB
FROM CORNERS, 1&94' O.C. MAX.
HEAD/JAMB DETAIL (1X BUCK)
EXT DOOR
SILL DETAIL
EXT DOOR
CEMENTITIOUS COATING
ON LATH
REAR ELEVATION
1x3 OR 1x4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 12' 0/C:
MAX.
COIL OR MASONRY
il'�DRYWALL BOARD
CAULKING
ALUMINUM FRAME
FASTEN THRU BUCK W/
J11670 1/4' TAPCON
SCREWS ®24' 0/C
MAX IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMENTTIIOUS FINISH
HEAD DETAIL
WIND❑W
12
16
CEMENTITIOUS COATING
ON BLOCK
00
I
co p
1/4's = 1'-0"
ALUMINUM FRAME
Digitally sign
by Michael
FASTEN IHRU BUCK W/
Anderson
Date:
3/16'x3 1/4' TAPCON
2020.10.06
16:13:28 -04'
SCREWS 0 24' 0/C
MAX. IN PREDRILLED
HOLES BY MANUFACTURER
ALUMINUM FRAME
SECURE FRAME TO SILL
PERIMETER CAULKING
T x
WITH SILICONE
CEMENTIIIOUS FINISH
CAULKING
CONC. OR MASONRY
J m OOC) N
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1x3 OR 1x4 P. I. BUCK SET IN
°
SEALANT AND NAILED
ba �� o°b o ° Q
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W/1-1/2' CASE HARDENED
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SILL
PERIMETER CAULKING
DRYWALL BOARD
CAULKING
JAMB DETAIL
WIND❑W
6" SQ. RAISED
BLOCKS (PROD. 3/4")
W/2" SPACE BTWN.^
TOP OF ARCH
+10 -10 A.F.F.
ENTRY TRUSS BRG._
— —
+11'-4" A.F.F. — WDW HDR. HT.
6"W. RAISED TRIM
(PROJ. 3/4") +10'-4" A.F.F.
�TOP BLOCK — — -
+8'-0"------
SILL DETAIL
WIND❑W
RIDGE HEIGHT
+17'-10" A.F.F.
12
I
16 CEMENTITIOUS COATING
ON LATH
6.-2.RAD.
WALL PROJECTION AT c° ®®
HALL BATH BEYOND
(D o 0)
I
CEMENTITIOUS COATING r(o
ON BLOCK
ED
TOP_OF SLAB_ _ _
+0'-0".F.
AF
V I N I — _t
(REF. ELEV.)
4"W. RAISED BAND(PROJ. RETURN BAND 24"
1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S)
WINDOW SILL
FRONT ELEVATION
1i11I will
j��
TOP OF BLK.
+8'-0" A.F.F.
TOP OF SLAB
+0'—O" A.F.F.
(REF. ELEV.)
12
61
CEMENTITIOUS COATING
ON BLOCK
STUCCO FINISH
PERIMETER CAULKING
CONC. OR MASONRY
1x P. T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 24" 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
(SGD)
RIGHT SIDE ELEVATION
DOOR FRAME
FASTEN TO SILL W/
l6 x 1' SCREWS
0 2'-0' 0/C
MrE— FLOOR COVERING
.o
j� O O - -. t
V0°�°' •d..•
GROUT BED
CONCRETE SLAB
SILL DETAIL
1/4's = 1'-0"
io 1'-2 7/8"
rn
N
12
16
— TOP OF BILK.
+8'-0" A.F.F.
— — TOP OF SLAB
(REF. ELEV.)
O
I -I
I 1'-2 7/.
9'-4of 4
0
OVERHANG SEPARATIONS
CEMENTITIOUS COATING - ~
ON BLOCK 00
I o
cfl � p
LEFT SIDE ELEVATION
1/491 = 1'-0" NOTES:
16"OVERHANG
TYPICAL UNLESS
OTHERWISE NOTED
— — —TOP OF BLK.
-
+8'-0" A.F.F. ly
ALIGN TOP OF
TRIM W/ GARAGE
DOOR HEADER
ALIGN TOP OF BAND W/
BR. 3 WINDOW SILL HT.
PRE-ENGINEERED
ROOF TRUSS -
CONCRETE "U" BLOCK
TIE -BEAM TOP COUR:
HORIZ. 2X2 NAILED TO
VERT. 1 X2'S W/ 12d X
3-1/4" NAIL
SOFFIT DETAIL
1/4" = 1'-0"
— _TOP OF BLK�
— _TOP OF SLAB
+0'-0" A.F.F.
_*
(REF. ELEV.)
1. WALL FENESTRATION PER FBCR 2017 703.4
ATTACHMENT PER MFRS. 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS,
RECOMMENDATIONS FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF
ROOFING CEMENT.
L 1X2 NAILED TO TRUSS TAILS 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X
W/ (2)-8d NAILS BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED
BUCKS — SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT.
u p-1 FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING — WINDOW
WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2).
T7F--/ MICHAEL C. ANDERSON
-ATTACHMENT PER MFRS.
SEE PLN RECOMMENDATIONS
E P�LN
STAPLES ® 8" O.C. PER MFRS.
RECOMMENDATIONS
- CONTINUOUS VENTED SOFFIT
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)
lichael
Digitally sign
by Michael
n d e rs
Anderson
Date:
n
2020.10.06
16:13:28 -04'
FL. LIC. AR0017305
3"1
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-10-20
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-
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NVIIIIIIIIIIII
0
1'-4" -
OH
(2) HETA20
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Ell
I
< 1000
>
14-1 Od x 1 1/2
USE SIMPSON
MTS12 FOR
ALL TRUSS TO FRAME
CONNECTIONS
(U.N.O.)
1459 PLF
1272 PLF
B-3
42"
8F8-1 B/1 T
3166 PLF
2165 PLF
B-4
90"
8F8 -18/1T
1029 PLF
2) HETA20
I�8' FLAT
OF I
8F16-1 B/1 T
6039 PLF
2507 PLF
■
70"
8' FLAT
1459 PLF
1,
B-7
112"
8F16-1 8/1 T
1818 PLF
980 PLF
B-8
64"
8F16-1 B/1 T
5365 PLF
2290 PLF
B-9
112"
8F16-1 B/1 T
1843 PLF
1133 PLF
B-10
208"
8F16-1B/2T
950 PLF
500 PLF
REBAR AT TOP
VAULTED
7-5/8'ACTUA
CATHEDRAL
NOMINAL WIDTF
8 LAT
8' FLAT VAULTED 89 FLAT
1
ATTIC ACCESS
8' FLAT
2X4 016"O.C.KNEEWALL TOP 0'TRUSS
GIRDER
I�111'€.
min- In
B-2 \- P.C. HDR.
BOT. +6'-8"
AFF
2x4 "X" BRACING TYP.
2x4 BOTTOM CHORD
BLOCKING TYP.-SEE
NOTE #2
(2) HETA20
-1'-4"
OH
-11-491
OH
(2) HETA20
ANCHOR SCHEDULE
(SIMPSON STRONG—TIE PRODUCTS MODEL NUMBER)
DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN
SIMPSON HETA20 < 1810 > 10-10d x 1 1/2
USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.)
SIMPSON
MTS12
< 1000
>
14-1 Od x 1 1/2
USE SIMPSON
MTS12 FOR
ALL TRUSS TO FRAME
CONNECTIONS
(U.N.O.)
FRAMING PLAN
1/4" = 1'-0"
PRECAST HEADER SCHEDULE
B—X LINTEL-, -'- CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
208"
8F16-1 B/1 T
950 PLF
404 PLF
B-2
70"
8F8-1B/1T
1459 PLF
1272 PLF
B-3
42"
8F8-1 B/1 T
3166 PLF
2165 PLF
B-4
90"
8F8 -18/1T
1029 PLF
959 PLF
B-5
54"
8F16-1 B/1 T
6039 PLF
2507 PLF
B-6
70"
8F16-1B/1T
1459 PLF
1272 PLF
B-7
112"
8F16-1 8/1 T
1818 PLF
980 PLF
B-8
64"
8F16-1 B/1 T
5365 PLF
2290 PLF
B-9
112"
8F16-1 B/1 T
1843 PLF
1133 PLF
B-10
208"
8F16-1B/2T
950 PLF
500 PLF
TYPE DESIGNATION
F =
FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
BDTT❑M OF LINTEL CAVITY
r
¢
_
• •
8F8 -IB
8F16 -1B
TYPE DESIGNATION
FRAMING NOTES:
#5 REBAR AT TOP
—MIN. (1) REQ'D
1-1/2' CLEAR
GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
1. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 L.L./17 D.L.)
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3• AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1/2- DIA. COUNTERSUNK
ANCHOR BOLTS W/ 2-1/4- MIN. EMBED. ® 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 EDITION)
MICHAEL C. ANDERSON
lichael Digitally sic
by Michael
n d e rs Anderson
Date:
n 2020.10.06
16:13:41 -0
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-10-20
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NO. 17-015-114
DATE DRAWN 9-10-20
DRAWN BY MCA
CAYMAN 1560 131
LIVING 1560 SQFT
GARAGE 372 SQFT
LANAI 144 SQFT
ENTRY 86 SQFT
TOTAL 2162 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
12,480 CUBIC FEET
SHEET
1 I '
9
F =
FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
BDTT❑M OF LINTEL CAVITY
r
¢
_
a
8F16-1B/1T
)
�
4
WIDTH
LQUANTITY
NOMINAL
OF #5
NOMINAL HEIGHT
REBAR AT TOP
7-5/8'ACTUA
8'
NOMINAL WIDTF
FRAMING NOTES:
#5 REBAR AT TOP
—MIN. (1) REQ'D
1-1/2' CLEAR
GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
1. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 L.L./17 D.L.)
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3• AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1/2- DIA. COUNTERSUNK
ANCHOR BOLTS W/ 2-1/4- MIN. EMBED. ® 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 EDITION)
MICHAEL C. ANDERSON
lichael Digitally sic
by Michael
n d e rs Anderson
Date:
n 2020.10.06
16:13:41 -0
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-10-20
U7
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NO. 17-015-114
DATE DRAWN 9-10-20
DRAWN BY MCA
CAYMAN 1560 131
LIVING 1560 SQFT
GARAGE 372 SQFT
LANAI 144 SQFT
ENTRY 86 SQFT
TOTAL 2162 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
12,480 CUBIC FEET
SHEET
1 I '
9
EXH.
FAN
PREWIRE
I PREWIRE I
I
\ I=E3
\ I
I \\ I S.D.
X7\O
0
II
al
S.D.
C.M.D.
C.M D. S.D.
1
I
I
I
I
I
WP I
GFI
SINK W\y /
)ISP.
� 1
M
\' FF\w-.
Ac\II,3D
GFI WH
DIE
i 22"x54"
x
ATTIC ACCESS
I - - - W/ PULL CHAIN
LIGHT ABV.
GFI ELEC.
GARAGE DOOR PANE
I OPENER PREWIRE
I , I
t
r
I I
I I
COACH LTS. �� _ _ / COACH LTS.
PREWIRE _ - PREWIRE
OUTLET FOR
MICROWAVE
COND
ELECTRICAL LOAD CALCULATION
1560 S.F. AT 3 VA
4.7
kVA
I
3.0
kVA
LAUNDRY CIRCUIT
1.5
kVA
RANGE
EXH.
kVA
FAN
3.0
kVA
DISHWASHER
1.5
CAT5
DISP❑SAL
ry I
kVA
1
S.D.O
/
SUBTOTAL
32.2
kVA
0
II
al
S.D.
C.M.D.
C.M D. S.D.
1
I
I
I
I
I
WP I
GFI
SINK W\y /
)ISP.
� 1
M
\' FF\w-.
Ac\II,3D
GFI WH
DIE
i 22"x54"
x
ATTIC ACCESS
I - - - W/ PULL CHAIN
LIGHT ABV.
GFI ELEC.
GARAGE DOOR PANE
I OPENER PREWIRE
I , I
t
r
I I
I I
COACH LTS. �� _ _ / COACH LTS.
PREWIRE _ - PREWIRE
OUTLET FOR
MICROWAVE
COND
ELECTRICAL LOAD CALCULATION
1560 S.F. AT 3 VA
4.7
kVA
2 SMALL APPLICANCE CIRCUITS 1500 VA EACH
3.0
kVA
LAUNDRY CIRCUIT
1.5
kVA
RANGE
12.0
kVA
1 WATER HEATER
3.0
kVA
DISHWASHER
1.5
kVA
DISP❑SAL
1.5
kVA
DRYER _
5.0
kVA
SUBTOTAL
32.2
kVA
FIRST 10 kVA AT 100%
10.00
kVA
REMAINDER AT 40% _
8.9
kVA
TOTAL OF OTHER LOAD
18.9
kVA
10 kVA OF AC AT 40%
4.00
kVA
TOTAL r
22.9
kVA
22,900 VA DIVIDED BY 240 V
95,4
A
POOL SUB PANEL
30.0
A
TOTAL 125.4 A
r 9/I fr/Zo
�I1�h0
USE 150 AMP SERVICE
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.
NO. 4 CU. WIRE
TO UFER GRND.
O
METER
SCHEMATIC ELECTRICAL RISER
(BACK TO BACK SERVICE)
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.
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.
NOTE: ALL TILE IN KITCHEN, DINING,
BATHROOMS, LAUNDRY, BEDROOMS AND
CLOSETS TO BE DIAGONAL
ELECTRICAL PLAN
1/4'0 = 1'-0"
LEGEND
LO
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O
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OO
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-K=
CHIMES
CHIMES PUSH BUTTON
TELEPHONE JACK
TV
CABLE TELEVISION JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
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220 V. RECEPTACLE
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DEDICATED 220 V. OUTLET
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RHEOSTAT SWITCH @ 42' A.F.F.
TPU
TOUCH PAD FOR SECURITY SYSTEM
O
CENTRAL VACUUM OUTLET LOCATION
ELECTRICAL DISCONNECT
CAT6 OUTLET
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
lichae I Digitally sign
by Michael
n d e rS Anderson
Date:
n 2020.10.06
16:13:54 -04'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
L_ 9-10-20
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R-30 INSULATION
1/2" CLG. GYP. BD. -
8"x8" U -BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 REBAR CONT:
PRE-ENG'RED PRECAST LINTEL -
SEE SHEET A 4.0 FOR DETAILS
NOTE: 1x4 P.T.-
SCREWS FOR DRYWALL ON WALLS:
MAX. EDGE SPACING: 7" PLOYCEL SEALANT -
MAX. FIELD SPACING: 16"
SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK -
MAX. EDGE SPACING: 7"
MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO
FLOOR PLAN FOR SCHEDULE) -
MARBLE SILL -
1/2" DRYWALL ON 1x2 P.T.
FURRING ® 16" O.C.
R-4.2 FOIL INSULATION W/
4 MIL VAPOR BARRIER -
4" 2500 PSI CONC. SLAB W/ WD. BASE -
FIBER MESH ON 6 MIL. POLY
VAPOR BARRIER OVER TERMITE
TREATED CLEAN FILL COMPACTED
TO A MINIMUM DENSITY OF 95% AS
DETERMINED BY ASTM D-1557
UUNUKtlt U t3LUUK
TIE -BEAM TOP COURS
HORIZ. 2X2 NAILED TO
VERT. 2X2'S W/ (2)-10d
NAILS
SOFFIT DETAIL
NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION
R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
ARCHITECTURAL FIBERGLASS SHINGLES OVER
30# FELT ON 15/32" CDX PLYWOOD SHEATHING
AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
HURR. STRAP ® EACH TRUSS
REFER TO CONNECTOR SCHED.
TYP. O.H.
PER ROOF PLAN.-
-J
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
--/.6,-WD _HDR.. HT.
T PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
,,-- CEMEN11TIOUS 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.
I PER LOCAL BLDG. DEPT.
�CONC. FTG. PER
-FOUNDATION PLAN
TYP. EXT. BLOCK WALL
ALCOA TRADITIONAL "F" CHANNEL W/
5/8" CASEHARD "STUB" OR "T" NAILS
0 10" O.C. IN CONC. BLOCK. OR WITH
8d NAILS 0 10" O.C. IN WOOD
2X2 NAILED TO EVERY
OTHER TRUSS TAIL W/
(2)-10d NAILS
-ALUM. NAILS 0.12 DIA.
:E PLN SHANK 3/8" DIA HEAD
1-1/2" LONG ® 6" O.C.
ALUM. NAILS 0.12 DIA. SHANK
3/8" DIA HEAD 1-1/2" LONG -
(2) PER SOFFIT SEGMENT
ALCOA TRADITIONAL VENTED
ALUMINUM SOFFIT #V-144
N.T.S.
r -----
I
�I LINTEL
II
I
2x4 STUDS 0 SPACING
II PER PLANS
I VERTICAL FILLED CELL
I W/ 1-#5 BAR
I (2) 16d
I CONC. BLOCK WALL 0 12" O.C.
I
(2)2x4 P.T. W/1/2" DIA.
COUNTERSUNK BOLTS
0 24" O.C. VERT
2 1/4" MIN EMBEDMENT
II WITH 2" SQUARE X 1/8"
II THICK HURRICANE WASHER
I
11 1-4
II
I I
II
I
(------
EXTERIOR FRAME WALL TO
CONC. BLOCK WALL CONNECTION
TOP OF SLAB
REINFORCED/FILLED
CONC. BLOCK CELL
1/2" DIA L -BOLT 11""i`�'
(8" LONG) W/ 2"
WASHER AT
32" O.C. MAX. 2x6 P.T.
JAMB DETAIL
2x4 P.T. W/ CONC. F- 2x6 P.T. FROM BOT. OF
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GARAGE DOOR DETAIL
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3 1/4"
DETAIL AT
90° CORNER
GROUT SOLID
TOP OF CELL
SAWCUT APPR
OPENING IN W
SAWCUT APPR
OPENING IN W
25" MIN. LAP
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER FBCR 2017 (6TH EDITION).
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2017 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. fm = 1500 psi
8. REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
9. OMIT
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
11. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE
1 /2" 3/4" MIN. HOLE DEPTH
6"
5/8" 7/8"
7"
3/4" 1 " 8»
7/8" 1 1/8"
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED
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.
,w
z 1'" ^'" X 6" DEEP HOLE FOR
:T IN EPDXY ADHESIVE
3LOCK WALL
25" MIN. LAP OF REBARS
3,000 PSI CONCRETE FILLED CELL
W/ #5 BAR
SAWCUT 1"W. OPENING IN WALL
FROM TOP TO BOTTOM FOR FULL
HEIGHT REBAR PLACEMENT INTO
CELL - FILL SOLID W. CONCRETE
SLAB
X 6" DEEP HOLE FOR
w #5 BAR SET IN EPDXY ADHESIVE
t0
ADDED REINF. FILLED
BLOCK CELL DETAIL
NOTES:
-DRILLED HOLE TO BE CLEANED PRIOR TO
DISPENSING ADHESIVE
-EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE
-REBAR DOWEL TO BE CLEAN AND OIL FREE
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED AT 6" O.C. MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED.
7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN
ARE TO BE #2 OR BETTER, SPECIES GROUP II
8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
AS PER DRAWINGS.
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM.
11. NAIL PATTERNS:
-DOUBLE PLATE AT 12" O.C. OUTSIDE THE
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12" O.C.
-DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
EA. EDGE, 12" O.C. INTERNALLY.
-HEADER TO STUD- 4" O.C. EA. HEADER MEMBER
-STUD TO TOP OR BOTTOM PLATE- (2)16d END
NAILED OR (2)16d TOE NAILED EA. SIDE
-ALL INTERIOR HEADERS TO BE (2) 2x
WITH 1/2" FLITCH GLUED AND NAILED
WITH 16d AT 8" O.C. STAGGERED.
12. ROOF SHEATHING TO BE MIN. 15/32" CDX
PLWOOD NAILED PER ROOF NAILING PATTERN
DIAGRAM.
13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN
AND/OR MANUALY.
14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS.
16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2"
SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5"
UNLESS NOTED OTHERWISE.
17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR
GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED
ALL PLANS, DETAILS, AND NOTES ON THESE
DRAWING ARE PROPRIETARY AND CANNOT BE
USED, TRANSFERED, OR OTHERWISE REPRODUCED
WITHOUT THE APPROVAL OF RENAR HOMES
59
OROOF EDGE O I d
1 ti%o O O 1 O EDGE
4, 0
OI O lO RIDGE I
2 2
0 1 0
trr
OZONE 1 -USE 8d RING SHANK NAILS ® 6" O.C.
O ZONE 2 -USE 8d RING SHANK NAILS O ZONE 3 -USE 8d RING SHANK NAILS
® 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 EDITION)
MICHAEL C. ANDERSON
lichael Digitally sign
by Michael
n d e rs Anderson
Date:
n 2020.10.06
16:14:08 -04'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
�9-10-20
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INSTALL SIMPSON HTSM16
W/ (8) 10d NAILS TO TRUSS ATTACH
STRAP TO LINTEL W/ (4) 1/4" x 2-1/4"
MIN TAPCONS VERIFY NUMBER OF TAPCONS
WITH CONNECTOR SCHEDULE
PRE-ENGINEERED
ROOF TRUSS
8" X 8" X 16" —
CONCRETE LINTEL
BLOCK FILL WITH
CONCRETE AND
(1) #5 BAR
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
EL: 36" ABOVE
ADJACENT FLOOR
5x5xj" WELDED
FLANGE
ur� V_N
1 "
1 " " 3" 0 x 1/4"
STEEL PIPE
" TAPCON
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ix5xj" WELDED
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BOLLARD DETAIL
(4) 10d NAILS 12
. .
�6
PROVIDE 2X4 BLKG
@ 16" O.C. BEHIND
GABLE END TRUSS
P.T. 2X4 LEDGER BD.
W/ 1/4" DIA. TAPCONS
(2-3/4" MIN.
EMBEDMENT) SPACED 2_p»
16" O.C.
ROOF AT SLIDING
GLASS D❑❑R DETAIL -1 STORY
LINTEL
BLOCK TOP COURSE
FILLED
W/ CONC. & 1-#5 B
NOTES:
Z Z
0 ~ J
(n
SEE
NOTE #4
TOP OF
LOWER < _ �
BLOCK
WALL - �- - ---
#5 BAR DOWEL
W/ STD. 90' HOOK
CEMENTITIOUS COATING ON
LATH OVER 2 LAYERS 15#
FELT OVER 7/16" OSB
OVER GABLE END TRUSS
GALV. METAL
FLASHING
2X4'S @ 16" O.C.
FIBERGLASS SHINGLES
OVER 15# FELT ON
7/16" OSB
(3) 10d NAILS
_TOP OF BLOC_ K A,
PER PLAN
�-- 2X FASCIA
W/ DRIP EDGE
2X4'S @ 16" O.C.
1/2" EXT. GYP. BD.
SIMPSON HUS24
@ EACH JOIST/
LEDGER BD. CONN.
TOP OF HIGHER
BLOCK WALL
II #5 BAR DOWEL
II W/ STD. 90' HOOK
I
Ili CONC. BLOCK WALL
{{ vr'n'rin e 1 ru 1 rn
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BLOCK WALL HEIGHT
TRANSITION DETAIL
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2x8 RIDGE BOARD
2x6 RAFTERS AT 24" 6C.
MAX. - TOE -NAIL TO RIDGE
BD. W/ (2) 1 O NAILS
2x4 VERT. STUDS
@ 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW)
ROOF
SHEATHING
SIMPSON STRONG -TIE
'H2.5' OR 'LSTA18'
AT EA. END OF 2x4
PRE-ENG'RED VERT. STUD
TRUSSES
SEE
NOTE #4
nderS
Anderson
Date:
NOTES:
2020.10.06
16:14:21 -04'
1. HURRICANE CONNECTORS REQ'D
SEE
NOTE #4
AT 8'-0" O.C.
co
JCIT
)
2. PROVIDE "H2.5" OR "LSTA18"
AT EACH RAFTER END
3. PROVIDE 2x8 RIDGE BOARD
OJo�
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES
AT LOCATIONS WHERE VALLEY FRAMING DOES
LL C'4
0)
NOT BEAR ABOVE TRUSS
HAND FRAMED VALLEY
DETAIL
THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER
HORIZONTAL SPAN IS GREATER THAN 8'-0"
ROOF
SHEATHING
EXPANSK
STRIP &
@ JAMB
HEAD LO
(ONLY)
STEEL, MASONRY
OR WOOD FRAMING
MORTAR JOINTS
1/4" TO 3/8"
(TYPICAL)
PANEL
ANCHORS
8"X8"X4"
(NOMINAL SIZE)
GLASS BLOCK UNITS
PANEL ANCHORS &
REINFORCEMENT
EVERY OTHER
COURSE OR 16" O.C.
WHICHEVER IS LESS
ASPHALT EMULSION
THIN MORTAR @
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" HILT] KWIK BOLT II.
EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE.
SEALANT. SILICONE TYPE.
GLASS BLOCK INSTALLATION
O.S.B. SHEATHING
OVER WOOD TRUSSES
STUCCO FINISH ON
METAL LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
J❑INT
STUCCO FINISH ON
BLOCK
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS
WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE
THROUGH THE WOOD DECK BY AT LEAST 1/8"
PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE
AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE
ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE
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 349530
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
lichael
Digitally sign
by Michael
nderS
Anderson
Date:
n
2020.10.06
16:14:21 -04'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-10-20
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CORNER
FLASHING
TAPE — — —
CORNER
FLASHING
TAPE
TOP
FLASHING
TAPE
SIDE
FLASHING
TAPE
SIDE CHE,
FLASHING
TAPE
WINDOW TOP
NAILING FIN
--
;KRAIL`
WINDOW B(
SILL FLASHING TAPE #1 x _�'A
SILL FLASHING TAPE #2
I�WATER RESISTIVE BARRIER WATER RES111VE BARRIER
1. CUT THE WATER RESITIVE BARRIER (1C) I I
SHEATHING
FRAMING
I I i I I�-4TH CUT, _
I °3RD i I MAKE A 6" CUT UP
j SCUT FROM EACH TOP I EXTERIOR ~,
i CORNER AT A 450 °
I ANGLE TO ALLOW THE I I
I WATER BARRIER TO I I
�rTyp I I BE LAPPED OVER THE I
I I I I FIN AT THE HEAD OF I
I I 2ND_>•`I I THE WINDOW. I
VI
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I
-------------- I I
I I
I i
2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE I I
OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN ° I
J. 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 (12" FROM
EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE
IT TO THE WATER RESISTIVE BARRIER.
5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT
ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G).
NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS.
1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME
HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE
WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2"
BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. _
Ex�RIpR
I
I
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 2
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS t2
SHOWN.
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. t
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)
�— a'�glw
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ROOF SHEATHING
2x4 BLKG. ® 48" O.C. --
ALUMINUM DRIP EDGE AND FASCIA
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EA. 2X4 LADDER FRAMING
GABLE END TRUSS
AIR -INFILTRATION BARRIER
OVER EXT. SHEATHING (SEE
EXT. ELEV. FOR FINISH MAT'L.)
TRUSS SETBACK
PER FRMG. PLAN
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
TOE NAIL (2) 16d EACH SIDE
2x4 BLKG. ® 48" O.C.
PRE -ENG.. TRUSSES
0 24" O.C.
2x4 45' CROSS BRACING
AT TRUSS MIID-PT. AND AT
8'-0" O.C. (MAX.)
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
AT 4'-0' D.C.
W/(2)16d NAILS AT EA.
TRUSS WEB MEMBER
i
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CHORD BLKG. AT
4'-0' ❑.C. REFER TO
FRMG. PLAN
(2) 16d
COMMONS TOE
NAILED EA. SIDE
8x8 U -BLOCK TIE -BM. FILLED
W/ CONC. & (1) #7 BAR CONT.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FDN, PLAN
GABLE END SECTION X -X
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0" O.C. REFER TO
FRAMING PLAN
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TOE NAILED EA. SIDE
PLYWD. DECKING
2x4 BLKG. @ 48' ❑.C.
(2) 16d COMMON NAILS AT
EA, 2X4 LADDER FRAMING
1/2' PLYWD. SHEATHING OVER
GABLE END TRUSS FASTEN WITH
8d NAILS AT 6' D.C.
- GABLE END TRUSS
NOTE.
)IE HOLD FACE OF GABLE END
TRUSS IN 3/4' BEYOND BLK.
FOR CEMENTITI❑US FINISH
)K HOLD FACE OF GABLE END
TRUSS OUT 1/4' BEYOND BLK.
FOR SIDING FINISH
— SIMPS❑N HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' ❑.C. MAX)
— 16d COMMON NAILS
AT 6' D.C. TO
2x6 P.T. PLATE
EXPANSION J❑INT AT
CEMENTITI❑US FINISH
2x6 P.T. PLATE
CONT. W/ 5/8' DIA.
ANCHOR BOLTS
@ 32' D.C. OR W/1/2'
DIA. ANCHOR BOLTS
@ 24' ❑..C.
SCALE1 NTS
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
lichael
Digitally sig
by Michael
n d e rS
Anderson
Date:
n
2020.10.06
16:14:34 -04'
FL. LIC. AR0017305
(PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-10-20
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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
lichael
MIRROR
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BARTOP DETAIL
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE—RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
lichael
Digitally sign
by Michael
n d e rs
Anderson
Date:
n
2020.10.06
16:14:48 -04'
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
9-10-20
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