HomeMy WebLinkAboutApproved plans 2008-0755.pdfA-2.0 FLOOR PLAN
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WALL SECTIONS / NOTES
ROOF / FRAMING PLAN
BUILDING ELEVATIONS
ELECTRICAL PLAN
CVR
A-1.0 FOUNDATION PLAN
INDEX / PROJECT INFORMATION
WALL SECTIONS / NOTESA-6.1
COMPONENTS AND CLADDING WIND PRESSURES:
ENCLOSED
ROOF PITCH: /12
(SHINGLES)
+/- 0.18
PROJECT & CODE DATA
*PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
EXPOSURE: B
IMPACT RESISTANT ASSEMBLY:
ROOF DEAD LOAD:
SHUTTERS:
IMPORTANCE FACTOR:
INTERNAL PRESSURE COEFFICIENT:
OVERHANG: FT
MEAN BUILDING HEIGHT:
YES
1.33
YES X
1
15’
TYPE OF CONSTRUCTION:
BUILDING DESIGN:
ULTIMATE DESIGN WIND SPEED:
BUILDING CATEGORY: II
NOMINAL DESIGN WIND SPEED:
140 MPH
124 MPH
CBS X
NO X
17 PSF
6
(TILE)
NO
PARTIALLY ENCLOSEDOPENX
160 MPH
FRAME
X 170 MPH
DRAWING INDEX
COMPONENTS AND CLADDING WIND PRESSURES PER
2017 FLORIDA BUILDING CODE
500 AND ABOVE
(SQ. FT.)
100 TO 499.9
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SQ. FT.)
50 TO 99.9
20 TO 49.9
0 to 19.9
-28.0 PSF23.5 PSF /
20.6 PSF -22.0 PSF/
24.7 PSF
26.4 PSF
27.7 PSF
20.6 PSF
23.5 PSF
24.7 PSF
26.4 PSF
27.7 PSF
-31.0 PSF
-34.0 PSF
-37.0 PSF
-22.0 PSF
-25.0 PSF
-27.0 PSF
-28.0 PSF
-30.0 PSF
PRESSURE
PRESSURE
/
/
/
/
DESIGN
DESIGN
/
/
/
/
500 AND ABOVE
100 TO 499.9
50 TO 99.9
20 TO 49.9
0 to 19.9
HVAC PLAN
3/16" TEMPERED
BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT __ BLOCK * PHASE IIA, FT. PIERCE, FL 34945
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
420
SMOOTH STAR
FIBER-CLASSIC
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
8068 S.G.D.SLIDING GLASS DOOR
3068
ID
OPENING
BUILDING PERMIT:
EXTERIOR SWING DOOR
PRODUCT
MI WINDOWS AND DOORS
THERMA-TRU
MANUFACTURERMODEL #GLASS ATTACHMENT METHOD
CONTRACTOR: JEFF MOTTRAM
APPROVAL
PRODUCT
PRESSURES
DESIGN
FL15225.5
+39.2 -43.7 PSFFL9174.6WAYNE DALTONMODEL 9100 << >>OVERHEAD DOOR16070 OVHD
3/16" TEMPERED
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
I have reviewed the above product approval
information and approved it.
Name:________________________________
Signature:________________________________
Certification Number:________________________________
Date:________________________________
HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4"
DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
1/8" ANNEALEDFIXED 185FIXED GLASS MI WINDOWS AND DOORS
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,
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX.
1/8" ANNEALEDSH 185WINDOW MI WINDOWS AND DOORS +/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS
1/8" ANNEALEDMI WINDOWS AND DOORS
+/- 40.0 PSF (MIN)
1/8" ANNEALEDSH 185WINDOW MI WINDOWS AND DOORS +/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS
1/8" ANNEALEDSH 185WINDOW MI WINDOWS AND DOORS +/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS
+/- 67.0 PSF (MIN)
FIXED 185FIXED GLASS
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,
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX.
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.
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined
from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.
b. Reserved.
c. Termite infestation per Figure R301.2(6) is "very heavy."
d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance
with Section R301.2.1.4.
e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code,
Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
f. Reserved.
g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood
Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the
panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended.
h. Reserved.
i. Reserved.
j. Reserved.
k. Reserved.
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
LOAD
WIND DESIGN SEISMIC
DESIGN
CATEGORY
SUBJECT TO DAMAGE FROM WINTER
DESIGN
TEMP
ICE BARRIER
UNDERLAYMENT
REQUIRED
FLOOD
HAZARDS
AIR
FREEZING
INDEX
MEAN
ANNUAL
TEMP
N/A N/A N/A N/A N/A
Speed
(mph)
Topographic
effects (NA)
Weathering Frost line
depth
Termite
See Fig. R301.2(4)Negligible Very
Heavy
N/A
d
k
f
a b c
e h
g
i j
FL15332.6
FL17499.2
FL15349.9 +/- 55.0 PSF (MIN)
FL17499.2
FL17499.2
FL15349.9 +/- 55.0 PSF (MIN)
<< >>
<< >>HURRICANE SHUTTERS
ALUMINUM SOFFITEXTERIOR SOFFIT AMERICAN CONSTRUCTION
MATERIALS FL12019 +/- 70.0 PSF (MIN)
ASPHALT SHINGLES << >>
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
33 PSF: 16" O.C. SPANS UP TO 5’, 9.9" SPANS UP TO 9’-2", 38 PSF: 15.8" O.C. SPANS UP TO 5’,
8.6" SPANS UP TO 9’-2", 47 PSF: 12.7" O.C. SPANS UP TO 5’, 7" SPANS UP TO 9’-2", 54 PSF:
11.1" O.C. SPANS UP TO 5’, 6.1" SPANS UP TO 9’-2"
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
FL 11968.3
GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO
PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT
EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
TAMCO BUILDING
PRODUCTS, INC.HERITAGE FL18355.1
+70.0 - 80.0 PSFEASTERN METAL
SUPPLY, INC.
24 GA. GALV.
BERTHA STEEL
STORM PANEL
UNDERLAYMENT << >>
30# ASPHALT
FL12328.7TAMCO BUILDING
PRODUCTS, INC.SATURATED
ORGANINC FELT
30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND
PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF
THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C.
ROOF LOAD:
TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF
BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF
(NON-CONCURRENT)
1/8" ANNEALEDSH 185WINDOW MI WINDOWS AND DOORS +/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2
CVR
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
4-7-20
17-015-119
7-13-20
BERMUDA 1674 B2
1674 SQFT
385 SQFT
160 SQFT
54 SQFT
2280 SQFT
DATE DRAWN
DRAWN BY
MASTER PLAN REVISION
PLAN REVIEW REVISIONS
MCA
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
en
a
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N
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3
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7
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6
9
2
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7
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0
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A
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7
7
2
.
6
9
2
.
9
1
5
5
CG
C
1
2
6
1
2
2
8
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
4-7-20
17-015-119
7-13-20
BERMUDA 1674 B2
1674 SQFT
385 SQFT
160 SQFT
54 SQFT
2280 SQFT
DATE DRAWN
DRAWN BY
MASTER PLAN REVISION
PLAN REVIEW REVISIONS
MCA
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
en
a
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R
F
I
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H
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S
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N
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1
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3
4
9
9
6
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7
7
2
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6
9
2
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7
8
0
0
F
A
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7
7
2
.
6
9
2
.
9
1
5
5
CG
C
1
2
6
1
2
2
8
A 1.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
4-7-20
17-015-119
7-13-20
BERMUDA 1674 B2
1674 SQFT
385 SQFT
160 SQFT
54 SQFT
2280 SQFT
DATE DRAWN
DRAWN BY
MASTER PLAN REVISION
PLAN REVIEW REVISIONS
MCA
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
en
a
r
R
F
I
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E
H
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S
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N
A
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B
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37
2
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1
0
1
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F
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3
4
9
9
6
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7
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2
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6
9
2
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7
8
0
0
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A
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7
7
2
.
6
9
2
.
9
1
5
5
CG
C
1
2
6
1
2
2
8
A 2.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
4-7-20
17-015-119
7-13-20
BERMUDA 1674 B2
1674 SQFT
385 SQFT
160 SQFT
54 SQFT
2280 SQFT
DATE DRAWN
DRAWN BY
MASTER PLAN REVISION
PLAN REVIEW REVISIONS
MCA
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
en
a
r
R
F
I
N
E
H
O
M
E
S
RE
N
A
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B
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37
2
5
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1
0
1
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A
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F
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A
3
4
9
9
6
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7
7
2
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6
9
2
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7
8
0
0
F
A
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7
7
2
.
6
9
2
.
9
1
5
5
CG
C
1
2
6
1
2
2
8
A 3.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
4-7-20
17-015-119
7-13-20
BERMUDA 1674 B2
1674 SQFT
385 SQFT
160 SQFT
54 SQFT
2280 SQFT
DATE DRAWN
DRAWN BY
MASTER PLAN REVISION
PLAN REVIEW REVISIONS
MCA
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
en
a
r
R
F
I
N
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H
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S
RE
N
A
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B
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1
0
1
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F
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3
4
9
9
6
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N
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7
7
2
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6
9
2
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7
8
0
0
F
A
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7
7
2
.
6
9
2
.
9
1
5
5
CG
C
1
2
6
1
2
2
8
A 4.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
4-7-20
17-015-119
7-13-20
BERMUDA 1674 B2
1674 SQFT
385 SQFT
160 SQFT
54 SQFT
2280 SQFT
DATE DRAWN
DRAWN BY
MASTER PLAN REVISION
PLAN REVIEW REVISIONS
MCA
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
en
a
r
R
F
I
N
E
H
O
M
E
S
RE
N
A
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B
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37
2
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.
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S
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1
0
1
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A
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,
F
L
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I
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A
3
4
9
9
6
TE
L
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P
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N
E
7
7
2
.
6
9
2
.
7
8
0
0
F
A
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7
7
2
.
6
9
2
.
9
1
5
5
CG
C
1
2
6
1
2
2
8
A 5.0
A 6.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
4-7-20
17-015-119
7-13-20
BERMUDA 1674 B2
1674 SQFT
385 SQFT
160 SQFT
54 SQFT
2280 SQFT
DATE DRAWN
DRAWN BY
MASTER PLAN REVISION
PLAN REVIEW REVISIONS
MCA
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
en
a
r
R
F
I
N
E
H
O
M
E
S
RE
N
A
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B
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37
2
5
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A
N
B
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S
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1
0
1
ST
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A
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,
F
L
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I
D
A
3
4
9
9
6
TE
L
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P
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O
N
E
7
7
2
.
6
9
2
.
7
8
0
0
F
A
X
7
7
2
.
6
9
2
.
9
1
5
5
CG
C
1
2
6
1
2
2
8
A 6.1
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
4-7-20
17-015-119
7-13-20
BERMUDA 1674 B2
1674 SQFT
385 SQFT
160 SQFT
54 SQFT
2280 SQFT
DATE DRAWN
DRAWN BY
MASTER PLAN REVISION
PLAN REVIEW REVISIONS
MCA
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
en
a
r
R
F
I
N
E
H
O
M
E
S
RE
N
A
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B
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37
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A
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B
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1
0
1
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A
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T
,
F
L
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I
D
A
3
4
9
9
6
TE
L
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P
H
O
N
E
7
7
2
.
6
9
2
.
7
8
0
0
F
A
X
7
7
2
.
6
9
2
.
9
1
5
5
CG
C
1
2
6
1
2
2
8
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
4-7-20
17-015-119
7-13-20
BERMUDA 1674 B2
1674 SQFT
385 SQFT
160 SQFT
54 SQFT
2280 SQFT
DATE DRAWN
DRAWN BY
MASTER PLAN REVISION
PLAN REVIEW REVISIONS
MCA
CUBIC VOLUME OF
CONDITIONED SPACE =
13,392 CUBIC FEET
en
a
r
R
F
I
N
E
H
O
M
E
S
RE
N
A
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B
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1
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1
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F
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A
3
4
9
9
6
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P
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7
7
2
.
6
9
2
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7
8
0
0
F
A
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7
7
2
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6
9
2
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9
1
5
5
CG
C
1
2
6
1
2
2
8
A 7.0