HomeMy WebLinkAboutRevised Plans 10.12.20 Compliance wih Plan Review CommentsA-2.0 FLOOR PLAN
A-6.0
A-7.0
A-4.0
A-5.0
A-3.0
WALL SECTIONS / NOTES
INTERIOR ELEVATIONS
ROOF / FRAMING PLAN
BUILDING ELEVATIONS
ELECTRICAL PLAN
CVR
A-1.0 FOUNDATION PLAN
INDEX / PROJECT INFORMATION
WALL SECTIONS / NOTESA-6.1
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 PLANA-8.0
<< >>
1/8" ANNEALED
<< >>
3/16" TEMPERED
BUILDING ADDRESS: LOT 82 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
STEEL STORMHURRICANE SHUTTERS
ALUMINUM SOFFIT
185 SH
SERIES 420
28 GAUGE GALV.
SMOOTH STAR
FIBER-CLASSIC
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
8068 S.G.D.
EXTERIOR SOFFIT
SLIDING GLASS DOOR
WINDOW
3068
ID
OPENING
BUILDING PERMIT:
EXTERIOR SWING DOOR
PRODUCT
AMERICAN CONSTRUCTION
MATERIALS
MI WINDOWS AND DOORS
EASTERN METAL SUPPLY
MI WINDOWS AND DOORS
THERMA-TRU
MANUFACTURERMODEL #GLASS
FL 22270.1 PER MANUF.
FL12019
FL15332.6
ATTACHMENT METHOD
CONTRACTOR:
APPROVAL
PRODUCT
+/- 50.0 PSF (MIN)
PRESSURES
DESIGN
W/ SDLT.+40.0 - 40.0 PSFFL15225.5
+39.2 -43.7 PSFFL9174.6WAYNE DALTONMODEL 9100 << >>OVERHEAD DOOR16070 OVHD
3/16" TEMPERED
ASPHALT SHINGLES << >>HERITAGE
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:________________________________
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.
FL17499.2 +/- 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
1/8" ANNEALEDWINDOWMI 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
WINDOW MI WINDOWS AND DOORS +/- 55.0 PSF (MIN)
WINDOW MI WINDOWS AND DOORS +/- 55.0 PSF (MIN)
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
SPACING OF ANCHORS PER MANUFACTURER’S SPAN CHART
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.
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
ATTACHED THROUGH FASCIA AT 16" O.C.
+/- 40.0 PSF (MIN)
HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:
1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4"
TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
1/8" ANNEALEDWINDOWMI 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
NOT USED
+/- 55.0 PSF (MIN)MI WINDOWS AND DOORSWINDOW
MI WINDOWS AND DOORS185 PWFIXED GLASS FL15349.5
FIXED GLASS MI WINDOWS AND DOORS
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
185 SH
185 SH
185 SH
185 SH
185 SH
FL15349.5185 PW
+/- 55.0 PSF (MIN)
+/- 55.0 PSF (MIN)
TAMCO BUILDING
PRODUCTS, INC.
FL17499.2
FL17499.2
FL17499.9
FL17499.9
FL17499.9
GLENN DAVIS CBC1261228
FL18355.1
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.
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
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
23’
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
ROOF LOAD:
TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF
BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF
(NON-CONCURRENT)
FLOOR LOAD:
TOP CHORD: LIVE LOAD: 40 PSF DEAD LOAD: 10 PSF
BOTTOM CHORD: LIVE LOAD: 0 PSF DEAD LOAD: 5 PSF
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
ALL ANCHORS ARE #6 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
ALL ANCHORS ARE #6 WOOD SCREWS (1-1/4" MIN. EMBEDMENT)
ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY
PANELS SPAN CHARTS
1/8" ANNEALED
1/8" ANNEALED
1/8" ANNEALED
1/8" ANNEALED
1/8" ANNEALED
8"x8"x4"GLASS BLOCK MULIA, INC.+/- 90.0 PSF (MIN)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
CVR
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
A 1.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
A 2.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
A 3.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
A 4.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
A 5.0
A 6.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
A 6.1
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
A 7.0
SHEET
PROJECT
NO.
LIVING
GARAGE
LANAI
ENTRY
TOTAL
8-20-20
17-015-054
8-20-20
BERKSHIRE 2177 B2
2177 SQFT
367 SQFT
120 SQFT
28 SQFT
2714 SQFT
DATE DRAWN
DRAWN BY enarMASTER PLAN REVISION
RPLAN REVIEW REVISIONS
MCAF I N E H O M E S1 BUILDING DEPT.
COMMENTS 10-12-20
3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CBC1261228CUBIC VOLUME OF
CONDITIONED SPACE =
19,593 CUBIC FEET
A 8.0
1