824 Bonita Rd RESA23-0034 - Arch Plans with Final Frame Revisions 1-30-24_1NOTES:
SCOPE OF woRK:
REMOVING CARPORT $ SHED, ADDING
M,45TER SUITE, POWDER RM., LAUNDR,1', INTERIOR
REMODEL ING.
, PPL ICA5LE CODES:
2023, 8th EDITION FLORIDA BUILDING CODE
2023, 8th EDITION FBC- ACCESSIBILITY
2023, 8th EDITION FBG -EXISTING BUILDING
2023, 8th EDITION FBG- MECHANICAL CODE
2023, 8th EDITION FBC-PLUMBING CODE
2023, Sth EDITION FBC-GAS CODE
2018, Zth EDITION FLORIDA FIRE PREVENTION CODE BASED
ON NFPA 1 8 NFPA 101, 2018 EDITION
201-1 NATIONAL ELECTRICAL CODE
TYPE OF CONSTRICT I ON
7"r-f=E= Y 8
SQUARE FOOTAGE CAL_ CUL_ AT I ONS:
HEATED ,ADD ING 583 5F. HTD. 4 233 5F UNHEATED
DESIGN LOADS :
A. GRAVITY LOADS:
ROOF LOAD RAFTER LL = 20psf DL
= 1psf
CLNG JST LL = 10psf DL
= 5psf
TOTAL LOAD LL 30 psf + DL
12 psf = 42psf
FLOOR LOAD FLOOR TRUSS LL 40psf + DL
15paf = 55psf
BALCONI' LL 60psf + DL
15psf = 15psf
B. LATERAL LOADS:
-24.5
WIND LOAD = 130 MPH, EXPOSURE B, ENCLOSED
-19.8
CONSTRICTION NOTE :
17.3
THE NEW SOUTHERN 'r ELLCW PINE LUMBER
17.5
DESIGN V,4LUE5 HAVE SEEN USED.
50.1 TO 100 SF.
LEVEL OF ALTERATION:
-20.6
PER FSC, "EXI5TING BUILDING'', SECTION 405
THIS RESIDENCE 15 LEVEL 2.
100.1 TO 200 SE
WIND PRESSURES ON WINDOWS, DOORS $ SOFFITS (psf)
130 mph, Exposure B, ,ASCE 7-2010
AREA of OPENING
EDGE STRIP (5)
INTERIOR ZONE (4)
•
POS.
NEG.
POS.
NEG.
O TO 20 SF.
18.3
-24.5
18.3
-19.8
20.1 TO 50 SF.
17.3
-22.8
17.5
-19.1
50.1 TO 100 SF.
16.4
-20.6
16.4
-18.0
100.1 TO 200 SE
15.5
-19.1
15.5
-17.1
200.1 TO 500 SF.
14.7
-17.4
14.7
-16.3
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18.3
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18.3
-19.8
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DOOR VALVE MOVED TO RIGHT OF SHOWER DOOR
• MOVED RANGE WALL BACK INTO 5R2
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SIZE OF HEADER MATERIAL
NUMBER OF PLIES IN HEADER
ALL EXTERIOR HEADERS 12nx10-I/2 UNLESS NOTED OTHERWISE
ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE
PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED
IN LIEU OF SPECIFIED HEADER
ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH
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CONVENTIAL FRAMING NOTES:
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Cl" IU HEADER NOTES:
ALL NEW CON5TUCTION SHALL BE CAST CRETE
SFS -OBIT LENGTH TO MATCH.
PRE-ENGINEERED ROOF
TRU55ES 6 24' O.G.
METAL ROOFING ON PEEL d STICK ON 5/8'
NOM. STRUCTURAL SHEATHING. DECKING
NAILED W1 8d RING SHANK NAILS m 6' O.C.
AT PANEL EDGES AND 10' IN FIELD
2
2 - 2X4 PLT
MATCH ALUM. DRIP
EDGE, FASCIA E
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HARDIE LAP BOARD AND BATTEN
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IN FIELD. BLOCK ALL PANEL
EDGES.
FINISH GRADE - VERIFY
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FLOOR SLAB OF PLANT MIX
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