HomeMy WebLinkAboutPLANS - 6-7-16,4
RATIONAL ANALYSIS CALCULATION
PER FBC 2014 FOR EXISTING FOUNDATION
qz = 19.8 PSF (PER TABLE 2002.4) --> USE 30PSF
30 PSF - 2 PSF (DEAD LOAD) = 28 PSF
WIND UPLIFT = 28 X 25 X 6.75 = 4,725 LB
APPLY SAFETY FACTOR = 1.67 X 4,725 = 7.891
WEIGHT OF 4" CONC. SLAB = 150 X .333 X 27 X 6 = 8,092
TOTAL WEIGHT = 8,092 > 7,891
....OK EXIST. SLAB & NO FOOTING
IS -ADEQUATE-- --
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ST. LUCIE COUNTY DESIGN CERTIFICATION
CODE EDITION: FBC 2014 EDITION
BUILDING OCCUPANCY: RESIDENTIAL
- THIS PROJECT OCCUPANCY: SUNROOM
BUILDING DESIGNED AS: PARTIALLY ENCLOSED STRUCTURE
MAIN BUILDING HEIGHT: 15'-0" (<60 FEET)
- THIS PROJECT MEAN ROOF HEIGHT: 7'-7"
RISK CATEGORY: 11
BASIC WIND VELOCITY PRESSURES:
WIND SPEED: 170 MPH (a sECOwD cusT)
BASIC WIND VELOCITY PRESSURES: 30 PSF WALLS
30 PSF ROOF
ROOF DEAD LOAD V=uAL DFAD LDAD usED To RESIST uFLLFr REA mm): 0 PSF
SOIL BEARING CAPACITY: WELL COMPACTED
REVIEWED FOR SHEAR WALL REQUIREMENTS: YES
IMPACT PROTECTION SPECIFIED: YES
WALLS TO MEET THERMAL BARRIER REQUIREMENTS: YES
LIVING ROOM
EXIST. WINDOW EXIST. SGD
TO REMAIN TO REMAIN
`ATTACH TO EXIST. a!2" FASCIA
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CATEGORY II SUNROOM
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HR GLASS WINDOW
ZONE 5
R.O. = 62" X 62'
D.P. = -37.8
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FDU?MnCN LYFORV' ON SHOWN OH 7KS PLAN 6 RASED ON
DATA PROVIDED BY THE CONTP=WR/CLENr. THE FOULSATIONS
SPMSM ARE' THE RECIMED TO RESIST ALL SUPMUPOS£D IAIE CV
AND DEAD LOAM FROM THE PROPOSED STRUCRIRE. N
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EXIST. SGD
TO REMAIN
BEDROOM
ALUM. COL.
PER PLAN
SUNROOM NOTES:
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1. ALL EXISTING DOORS AND WINDOWS TO MAIN HOUSE
TO REMAIN. NO IMPACT PROTECTION IS NEEDED FOR
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THESE EXIST. WINDOWS & DOORS
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3. SUNROOM MINIMUM ELECTRICAL REQUIREMENTS:
A -ONE -INTERIOR -DUPLEX -RECEPTACLE ----
-- - - -- - -�-
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B. ONE INTERIOR SWITCHED OVERHEAD LIGHT OR
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AN ADDITIONAL SWITCHED DUPLEX RECEPTACLE
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(PROVIDE SWITCH IN ALL ROOMS LEADING INTO
SUNROOM)
SCANNED
C. SMOKE ALARM W/10YR BATTERY IF SUNROOM IS
NOT EQUIPPED WITH FIRE SPRINKLERS
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D. ONE EXTERIOR WATERPROOF GFCI OUTLET IF
ENCLOSURE IS LOCATED ON GROUND FLOOR
St Lucie County
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NEW TAMPER -RESISTANT OUTLETS
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ELECTRICAL CONTRACTOR
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HOUSE
V-6" 5'-4" 1 5'-4" 5'-4" 1 5'-4"
EXIST. 4" MIN. CONC. SLAB 27'-0"
W/ NO FOOTING
(SEE RATIONAL ANALYSIS) FRONT ELEVATION
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ALL MANUFAMURES L.ASLES SHOWING
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U"L INBMTIONS ARE APPROVED
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SIDE OF COL. W/(4)-#14 TEKS
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TON CONC. FOUNDATION
CONT. ELITE BASE
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