HomeMy WebLinkAboutBlgd plan, scope of workEXISTING
3x5 ENDOW
EGRESS
EXISTING
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EXISTING
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EXISTING
3x5 ENDOW
THIS DRAWING IS THE EXCLUSIVE DESIGN
OF K.C. HUBBARD & ASSOCIATES AND IS
NOT TO BE USED OR COPIED WITHOUT
WRITTEN CONSENT.
SECONL>, FLOOR PLAN
SCALE; 1/4"=1'
NEW (2) 2x10 LEDGER
W/ 1/2" LAG BOLT
& WASHER 0 24"o/C
DOOR
o
AMID
CROSS
off
BRACE r —
T
EXISTNG
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IL
BEDROOM 3
0 o
uJi
Er
o
NEW 6'
FRENCH g a
—r—I�-f—I——Y—I--I
MID
CRO S
B CE
I—� t
DOORS
N SECOND FLOOR DECK
SCALE; 1/4"=1'
NEW FLAT DECK REPLACEMENT
OVER EXISTING KITCHEN
0
I
24" LAP REPAIR JOIST
(2) 1/2" BOLT THRU
w/WASHER & NUT
0
5/8" DRYWALL
(2) 2x4 TOP PLATE
1/2" DRYWALL
2x4 WOOD STUDS
® 16"o.c.
2x4 P.T. PLATE
1/4"x5" ANC. 0 32"o.c.
BASE BD —
(RE AIR)
SUPPORT INTERIOR WALL
1/2"=1'-O"
STRAP w/SIMPSON "H10A" —
18-10d NAILS = 1140# UPLIFT
F1=590# F2=285# FL 11478
EXJSTNG
2x4 TOP PLATE
EXISTNG
2x4 WOOD STUDS
® 16"o.C.
200 FLOOR JOISTS
5/8" DRYWALL
2x4 TOP PLATE
1/2" DRYWALL
2x4 WOOD STUDS
0 24"o.0.
2x4 P.T. PLATE
1901
EXISTING
3x5 ENDOW
EXISTING EXISTING
3x5 ENDOW 3x5 ENDOW
EXIST. EXISTNG
DOOR SMOKE ALARM
110V w/BATTERY
EXISTNG SA
SMOKE ALARM EXISTING
110V w/BATTERY
BEDROOM 1
EXISTING
3x5 ENDOW
EXISTING EXISTING CLOSET EXISTING CLOSET ND70OR
EXI STNG UI VN GROOM
O SCREEN PORCH
0) LIN.
EXIST.
DOOR 7BAT'HSG
(REPAIR)
INTERIOR WALL
30# FELT NARFD IN PLACE W/ STICK ON
ABC BRAND "MULE HIDE" GRAVEL ROOFING
3/4" COX PLYWOOD SHEATHING
NAIL W/ 8d RNGSHANK 0 4" EDGES
& 6" ALONG JOISTS
SLOPE AT 1/4" /FT.
2x8 JOISTS 2x8 JOISTS ®16"o/c
R-30 INSULATION LJ OJT n1111J� I
5/8" DRYWALL
EXTERIOR WALL CONNECTION
NEW (2) 2x10 LFDGLI
W/ 1/2" LAG BOLT
& WASHER 0 24"o/c
EXISTING
2x4 WOOD STUDS
0 16"o.c.
STRAP w/SIMPSON "H10A"
18-10d NAILS = 1140# UPLIFT
F1=590# F2=285# FL 11478
EXIST. FLOOR JOIST
EXIST. 2x4 TOP PLATES
INTERIOR WALL CONNECTION
EXISTING
3x5 ENDOW
WASH DRY
RECONNECT TO EXIST. PLUMB.
REPLACE KITCHEN CAB.
AND APPLIANCES
a
RECONNECT TO EXIST. PLUMB./ELECT.
RANGE SINKS
COUNTER
J�
Iz
EXISTING FRAME ELLS
EXISTING EXISTING (3)
3x5 ENDOW 3x3 ENDOWS
N
FIRST FLOOR PLAN
SCALE; 1/4"=1'
GENERAL NOTES (NEW CONSTRUCTION)
ENCLOSED BUILDING UNDER 60' HEIGHT
MEAN ROOF HEIGHT 18'
IMPORTANCE FACTOR (1)
THIS PROJECT HAS BEEN DESIGNED TO COMPLY
WITH FBC 5th EDITION 2014 & NEC 2011 ED111ON
AND ALL OTHER APPLICABLE CODES
WIND VELOCITY PRESSURES
170 MPH WIND SPEED 3 SECOND GUST.
BASIC VELOCITY PRESSURE 55 PSF
INT. PRESSURE COEFFICIENT = + & — 018
EXPOSURE CATEGORY "B"
:BEAMS AND LINTELS SHALL HAVE 8" MIN. BEARING AT EACH END.
ALL BEAMS IN WOOD BEARING PARTITIONS SHALL BE MIN. (2)2x10.
PROVIDE (2) 2x6 EACH SIDE OF OPENINGS. NALLED TOGETHER
w/12d NAILS 0 6"o.c. STAGGERED.
:ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
:ALL STRUCTURAL LUMBER SHALL BE SO.YELLOW PINE GRADE$2
:ALL CONCRETE SHALL BE 3,000 PSI. W/ 3/8"AGGREGATE IN 28 DAYS
:CMU PER ASTM C90 MIN. COMPRESSIVE STRENGTH = 1900 P31
:ALL RE -BARS SHALL BE ASTM A615 GRADE 60 LAP ALL BAIS 48"DIAM.
:GROUT TO CONFORM TO ASTM G476
:ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH AL
FEDERAL, STATE AND LOCAL BUILDNG CODES. NSTALLATION IF ALL
EQUIPMENT SHALL BE AS RECOMMENDED BY MANUFACTURER
:THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDIIONS AT
THE JOB SITE AND REPORT ANY DISCREPANCIES TO THE OWNIR OR
DESIGNER THE DESIGNER CAN ASSUME NO RESPONSIBILITY WFATEVER
FOR THE EXECUTION OF THE WORK_
:FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MNAfM SOIL
BEARING VALUE OF 2"500# PER SQ. FT. IT SHALL BE THE OWIERS
RESPONSIBILITY TO OBTAIN THE NECESSARY ENGNEERNG AD\^CE TO
ASSURE THAT THE ACTUAL SOIL BEARING EQUALS OR EXCEED; THIS
MLMMUM, AND IF IT IS LESS, TO OBTAIN ENGNEERING SERVICE TO
MAKE PROVISIONS AS THE ACTUAL CONDITIONS MAY REQUIRE.
:FINISHED FLOOR ELEVATIONS TO BE AS REQUIRED BY CODE
:ALL BOLTS, WASHERS AND NAILS ETC. TO BE GALVANIZED.
:ALL ELECTRICAL WORK TO BE ACCOMPLISHED BY A LICENSED
CONTRACTOR AND TO COMPLY WITH 2O08 NEC JULY 1, 2009
OUTLETS WITH ARC -FAULT CIRCUIT NTERRUPTER COMBNATION-TYPE
AND TAMPER RESISTANT RECEPTACLES
OWNER TO CONFIRM:
1- ALL ZONING REQUIREMENTS
2- ALL CODE REQUIRED FINISHED FLOOR ELEVATIONS
3- SURVEY & SOIL DENSITY TESTING
4- SETBACK REQUIREMENTS
m"v
E)OSTING
3x5 ENDOW
EGRESS
EXISTING
3x3 ENDOW
REPLACE
ELECTRIC PANEL
TO EXTERIOR
LDCAnON
REPLADE
36' DDOR
THFSF PLANS AND At�-JROPOSED WORK
ARE SUWFCT TO AN'I C(A lECT10MS
RROLMED OY RLD INW4,0TaM THAT
MAY SS NECESSARY IN ORDER TO
GOMM WITH AWE APPUCA14 0009%
w
SCOPE OF WORK
EXISTING 2 STORY RESIDENCE
W/ FRAME CONSTRUCTION
REPLACE FIRE DAMAGED KITCHEN
RE —CONNECT PLUMBING
NEW DECK ROOF OVER KITCHEN
CONNECT TO EXISTING 2ND FLOOR
REPLACE AIR COND. UNIT
THIS STRUCTURE HAS BEEN DESIGNED
AND REVIEWED FOR COMPLIANCE OF
FI30 1606.1,4 FOR ONE OF THE FOLLOWING;
INTERNAL WIND PRESSURE )�/��
DB DEBRIS PRAT' `/Y"l�'>
IMPACT RESISTANCE GLAZING
L r
SL LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP E
REVIEWED BY i
DATE
PLANS AND PERMIT
MUST' 61 KEPT ON JOB OR
NO INSPECTION WILL VE MADE
CONCEALED FASTENERS ORATTACHMM
ARE THE RESPONsiNuTyOFTHE
COfiTRACTOR Of RECORD
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