230 Magnolia St Bath Addition 2013 (2) I
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ATLANTIC BEACH FLORIDA
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INFORMATION:
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ADDRESS: 230 MAGNOLIA STREET
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ATLANTIC BEACH, FLORIDA I ! j 0
STURCTURALNOTES: II I ! ' ' ' ! ! � I II''III I I ' I = co cm
DESIGN BASIS: I
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FLORIDA BUILDING CODE, RESIDENTIAL 2010 CONCRETE NOTES:
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FLORIDA BUILDING CODE, EXISTING BLUIDING 2010
1 . ALL REINF. IN CONTACT WITH GROUND SHALL HAVE A MINIMUM OF 3 CONCRETE
WOOD FRAME CONSTRUCTION MANUAL
COVER. ALL OTHER AREAS SHALL HAVE 1 1/2" COVER. Q Z
DESIGN CRITERIA: 2. ALL CONCRETE SHALL BE MINIMUM 3000 PSI AT 28 DAYS.
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DESIGN WIND SPEED: 130 MPH W/ 3 SEC GUST
3. SEE FOUNDATION PLANS AND CROSSECTION FOR ADDITIONAL NOTES. z Q Q
EXPOSURE CATEGORY: B WOOD NOTES: W
IMPORTANCE FACTOR: 1 RAL LOAD TO BE #2 OR BETTER SOUTHERN PINE, U.N.O. SIDE ELEVATION REAR ELEVATION o Q m
RISK CATEGORY: 2 1 . ALL WOOD WITH STRUCTURAL3:
PE V ALL WOOD EXPOSED TO EXTERIOR, WITHIN CRAWL SPACE OR IN CONTACT WITH SCALE: 1/4" = 1'-0" SCALE: 1/4 = 1 -0
CONSTRUCTION: TY TREATED. Q Q Q In
BUILDING CO CONCRETE SHALL BE PRESSURE PRESERVATIVE
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OCCUPANCY GROUP R-3 2. ALL SHEATHING SHALL BE RATED. 'J p
STRUCTURE DESIGNED AS FULLY ENCLOSED
BUILDING IS NOT LOCATED IN WIND BORNE DEBRIS REGION WOOD CONNECTOR NOTES:
IMPSON-STRONGTIE. CONNECTORS OF EQUAL OR W
1 . SPECIFIED CONNECTORS ARE S Z 11111.0
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DESIGN LOADS: ROOF: Q m Z U-)GREATER VALUES FOR ALL LOADS MAY BE SUBSTITUTED. STEEL CONNECTORS � m -
DEAD LOAD: 10 PSF EXPOSED TO WEATHER OR PRESERVATIVE TREATED WOOD SHALL HAVE
LIVE LOAD: 20 PSF APPROPRIATE CORROSION PROTECTION.
MAGNOLIA ST. J qtW �
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2. PROVIDE ALL FASTENERS AS RECOMMENDED BY MANUFACTURER.
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PROJECT TYPE: RESIDENTIAL r . - 5.0: _ W CV LL (3)AREA OF NEW CONSTRUCTION: 96 SQ. FT. - —,
RENOVATION CATEGORY: LEVEL 2
COMPONENTS & CLADDING
GENERAL NOTES: ZONE EFF. AREA PRESSURE N INCREASE
OPENING FOR
1. DIMENSIONS FOR NEW CONSTRUCTION ARE TO FACE OF STUD OR MASONRY ROOF: NEW 32" DOOR
UNLESS NOTED OTHERWISE. DIMENSIONS TO EXISTING ARE TO SURFACE. 1 10 S.F. +27.8 -30.4 PSF
2 10 S.F. +27.8 -35.6 PSF ELEC. PANEL 11
VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. 3 10 S.F. +27.8 -35.6 PSF REMAINS 11
2. CONTRACTOR SHALL 11
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• EXISTING 2- Q
3. ALL WORK TO BE PERFORMED USING ACCEPTABLE CONSTRUCTION PRACTICES AND WALLS: STORY FRAME
WITH FLORIDA BUILDING CODE RESIDENTIAL. 4 10 S.F. +30.4 -33.0 PSF o HOUSE g _ %'
IN ACCORDANCE WI O
5 10 S.F. +30.4 -40.7 PSF - w
T T' KITCHEN _�
4. APPROVED TERMITE TREATMENT SHALL BE PROVIDED AT ALL NEW CONSTRUCTION. ) �'
ZONE 5 = WITHIN 4' FROM CORNER -
EP . P SED \� T
5. ALL NEW EXTERIOR MATERIALS SHALL MATCH EXISTING AS NEARLY AS POSSIBLE PRO O
WHILE MEETING CURRENT BUILDING CODE. 12' ADDITION - I II I N
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ELECTRICAL LEGEND l_
NOTE: RELOCATE UTILITIES
REAR SET &AC UNIT AS REQUIRED
WALL LIGHT BACK LINE
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CEILING LIGHT '
R30 INSULATION AT ROOF DECK DUPLEX OUTLET
5 - - -� DEMOLITION PLAN
IN SEALED ATTIC OR AT CEILING �__ I �`� Q 7"" SCALE: 1/4" - 1'-0" z
IN VENTED ATTIC EXHAUST FAN /LIGHT u I /
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GFCI I
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ROOF SHINGLES TO MATCH EXIST. AS �, SWITCH SITE PLA
/ ( INSIDE
CLOSELY AS POSSIBLE. SHINGLES& I MED. CAB. SCALE: 1„
�'" = 20
FLASHING ATTACHMENT SHALL MEET
MANUFACTURER'S INSTUCTIONS FOR
2x6 LEDGER W/ 2 16d 0
O 130 MPH WIND LOAD
NAILS TO EACH STUD r
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GD CW ' Q
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UNDERLAYMENT
LRU26 HANGER -
@ EA. RAFTER
REMOVE SIDING 7/16" MIN. STRUCT. PANEL SHEATHING Q
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TO ABOVE ROOF; WITH 8d COMMON OR 10d BOX NAILS @ r
SHEATHING TO
4"11 WITHIN 4'-0"
OF PERIMETER OR
REMAIN RIDGE AND 6"E/1 2"F INTERIOR
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2x6 RAFTERS ELECTRICAL PLANLL
24" O.C. MAX.
H10-2:EA. RAFTER/CJ SCALE: 1/4 = 1 -0 Z
TO TOP PLATES
2x6 C.J. @ 24"O.C. MAX. V
EXISTING u� w
MATCH EXISTING BEDROOM Z in
1/2" GYP.BD. FASCIA& SOFFIT; co
V
24" MAX. OVERHANG I
EP 2868 I—
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EXISTING 2x6 STUDS @ 16" O.C.
HOUSE � J
REMOVE SIDING & I I TIE SLAB TO EXIST. W/#5 w KITCHEN - Q
INSTALL GYP. BD. 7/16 MIN. WOOD STRUCT. �� „ �
SINGLE I I DOWELS x 16 @ 48 O.C. MIN., INSTALL BLOCKING FOR CLOSET 2 EXISTING
�10PANEL SHEATHING, EPDXY 4 GRAB BARS @ 34"ABOVE 3-4
INTO EXIST. (TYP) „ NO WORK
PANEL FROM BOTTOM TO TOP I I —�
PLATE W/8d COMMON NAILS I I TIE FTG. TO EXIST. W/(2) FLOOR AT SIDE AND W
b� �D 6" EDGE &6" FIELD _ — — — — — _ #5 DOWELS x 16", EPDXY REAR WALL OF TOILET&
— 4" INTO EXIST. (TYP) " _
� - - - - - - - - - ALL 4-0
Gil -1
2868
SIDING TO MATCH EXISTING f
R13 INSUL. OVER MOISTURE BARRIER L ALCOVES
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BETW
STUD
r PER OWNERS
EOWNERS i o
B I �`_ _ I I � BATH ( LEGEND
CONCRETE SLA LL
PT 2X6 PLATE W/5/8"A.B.'s I o
SEE Fli PLAN @ 24"O.C. I I -4"CONCRETE SLAB WITH 6X6/ 60 i a O= EXIST. WALL
D10xD10 W.W.F. OVER 6 MIL VAPOR 3'x5' = NEW WALL
z I I BARRIER OVER TERMITE-TREATED CURBLESS r ! J
CLEAN, COMPACTED FILL
SHWR. W/D
A .
HD5B HOLDOWN (4 SHEET NO.
0 2) #5 BARS CONTINUOUS TYP. AT CORNERS)
183ODH
SEE SECTION FOR FOUND NOTES
2'-10"
MATCH BOTTOM ELEVATION A A 12' 0" AmlJ
V-4" OF EXISTING FOOTING,MIN. Y
12"BELOW GRADE \1
FOUNDATION PLAN PARTIAL FLOOR PLAN
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CELLI ROBINSON BATH ADDITION
FRATI
SECTION A „ _ SCALE: 1/4" = 1'
SCALE: 1/2" = 1'-0" SCALE: 1/4 - 1 0
Plot made:9/18/2013 11:53:17
AM