13-1262-007m
3
0
d=
a
Ll
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z
0
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0
i
n�
U
;o
U)
v
0
Q
0
i
a
E
0-
In
I
_ o
0
0
Z
v
C
V
4
0
s
EXISTING LIGHT TEXTURED
STUCCO FINISH (TYPICAL)
LOCATED BEYOND.
EXIST. ALUM. / GLASS
SINGLE -HUNG WINDOW r
UNIT (TYPICAL)
1 .a.
a 1 A
C iGHT TEXTURED Sitk.C".O FINISH I
OVER 8' CM FINISH AND PAINT TO 1
MATCH EXISTING (TYPICAL).
1
�XiSTINC -IRESIDIONCE
II
I
T
I L'
MATCH EXISTW.&
6"A" RAISED 15AND W --- 2uXIm RAISED 154%0 W/ NEW 2"X10% WOOD SLIFFORT WJCI<M
�. �1�nAAwAn!•AAA�- AIAAlAA n.A"IA1"A.A A"�n:,�AAwAMA/I
1�
.. - N k.
FINISH - (TYPICAL). ROOF OVERHAIW_
PROPOSED NOW ADDITION raxiSTING, RIESIDENCIS
...w..a E...'..:a..» , I:.-.. .. a.5 .,.._,m..A k..,®;..®:..:°. , C......2 �.,....«... a_....wn 5:.,..mt..i . _x.e21 ®4...,Y..kd 1 rL. >. «.i,.«
NEW ADDITION
uirEepor r="r=\v40011,mr1(=)N
SCALE: 1/4" = P-011
DOSIGN WIND PRES RrES IcOR DOO S AND WINDOWS
I
k-
.., .-.:�i .,'a�;d
INTERIOR ZONE
0=5F)
REMARKS
(NOTES)
10 THROUGH 25
OWN-4-011111
AFEA OF
NEW 2 'x12' PAINTED WOOD FASCIA
PROFILE OF EXISTING ROOF
NEW BARREL TILE ROOF FINISH OVER
�` �� ``gW
� �
PAARD WiTH 3"X3'x26 GAUGE
OVERHANG ( BEYOND).
-319
EXTERIOR GRADE lCx?X) PL1NjO0i�
, wow
GALVANIZED METAL FLASHING W/.
CUT -BACK AND FLASH AS
+382
SHEATHMG_,COLOR 4 PITCH TO MATCH
+332
PAiNT GRIP ON I"x2" P.T. WOOD DRIP.
REQUIRED TO ACCOMODATE
-38.5
EXISTING (SEE ROOF FRAMNG PLAN FOR
-34.1
I
NEW ADDITION ROOF.
201 THROUGH 300
ADDITIONAL INFORMATION 4 CLARIFICATION) n
+30.0
-33.1
+30.0
ROOM FINISH SCHEDULE
301 THROUGH 500
EXISTING LIGHT TEXTURED
STUCCO FINISH (TYPICAL)
LOCATED BEYOND.
EXIST. ALUM. / GLASS
SINGLE -HUNG WINDOW r
UNIT (TYPICAL)
1 .a.
a 1 A
C iGHT TEXTURED Sitk.C".O FINISH I
OVER 8' CM FINISH AND PAINT TO 1
MATCH EXISTING (TYPICAL).
1
�XiSTINC -IRESIDIONCE
II
I
T
I L'
MATCH EXISTW.&
6"A" RAISED 15AND W --- 2uXIm RAISED 154%0 W/ NEW 2"X10% WOOD SLIFFORT WJCI<M
�. �1�nAAwAn!•AAA�- AIAAlAA n.A"IA1"A.A A"�n:,�AAwAMA/I
1�
.. - N k.
FINISH - (TYPICAL). ROOF OVERHAIW_
PROPOSED NOW ADDITION raxiSTING, RIESIDENCIS
...w..a E...'..:a..» , I:.-.. .. a.5 .,.._,m..A k..,®;..®:..:°. , C......2 �.,....«... a_....wn 5:.,..mt..i . _x.e21 ®4...,Y..kd 1 rL. >. «.i,.«
NEW ADDITION
uirEepor r="r=\v40011,mr1(=)N
SCALE: 1/4" = P-011
DOSIGN WIND PRES RrES IcOR DOO S AND WINDOWS
I
END ZONE'
(�) 0°5F)
INTERIOR ZONE
0=5F)
REMARKS
(NOTES)
10 THROUGH 25
OWN-4-011111
+31.1
Ell
+31.1
s ,
26 THROUGH 50
-44.9
+34.8
-319
EXISTING LIGHT TEXTURED
STUCCO FINISH (TYPICAL)
LOCATED BEYOND.
EXIST. ALUM. / GLASS
SINGLE -HUNG WINDOW r
UNIT (TYPICAL)
1 .a.
a 1 A
C iGHT TEXTURED Sitk.C".O FINISH I
OVER 8' CM FINISH AND PAINT TO 1
MATCH EXISTING (TYPICAL).
1
�XiSTINC -IRESIDIONCE
II
I
T
I L'
MATCH EXISTW.&
6"A" RAISED 15AND W --- 2uXIm RAISED 154%0 W/ NEW 2"X10% WOOD SLIFFORT WJCI<M
�. �1�nAAwAn!•AAA�- AIAAlAA n.A"IA1"A.A A"�n:,�AAwAMA/I
1�
.. - N k.
FINISH - (TYPICAL). ROOF OVERHAIW_
PROPOSED NOW ADDITION raxiSTING, RIESIDENCIS
...w..a E...'..:a..» , I:.-.. .. a.5 .,.._,m..A k..,®;..®:..:°. , C......2 �.,....«... a_....wn 5:.,..mt..i . _x.e21 ®4...,Y..kd 1 rL. >. «.i,.«
NEW ADDITION
uirEepor r="r=\v40011,mr1(=)N
SCALE: 1/4" = P-011
DOSIGN WIND PRES RrES IcOR DOO S AND WINDOWS
AREA
(SCE. FT.)
END ZONE'
(�) 0°5F)
INTERIOR ZONE
0=5F)
REMARKS
(NOTES)
10 THROUGH 25
-49.4
+31.1
-402
+31.1
' 4 " ' 3 WOFC -
26 THROUGH 50
-44.9
+34.8
-319
+34.8
ADDITIONAL W,0111'1ATION 4 CLARIFICATION).
51 THROUGH 100
-41.1
+382
-363
+332
101 THROUGH 200
-38.5
+3110
-34.1
+Biro
'sia" SMOOTH STUCCO FIN. SOFFIT ON
201 THROUGH 300
-352
+30.0
-33.1
+30.0
ROOM FINISH SCHEDULE
301 THROUGH 500
-333
+29.0
-32.1
+2030
JL FINISHED CEILING
501 AND UP
-30 9
+21.8
-30.S
+21.8
FOR HEIGHT
1. ALL WiNDS LOADS ARE TAKEN s 116 m.ph EXPOSURE "C", WITH A RISK CATEGORY OF 11.
AS PER THE "FLORIDA BUILDING CODE" (FBC) 2010 EDITION.
2. ZONE 5 (END ZONE) iS DEFINED AS ANY DOOR OR WiNDOW WITHIN 4' -0" FROM Y
CORNS OF THE BUILDING. ALL OTHER LOCATIONS ARE DEFINED AS ZONE 4 AN .
3. VALUES SHOWN HERE CAN BE INTERPOLATED.
h BOTTOM CHORD OF TRUSS
JOIST BEARING(
TOP OP till BEAM.
R.
Y SEE SECTIONS FOR P IGHT
=• AREA
OF
(Match Existing)
EXTERIOR GRADE (CDX) PLYWOOD
SHEATHING- .COLOR 4 PiTCH TO MATCH
' 4 " ' 3 WOFC -
EXISTING (SEE ROOF FRAMING PLAN FOR
211x6" ON 2 "xl2" CONT.
2" X CONT. TOP PLATE
,'H '
ADDITIONAL W,0111'1ATION 4 CLARIFICATION).
3.
ATTACHED TO EACH STUD
j�
b'
W/ (2) ibd NAILS
(TYP. ROOF O.H-)
II
'sia" SMOOTH STUCCO FIN. SOFFIT ON
CEILING ASSEMBLY: SEE
�t
GALV. METAL LATH WITH 311 WIDE
_ n
II
ROOM FINISH SCHEDULE
:
8 "x12" (MiN-) CONC. TIE BEAM W/ 4
- ^"
FOR TYPE AND FINISH
JL FINISHED CEILING
all,
5/8" (2 COATS) TEXTURED STUCCO
4' SEE SECTIONS
FOR HEIGHT
BLOCK WALL (TYPICAL NEW
v2" (MiN.) GYPSUM WALL BD.
I'x2' F.T. WOOD DRIP.
1 - 45 VERT. ROD iN CONCRETE
3 1/2 "R SOUND AAT TSAF.BWj
APPLIED VERTICALLY,
ATTACHED TO EA. STUD W/ 14V
DRYWALL NAiL s 8" O.C. OR 11/211
�
TOP OF BEAM
TO UNDERSIDE OF TOP
PLATE - OWNER OPTION
DRYWALL NAILS a all O,C. FOR
I�.
TIE BEAM (SEE FLOOR PLAN FOR
5/6" GYP. BOARD FINISH. TAPE
App ,� SDI N
SAM
SPACING THROUGHOUT.
ELEY.: t 101 -fA"
AND SPACKLE JOINTS (TYP.
r�U�TU.A►T
IC
BOTH SIDES)
T0- TiE BEAM
TA. TIE (SEAM
E
' ` :, At
22 X 4" (MIN -) WOOD STUD
ELEY.: # V -4"
(MATCH EXIST'G.)
(MATCH EXiST'CsJ
24" O.G. (MAX.) W/ LONG
SUBSTITUTE %11 TYPE 'X'
..
`
Jk
DIMENSION OF STUD
MOISTURE - RESISTANT GYPSUM
I�.
NEW 2"XION WOOD SUPPORT
PERPENDICULAR TO
I WALLBOARD A ALL UJET AREAS
`II -
(TYPICAL).
PARTITION (TYP.)
(TYP. A BOTH SIDES)
a
a
FINISH GRADE
2' X CONT. BASE PLATE
ACOUSTIC SEALANT CONT. 0 SECURELY FASTENED TO
JOiNT UNITED STATES GYPSUM FLOOR SLAB 4 ATTACHED
CO. Type AS TO EACH STUD W/ (2) 16d
•Bearing the UL Classification NAILS
Mark
Ak FINISHED FLOOR
SEE PLANS FOR HEIGHT
00P MXiSTING RmsimmNCm
.T.0, EXISTING
CONC. TIE BEAM _
ELEY. t8' -4" (V.I.F.
EXISTING SLOPED BARREL TILE
ROOF SYSTEM (TO REMAIN).
EXISTING P.E. WOOD ROOF
TRUSSES (TO REMAIN).
(EXTENSION)
R:`.•'
I�
00'"
TYPICAL. NMW FLAT ROOD NOTOS
PROVIDE: NEW VALLEY FLASHING AND COUNTER 4 -PLY BUILT -UP TAR AND GRAVEL ROOFING ON 3/411 EXTERIOR GRADE
FLASHING AS REQUIRED FOR WATER TIGHT SEAL PLYWOOD SHEATHING - INSTALL PLYWOOD WITH LONG DIMENSION
A NEW / EXISTING ROOF JUNCTION. PERPENDICULAR TO ROOF JOIST/RAFTERS AND NAILED W/. 10d. COMMON
NAILS a 6" O.C. AT PANEL EDGES AND 6" 04: AT INTERMEDIATE
PROVIDE: SIMPSON STRONG TIE SUPPORTS OVER PRE - ENGINEERED WOOD TRUSSES SPACED B 24" O.C.
TRUSS/RAFTER HURRICANE STRAP MAXIMUM (TYPICAL).
OMTSM20 W/ (1) 10d x 11/2" GALV.
NAILS a RAFTERS 4 (4) 1/411 x 21/4" PROVIDE: SiMPSON STRONG TiE TRUSS /RAFTER HURRICANE NVT UPLIP T
TiTEN BOLTS 0 BEAM. (TYPICAL 0 STRAP 41.116 W/ (2) 10d x 1112" GALV. NAILS 0 RAFTERS AND DRARiNO
EACH NEW RAFTER). PROVIDE (6) 1/411 X 21/4" TITEN BOLTS a BEAM (TYPICAL a EACH NEW = b LB6
CONTINUOUS ANCHORAGE AS PER JOIST /RAFTER). PROVIDE CONTINUOUS ANCHORAGE AS PER
F.M.C. (Latest Edition). R15-C. (Latest Edition). _mw m0cp e-" 1
I 1 i • 1/4' i Rr. anti
EXISTING ROOF - ' °
MATT. INSULATION ~ ~ R -30 (MIN.) FIBERGLASS MATT
(TO REMAIN). ms P INSULATION (TYPICAL 0 ROOF)
(SUNIISSRAL NO"iruS: EXISTING DRYWALL s " " "
1. AN ALLOWABLE SOIL BEARING FINISH CEILING (TO F;s DRYWALL ON P.T. 1 X3 CROSS
FURRING STRIPS 0 24° O.C. (TYP.
CAPACITY OF 2000 PSF HAS REMAIN). FOR ALL CEILINGS). NOTE:
BEEN ASSUMED BASED ON PROVIDE CONT. No. 3 FIRESTOR
VISUAL INSPECTION SHOWING NEW WOOD JOIST/RAFTER GUT -BACK AND REMOVE
UNDISTURBED LIMEROCK AT OR EXTENSION (TYPICAL). EXISTING ROOF OVERHANG AS
JUST BELOW GRADE. GENERAL NOTE.-
CONTRACTOR SHALL VERIFY REQUIRED TO ACCOMMODATE PROVIDE CONTINUOUS 2 "x12" CROSS
ABOVE, AND PROMPTLY NOTIFY EXISTING CONCRETE TIE BEAM NEW ROOF / CONSTRUCTION. BRIDGING AT MID. SPAN (TYPICAL).
THE ARCHITECT IF THE EXISTING WITH GALVANIZED TRUSS SEAT
SOIL ENCOUNTERED DIFFERS. AND EMBEDDED TRUSS ANCHOR 1" x 4" CONT. FiRE STOP (PROVIDE
(TYP. +� EACH EXISTING TRUSS( FiRESTOP 0 ALL WALL TO CEILING
2. CLEAR AND RUM NEW BUILDING CONNECTIONS 4 AT A MAX. HT. OF
AND /OR CONSTRUCTION AREA OF EXISTING C.M.U. BLOCK WALL .1 1�
ALL SURFACE VEGETATION AND EXI REMAIN) TYPICAL. 8 -0 A.FF.) TYPICAL.
TOPSOIL DOWN! TO ViRGIN (TO
LIMEROCK FOUNDATIONS MUST
BEAR ON UNDISTURBED NEW 8 "x8 "x16" (NOMINAL) C.M.I.
LIMEROCK. BLOCK WALL (TYPICAL).
3. ALL NEW EXTERIOR WALLS HAVE
ENN DSSIGED STRUCTURALLY WITH EXISTING PROPOSED
FORGE TO xxp asusure re C. 160 mph
FORGES, , E RESIDENCE NEW ADDITION
4. The design of buildings and
structures of reinforced unit --_
masonry shall be by a Professional --_
Engineer or Registered Architect
as per Section 1i2222 (FBC 2010
Edition) and shall comply with the LiNE OF EXISTING DRYWALL t'2" DRYWALL ON PRESSURE
provtstons as set forth in Section INTERIOR FiNISH (TYPICAL). EXISTING TEXTURED STUCCO FiNISH TREATED I" x 2" FURRING STRIPS
2122 (FBC 2001 Edition). (TO REMAIN). INTERIOR SIDE) AL a NEW WALLS
5. A Florida Registered Architect or EXISTING WALL INSULATION IN
Professional Engineer shall furnish BETWEEN FURRING (TYPICAL LINE OF NEW 16" LONG 45 DOWELS a 2411 R -8 (MIN-) INSULATION BETWEEEN
inspections ct re reinforced a EXISTING EXTERIOR G.M,S. O.C. MAX. W/ 8" MIN. EMBEDMENT INTO FURRING. TYPICAL a EXTERIOR C.D.S.
masonry structures, d pper Section PERIMETER WALLS). EXIST. SLAB (REFER TO FOUND. PLAN PERIMETER WALLS.
21222.4 CFBG 2010 Edition). FOR EXACT LOCATIONS)
NEW APPLIED WOOD 15ASE_TO ME
EXIST. APPLIED WOOD BASE 4" THICK CONCRETE SLAB 13000 PS.0 SELECTED BY OWNER (TYPICAL).
LINE OF EXIST. FLOOR FINISH- MINIMUM W/. bxoxlO /10 W1llM. OVER 6 MIL
VISQUEEN VAPOR BARRIER ON CLEAN NEW FLOOR FINISH TO BE SELECTED
EXISTING CONCRETE WELL COMPACTED (S6% COMPACTION BY OWNER (TYPICAL).
SLAB ON GRADE
MiN.) TERMITE TREATED SAND FILL.
EXIST I NG (TYPICAL)
FiN. FLOOR FT.OZ.) -- - -- - -- - - - - +- - - - - - - - - - - - --
-- -__
ELEV. 0' -0" �e
d
,
a
-. .. .. .- .- ., e . -. :.... -.... , ..: s - - 3 � ,.i1.. iii: �i --S+�. a '�1'.t .ry -� •;
-� 11 =1 11 =1 11 =1 I I- III -I 11 =1 I I I! I =1 i 1 =1 11 =1 11 =1 11 =1 I I -I I ►- -� 11 =1 11 =1 I I- III - -I 11 =1 I I-
I I =1 V i -I I I -I I I -I I I -I 11-1 ICI I I- III - III - III ---I 11 -1 I' �' 11 =1 I I -i 11 =1 11 =1 11 =1 I
2 "XI2" (STRUCTURAL GRADE)
WOOD JOIST/RAFtER a 24" O .C.
CONTINUOUS 211x4" P.T. WOOD
BLOCKING (SUB - FASCIA).
26 GA- x 31/2" WIDE GALVANIZED
METAL GRAVEL STOP AND DRIP
FLASHING WITH PAINT GRIP ON
(114" P.T. WOOD DRIP NAILED W/-
12 GAUGE (MIN-) ANGULAR RING
SHANK NAILS w 4" O.C.
JOIST BEARING(
TOP OP till BEAM.
R.
NEW BARREL TILE ROOF FINISH OVER
=• AREA
OF
(Match Existing)
EXTERIOR GRADE (CDX) PLYWOOD
SHEATHING- .COLOR 4 PiTCH TO MATCH
' 4 " ' 3 WOFC -
EXISTING (SEE ROOF FRAMING PLAN FOR
211x6" ON 2 "xl2" CONT.
,'H '
ADDITIONAL W,0111'1ATION 4 CLARIFICATION).
3.
FASCIA (PAINTED).
EXISTNG BARREL TILE ROOF
b'
EXISTING RESIDENCE (15EYOND).
(TYP. ROOF O.H-)
II
'sia" SMOOTH STUCCO FIN. SOFFIT ON
NEW 2NA& PANTED WOOD
1=
GALV. METAL LATH WITH 311 WIDE
_ n
II
' FASCIA BOARD W/. 3 "X3"x26
:
8 "x12" (MiN-) CONC. TIE BEAM W/ 4
- ^"
45 CONT- (SEE BEAM SCHEDULE).
GAUGE GALVANIZED METAL'<
all,
5/8" (2 COATS) TEXTURED STUCCO
FINISH (TO MATCH EXISTING) OVER
FLASHING W. PAINT GRIP ON
BLOCK WALL (TYPICAL NEW
EXTERIOR WALL FiNISH).
I'x2' F.T. WOOD DRIP.
1 - 45 VERT. ROD iN CONCRETE
II`
FILLED BLOCK CELL. EMBEDDED
TOP OF BEAM
_ TROP OF BEAM
I�.
TIE BEAM (SEE FLOOR PLAN FOR
LOCATIONS). TYP. e EA. SiDE OF
OPENINGS AND A 48" O.C. (Max-)
App ,� SDI N
SAM
SPACING THROUGHOUT.
ELEY.: t 101 -fA"
ELEY.: # 10 -0"
r�U�TU.A►T
IC
- -
T0- TiE BEAM
TA. TIE (SEAM
E
' ` :, At
II
JOINT REINFORCING w 16" OZ;.
ELEY.: # V -4"
(MATCH EXIST'G.)
(MATCH EXiST'CsJ
..
`
Jk
COLUMNS (TYPICAL).
I�.
NEW 2"XION WOOD SUPPORT
JOINT FiLLER MATERIAL
`II -
(TYPICAL).
APPROXIMATE EXISTING
KICKER. (TYPICAL • EACH
FINISH GRADE
PINISH FLOOR
TOP OP SLAE► erae)
°
1111
I I I I I I[ I Ii11 1 1 1 1 1 lil l i l ii, i
(Match Existing)
SIDE OF EXTENDED ROOF,'
3
. .
I
1►b "��LIGHT TE)CTLIRED STUCCO
I
FINISH OVER 8' CM.LL, FINISH
�
4 PAINT TO MATCH ExiSTiNG
(TYPICAL).
EXISTING APPRO))G
FINISH GRADE.
EXISTNG APPROX � I
FINISH GRADE. 'l
T.O. FIN. FLOOR
Y
mk T.O. FiN. FLOOR
-
EXISTNG LIGHT TEXTURED
6'x1" RAISED BAND W!
22x1" RAISED BAND W/
NEW ROA APPROVED
STUCCO FINISH (TYPICAL)
SMOO'C'H SAND STUCCO 1 SMOOTH SAND STUCCO ALUMINUM AND GLASS 1
LOCATED BEYOND.
FNISH (TYPICAL),
FNISH ITYPICAL). PR FRENCH DOOR (NIT
(MATCH EXISTING)
r7;;-0
�
a
w
1 - 4520
PBF
1
PROPOSED NOW ADDITION
Fml EXISTING
RIESiDIENCIM
:I
Nrmw AIDID 1 or 1 ON
z 0 L04 or �4 rM L. rZ \,40'4 or E
ON
SOLE: 1/41' = 1' -011
R:`.•'
I�
00'"
TYPICAL. NMW FLAT ROOD NOTOS
PROVIDE: NEW VALLEY FLASHING AND COUNTER 4 -PLY BUILT -UP TAR AND GRAVEL ROOFING ON 3/411 EXTERIOR GRADE
FLASHING AS REQUIRED FOR WATER TIGHT SEAL PLYWOOD SHEATHING - INSTALL PLYWOOD WITH LONG DIMENSION
A NEW / EXISTING ROOF JUNCTION. PERPENDICULAR TO ROOF JOIST/RAFTERS AND NAILED W/. 10d. COMMON
NAILS a 6" O.C. AT PANEL EDGES AND 6" 04: AT INTERMEDIATE
PROVIDE: SIMPSON STRONG TIE SUPPORTS OVER PRE - ENGINEERED WOOD TRUSSES SPACED B 24" O.C.
TRUSS/RAFTER HURRICANE STRAP MAXIMUM (TYPICAL).
OMTSM20 W/ (1) 10d x 11/2" GALV.
NAILS a RAFTERS 4 (4) 1/411 x 21/4" PROVIDE: SiMPSON STRONG TiE TRUSS /RAFTER HURRICANE NVT UPLIP T
TiTEN BOLTS 0 BEAM. (TYPICAL 0 STRAP 41.116 W/ (2) 10d x 1112" GALV. NAILS 0 RAFTERS AND DRARiNO
EACH NEW RAFTER). PROVIDE (6) 1/411 X 21/4" TITEN BOLTS a BEAM (TYPICAL a EACH NEW = b LB6
CONTINUOUS ANCHORAGE AS PER JOIST /RAFTER). PROVIDE CONTINUOUS ANCHORAGE AS PER
F.M.C. (Latest Edition). R15-C. (Latest Edition). _mw m0cp e-" 1
I 1 i • 1/4' i Rr. anti
EXISTING ROOF - ' °
MATT. INSULATION ~ ~ R -30 (MIN.) FIBERGLASS MATT
(TO REMAIN). ms P INSULATION (TYPICAL 0 ROOF)
(SUNIISSRAL NO"iruS: EXISTING DRYWALL s " " "
1. AN ALLOWABLE SOIL BEARING FINISH CEILING (TO F;s DRYWALL ON P.T. 1 X3 CROSS
FURRING STRIPS 0 24° O.C. (TYP.
CAPACITY OF 2000 PSF HAS REMAIN). FOR ALL CEILINGS). NOTE:
BEEN ASSUMED BASED ON PROVIDE CONT. No. 3 FIRESTOR
VISUAL INSPECTION SHOWING NEW WOOD JOIST/RAFTER GUT -BACK AND REMOVE
UNDISTURBED LIMEROCK AT OR EXTENSION (TYPICAL). EXISTING ROOF OVERHANG AS
JUST BELOW GRADE. GENERAL NOTE.-
CONTRACTOR SHALL VERIFY REQUIRED TO ACCOMMODATE PROVIDE CONTINUOUS 2 "x12" CROSS
ABOVE, AND PROMPTLY NOTIFY EXISTING CONCRETE TIE BEAM NEW ROOF / CONSTRUCTION. BRIDGING AT MID. SPAN (TYPICAL).
THE ARCHITECT IF THE EXISTING WITH GALVANIZED TRUSS SEAT
SOIL ENCOUNTERED DIFFERS. AND EMBEDDED TRUSS ANCHOR 1" x 4" CONT. FiRE STOP (PROVIDE
(TYP. +� EACH EXISTING TRUSS( FiRESTOP 0 ALL WALL TO CEILING
2. CLEAR AND RUM NEW BUILDING CONNECTIONS 4 AT A MAX. HT. OF
AND /OR CONSTRUCTION AREA OF EXISTING C.M.U. BLOCK WALL .1 1�
ALL SURFACE VEGETATION AND EXI REMAIN) TYPICAL. 8 -0 A.FF.) TYPICAL.
TOPSOIL DOWN! TO ViRGIN (TO
LIMEROCK FOUNDATIONS MUST
BEAR ON UNDISTURBED NEW 8 "x8 "x16" (NOMINAL) C.M.I.
LIMEROCK. BLOCK WALL (TYPICAL).
3. ALL NEW EXTERIOR WALLS HAVE
ENN DSSIGED STRUCTURALLY WITH EXISTING PROPOSED
FORGE TO xxp asusure re C. 160 mph
FORGES, , E RESIDENCE NEW ADDITION
4. The design of buildings and
structures of reinforced unit --_
masonry shall be by a Professional --_
Engineer or Registered Architect
as per Section 1i2222 (FBC 2010
Edition) and shall comply with the LiNE OF EXISTING DRYWALL t'2" DRYWALL ON PRESSURE
provtstons as set forth in Section INTERIOR FiNISH (TYPICAL). EXISTING TEXTURED STUCCO FiNISH TREATED I" x 2" FURRING STRIPS
2122 (FBC 2001 Edition). (TO REMAIN). INTERIOR SIDE) AL a NEW WALLS
5. A Florida Registered Architect or EXISTING WALL INSULATION IN
Professional Engineer shall furnish BETWEEN FURRING (TYPICAL LINE OF NEW 16" LONG 45 DOWELS a 2411 R -8 (MIN-) INSULATION BETWEEEN
inspections ct re reinforced a EXISTING EXTERIOR G.M,S. O.C. MAX. W/ 8" MIN. EMBEDMENT INTO FURRING. TYPICAL a EXTERIOR C.D.S.
masonry structures, d pper Section PERIMETER WALLS). EXIST. SLAB (REFER TO FOUND. PLAN PERIMETER WALLS.
21222.4 CFBG 2010 Edition). FOR EXACT LOCATIONS)
NEW APPLIED WOOD 15ASE_TO ME
EXIST. APPLIED WOOD BASE 4" THICK CONCRETE SLAB 13000 PS.0 SELECTED BY OWNER (TYPICAL).
LINE OF EXIST. FLOOR FINISH- MINIMUM W/. bxoxlO /10 W1llM. OVER 6 MIL
VISQUEEN VAPOR BARRIER ON CLEAN NEW FLOOR FINISH TO BE SELECTED
EXISTING CONCRETE WELL COMPACTED (S6% COMPACTION BY OWNER (TYPICAL).
SLAB ON GRADE
MiN.) TERMITE TREATED SAND FILL.
EXIST I NG (TYPICAL)
FiN. FLOOR FT.OZ.) -- - -- - -- - - - - +- - - - - - - - - - - - --
-- -__
ELEV. 0' -0" �e
d
,
a
-. .. .. .- .- ., e . -. :.... -.... , ..: s - - 3 � ,.i1.. iii: �i --S+�. a '�1'.t .ry -� •;
-� 11 =1 11 =1 11 =1 I I- III -I 11 =1 I I I! I =1 i 1 =1 11 =1 11 =1 11 =1 I I -I I ►- -� 11 =1 11 =1 I I- III - -I 11 =1 I I-
I I =1 V i -I I I -I I I -I I I -I 11-1 ICI I I- III - III - III ---I 11 -1 I' �' 11 =1 I I -i 11 =1 11 =1 11 =1 I
2 "XI2" (STRUCTURAL GRADE)
WOOD JOIST/RAFtER a 24" O .C.
CONTINUOUS 211x4" P.T. WOOD
BLOCKING (SUB - FASCIA).
26 GA- x 31/2" WIDE GALVANIZED
METAL GRAVEL STOP AND DRIP
FLASHING WITH PAINT GRIP ON
(114" P.T. WOOD DRIP NAILED W/-
12 GAUGE (MIN-) ANGULAR RING
SHANK NAILS w 4" O.C.
I TT
Nr;w NON - BEARING INTERIOR WALL �, � NEW ADD I110N �' '. u
tYPIC�4L LUAL.L. sr=CTION n TypIGAL LUAL.L. srmcirION ,
SCALE- N.T.9. -1. SG4LE: 3 /411 = I'_m"
® TOP OP POOTING
KLOv 4 -4" ASP.
(Match Existing)
12" x 2411 (3000 ppat) CONCRETE
STEM WALL FOOTING W/. 3 -45
BOTTOM X CONT. W/. 1- 44 TRAY.
e 4811 O.C. MAX. SEE FOUNDATION
4FOOTING SCHEDULE.
NUMBER DATE ITEM
SHEET TITLE:
yaw.° r. �" SW��1rt+ e•, x: ��as 'synrwef��.,"�s^:= .5�:�t�4a: ;
NEW ADDITION
EXTERIOR
ELEVA11ONS AND
WALL SEC11ON
SCALE:
1/4"= 1' -0"
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
1 I I
OF SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FiRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
- ..re•tnse",Ae ,1P ?'. axnnre [ . r.r < \'r -. ^.n '"'e "'"w
JOIST BEARING(
TOP OP till BEAM.
R.
- LI..EY
t 8 " -•4° AFB.
(Match Existing)
211x6" ON 2 "xl2" CONT.
,'H '
FINISH CEDAR WOOD
3.
FASCIA (PAINTED).
e. s
(TYP. ROOF O.H-)
II
'sia" SMOOTH STUCCO FIN. SOFFIT ON
1=
GALV. METAL LATH WITH 311 WIDE
II
CONT. PERFORATED P.V.C. AiR VENT.
`-
:
8 "x12" (MiN-) CONC. TIE BEAM W/ 4
45 CONT- (SEE BEAM SCHEDULE).
all,
5/8" (2 COATS) TEXTURED STUCCO
FINISH (TO MATCH EXISTING) OVER
BLOCK WALL (TYPICAL NEW
EXTERIOR WALL FiNISH).
ell 0
1 - 45 VERT. ROD iN CONCRETE
II`
FILLED BLOCK CELL. EMBEDDED
8" MIN. INTO CONC. FOOTING AND
I�.
TIE BEAM (SEE FLOOR PLAN FOR
LOCATIONS). TYP. e EA. SiDE OF
OPENINGS AND A 48" O.C. (Max-)
App ,� SDI N
SAM
SPACING THROUGHOUT.
<�L:D�NG
r�U�TU.A►T
IC
II :
9 GA. TRUSS TYPE HORIZONTAL
E
' ` :, At
II
JOINT REINFORCING w 16" OZ;.
(EVERY SECOND COURSE)
VERTICALLY. EXTEND 4" INTO
`
Jk
COLUMNS (TYPICAL).
I�.
1/2" PRE- MOULDED EXPANSION
JOINT FiLLER MATERIAL
`II -
(TYPICAL).
APPROXIMATE EXISTING
alln
FINISH GRADE
PINISH FLOOR
TOP OP SLAE► erae)
1111
I I I I I I[ I Ii11 1 1 1 1 1 lil l i l ii, i
(Match Existing)
I TT
Nr;w NON - BEARING INTERIOR WALL �, � NEW ADD I110N �' '. u
tYPIC�4L LUAL.L. sr=CTION n TypIGAL LUAL.L. srmcirION ,
SCALE- N.T.9. -1. SG4LE: 3 /411 = I'_m"
® TOP OP POOTING
KLOv 4 -4" ASP.
(Match Existing)
12" x 2411 (3000 ppat) CONCRETE
STEM WALL FOOTING W/. 3 -45
BOTTOM X CONT. W/. 1- 44 TRAY.
e 4811 O.C. MAX. SEE FOUNDATION
4FOOTING SCHEDULE.
NUMBER DATE ITEM
SHEET TITLE:
yaw.° r. �" SW��1rt+ e•, x: ��as 'synrwef��.,"�s^:= .5�:�t�4a: ;
NEW ADDITION
EXTERIOR
ELEVA11ONS AND
WALL SEC11ON
SCALE:
1/4"= 1' -0"
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
1 I I
OF SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FiRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
- ..re•tnse",Ae ,1P ?'. axnnre [ . r.r < \'r -. ^.n '"'e "'"w