13-550-032GENERAL NOTE5:
ALL WORK SHALL COMPLY W/ THE "FLORIDA BUILDING CODE 20 O - BUILDING'
2. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL VERIFY
ALL DIMENSIONS T CONDITIONS AND IN THE EVENT OF CONFLICT, NOTIFY ARCHITECT BEFORE-
PROCEEDING.
3. Cord TRACTOR SHALL EXECUTE WORK 11\1 ACCORDANCE WITH THE DRAWINGS AS FAR AS
POSSIBLE. COM"RACToR 51-IALL COORDINATE THE WORK OF ALL TRADES IN ORDER TO AVOID
CONFLICT. WHERE CONFLICTS OCCUR TNAT CANNOT BE EASILY RESOLVED, TI -1F
ARCHITECT/ARCHITECTS CONSULI"ANIS SHALL BE NOTIFIED BEFORE PKOCEEDI\IG WITH THE
WORK. WHERE DIRECTED BY ARCHITECT/ ARCHITECT'S CONSULTANT, CONTRACTOR SHALL,
WITHOUT EXTRA CHARGE MAKE REASONABLE MODIFICATIONS IN LAYOUT AS NEEDED TO
PREVF -NT CONFLICT WITH VARIOUS TRADES OR POP, PROPER EXECUTION OF THE WORK.
4. WHEN VARIANCES OCCUR BETWEEN DRAWINGS AND /OR DISCIPLINES -THE ITEM OR
ARRAHGEMEPIT OF BETTER QUALITY OR HIGHER COST SHALL BE INCLUDED IN THE CONTRACT
PRICE.
5. WITH OWNER AND VARIOUS TRADES SO THAT PROPER
OPENINGS AND CHASES SHALL BE PROVIDED.
G. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS UY WRITTEN REQUEST TO AND
SUBJECT TO APPROVAL BY OWNS VARCHITECT.
7. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS ArID CALCULATION5 FOR
ARCHITECT'S APPROVAL.
g. ALL VEGETATION AND OKGAIyIIC MATTER SHALL BE REMOVED PRIOR TO PLACING FILL.
9. PROVIDE TERMITE TREATMENT OF BOIL UNDER ALL FOUNDATIONS A5 PER F.D.C. 1 2010,
BUILDINGII SECTION 15 1 G. PROVIDE PERMANENT -TERMITE TREATMEHT 5IG'N POSTED HEAR
WATER HEATER OR ELECTRICAL FANEL AS PER SECTION 105. .
10. ALL WOOD IN CONTACT WITH CEMENTIllOUS MATERIALS SHALL BE PRE55URE TREATED.
PRESSURE TREATED WOOD (MATERIALS)
A. BORATE BASED PRESERVATIVE - FOR ABOVE GROUND APPLICATIONS T HAT ARE
CONTINUOUSLY PROTECTED FROM LIQUID WATER.
B. COFFER BASED PRESERVATIVE - FOR FULL EXPOSURE TU ABOVE GROUND, GROUND
CC)NTACT, ALID FRESHWATER APPLICATIONS.
C. ALL METAL PRODUCTS USED IN CONJUNCTIOH WITH PRF5SURE TREATED WOOD SHALL bE
IN ACCORDANCE WITH PUBLICIZED RECOMMENDATIONS OF T1- METAL PRODUCTS
MANUFACTURER AND WOOD PRESERVATIVE PRODUCTS.
12. ALL HAILS USED IN EXTERIOR APPLICATIONS TO BE NOT - DIPPED GALVAHIZED.
13. PROVIDE SHUTTEK5 AND /OR IMPACT PROTECTION FOR ALL EXTERIOR WALL COMPONENTS AS
PER "F-.B.C. 201 O, BUILDING" SEC. 1 609. I.4 AND IN HIGH- VELOCITY HURRICANE ZONE AS PER
SECTION 24 3. SINCE THE FN1 P,Y DOOP, IS CONSIDERED AN EGRES5 DOOR AND CANNOT BE
SHUTTERED, AN IMPACT RESI5TAf\1T DOOR SHALL BE PROVIDED.
14. PROVIDE SCREENS FOR ALL WINDOWS AND SLIDING GLASS DOORS.
5. DOOR HARDWARE.
A. EVERY CLOSET DOOR LATCH 51 -IALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM
INSIDE THE CLOSET.
B. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPErIING PROM THE OUTSIDE
DURING AN EMERGENCY WHEN LOCKED.
C. NO DOUBLE CYLINDER KEY LOCKS OR KEY OPERATED CHAIN LOCKS SHALL BE INSTALLED ON
THE REQUIRED EXIT DOOF,', AS PER "F.B.C. 2010, BUILDIr1G11 SEC. 1006. I .9.3 EXCFP1 ION 4
I G. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WIl "H INSTALLED SHOWER
HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT
S
URFACF. SUCH WALL SURFACES STIALL EXTEND TO A HEIGHT OF NOT LESS THAN G FEET
0 (529 MM) ABOVE THE FLOOR IN ACCORDANCE WITH 11F.B.C, 20 0, BUILDING11 SECTION
1210.3
17. CONTRACTOR TO COORDINATE CLEARANCES FOR ALL SHUTTER Al- TACHEMENTS PRIOR TO
INSTALLATION OF ALL MOUI_DIrlG5, BRACKETS, FRICAST COLUMNS, ETC. IN THE EVENT OF
CONFLICT, NOTIFY ARCHITECT BEFORE FROCEEDIrdG.
8. SLEfFING ROOMS REQUIRED TO HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AS
PER 11F.B.C. 2.01 O, 151JILDING11 SECTIOf\I 1029, SHALL HAVE A MAXIMUM SILL HEIGHT OF NOT
MORE THAN 44 INCHES (I 1 15 MM) A.F.F. ALL OPENINGS SHALL HAVE A MINIMUM fvlET CLEAR
OFffNIHG AREA OF 5.7 SQUARE FEET (0.53 SQ. METERS) FOR SECOND AND THIRD FLOOR
OPENINGS OR 5.0 SQUARE FEET FOR GROUND FLOOR OPENINGS. ALL OPENINGS SHALL HAVE
A MINIMUM HEIGHT OF 24 IHCHF5 (G 10 MM) AND A MINIMUM WIDTH OF 20 INCHES (506 MM)
9. OWNER TO COORDINATE TYPE, QUANTITY AHD LOCATION OF BAI 1iRC>Or 1 ACCESSORIES,
MIRRORS, MEDICINE CABINETS AS WELL AS CLOSET, PANTRY AND LINEN SHELVING WITH
CONTRACTOR
20. STUCCO CONTROL JOINTS SHALL BE INSTALLED IN VERTICAL APPLICATIONS (WALLS) NOT
MO
.F TYIAfI 144 SO. ET. IN AREA AND IN HURII_ONTAL APPLICATION. (CEILINGS, CURVES AND
ANGLED TYPE STRUCTURES) NOT MORE THAN 100 SC). FT. IN AREA, CONTRACTOR SHALL
COOORDIHATE LOCATION AND COMPLY AS PER A.S.T.M.0 I CG3
ALL WINDOW SILLS TO BE WOOD BLOCKING TO BE NOH- BEVELED I X 4 FOR —
G.W.B. PRECAST CONCRETE UNLESS WINDOWS X 6 FOR 5.G.D. AND NAILED WITH
DENOTED OTHERWI5E OLI HILTI X -DHI 62F6 AT 12" O.C. AND 3" FROM TOP
�,NINDOW ANCHORS TO BE SECURELY SNAP 11\1 GLAZIrIG STRUCTURAL DRAWINGS. AND BOTTOM. SET IN C -"
BEAD (TYP.) ON CALAf IT BED
0 FASTENED DIRECTLY TO MASONRY OR �_ TIE BEAM OR LII�ITEL SEE STRUCTURAL
O CONCRETE THRU WOOD BUCK AS PER
O CAULK DRAWINGS FOR SIZE t REINF.
MFE,51 FRUDUCT AFFEOVAL_ -
�' C CONCRETE SILL
C.) -� VINYL WEATHER O
STKIPPIfyIG O.
R WOO SILL - N o• Or
-- N .
( -f YP.) MARBLE O D
00 PERIMETER SEALANT GGGW.B. STUCCO
u AND BACK BFDDIHG
PERIMETER
� -_�- - .. - - - -_ _.-
T f =
VI f lYL WEATHER (TYP.) - SEALAf IT G W. B
STRIPPING
(TYP..) N N - AND BACK WINDOW AriC110RS "TO BE BEC;URELY
0 n NO LET . - FASTENED DIRECTLYTo MASONRY OR
PERIMETER SFALANT 0 N o O 0 N ° CONCRETE THKU WOOD DUCK AS PER
AND BACK BEDDING
TYF. \,MFR'S PRODUCT APPROVAL
STUCCO
WINDOW JAM E3 WI N DOW 51 LL DETAI L WINDOW HEAD DETAIL
TYPICAL WINDOW DETAILS
NERGY NOTES:
TI -IF STP,UCTURE MUST COMPLY WITH ALL PRESCRIPTIVE
KEQUIIEEMENTS FOP WINDOW, DOOP, AND DUCTWORK
NFILTKATION INCLUDES THE FOLLOWING REQUIREMENTS.
WINDOWS SHALL HAVE A MAXIMUM OF 0.8 C.F.M. PEP. LINEAR
TOOT OF OPERABLE SASH CRACK,
SWING DOORS SHALL HAVE A MAXIMUM OF 0.5 C.F.M. REF'.
SQUARE FOOT OF DOOR ARFA INFILTRATION
SLIDING GLASS DOOR.5 SrIALL HAVE A MAXIMUM OF 0.3 C.F.M.
PER 5QUARF FOOT OF DOOR AREA INFILTRATION
EXTFRIOF JOINT5 OR OPENINGS IN THE BUILDING ENVELOPE SHALL
BE CAULKED, GA5KFTED, WEATHER- STPIPPFD IN ACCOP�DANCE W/
SECTIONS 60E. I .ABC. I .2. 1 THROUGH GOG. I .ABC. I.25
HVAC DUCTS SHALL BE CC7N5TF.UCTFD IN ACCORDANCE WITH
NDU5TRY STANDARDS AND THE LOCAL MECHANICAL CODE, DUCTS
IN UNCONDITIONED 5PACF SHALL BE INSULATED TO A MINIMUM OF
R. =G.O
ALL PENETRATIONS AND .JOINTS IN THE TOP PLATES OF EXTERIOR
WALLS SHALL BE SEALED.
AN INFILTRATION BARRIEF� SHALL BE INSTALLED IN EXTERIOR WALLS
AND RAISED WOOD FLOODS.
-THE CRACK. BETWEEN EXTERIOR WALL SOLE PLATES AND FLOORS
IN SHALL BE SEALED WITH CAULKING OR
GASKET MATERIAL.
ALL PENETRATIONS, JOINT -5 AND CRACKS IN INTERIOR WALLS AND
CEILINGS AND EXTERIOR WALLS SHALL BE STALED INCLUDING THE
FOLLOWING COMPONENTS: WINDOW AND DOOR FRAMES,
ELECTF�ICAL OUTLETS / SWITCHES / LIGHTS, BASF15OARD5, ATTIC
ACCESSES AND FIRE STOPS IN CONCEALED SPACE-.S,
ALL JOINTS IN DUCTWORK IN UNCONDITIONED SPACE SHALL BE
5EALED.
ALL EXHAUST FANS SHALL BE DISCHARGED OUTDOORS. SEC.
501 .3 FLORIDA MECHANICAL CODE 2010 EDITION -
WATERPROOFING NOTE:
PROVIDE 2 COATS THOROSEAL 2 LE' >S /F'FR SO,
YARD AT TERRACE FLOOR IF NO TILE FINISH IS
PROVIDED.
2. THE FOLLOWING PROCFDUKE IS FOP,
WATERPROOFING EXTERIOR BALCONIES Wll"H TILE
INSTALLATIONS:
.DAY - APPLY VULKFM 450 BASE COAT
APPROXIMATELY 40 TO 50 MILS
THICKNESS. LET DRY THOROUGHLY.
DAY 2 - APPLY AN ADDITIONAL COAT OF
VUI KEM 450 AT THE RATF OF NOT
MOP .F ` THAN 80 50, FT PL P
GALLON. WHILF STILL WET, BROAD CAST
2030 SILICA SAND COVERING THE
SURFACE COMPLETELY.
DAY 3 - REMOVE FXCES5 SAND AND PROCEED
WITFI THE TILE INSTALLATION
CABINET BACKING STUD
2EINF0F\'CEMENT NOTES:
AS PER 11P. B. C. 201 0, BUILDING' CHAPTER 23
SECT. 2318. 1. 1 5 STUDS IN BEARING WALLS, EXTERIOR
WALLS AND NON BEARING FARTITION5
SUPPORTING WALL HUNG PLUMBING
FIXTURES AND WALL CABINETS 51-IALL
BE NOT LESS THAN 2x4, WHERE
SPACED NOT MORE THAN 1 611 O.G.:
OR, NOT LESS THAN 2x6, V ✓HERE
SPACED NOT MORE THAN 241 O.C.
SECT, 2 318. 1 . 15. A MINIMUM 2x4 HORIZONTAL WOOD
MEMBER, SECURELY FASTENED TO
NOT LESS THAN (2) SUCH STUDS,
5HALL BE INSTALLED FOR THE
ATTACFMFNT OF EACH WALL HUNG
PLUMBING FIXTURE AND WALL
CAB -
I N CT.
NOTF: IF METAL FRAMING USED PROVIDE DOUBLI- (20
GAUGE) VERTICAL METAL STUDS SPACED AT A
MIN, OF 1 611 O.C. AND MEETING THE ABOVE
MENTIONED HORIZONTAL FRAMING
REQUIREMENTS. AS PER 5ECT.25 1 7,5. 1.
META_ ROOF A5PI -IALT
ROOF, ASPrIALT SHINGLE,
BARREL TILE OR FLAT
CEMENT TILE
�N
ATTIC SPACE
MTL. STUDS AND MTL. RUNNERS
ATTACHED TO BLOCK OR SLAB
W/ T11LTI DN7258 POWER DRIVEN
NAILS @ I211 O.G.
5/61' GYP. BD. 1
STUDS (g-o 24.11
112" GYP. BD.
STUDS �b 1 611
D rJ M TL.
u
O
-
O
CD
f `�®
�o..+�)
_
N
q N
DRYWALL FINISH
f
Lt)
0
- DRYWALL FINISH
STUCCO FINISH
n
MANUFACTURERS 5PEOFICATION
STUCCO FINISH
La�
5" CONCRETE BLOCK
D.C.
Lc
METAL ROOF, ASPHALT SHINGLES,
TI I- BEAM OR LINTEL 5f 17
Q
i
—
BARREL TILES OF PLAT CEMENT TILES
zr
Sl RUCTURAL DRAWING'S
LLJ
u
WITH GROUT
-909# MIN. SURFACE HOT MOPPED TO
N
FOND 51E P
-'
L.L.
x
OR TIE COLUMN
ON
I I
�EINF-.
<
I I
cv
— 1s x. SF =r-
" r r
F)
y�
/ L�
L.J
h-
CONT. CAULKING
V)
}—
y
2 X 4 P.T. WOOD BLOCK
CON'T. CAULKINN
2 X P. "l . WOOD BLOCK
0-)
LLJ
W 1 HILI-I #D5<52PI0AT
V J
W /HILTI #DS S2PIOAT
BRICK MOULDING N
0
N
1 211 O.C., G11 FROM Top,*
BIPJCK MOULDING /
N
" II _
12 O.C., 6 FROM TOP 4-
co
2 -
X kABBETED
_
W
BOTTOM. OR 3" X I /411Lp
2 X RABBETED
L
BOTTOM. OR 311 X I /z11p
HEADER
o
w
TAPCONS AT 12" O.C., 6
0
O
IAPCONS AT 2" O.C. 611
-
Z
CD
=
a-
FROM
T FROM TOF � BO -r- OM
JAMB
0—
C)
ATTACH AS PER
UJ
N
ATTACH A5 PER
PRODUC "T APPROVAL
PRODUCT APPROVAL
HEADEK
JAMB
D rJ M TL.
u
O
-
O
CD
f `�®
�o..+�)
_
N
—
D.C. OR
f
Lt)
0
I:000NTER FLASHING AS PFR
)N MTL.
MANUFACTURERS 5PEOFICATION
-
La�
SET IN ROOFING CEMENT
D.C.
Lc
METAL ROOF, ASPHALT SHINGLES,
Q
i
—
BARREL TILES OF PLAT CEMENT TILES
zr
---
SECTION NI `N SECTION
FULL DROP CEILING SOFFIT
NOTE: REFER l -O I/4" FLOOR PLANS FOP, CLG. HEIGHT AND SOFFIT DIMENSIONS
DROP CEILING DETAIL (TYP.)
90# PELT HOT- MOPPED
OVER GALV, MTL. FLASHING
TYPICAL VALLEY I= LASHING
WOOD TRUSS BEY(-
INSULATION ADHERE
TO 12" FLYWD. 511"
1/21' PLYWD. SFTG
(I) LAYeR OF
ADHERED TO PLYWOOD
SHEATHING (COORDINATE
TFICKNE5S W/ ADJACENT CEILING)
1 9/3211 PLYWOOD SHTG.
SHUTTER NOTES:
ALL SHUTTERS LOCATED ABOVE TFIF I ST. STOP.Y TO
BE PERMANENTLY INSTALLED T CLOSABLE FROM THE
INSIDE OF THE BUILDING OF. UNLESS SUCF1 OPENINGS
ARE ACCESSIBLE WITHOUT THE USE OF A LADDER.
AS PER PBC 201 0 BUILDING SLCT. 24 13.C. I AND
FBC RESIDENTIAL SECT. F, 44 0.4.G,)
MOULDING NOTE:
ATTACHE ALL MOULDINGS AS PER MANUFACTUP�ES
SPECIFICATIONS.
2. CARRY MOULDING. AND /OP, WALL FINISHES ON FRONT
BACKS, UNDER50ES, AND TOPS OF ALL OPENINGS OF.
WALLS WHE _
RF APPLIC
ABLE P . U
�A� INDICATED
- C
ATED
3. KFTURN ALL MOULDINGS, BANDS, AND FINISHES TO
WINDOW AND DOORS
4. KETURN ALL HORIZONTAL MOULDINGS COMPLETELY
AROUND FRFF STANDING COLUMNS AND FIN. WALLS,
FTC.
ATTIC ACCESS
MTL. STUDS AND MTL. RUNNERS
ATTACHED TO BLOCK OR SLAB
W/ HILTI DN7255 POWER DRIVEN
NAILS @D 2" U.C. TOP AND
BOTTOM
INTERIOR _ �� ANTERIOR
BASE SELECTED
BY OWNER —� GYP. BD, ON MTL. ST'UD5
@ 2411 0. C.
� N
N- V
INTERIOR PARTITION DET.
PROVIDE HOLD DOWN
DEVICE W1-1EN LOCATED
WITHIN A/C SPACE
WOOD CASING AT SIDE
211 X 2"X 112" CUP ANGLE
TERMITE PKOTECTION
ALL BUILDINGS SHALL -LAVE A PRE -
CONSTF UCT ION T RFATMFNT PROTECTION
AGAINST SUBTERRANEAN TERMITES AS PER
F. 5.C. 2007 ED. SECTION 84409. 13.5
U'>
L7
cv
w
0
3, 4, 9 AND 0
12, 13, G, 17,
20, 2
TYP. EXTERIOR DOOM DETAILS
HANDRAIL N10ULDIf,IG -
No. 4902 ALUM. BY
JULIUS BLUM OR
APPROV. EQUAL
I I/2" CHANNEL CAP
I I /211 W x 1' 11. CHANNEL
WELDED ALUMINIUM MESH
SAFEGUARD To MEET F.B.C.
2010 BUILDING I G 1 5.4.6.
EQUALLY SPACED x 12"
SQUARE P05-I5 @ 41 -0" O.C.
1 12" W x I " H. BOTTOM
CHANNEL W/ BOTTOM CAP.
SET POST IN FRE- SLEEVED
OPENING FILL WITH NON
51-1KIHK GROUT
FLOOR FINISH
SEE FINISH SCHEID
�- _SLOPE � D-
-•-
Q Q , C
Zl a
N
L
EDGE OF SLAB OR.
BEAM N
5/611 MIN. STUCCO FIN. -
6� COHT, CASING BEAD
�I
IYF. I /211 DIA. DRIP 211
FORMED INTO CONCRETE
SKIM COAT PLASTER -
411 N DRIP CONTROL CONCRETE
m
�q
STUCCO
NOTE: STRUCTURAL DESIGN TO COMPLY WITH 1 606.2 F.B.G.
RAILING POST SECTION
u
O
-
O
CD
f `�®
�o..+�)
LINE OF WALL
N
—
i GALVANIZED METAL PLASHING
f
Lt)
0
I:000NTER FLASHING AS PFR
MANUFACTURERS 5PEOFICATION
-
La�
SET IN ROOFING CEMENT
z
Lc
METAL ROOF, ASPHALT SHINGLES,
Q
i
3, 4, 9 AND 0
12, 13, G, 17,
20, 2
TYP. EXTERIOR DOOM DETAILS
HANDRAIL N10ULDIf,IG -
No. 4902 ALUM. BY
JULIUS BLUM OR
APPROV. EQUAL
I I/2" CHANNEL CAP
I I /211 W x 1' 11. CHANNEL
WELDED ALUMINIUM MESH
SAFEGUARD To MEET F.B.C.
2010 BUILDING I G 1 5.4.6.
EQUALLY SPACED x 12"
SQUARE P05-I5 @ 41 -0" O.C.
1 12" W x I " H. BOTTOM
CHANNEL W/ BOTTOM CAP.
SET POST IN FRE- SLEEVED
OPENING FILL WITH NON
51-1KIHK GROUT
FLOOR FINISH
SEE FINISH SCHEID
�- _SLOPE � D-
-•-
Q Q , C
Zl a
N
L
EDGE OF SLAB OR.
BEAM N
5/611 MIN. STUCCO FIN. -
6� COHT, CASING BEAD
�I
IYF. I /211 DIA. DRIP 211
FORMED INTO CONCRETE
SKIM COAT PLASTER -
411 N DRIP CONTROL CONCRETE
m
�q
STUCCO
NOTE: STRUCTURAL DESIGN TO COMPLY WITH 1 606.2 F.B.G.
RAILING POST SECTION
TYPICAL WALL I'LA5HING
EXTERIOR DOOR WINDOW
LEGEND
i
i
2AND8
cv
0
5AND6
J
C
a
7
LIME OF WALL
MIN. 5 /11 STUCCO FINISH
d N- GALVANIZED METAL FLASHING 4-
c .
_ COON I ER FLA.>TI ING AS PFR
I\vANIUFACT UP,FR SPECIFICATIONS
N SET IN ROOFING CEMENT.
l i CrN METAL ROOF ASPHALTS I� C
, ri I I PLC,
�t4!z BARREL "I ILE OR PLAT CEMENT TILE
LIME OF WOOD
FRAMING
�J L
LL
TYPICAL WALL FLASHING SECTION
i F=7—
5, 18
4, 24, 25
u
MIN. 5/8" STUCCO FINISH
CD
f `�®
�o..+�)
LINE OF WALL
N
—
i GALVANIZED METAL PLASHING
f
r_
c
I:000NTER FLASHING AS PFR
MANUFACTURERS 5PEOFICATION
-
La�
SET IN ROOFING CEMENT
z
Lc
METAL ROOF, ASPHALT SHINGLES,
Q
i
—
BARREL TILES OF PLAT CEMENT TILES
zr
---
LLJ
u
O
-909# MIN. SURFACE HOT MOPPED TO
N
N
-'
L.L.
x
1 -30# FELT TNTAGGED TO 19/32" CDX
ON
—
PLYWOOD 5HATHING
<
N
cv
— 1s x. SF =r-
" r r
F)
y�
L
L.J
h-
811 MIN.
V)
}—
-
00
- LINE OF WOOD FRAMING
TYPICAL WALL I'LA5HING
EXTERIOR DOOR WINDOW
LEGEND
i
i
2AND8
cv
0
5AND6
J
C
a
7
LIME OF WALL
MIN. 5 /11 STUCCO FINISH
d N- GALVANIZED METAL FLASHING 4-
c .
_ COON I ER FLA.>TI ING AS PFR
I\vANIUFACT UP,FR SPECIFICATIONS
N SET IN ROOFING CEMENT.
l i CrN METAL ROOF ASPHALTS I� C
, ri I I PLC,
�t4!z BARREL "I ILE OR PLAT CEMENT TILE
LIME OF WOOD
FRAMING
�J L
LL
TYPICAL WALL FLASHING SECTION
i F=7—
5, 18
4, 24, 25
I�
TYP. DET.
,T s
r�
1,
F_
L�
1�
CL
LL
c..
W
0
19 22�, 23 2G, 27,
SCALE A5lndlcated
u
CD
f `�®
�o..+�)
SHEET
Al
OF
N
0
O
O
f
r_
c
(r)
Lo
co
-
La�
Lc
cQ
Q
a co
®
---
LLJ
u
O
N
N
-'
L.L.
x
N
ON
Q
IL
<
N
Cl
L
L.J
h-
V)
}—
Lu
W
00
fy
0-)
LLJ
O)
CY7
V J
=
F-
Cif
Ln
0
N
Lo
o
0
N
w
w
co
_
W
cl�
_
0
o
w
0
O
ZF—
O
Z
CD
=
a-
cr)
(D
UJ
-s
0—
C)
UJ
I�
TYP. DET.
,T s
r�
1,
F_
L�
1�
CL
LL
c..
W
0
19 22�, 23 2G, 27,
SCALE A5lndlcated
DATE OS/ 19/13
JOB 1302
SHEET
Al
OF
1
SHEETS
O
cQ
LLJ
u
0
N
N
U
o
U---
000
ON
L
LLJ
V J
Ul
0
C�
0
Lu
_
0
o
0
Cn�/
cn
ry
0—
I�
TYP. DET.
,T s
r�
1,
F_
L�
1�
CL
LL
c..
W
0
19 22�, 23 2G, 27,
SCALE A5lndlcated
DATE OS/ 19/13
JOB 1302
SHEET
Al
OF
1
SHEETS
T
J
MlAjAA ,
rteUIL?.: li "C' Dr #U
Jr.
fa
IFI
RAUL R, „SQTOL(9NG0 • AR -7712
JENNIFER MALLON SALMAN • AR- 171£31 �,