HomeMy WebLinkAboutBUILDING PLANS PAGE 16-27(0 5 REBAR VERTICALLY
l0 5 REBAR VERTICALLY W/ CONC.
W/ GONG. POURED CELL
- -- (28' MM LAP)
POURED CELL (28' MIN LAP)
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TENURED CEMENTIOUS COATING
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OMITTED DOWELS
�REBAR•175LAP AT FOOTING
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SCALE:TIE
VERTICAL REBAR
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GROUTED BOND BEAM
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z
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- (U 5 VERT. DOWEL
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TO HORIZATIONAL
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W/ 25' LAP MIN.
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TYP. REBAR LAP
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C AT LINTEL CORNERS
/1'•I-0'
REINFORCING
1' SCALE:
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�III'llllll
L0��000000J
SUBDIV. & LOT:
OAKLAND
LAKE
(LOT 8)
MODEL:
1452
xxxoo—oo
PROJECT#:
02784.000/00008
PAGE:
FOUNDATION
DETAILS
160 MPH EXP. C
DATE: 6 /12 /16
I SCALE: 1/4"=1'-0"'
SHEET
DI
NOTE: LLDNOTE;
SHIM AS NEEDED SHIM AS NEEDED
TO PLUMB JAMB. TO PLUMB JAMB.
❑ DO NOT EXCEED' ❑ DO NOT EXCEED'
8' CMU BLOCK 8' CMU BLOCK
' DRYWALL' DRYWALL WINDOW/DOOR JAMB
P.T. Ix4 or �'x4' MIN. lx4 or Ix2 P.T. NAILER P.T. Ix4 or �'x4' MIN.
FASTENERSCHEDULEOR JAAATTAc T DOOR GAPING FASTENER ER SCHEDULE WINDOW/DOOR
AB�T5LOCKIN Ix4 or Ix2 P.T. NAILER 4 BLOCKING FASTENER
DOOR CASING SCHEDULE
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW
(ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING
EACH END and m IS' O.G. MAX P.T. Ix4 or'x4' MIN:
PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/
(1) �' TAPCON (MIN. EMBEDMENT 1 4')
WINDOW TO BLOCK (+Y4 or A4 8'") WINDOW TO BLOCK (+3") FROM EACH ENE) and -a 18' O.C. MAX
or
DOOR JAMB TO BLOCK (+ 4" or +%") DOOR JAMB TO BLOCK (+3") (u DRIVE PIN, 8' FROM EACH ENE) and
e IS' O.C. MAX
SCALE.. I,-m, 4E SALE' I,`I-m, MIN. PRANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT I Jq'
NOTE: N NOTE:
SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: 29
TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) TAPCON
❑ DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT 1 4') 8' FROM EACH
8' CMU BLOCK END and 9 15' O.C. MAX
I' DRYWALL 8' CMU BLOCK or
DRYWALL (1) DRIVE PIN, 8' FROM EACH END and
P.T. 2x r 9 16' O.C. MAX
(SEE WNDOW/DOOR JAMB BLOCKING Ix4 or Ix P.T. NAILER P.T. Ix4 or i x4 MIN. IIIIx4 or Ix2 P.T. NAILER
FASTENER SCHEDULE FOR ATTACHMENT) DOOR CASING (SEE WNDOWCOOR JAMB BLOCKING Ig OSB l4' WIDE MIN.) MIN. SHANK SIZE .145
FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAP SIZE 300
DOOR CASING
DOOR JAMB / WINDOW7 SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I j'
SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ l2)12d NAILS 8' FROM OOR JAMB / WINDOW
PER MFR'S SPECIFICATIONS EACH END and s 18' O.C. MAX (ATTACHED TO BLOCKING
OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'P SPECIFICATIONS) PT. 2x6:
INSTALLED PER SECTION R905 of THE FBCR WINDOW TO BLOCK (+1 Y') STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8'TO BLK wl (2)FR'OM EACH
6TH EDITION 12011)
(j�R
JAMB TO BLOCK (+1 V THROUGH NON-STRUCTURAL MEMBER (Ix or �y' OSB) END and a 18' O.C. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT w/TAPCON MIN. I J' EMBEDMENT INTO BLOCK or
METHOD PER 'NAILING SCHEDULE") (2) DRIVE PINS, 8' FROM EACH ENE) and
RE -ENGINEERED ROOF TRUSS 7 a 18' SHANK SIZE .145
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 16 ) MIN
MIN. HEAD 51ZE 300
(PER PLAN (R-VALUE PER ENERGY CALCP) NOTE: DOOR JAMB TO BLOCK (+3 I/W MIN. EMBEDMENT 11
SHIM AS NEEDED ,; ,� � ,� 4F scALE: I -I-m
TO PLUMB JAMB.
METAL DRIP EDGE— 'GYPSUM BOARD OR A' HIGH
2x6 SUB -BAN 8' CMU BLOCK DO NOT EXCEED it SECURE TO w/ l2)' TAPGONS
STRENGTH CEILING BOARD
VENTED ONG. FILLED U-BLOCK w/ I' DRYWALL NOTE: (MIN. EMBEDMENT 1 J') 8' FROM EACH
ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 0 18' O.C. MAX
ER PLAN (SEE WNDOW/DOOR JAMB BLOCKING
RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT ' OPB (4' WIDE MIN.) t0 PLUMB JAMB. or
6 (2) DRIVE PINS, 8' FROM EACH ENE) and
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR JAMB / WINDOW DOOR CASING ❑ DO NOT EXCEED a 18' O.C. MAX
ATTACHMENT PER MFR. PER PLAN) (ATTACHED TO BLOCKING MIN. SHANK SIZE .145
SPECIFICATION � 8' CMU BLOCK
PER MFR'S SPECIFICATIONS) DRYWALL MIN, HEAD SIZE .300
77
NOTE: P.T. Ix4 or i'x4' MIN, Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 141
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.)
FASTENER SCHEDULE FOR ATTACHMENT
ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or ' 065) DOOR CASING
(R-VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL P.T. (2) 2x4:
PRECAST OR POURED IN w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON
PLACE SILL (PER BLD ' GYPSUM WALL BOARD EACH ENE) and e IS' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 149 8' FROM EACH
' TEXTURED CEMENTITIOUS U "5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1516) PER MFR'S SPECIFICATIONS) END and 9 18' O.C, MAX
COATING MIN. (PER ASTM GONG. POURED CELL 5 NOTE: or
926 C) OVER CM 1
(LOCATION PER PLAN) DOOR JAMB TO BLOCK (+l 16) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX
THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB)
8' CM ' P.T. FURRING STRIPS g IV O.C. 4C ,ALeDRIVE PIN, 8' FROM EACH END and
MIN. SHANK SIZE .145
w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300
OD BASE MIN, EMBEDMENT I it
NOTE: WINDOW TO BLOCK (+3 %6")
° - 4 SHIM AS NEEDED 7 "
To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 16) P.T. (2) 2x6: Em
ONCRETE SLAB DO NOT EXCEEDSECURE TO BLOCK w/ (2)' TAPCONP
' 4G scALE: r:r-m
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 J') 6' FROM EACH
AND REINFORCEMENT) 8' CMU BLOCK END and 9 18' O.C. MAX
XTERIOR WALL FOOTING' DRYWALL or
UPLIFT UP TO I,I75 lb
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and
BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) (SEE WNDOW/DOoR JAMB BLOCKING PT
WT520 w/ (I0) IOd NAILS TO TRUSS 4 9 16' O.C. MAX
2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) i'X2 J' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN, SHANK SIZE .145
SMGLE STORY SCALE: 3/4 -I -0
DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300
(ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 it
BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR I' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP t0 2350 lb BEAM
BOARD lR-VALUE PER ENERGY GALLS STRENGTH CEILING BOARD (2) 6IMP50N HT520 EACH SIDE OF TRUSS w/
NOTE; (10) IOd NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS — P.T. (2) 2x8:
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) J' TAPCONS
THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT I') 8' FROM EACH
/'TA IJ'EM
d616'OC
.,, w b PCON MIN EMBEDMENT INTO BLOCK
-- END an ..MAX
TAPCONS MIN. or
OPENING 22" x 30' MIN. �oE) CASING AT SIDE WINDOW TO BLOCK (+2 Y4 " 2' COVER (2) DRIVE PINS, 8' FROM EACH END and
)
2' APART 9 18' O.G. MAX
3 ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 a") TRUSS ANCHOR RETRO-FIT MIN. SHANK SIZE .145
T WOOD CASING 4 GYP.
MIN. HEAD SIZE 300
BOARD (TYP) 4 D SCALE: I'=r_o 5 SCALE: N.T,5. MIN. EMBEDMENT I it
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA k: 0003325
Lv�moO�mov�
STJBDIV. 8e LOT:
OAKLAND
LAKE
(LOT 8)
MODEL:
1452
XXX00— 00
PROJECT#:
02784.000/00008
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
160 MPH EXP. C
DATE: 6 /12 /18
SCALE: 1/4
SHEET
ID2
A R C H I T E C T S
Design
PDU Ina.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. abd esigngro u p.com
AA #: 0003325
r
�
�mnmN
�eameommooy
SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT 8)
MODEL:
1452
moo—oo
PROJECT#:
02784.000/00008
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
DATE: 6 /12 /18
' SCAT :1/4"=1'-0"'
SHEET
D3
VTCR o
lU 6 EA
P' O.C. M
TYPICAL VALLEY TRUSS CONNECTION
SCALE: 3/4'4-0'
ECURE 2x4 FLAT TO
BLOCK w/ CUT NAILS
oF r-*
ECURE 2x(o MIN. TO BLOCK w/
(2)y' x VWASHER SE
HIG
Rol
ECURE 2x
ANCHOR BOLTS w/ 2'
B T IN 6IMP50N or USP
H STRENGTH EPDXY
IMIN. 6' EMBEDMENT)
6 MIN. TO BLOCK w/
(3)Y�' x VANCHOR BOLTS w/ 2'
WASHER SET IN SIMPSON or U5P
HIGH STRENGTH EPDXY (MIN. 6'
EMBEDMENT
o
GARAGE DOOR BUCK ATTACHMENT
SCALE: 3/4'-1'-0'
' TEXTURED CEMENTITIOU5
COATING MIN. (PER ASTM
092(o) OVER CMU
GALVANIZED STEEL TRACK BRACKETS
(BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS
PER MANUFACTURER'S SPECIFICATIONS)
B SECTION
SCALE: N.T.S.
V MIN_ SLIDE
1 PRE-ENGINEERED TRU55
' GYPSUM BOARD OR
° HIGH STRENGTH CEILING
BOARD
SINGLE 2x TOP PLATE
GYPSUM WALL BOARD
2x WOODS STUDS -9 24' O.C.
(SIZE PER PLAN)
6ECURE BOTTOM PLATE TO
SLAB w/ 10d MASONRY
NAILS 9 32' O.C. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
,
�a
INTERIOR NON -BEARING WALL
wom STUDS
SCALE: 3/4'4-0'
PRE-ENGINEERED TRUSS
GYPSUM BOARD OR
HIGH STRENGTH CEILING
BOARD
3 %' TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
or 24' O.C. MAX)
-j' GYPSUM WALL BOARD
3 V METAL STUDS (25 GAUGE) 6
24' O.0 w/ FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE 's 12' O.C.
3 N' BOTTOM CHANNEL (25
GAUGE) BOTTOM CHANNEL TO
o
SLAB w/ I0d x 1' MIN. MASONRY
NAIL w/ WASHER 9 32' O.C. MAX.
ONCRETE SLAB
(SEE FOUNDATION PLAN FOR
51ZE AND REINFORCEMENT)
a
NOTE:
STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT
w/ MANUFACTURER ON STUD HEIGHT LIMITS.
INTERIOR NON -BEARING WALL
METAL STUDS SCALE: 3/4'=I'-0'
0) REBAR VERTICALLY IN CONC. POURED
CELL (SIZE AND LOCATION PER PLAN)
CMU BLOCK
WEATHER STRIP MOLDING AROUND DOOR
(PER MANUFACTURER'S SPECIFICATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)Y' x 9' ANCHOR BOLTS w/ 2'
WASHER SET IN SIMP60N or USP HIGH
STRENGTH EPDXY (MIN. 6' EMBEDMENT)
GARAGE DOOR (BY OTHERS)
GALVANIZED STEEL VERTICAL TRACK
(BY OTHERS - INSTALLED PER
MANUFACTURER'S SPECIFICATIONS)
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�II"'lllll.
�m�0om0�om�
SUHDIV. & LOT:
OAKLAND
LAKE
(LOT 8)
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00008
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
012
ii
ROLAND A. ABO
AR NO W
DATE: 6 /12 /18
I SCAT :1/4"=1'-0"'
SHEET
D
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINT5 TO BE WIRE TIED
TO LATH -a 9' O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EX15T5 BEYOND EXCEPT
5TAPLE5 W/ %s" LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING IN5TALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
IN5TALLATION
FA5TENER5 TO BE 5LACED
e I" O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4
NOTE:
I, FA5TENER5 FOR LATH TO BE NAIL5 OR
5TAPLES IN COMPLIANCE W/ A5TM 01063
2. WIRE TIES TO BE (NO. 18) 0.0415" WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO I
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLA5H 1—
APPROX, 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY
TO 055 AROUND PENETRATION
OR LE55 PIPE PENETRATION
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEA5E LINER AND FOLD
THE FORM FLASH I IN HALF
(LENGTH W15E WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FL
WITH THE CENTER OF THE PIPE,
FORM FLASH 1 TO THE BOTTOM
THE PIPE AND WRAP AROUND
PER FBC R103.1.1
EXTERIOR LATHING AND PLA5TERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF A5TM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH A5TM C 1063-12A
IN5TALL FA5TENER5
(CLIPS, STRAPS, 5TAPLE5)
A5 REQUIRED TO 5ECURE
PIPE/ WIRE TO FRAMING
PIPE PENETRATION DETAIL
J SCALE: V.S.
M
TO B' /I 1 I1 6' TO 8'
$" THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH F,45TENED
o7" (VERT.) O.C. MAX AT 5UPPORT5
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD 5HEATHING
PROTECTED FLA5H TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6" TO 8" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
TYPE "M" CONTROL JOINT
1 SCALE: KTS.
NOTE: APPLY SEALANT AT "M" CONTROL
JOINT END TO END CONDITIONS
U5E FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLA5H I TO THE 5HEATHING, MAKING 5URE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
5HEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5.
SECTION
TAKE 5ECOND PIECE OF FORM
FLASH 1 AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
5AME MANNER, MAKING 5URE
THE OVERLAP AREA5 ARE
PRE55ED DOWN TIGHT TO THE
PIPE AND SHEATHING.
TAPE WRB LAYER #I,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WRB LAYER 02, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLA5H 1
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO SHEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055AROUND
PENETRATION
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.Y. FIN15H
(SEE TYP WALL SECTION)
NOTE:
51DE LAP5 OF METAL PLASTER BASES
5HALL BE 5ECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
5UPPORT5 WITH 0.0415-IN. (1.21-MM) WIRE
AT INTERVAL5 NOT MORE THAN 9'
(229-MM). A5 PER A5TM C1063 l8.1,
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEAR5 MAY BE PATCHED PEEL 4 STICK
WOOD 5TU
5HEATHI
WRB #1 TAPED T
SHEATHING w/ WI
#2 OVER TOP, Wf
#2 TO BE LAPPE-
VERTICALLY 6' MIN,
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE I'
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
I' MIN. LAP
FORTIFIBER BUILDING
PAPER (OR
APPROVED EQUAL)
C.,-JAPER LAP
BCALE: N.TS.
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP 511DING (PER BUILDER)
WEEP SCREED
MINIMUM CLEARANCE
(PER MANUR SPECS)
5"XI" CONTINUOUS GALV. METAL
5TEP FLASHING (NAIL TO ROOF
DECK, NOT WALL 5HEATHING)
CAP SHINGLE - DO NOT NAIL
ADHERED 5HINGLE5 TRIMMED
TO COVER FLASHING STRIP
"L" FLASHING
4 SCALE: N.TS.
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6' -a VERTICAL LAP5 (ROLL END5) 4
6" 1@ HORIZONTAL LAP5.
LATH VERTICAL
LAP TO BE III
METAL LATH
TAPE WIRE LAYER
#I, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO 5HEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
STUCCO
8" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER 11,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO 5HEATHING
LEGEND
I DRAINAGE PLANE
(WRB LAYER #I,
5TUCCOWRAP OR
APPROVED EQUAL)
WRB LAYER 12
(FORTIFIBER
BUILDING PAPER OR
APPROVED EQUAL)
SHEATHING
METAL LATH X X X X
STUCCO Qa
WOOD 5HEATHING
SELF-ADHESIVE
FLA5HING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103,7.1 / 45TM C-841-09,
MIN. 2.5 L55, PER 50. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET 5PECIFICATION5)
WRB: WATER RE515TIVE BARRIER
A R C H IT E C T S
4Design
Groullnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
OAKLAND
LAKE
(LOT 8)
MODEL:
1452
xxxoo—oo
PROJECT#:
02784.000/00008
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT.
STATE OF FLORIDA
ROLAAR
DATE: 6 /2 9 /18
SCALE: 1/4"=1'-O"
SHVV E�E��T�
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JUL 1 ®2018
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINT5 TO BE WIRE TIED
TO LATH 6 9" O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EX15TS BEYOND EXCEPT
5TAPLE5 W/ %s" LEG MAY BE U5ED TO TEMP,
SECURE CONTROL JOINT DURING IN5TALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
IN5TALLATION
FA5TENER5 TO BE SPACED
1" O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINT5 BUT 5HALL BE STOPPED AND
TIED AT EACH 51DE. PER A5TM C1063 1.10.1.4
NOTE:
1. FA5TENER5 FOR LATH TO BE NAIL5 OR
STAPLES IN COMPLIANCE W/ A5TM CI063
2, WIRE TIES TO BE (NO. IS) 0.0415" WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLA5H I —
APPROX. 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE 5PRAY ADHE5IVE DIRECTLY
TO 055 AROUND PENETRATION
1" OR LE55 PIPE PENETRATION
5TARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEA5E LINER AND FOLD
THE FORM FLA514 1 IN HALF
(LENGTH W15E WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLA5H 1
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLA5H I TO THE BOTTOM HALF OF
THE PIPE AND WRAPAROUND THE PIPE.
PER FBC R103.1.1
EXTERIOR LATHING AND PLA5TERING
EXTERIOR U5E OF PORTLAND CEMENT PLA5TER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF A5TM C 926-12A.
IN5TALLATION OF EXTERIOR LATHING AND
FRAMING 5HALL COMPLY WITH A5TM C 1063-12A
IN5TALL FA5TENER5
(CLIP5, 5TRAP5, STAPLES)
A5 REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
PIPE PENETRATION DETAIL
J SCALE: N.iS.
TO 8' / 1 1 1 1 6' TO 8'
$" THICK, 3 COAT CEMENT
PLA5TER
WRB LAYER 12, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FA5TENED
-s1" (VERT.) O.C. MAX AT 5UPPORT5
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
PROTECTED FLA5H TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6" TO V FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL 5TUD
j TYPE "M" CONTROL JOINT
1 BCALE:N.iS. --
NOTE: APPLY SEALANT AT "M" CONTROL
JOINT END TO END CONDITION5
U5E FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH I TO THE 5HEATHING, MAKING 5URE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
5HEATHING WITH MINIMAL AIR POCKET5 OR 5U55LE5.
SECTION
TAKE SECOND PIECE OF FORM
FLA5H I AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
SAME MANNER, MAKING 5URE
THE OVERLAP AREA5 ARE
PRESSED DOWN TIGHT TO THE
PIPE AND SHEATHING.
TAPE WRB LAYER #1,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO 5HEATHING
WRB LAYER 12, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLA5H I
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO 5HEATHING
LOCTITE 5PRAY ADHE5IVE
DIRECTLY TO 055 AROUND
PENETRATION
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER 5TUCCO/ C.V. FIN15H
(5EE TYP WALL 5ECTION)
NOTE:
SIDE LAPS OF METAL PLASTER BASES
SHALL BE SECURED TO FRAMING
MEMBERS. THEY 5HALL BE TIED BETWEEN
5UPPORT5 WITH 0.0415-IN. (121-MM) WIRE
AT INTERVAL5 NOT MORE THAN 9"
(229-MM). A5 PER A5TM CI063 1.8.1.
NOTE:
FOR REPAIR OF TEAR5 IN WRB LAYER5,
TEARS MAY BE PATCHED PEEL 4 5TICK
WOOD 5TU
5HEATHI
WRB #1 TAPED TI
SHEATHING w/ WI
#2 OVER TOP. WF
#2 TO BE LAPPE_
VERTICALLY 6" MIN.
5TUCCO OVER
METAL LATH. METAL
LATH TO HAVE I"
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
e
WNI:7 1-1i 1 GN `4,
FORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
PAPER LAP
2 gCALE: N.iS.
WOOD 514EATHING
WATER RE515TIVE BARRIER
LAP 51DING (PER BUILDER)
MINIMUM LAP (PER MANUF. 5PECS)
WEEP 5CREED
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6" 'a VERTICAL LAPS (ROLL END5) 8
6" 6 HORIZONTAL LAP5.
LATH VERTICAL
LAP TO BE 1"
METAL LATH
TAPE WRB LAYER
#1, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
r
STARTER 5TRIP (PER MANUF. 5PEC5)
MINIMUM CLEARANCE '
(PER MANUF. 5PEC5)
1' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
z 5"X1" CONTINUOU5 GALV. METAL 11Az
z STEP FLA5HING (NAIL TO ROOF Z
DECK, NOT WALL SHEATHING)
SIDING
CAP SHINGLE - DO NOT NAIL
ADHERED 5HINGLE5 TRIMMED
TO COVER FLA5HING 5TRIP
"L" FLASHING
4 SCALE: N.iS.
STUCCO
8" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER #1,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
LEGEND
DRAINAGE PLANE
(WRB LAYER #1,
5TUCCOWRAP OR
APPROVED EQUAL)
WRB LAYER 02
(FORTIF15ER
BUILDING PAPER OR
APPROVED EQUAL)
5HEATHING
METAL LATH X X X X
STUCCO [
WOOD 5HEATHING 4lT�ii%T/T
5ELF-ADHE5IVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / A5TM C-841-09,
MIN. 2.5 LBS, PER 5Q. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET 5PECIFICATION5)
WRB: WATER RESISTIVE BARRIER
A R C H I T E C T S
DesiLfn
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1 oL lnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�IIII"IIII
SVBDIV. 7NDLOI
OAKLALAK
(LOT 8)
MODEL:
1452
moo—oo
PROJECT#:
02784.000/00008
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
DATE: 6 /12 /18
SCALE: 1/4"=1'—O"
SHVV E�E��T�
AI
TEXTURED CEMENTITIOU5
WRB LAYER #I, 5TUCCOWRAf= (OR APPROVED _
COATING
EQUAL)
WRB LAYER 12, FORTIFIBER BUILDING �= X, WOOD SHEATHING
1 1 A� PAPER (OR APPROVED EQUAL) � , '�--: 'i � VENT CAP IS Tn RP �;FT IN CnNTINI1011. nI=
rFMFNT Pi AATPQ /---WRB LAYER 01, 5TUCCOWRAP (ORAPPROVED
; SEALANT.
PPP=M AN11 iM MOYMC , wMIT e- A =
I INF.I 1r11 EMI ✓I\I ✓-I\ Y�I\I Vl"1
EQUAL) TAPED DIRECTLY t0 SHEATHING ONE -PEKE HOODED VENT ATTACHED PER MANUi=. FF
(5ET IN CONT. SEALANT)
LAP LAYER5 OF BUILDING WRAP OVER 5PECIFICATION5
STEP FLASHING NAILING FLANGE, STOP WRB APPROX. APPLY SEALANT AT PERIMETER OF -
OVERLAPS KICKOUT 1 y" ABOVE 5HINGLE5 NON -MOVABLE FRAME AND STUCCO ON ALL
DIVERTER 1" MIN. `" u� -. SEALANT ALL 51DE5
5ELF-ADHERING FLASHING "` SIDES, Y4" SEALANT JOINTS ALL AROUND
THICK, 3 COAT CEMENT PLASTER
STEP FLASHING METAL LATH DRYER VENT (BLOCK)
v n WALE: KCs.
DRYFLEKT KICKOUT DIVERTER WRB LAYER 12, FORTIF15ER BUILDING
air PAPER (OR APPROVED EQUAL) BUILDING PAPER
M 6A DRYER VENT (FRAME) OVER "QUICK FLASH" - -
FELT UNDERLAYMENT -
PIPE THROUGH WALL PER FBC R1031.1
SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING
DRIP EDGE: OVERLAP 3", FASCIA WRAP
BUILDING PAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
EXTEND 1/2" BELOW COMPLY WITH THE APPLICATION REQUIREMENTS OF
SHEATHING, MECHANICALLY
UNDER "QUICK FLASH" ASTM C 926-12A.
FA5TEN 4" O.C. MAX. VENT PENETRATION
�, SCALE:KT9. INSTALLATION OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH A5TM G 1063-12A
WOOD SHEATHING WRB LAYER #2, FORTIF15ER LEGEND
WOOD WRB LAYER #I, BUILDING PAPER (OR DRAINAGE PLANE
NOTE: CONSTRUCTION STUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRAP
INSTALL KICKOUT FLASHING 5 KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL
AT BOTTOM OF ROOF 4 WALL 6CALE:NTS. — SHEATHING WRB LAYER 121 WOODS/8" TEXTURED FINISH a WOOD WRB LAYER 12
INTER5ECTION5 FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIF15ER BUI ING
8' CMU LD P A
PER
BUILDING PAPER (OR MEMBER I" O.C, MAX OR APPROVED EQUAL)
TO /$
AREA t0 RECEIVE 1 COAT OF SHER-GREtE APPROVED EQUAL) =� /s " 5
MID -WALL METAL LATH X X X X
FLEXIBLE CONCRETE WATERPROOFER or 1" THICK, 3 COAT CEMENT -" ® WEEP SCREED
SCRATCH COAT PRIOR TO ELEC. METER WOOD FRAMED PLASTER 6" WIDE STRIP SELF STUCCO__ a
INSTALLATION WALL %$" TO 115" MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING
WEEP SCREED MA50NRY BEFORE APPLYING SELF-ADHESIVE FLASHING
1 (PER 3/WA1) 6" 5ELF-ADHERING FLASHING TEXTURED FIN15H e MA50NRY
HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE:
(FRAME TO FRAME) (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC R103,7.1 / A5TM
ELEC. METER FIELD VERIFY I H SCALE: NTB. I B SCALE: N.T.S. C-S4 I-m9, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR
LOCATION /' NOMINAL LATH DOES NOT MEET 5PECIFICATION5)
NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5GREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS
ELEC. METER FIELD VERIFY LOCATION
CUT ENOUGH PROTECTO FORM
SEALANT ON TOP 4 SIDES ONLY FLASH I PIECES TO COVER BOX 4" NOTE: ATTACH PER
PA5T EACH SIDE. STARTING AT THE MANUR 5PECIFICATION5
BOTTOM OF THE BOX, REMOVE
RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM
CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH I IN A THE PROTECTO FORM FLASH 1 FLASH I INTO THE OPENING
POLYMERIC I5OCYANATE-POLY5LEND 51NGLE FA5HION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE
_ FOAM ("GREAT STUFF" OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX.
EXTENDING TO NO CL05ER
WOOD 5HEATHING THAN 1" TO CORNER.
STEP 1 STEP 2 STEP 3
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
8 � APPLY SEALANT At TOP ELASTOMERIC COATING
5IDE5 OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL)
AFT
ER STUCCO INSTALLATI ON SELFADHERING F A5HING
APPLYE_ZB E D .,.,.,
OVER STUCCO/ G.V. FINISH
FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE "D" FELt (OR APPROVED EQUAL) (5EE TYPICAL WALL
SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "DII SECTION)
ELECTRICAL CONDUIT METHOD A5 DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT o•o•e;o METAL LATH
PENETRATION PIPE PENETRATION DETAIL AT ALL JOINTS AND o
8 KC-N.T.B.— — APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIFIBER INTER5ECTION5 EXTERIOR
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE
OR METER CAN COMBO OR METER CAN AND D15CONNECT APPROVED EQUAL) STEP 4 STEP 5 OCALE:KT.6. (?R4-1E�TJ STEP 6
A R C H I T E C T S
Design
y
1 0 U princ.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUHDIV. & LOT:
OAKLAND
LAKE
(LOT 8)
MODEL:
1452
xxx00-00
PROJECT#:
02784.000/00008
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
DATE: 6 /12 /18
SCALE: 1/4"=1'-O" 1
SHE�ET� ��
V V A2
WOOD 5HEA
WOOD CON5TRUCTION
%" HAT CHANNEL W/ Nall
TYPE "X" DRYWALL
WOOD SHEATHING
WRB LAYER #1, -
5TUCCOWRAP (OR
APPROVED EQUAL)
s" THICK, 3 COAT -
CEMENT PLASTER
WRB LAYER #I,
5TUCCOWRAP
(OR APPROVED EQUAL)'
AMICO AM6C-WFWC-180 -
CU5TOM CA51NG BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
8" THICK, 3 COAT CEMENT
PLA5TER
AM66-WFWC-180 CU5TOM CA51NG
BEAD (OR APPROVED EQUAL)
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
7N-77
.
PAPER (OR APPROVED EQUAL)
6" 5ELF-ADHEREING FLA5HING
WRAPPED @ CORNER OF CANTILEVER
AMICC AM(o6-WFWC-150 CUSTOM
CASING BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
CASING BEAD DETAIL C CANT.
LEGEND
DRAINAGE PLANE
(WRB LAYER #l, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER #2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
5TUCCO
WOOD SHEATHING
5ELF-ADHE51VE FLASHING
EQUAL) CA51NG BEAD
5/8" TYPE "X" DRYWALL
W/TEXTURED 4 PAINTED FIN15H
8" THICK, 3 COAT CEMENT
PLA5TER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
X
X
X
X
a�
NOTE:
METAL LATH: LATH TO BE
PER FBC R103.1.1 / A5TM
C-841-091 MIN. 2.5 LBS. PER
5Q. YARD (UTILITY OR
NOMINAL LATH DOE5 NOT
MEET 5PECIFICATION5)
WOOD CON5TRUCTION
WEATHER RE515TIVE
BARRIER #1
WEATHER RE515TIVE
BARRIER #2
$" THICK, 3 COAT CEMENT PLA5TER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL)
4" P051TIVE DRAIN WEEP 5CREEp
NO GAP IN FIELD
(5HOWN FOR CLARIFICATION OF
5EPARATE ACCE55ORIE5 ONLY)
DRIP EDGE INSTALLATION
11A �,,LE:NTS.
2x FRAMING MEMBER
8" THICK, 3 COAT CEMENT PLA5TER
CORNER BEAD FA5TENED TO
514EATHING o I' O.C. MAX.
WRB LAYER #, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
BEAD C FRAME
*�,I�NERN.TsN.Ts.
CORNER BEAD
(FASTENER 4 SPACING 6 1" O.C.)
roil
%" THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MASONRY UNIT
CORNER BEAD C BLOCK
1 �ll SCALE: RTA
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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sVHDIV. 8e LOT:
OAKLAND
LAKE
(LOT 8)
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00008
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JUL 0 2 018
ROLAND A. AB�OU ACRA
AR NO 93723
DATE: 6 /29 /18
SCALE: 1/4"=1'—O"
SHEET
JUL 10 201
WOOD SHEATHING
WOOD CON5TRUCTION
%" HAT CHANNEL W/
TYPE "X" DRYWALL
WOOD SHEATHING
WRB LAYER #1, -
5TUCCOWRAP (OR
APPROVED EQUAL)
$" THICK, 3 COAT -
CEMENT PLASTER
WRB LAYER 01,
5TUCCOWRAP
(OR APPROVED EQUAL)
AMICO AM66-WFWC-1a0
CUSTOM CASING BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT CEMENT
PLASTER
AM66-WFWC-1 0 CUSTOM CA51NG
BEAD (OR APPROVED EQUAL)
\� WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
'll \(o' 5ELF-ADHEREING S HING
WRAPPED o CORNER OF CANTILEVER
GAP
v AMICO AM66-WFWC-i80 CUSTOM
CA51NG BEAD (OR APPROVED EQUAL)
(W/OPT. WEEP5)
CASING BEAD DETAIL @ CANT.
FIN15H LAVER (2 LAYER
PEEL A 5TICK)
6" PEEL 8 5TICK a DRIP
EDGE TO DECK
I Y"XI %4" P.T. OR 51MULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
WATER PROOFING let LAYER (2 LAYER
PEEL 8 5TICK) WRAPPED FROM
BALCONY DECK TO CANTILEVER
6 PEEL & 5TICK 1@ DRIP EDGE TO DECK
SUB FLOOR
FULL 5HEET5 OF PEEL 4 5TICK
1 %"XI Y4" P.T. OR 51MULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
y" GAP FOR BACKER
ROD 4 SEALANT
s" THICK, 3 COAT CEMENT
PLA5TER
VINYL (OR APPROVED EQUAL) CA51NG BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CA51NG BEAD
**COMPONENTS PULLED
-, 1 APART FOR CLARITY
LEGEND
DRAINAGE PLANE
(WRB LAYER #I, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER #2
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
5TUCCo
WOOD SHEATHING
5ELF-ADHE5IVE FLASHING
X
X
X
X
d
d..
a
a
VINYL (OR APPROVED -
EQUAL) CASING BEAD
5/8" TYPE "X" DRYWALL
W/TEXTURED 4 PAINTED FIN15H
8" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
3" 26 GA. GALV. METAL DRIP
IE SET IN FULL BED OF 5EALANT,)/2'
SPACE FROM DRIP FACE TO TREX
iAP FOR BACKER ROD 4 SEALANT
1 (OR APPROVED EQUAL) CA51NG BEAD
THER RE515TIVE BARRIER #1
THER RE515TIVE BARRIER #2
DECK MEMBRANE, EXTEND OVER DRIP EDGE
X 3" 2C GA. GALV. METAL DRIP EDGE 5ET
IN FULL BED OF 5EALANT, y" MIN. SPACE FROM
NOTE:
METAL LATH: LATH TO BE
PER FBC R103.1.1 / ASTM
C-541-09, MIN. 2.5 LBS. PER
50. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET SPECIFICATIONS)
WOOD CON5TRUCTION
WEATHER RE515TIVE
BARRIER #1
WEATHER RE515TIVE
BARRIER #2
8" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD 5HEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL)
4" POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(5HOWN FOR CLARIFICATION OF
5EPARATE ACCESSORIES ONLY)
11A DRIPs EDGE INSTALLATION
V4" GAP FOR BACKER
ROD 4 5EALANT
VINYL_ (OR APPROVED EQUAL)
CASING BEAD
WATER PROOFING let LAYER
(2 LAYER PEEL 4 STICK)
PEEL 4 STICK
SUB FLOOR
DRIP FACE TO TREX MODIFIED 90
VINYL (OR APPROVED EQUAL) CASING BEAD I Iz"XI Y" P.T. OR 51MULATED WOOD (TREX)
WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS
PEEL 4 STICK) WRAPPED FROM BALCONY y" GAP FOR 5EALANT 4
DECK TO CANTILEVER OPT. BACKER ROD
$" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD 5HEATHING
WEATHER RESISTIVE BARRIER #1
WEATHER RE515TIVE BARRIER #2
4" P051TIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(5HOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
;)BALCONY DRIP EDGE INSTALLATION
1 D SCALE: N.TS.
**COMPONENTS PULLED
APART FOR CLARITY
8" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CASING BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CA51NG BEAD
NOTE: 5ET RAILING LAG BOLT ATTACHNMENT5
IN 5EALANT, WHERE APPLICABLE
2x FRAMING MEMBER
8" THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FASTENED TO
5HEATHING o I" O.C. MAX.
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
@FRAME
@)2C10ERNERBEAD
CORNER BEAD
(FASTENER 4 SPACING i" O.C.)
CMU
Na" THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
�n CORNER BEAD @ BLOCK
SCALE: KM
COLUMN SHEATHING
WEATHER RE515TIVE BARRIER 01
WEATHER RE515TIVE BARRIER #2
6" 5ELF ADHERING 8 FL,45HING
PEEL 4 5TICK
I y2"x3" V' FLASHING FULLY
EMBEDDED IN ROOF CEMENT
I /2" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET
IN FULL BED OF 5EALANT,)/2" MIN. SPACE FROM
DRIP FACE TO TREX
WEATHER RESISTIVE BARRIER #1
AATER RE515TIVE BARRIER 12
-EXTERIOR COLUMN
-COLUMN 5HEATHING
-6" 5ELF ADHERING 4 FLASHING
:1 Y211x3" "L" FLASHING FULLY
EMBEDDED IN ROOF CEMENT
%" X 3" 26 GA. GALV. METAL DRIP EDGE
5ET IN FULL BED OF SEALANT, y" MIN.
SPACE FROM DRIP FACE TO TREX ON
ALL 4 51DE5 OF COLUMN
-VINYL (OR APPROVED EQUAL) CASING BEAD
WATER PROOFING let LAYER (2 LAYER PEEL 8 5TICK)
WRAPPED FROM BALCONY DECK TO CANTILEVER
8" THICK, 3 COAT CEMENT PLASTER
-METAL LATH
—WOOD SHEATHING
-WEATHER RE515TIVE BARRIER 11
-WEATHER RE515TIVE BARRIER 112
- 4" P051TIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
5EPARATE ACCE55ORIE5 ONLY)
BALCONY DRIP
@ COLUMN W
E INSTALLATION
L" FLASHING
A R C H I T E C T S
Design
p
DU Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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S'USDIV. & LOT:
OAKLAND
LAKE
(LOT 8)
MODEL:
1452
XXX00- 00
PROJECT#:
02784.000/00008
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE: 6 /12 /18
' SCAT :1/4"=1'-0"'
SKEET
WOOD SHEATHING
WRB LAYER 01, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
s" THICK, 3 COAT
CEMENT PLASTER
6 SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
8" THICK, 3 COAT
CEMENT PLASTER
6" SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD WINDOW
(FRAME, NO BAND)
13A SCALE: N.Tb.
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
I' APPROVED EQUAL)
{ METAL LATH
(EXPLODED a THICK, 3 COAT
VIEW FOR CEMENT PLASTER
CLARITY)
WOOD SHEATHING
WRB LAYER 01, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
8" THICK, 3 COAT CEMENT -
PLASTER
IYL (OR APPROVED EQUAL) -
ANGLED CASING BEAD
6°5ELF-ADHERING FLASHING
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
VIEW FOR^ $ THICK, 3 COAT
CLARITY) CEMENT PLASTER
WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD
WRB LAYER 112, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
CASING BEAD @ WINDOW
FRAME, W BAND
13B SCALE: V.S.
METAL LATH
8" TRICK, 3 COAT
CEMENT PLASTER
l "SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
LEGEND
DRAINAGE PLANE
(WRB LAYER 01, STUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER 12
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING
X X X X
I111�
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM
C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
SEALANT TO Oc
WINDOW FRAME
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
s" THICK, 3 COAT CEMENT
Y4 GAP TYP PLASTER
CASING BEAD
IX TRIM MEMBER 'a STUCCO TO TRIM METAL LATH
TO SIDING TRANSITION WRB LAYER #2, FORTIFIBER
SIDING BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
SIDING TO STUCCO
CASING BEAD
1 t SCALE: N.Tb. ( GROW -SECTION)
WOOD SHEATHING
METAL LATH
WRB LAYER 01, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
8" THICK, 3 COAT
CEMENT PLASTER
$" THICK, 3 COAT
CEMENT PLASTER
VINYL (OR_ APPROVED EQUAL)
ANGLED CASING BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
CASING BEAD
(0" SELF ADHERING
FLASHING OR PEEL d STICK
WOOD SHEATHING
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
` 8" THICK, 3 COAT CEMENT
(EXPLODED PLASTER
VIEW FOR
CLARITY)
CASING BEAD C RAISED
BAND FRAME
@ZALE. N.Tb.
METAL LATH SEALANT
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WOOD SHEATHING WINDOW FRAME--\ ,
ORB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
6" WIDE PEEL 4 STICK
OVER FLANGE
E-Z BEAD VINYL
(OR APPROVED EQUAL) CASING 2,
(W/%$" FLEXIBLE PVC BACKER ROD
INCLUDED)
#APPLY FULL BED OF
SEALANT BETWEEN —
FLANGE 8 BUILDING WRAP
, BEAD WINDOW CASING
1 1 ! SCALE: N.TA
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
E-Z BEAD VINYL (OR
APPROVED EQUAL) CASING
(W/!$" FLEXIBLE PVC BACKER
ROD INCLUDED)
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
6" SELF ADHERING FLASHING
WOOD SHEATHING
DETAIL EXPLODED FOR
CLARITY
A R C H I T E C T S
Design
CiUIfinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-5078
FAX:407 774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8e LOT-
OAKLAND
LAKE
(LOT 8)
MO DEL:
1452
xxxoo—oo
PROJECT#:
02784.000/00008
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
JUL
�ROLAND
AR
DATE: 6/29/18
' SCAT :1/4"=1'-0
SHE�ET� ��
V V AA
JUL 10 2010
WOOD SHEATHING
WRB LAYER 11, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
$" THICK, 3 COAT
CEMENT PLASTER
6 "SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE--\7
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
$" THICK, 3 COAT
CEMENT PLASTER
6" SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD @ WINDOW
FRAME, NO BAND
1 JA SCALE: NS.S.
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
(EXPLODED 8" THICK, 3 COAT
VIEW FOR CEMENT PLASTER
CLARITY)
WOOD CONSTRUCTION BEYON
WOOD SHEATHIN
WEATHER RESISTIVE BARRIER
WEATHER RESISTIVE BARRIER
X IY" LAP SIDING W/6" REVEL
6" SELF -ADHERING FLASHIN
STARTER STRIP PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
DO NOT CAULK OR SEAL OPENIN
GALV'D METAL "Z" FLASHIN
STUCCO CASING BEA
SIDING TO STUCCO
BLOCK TO FRAME TRANSIT
WOOD SHEATHING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER #2
%6" X IYa" LAP SIDING W/6 REVEAL
6" SELF -ADHERING FLASHING
STARTER STRIP PER MANUFACTURER'
INSTALLATION INSTRUCTIONS
DO NOT SEAL OPENING
GALV'D METAL "Z" FLASHING
E-Z BEAD VINYL'
(OR APPROVED EQUAL) CASING
(W/Ya" FLEXIBLE PVC BACKER ROD)
6" SELF -ADHERING FLASHING
Ya" THICK, 3 COAT CEMENT PLASTER
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER 02
WOOD SHEATHING
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL
METAL LATH
$" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
6"5ELF-ADHERING FLASHING
DRIP CAP
WOOD SHEATHING
WRB LAYER #I, STUCGOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12 FORTIF15ER
BUILDING PAPER
kno;:OL
(OR APPROVED EQUAL)
METAL LATH
8° THICK, 3 COAT
11=0R
aRITY) CEMENT PLASTER
WINDOW FLANGE —�
WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
$" THICK, 3 COAT
CEMENT PLASTER
6°SELF-AD HERING
FLASHING
DRIP CAP
CASING BEAD @ WINDOW WINDOW FLANGE
FRAME, W BAND
1 JD SCALE: N.T.S.
SELF -ADHERING FLASHING
EATHER RESISTIVE BARRIER #1
EATHER RESISTIVE BARRIER #2
TARTER STRIP PER
IANUFACTURER'S INSTALLATION
15TRUCTION5
SELF -ADHERING FLASHING
GALV'D METAL "Z" FLASHING
>0 NOT CAULK OR SEAL OPENING
SALV'D METAL "Z" FLASHING
STUCCO CASING BEAD
WOOD CONSTRUCTION BEYOND
6" SELF -ADHERING FLASHING
WEATHER RESISTIVE BARRIER #1 TO LAP
6" MIN. ABOVE TOP OF "Z" FLASHING
WEATHER RESISTIVE BARRIER 11
WEATHER RESISTIVE BARRIER #2
GALV'D METAL "Z" FLASHING
DO NOT CAULK OR SEAL OPENING
WEATHER RESISTIVE BARRIER #1 TO LAP
(J" MIN. ABOVE TOP OF "Z" FLASHING
KJ" SELF -ADHERING FLASHING
WEATHER RESISTIVE BARRIER #1
E-Z BEAD VINYL (OR APPROVED EQUAL)
CASING (W/Ya" FLEXIBLE PVC BACKER
ROD)
WEATHER RESISTIVE BARRIER *2
SIDING
C FRAME TO
TO STUCCO
FRAME TRANSITION
LEGEND
DRAINAGE PLANE
(WRB LAYER 01, STUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER 12
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO
WOOD SHEATHING G 111
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM
C-541-09, MIN. 23 LBS. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
SEALANT
WINDOW FRAME
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
$" THICK, 3 COAT CEMENT
y. GAP T,-P PLASTER
CASING BEAD METAL LATH
IX TRIM MEMBER a STUCCO TO TRIM
TO SIDING TRANSITION WRB LAYER #2, FORTIFIBER
SIDING BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
j� �Xr•,—iC ..54—rs
WRB LAYER #I, STUCCOWRAP
WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL)
(OR APPROVED EQUAL) CASING BEAD
(o" SELF ADHERING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING BEAD
1 t SCALE: NTB. ! CROSS-SECTION)
WOOD SHEATHING
METAL LATH
WRB LAYER 11, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
a" THICK, 3 GOAT
CEMENT PLASTER
8" THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
WOOD SHEATHING
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
$" THICK, 3 COAT CEMENT
(EXPLODED PLASTER
vlr=w FOR
CLARITY)
CASING BEAD @ RAISED
@,,,.DK7 BAN(FRAME)
a GAP TEA METAL LATH \ /
BEAD TOYP
WINDOW SEALANT
TO WIWRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
—WOOD SHEATHING WINDOW FRAME
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
6" WIDE PEEL 4 STICK
OVER FLANGE
E-Z BEAD VINYL
(OR APPROVED EQUAL) CASING 2:
(L%a" FLEXIBLE PVC BACKER ROD
INCLUDED)
*APPLY FULL BED OF
— SEALANT BETWEEN —
FLANGE 4 BUILDING WRAP
EZ BEAD WINDOW CASING
17 SCALE: V.S..S
8" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
E-Z BEAD VINYL (OR
APPROVED EQUAL) CASING
(W/%a" FLEXIBLE PVC BACKER
ROD INCLUDED)
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
(o" SELF ADHERING FLASHING
WOOD SHEATHING
DETAIL EXPLODED FOR
CLARITY
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
�II"'lll'I
Lo■0o0o�om�
SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT 8)
MODEL:
1452
xxxoo—oo
PROJECT#:
02784.000/00008
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
DATE: 6 /12 /18
SCALE: 1/4"=1'-0"
SHEET VV E��T�
A4
CUT HOUSEWRAP AT
450 ANGLE
MODIFIED "I" CUT IN
HOUSEWRAP
LINE OF WINDOW OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER WD
STUD WALL
STEP I
WINDOW FLASHING
INSTALLATION DETAILS
FULL WRAP
j
U SCALE: KTS. (FRAME)
APPLY 061 H2U (OR
EQUAL) SEALANT
WINDOW/CMU JOINT.
FLUID APPLIED
FLASHING (LANCO
WHITE -SEAL RC-865
OR EQUAL).
SLOPE SILL
TO EXTERIOR
WALL FLASHING INSTAI
DETAIL (MASONRY'
18A scat r:, urs
TEMPORARILY tnl n_11= a
SECURE HOU�c
"P UNDE
FOLD
IN AT J�
SLOPE
INSTALL 6" SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAMBS
EXTEND FLASHING MIN I"
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
ALIGN FLEXIBLE
SELF -ADHERING
45HING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP NAILS/
STAPLES)
STEP 2 INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
011'f u
NOTE:
I. IT IS THE CONTACTORS RESPONSIBILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING HOUSEWRAP,
SEALANTS 4 SELF -ADHERING FLASHING
MATERIALS USED DURING
CONSTRUCTION.
2. INSTALL ALL MATERIALS PER
MANUFACTURERS WRITTEN
SPECIFICATIONS 4 WARRANTY
REQUIREMENTS.
WARNING: SEALANTS AND SELF ADHERED
FLASHING MAY REACT ADVERSELY IF NOT
COMPATIBLE.
TION NOTE.
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
6" SELF -ADHERING
OVER VINYL HEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING 1" MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
APPLY 3ia" NOM. CONTINUOUS
BEAD OF SEALANT AT JAMBS
AND HEAD or APPLY TO BACK
OF WINDOW NAILING FLANGE IN
LINE W/ PRE -PUNCHED HOLES
OR SLOTS,
SUPER STRETCH
BUTYL FLASHING
STEP 3 L-8" VERT. END
DAMS REQ'D. AT
EACH END OF SILL
0l ul 1
MIN. TEXTURED
EMENTITIOUS COATING
VER BLOCK
J5EWRAP DOWN 8
DIAGONAL CUT 6
HEAD OF WINDOW
" MIN. TEXTURED
I]T
CEMENTITIOU5 COATING
OVER BLOCK
KIN
STEP 4
011L1 u
INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE SILL AND THEN INSTALL THE
SELF -ADHERING STRETCHABLE
FLASHING 4 APPLY SEALANT AT
ENDS OF SILL DAM
INSTALL WINDOW PLC
LEVEL AND SQUARE f
MANUFACTURERS WRIT
INSTRUCTII
APPLY MEMBRANE
FLASHING OVER JOINT
(0" WIDE ADHESIVE
:LEXIBLE FLASHING
:R DRIP CAP JOINT
:TO -WRAP 5T-20XL
%PPROVED EQUAL)
MIN. TEXTURED
EMENTITIOUS COATING
VER FRAME
STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME
(MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS 8")
SIDING LOOK
ORLANDO/TAMPA ORLANDO/TAMPA
S. FLORIDA S. FLORIDA S. FLORIDA
MINIMUM STUCCO THICKNESS
STEP 5
"a 111 v
MIN. TEXTURED
EMENTITIOUS COATING
IVER FRAME
STUCCO OVER FRAME
(MIN. THICKNESS 8")
SIDING LOOK
S. FLORIDA
A R C H IT E C T S
Design
p
1 o U p Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�Nnmm
�
emoeoroog
[SUBDIV. 8c LOT:
OAKLAND
LAKE
(LOT 8)
MO DEL:
1452
XXX00-00
PROJECT#:
02784.000/00008
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
DATE: 6 /12 /18
I SCALE: 1/4"=1'-0"'
SHEET
V V A5