HomeMy WebLinkAboutBUILDING PLAN PAGE 15-28�m Planning Development Services Department
+CCJUNT Building i iDivision
Building Permit #
Owners Name
Applicant:
Product
opening Design
I
Pressures
Product Rated
Ili
Design Pressure
j Manufacturer
Model Number
Product Approval
Number
Glass
lype
Method of Attachment
Windows
+32.37/42.62
i +50/-60 DP
Ply Gem
Series 4712 Flange
FL 14039.1
Non4nnpact
910Wood SW&wwIM&& ffioht jengn to aOQve1-1,d-aMbeamen: Raquin,eanchors: Head(3), Jamb
Mullions
N/A
+/-75 DP
Ply Gem
Series 4700 Flange
FL 15264.2
N/A
US* IgT'mn wah sufrtcicn: I*rVh toa=,x,�ea1Wrvxmm"Iew" Wch2 W n mn, o4a darwm.
Fixed Gass
+29.65/38.87
+/-55 DP
Ply Gem
Series 4701 Flange
FL 14434.1
Non -Impact
s 10 Wad Sczrw wt, zuf laent Ywnugth 1, 01 ve 1.114` ambodman:. Re$ud2d anchors: Hood (3),.Wnb t3)
Mack Glass
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Skylights
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Sliding Glass Doors
+28.74/-42.62
+/-50 DP
Ply Gem
Series 4780
FL 14634.2
Non -impact
311a TapCa wM welch taMjnm acr ova l•1N'ambodmau RaSul!ada CAp a: HOad $I:I ;BI. Jamb tS Earl weWaw.
F
Swing Type Doors
+30.64/-30.64
+67.0/-67.0
ThermaTru
30'za3•Smmc,StarFBmr7aaa
FL5891.5
N/A
ITwTopcm:<•,&"E-a.*,_1111r,Mrclww"..woe Z%Wcl mmm, naa 4%ORe-co-a,�'14•.rze
French Doors
N/A
N/A
N/A
N/A
N/A
N/A
N/A
fGarage Doors
+25.91/-31.39
+36/-42
Clopay
16X7 Model 73W6
FL16546.4
N/A
Jamb to bbaz on vehispmb Vr X 11,9"atin or"Oded Tapwn Max zp"bV of Y11r mw 1'00 zeal*V9W merit
Hurricane Protection
N/A
+401-40
Eastem Meta; supply
24ga Steel Panels
FL 11964.2
N/A
114" Tapoon Anchors, SG Tapcons or 114" x 314". All points Solid -set Anchors.
Roof Ventilation
N/A
Roofing Material
/ /t
�1 VV /'�
N/A
N/A
f
Ta m ko
N/A
FL 18355.1
N/A
6 Holz per ahlnp3e. S3ardem Mee rdoing neg. M1mil shAnks s1OWtl be 12 gavQa wce and minsnuT hed of SM'.
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in
wind loads and forces specified by current code provisions.
Name: JAMES JOSEPH CANTWELL Signature:
Design Prof: ARCHITECT Cert. No. AROO 1267#
These products provide adequate resistance to the
seal
Hate: 06/26/ 18 1 it
I
A R C H I T E C T S
Design
roue 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'UBDIV. 8e LOT:
OAKLAND LAKE
(LOT 9)
MODEL:
1833
XXX00-00
PROJECT#:
2784.000/00009
PAGE:
PRODUCT
APPROVAL
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
5 2cla
/29/18
*,,-JALE: 1/4"=1'—O" 1
eJ or 9
JUL 10 2010
!U'b PQ3 AR VERTICALLY
W/ CCNC. PglRED CELL
(1)7 PREWAR VERTICALLY W/ CONC.
(2b' MN LAP)
POW0.9D CELL (25' MIN LAP)
R-41 NS11L. MIN,
X a' Cm
TEXTURED Ow"IENTICIA COATm
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PBR (ASTM CS2W (TYPJ
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WAAL4 UIF OR I-IMF4IW
6-MIL POLY ETHYLENE VAPOR
DARNER ON WELL -COMPACTED
rF(:2YlbRE5ARONCWAM
ON 6-MIL POLY ETiiYLEl6=
VAPOR ON
CLEAN TER MITE TREATED RLL
MIRACtIM
CLEAN
PILL
TEDAR
TREATIED ILL'RECESS
4.W1.L-f
NCATED
m I�-D, f7) b RED.AIR ON CHAIN!
1—STORY FOOTING
1—STORY FOOTING
W BLOCK
4 AT SAG_
1
WALL DET'OND
UALL DEYOND
3/4' ICCM FOR
PAVERS GARAON DOOR
3 V)'cxcC IEPA B)N6'
allow" IFORFSw"NAN
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CLEAN M"M TRIAUD FILL
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a a " 3 LWCOW. FEW. W/ 6'1e6'
� " WL4x UA WIF OR PIDERI'EaH CN
a
_ —
PAVER — 6-MIL POLY STUYLENE VAPOR
R BARRIER ON YELL -COMPACTED
r 6-MIL POLY ERNYLENE VAPOR
DARNER ON LLELL-COMPACTED
RA
CLEAN TERMITE TREATED FILL
a, CLEAN TERMITE TREAIM FILL
• C44AIRS
DEYOND
L ' 4' 6' RECE60 FOR PAVER&
(U'b N2.AR ON CHAIR&
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UNDER PAVERS
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GARAGE STEP—UP
NON —BEARING
GARAGE DOOR FOOTING
PAVER RECESS
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9 � ENTRY
®' VARIES 8'
BEE MANI P. PRODUCT DETAILS
FOR REOWRED SIZE AND Dom
3' 3.
OF RECESS FOR GAD. TRACK
a &
"
w VARIES
FLASH FLOOR
(I) 09 P EDAR BET IN SIMPSON HIGH
�+ " STINVIO H EPow 6' ENDED. MIN.
(2) % IEDAR • I -STORY
<3) RF PREWAR • 2-STORY
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A R C H I T E C T S
6
Design
GrouEr��.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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'VSDIV. LIB/T:
OAKLAND LAKE
(LOT 9)
MODELS
1833
Xrx00-00
PROJECT#:
2784.000 00009
PAGE:
FOUNDATION
DETAILS
160 MPH EXP. C
ARCHrrECT-.
STATE OF FLORIDA
m
<0Je
DATER 8/7/18
SCE: 114"=1'-0"
sHEED
SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE:
X-BRACING REQUIREMENTS SKIM AS NEEDED SHIM AS NEEDED
OVER "3FELT PARR (OR APPROVED EQUAL) -ENGINEERED t0 PLUMB JAMB. TO PLUMB JAMB.
INSTALLED PER SECTION R905 OF THE FBGR GABLE ROOF TRUSS ❑ DO NOT EXCEED' DO NOT EXCEED #' 6TH EDITION l2011) 8' CMU BLOCK 8' CMU BLOCK
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES}' N. DRYWALL WINDOW/DOOR JAMB
11
AT FIRST (2) BAYS F-I
is DRYWALL
METHOD PER 'NAILING SCHEDULE" (4'-O' O.C. a SWEAT14ING SEAMS) P.T. Ix4 or B'x4' MIN. Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB eLOCIaIN� Ix4 or Ix2 P.T. NAILER ING FASTENER-—]
(SEE WMDdWD00R Ja'� eLOCGINGMETAL DRIP FAsrENER scuEouLE FOR ATTAGahIErlT DOOR CASING FASTENER 604ECULE FOR ATTACH ENrPOOR CASING )�BK
SCHEDULE
1x6 SUB-B STIIFBACK AT ALL UPRIGHTS
VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW SECURE 2nd 2x to STRUCTURAL
OVER 4'-10' HIGH OOR JAMB /WINDOW
TEXTURED CEMENTITIOUS COATING MIN (ATTACHED TO BLOCKING MEMBER w/ l2112d NAILS 8' FROM
(AS PER TRUSS ENGINEERING)71� (ATTACHED TO BLOCKING
(PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and a 18' O.G. MAX PER MFR'S SPECIFICATIONS) P.T. Ix4 or J'x4' MIN:
EXPANDED METAL LATH, OVER APPROVED CURE P.T. 2x8 TO BLOCK w/' x 9' SECURE THRU FRAME INTO BLOCK w/
2-LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOR BOLT w/ 2' WASHER SET IN (I)' TAPCON (MIN. EMBEDMENT I1)
WALL SHEATHING !TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y4 or A4 WINDOW TO BLOCK (+3") 8' FROM EACH END and a IS' O.C. MAX
METHOD PER 'NAILING SCHEDULE') (6' MIN. EMBEDMENT a 32' O.C. Max) DOOR JAMB TO BLOCK (+3/or
SECURE GABLE TO 2x8 P.T. PLATE 4" or +5/4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and
w/ 12d NAILS a 8' O.C. MAX— 4A : I'•I' ®" 4E SCALE: r.I-m" a 18' MIN. SHANK SIRE .145
7B T. 2x4 RAT -RUN ATTACHED TO EACH MIN. PEAL)
SIZE 00
TRUSS w/ (2)12d NAILS
PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE:
J' TEXTURED CEMENTITIOUS T or 10-0" O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4:
CED
COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. t0 PLUMB JAMB. SECURE t0 BLOCK w/ (1) is TAPCON
C926) OVER (R-VALUE PER ENERGY CALCS) ❑ DO NOT EXCEED ' 11 DO NOT EXCEED #' (MIN. EMBEDMENT 14') 8' FROM EACH
'GYPSUM BOARD OR is HIGH STRENGTH 8' CMU BLOCK 8' CMU BLOCK END and a 18' O.C. MAX
CEILING BOARD' DRYWALL DRYWALL or
BLOCK WALL SECTION — GABLE ROOF C. FILLED U-BLOCK w/ (1) S P.T. 2x (1) DRIVE PIN, 8" FROM EACH END and
1
cSEE WROMDOOR Jape ELoaaNr= Ix4 or Ix2 P.T. NAILER (SEE WINDOWDOOR P.T. Ix4 or 'x4' MIN. Ix4 or Ix2 P.T. NAILER a 18' O.G. MAX srr�t E STORY SCALE: 3/4"■I'-®' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE JAAeI 15LO W2 058 (4' WIDE MIN.) MIN. SHANK SIZE .145
DOOR CASING MIN. HEAP SIZE 300
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I is
SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW
PER MFR'S SPECIFICATIONS FA[-W mo anti a IN OC MAk (4TTAr_Ll;:r) TO FU OrXlNP,
OVER 030 FELL PAPER (OR APPROVED EQUAL)
PER MFR'S SPECIFICATIONS) P.T. 2x6: MKI
INSTALLED PER SECTION RWa OF THE FBCR, rr NOTE: SECURE TO BLOCK w/ (2) t TAPCONS
6T4 EDITION (2011) WINDOW TO BLOCK (+1 72) STRUCTURAL 2x MUST BE ON OUTSIDE t SECURE[) (MIN. EMBEDMENT 149 8' FROM EACH
OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1") THROUGH NON-STRUCTURAL MEMBER (Ix or a, OSB) END and a 18' O.G. MAX
METHOD PER 'NAILING SCHEDULE' 48 , I,,i, m, w/TAPCON MIN. 1 #' EMBEDMENT INTO BLOCK or
-ENGINEERED ROOF TRUSS
(2) DRIVE PINS, 8' FROM EACH END and
a 18' O.G. MAX
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 716") MIN. SHANK SIZE .145
(PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. HEAD SIZE 3W
SHIM AS NEEDED 4F MIN. EMBEDMENT 140
METAL DRIP E
TO PLUMB JAMB.
' GYPSUM BOARD OR }' HIGH ❑ DO NOT EXCEED'
P.t.2x8:
1x6 SUB-B STRENGTH CEILING BOARD 8, CMU BLOCK SECURE TO BLOCK w/ (2) a' TAPCONS
VENTED C. FILLED U-BLOCK w/ DRYWALL NOTE: (MIN. EMBEDMENT I ') 8' FROM EACH
Jq ALUMINUM 50FFIt (I) �5 CONTINUOUS REBAR P.T. 2x R PLAN Ix4 or Ix2 P.T.NAILER SHIM AS NEEDED END and a 18' O.C. MAX
CAST LINTEL SEE �' Jape EILOCKINCs
FASTENER SCHEDULE FOR ATTACHMENT a' 058 (4' WIDE MIN.) t0 PLUMB JAMB. or
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DO NOT EXCEED (2) DRIVE PINS, 8' FROM EACH END and
ATTACHMENT PER MFR PER PLAN) (ATTADOOR JAMB /WINDOW DOOR CASING ❑ � a 18' O.C. MAX
SPECIFICATION PER MFR'SSPECIFICATIOND ToI NG 8' CMU BLOCK MIN. SHANK SIZE .145
J' DRYWALL MIN. HEAD SIZE 3oo
NOTE: P.T. Ix4 or x4 MIN. Ix4 or Ix2 P.T. NAILER
MIN. EMBEDMENT I
or
ALL INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED (SEE WNDOW DOOR JAMB BLO�6 P.T. Ix (4' WIDE MIND
FASTEIER SCHEDULE FOR ArTACFR (ENT
(R-VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or �' 058) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4:
PRECAST OR POURED IN w/' TAPCON MIN. I' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1)' TAPCON
PLACE SILL (PER BLD 'GYPSUM WALL BOARD EAC4 END and a 18' O.G. MAX !ATTACHED to BLOCKING (MIN. EMBEDMENT 149 8' FROM EACH
' TEXTURED CEMENTITIOUS —(1) S REBAR VERTICALLY IN WINDOW TO BLOCK +l 1%6") PER MFR'S SPECIFICATIONS) END and a IB' O.C. MAX
COATING MIN. (PER ASTM CONC. POURED CELL
C926) OVER (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 151s") NOTE. (1) DRIVE PIN, 8' FROM EACH END and
8' STRUCTURAL 2x MUST BE ON OUTSIDE < SECURED
P.T. FURRING STRIPS a 16 O.G. 4C SCALE: I'.r-O' THROUGH NON-STRUCTURAL MEMBER (Ix or a, 055) a 18' O.C. MAX
MIN. SHANK SIZE .145
w/ 4' TAPCON MIN. 1 #' EMBEDMENT INTO BLOCK MIN HEAP SIZE 300
D BASE MIN. EMBEDMENT 141
d ° NO:
AS NEEDED WINDOW TO BLOCK (+3 3/161))
tla
TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 71631
) P.T. (2) 2xb: BE
oNCRETE SLAB ❑ DO NOT EXCEED ' 4G SCALE: I'•T-O' SECURE TO BLOCK w/ (2) 4' TAPCONS
(SEE FOUNDATION PLAN FOR SIZE
(MIN. EMBEDMENT 14,) 8" FROM EACH
4 . . AND REINFORCEMENT) 8' CMU BLOCK END and a 18' O.G. MAX
XTERIOR WALL FOOTING' DRYWALL or
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER UPLIFT UP TO 1,115 Ib f2) DRIVE PINS, 8' FROM EACH END and
�10���WAII SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDO DOOR JAM BL00043 SIMPSON WT620 w/ (10)10d NAILS TO TRUSS ta 18' O.C. MAX
FASTENER SCHEDULE FOR ATTACWM T P.T. Ix l4 WIDE MIN) (4) # X2 # TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145
SCALE: a/4'.T-m" DOOR CASING for EQUIVALENT INSTALLED PER MFR'S SPECS TRUS$ DOOR JAMB / WINDOW MIN. HEAD SIZE 300
!ATTACHED TO BLOCKING FEONTINUOUS BOND MIN. EMBEDMENT 1 #'
BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR J' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2350 lb
l2) SIMPSON HTS20 EACH SIDE OF TRUSS w/ BEAM
BOARD fR-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS < (4) #'X2 #' TAPCONS
STRUCTURAL 2x MUST BE ON OUTSIDE < SECURED INTO BOND BEAM P.T. (2) 2x8:
THROUGH NON-STRUCTURAL MEMBER (Ix or is 058) for EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) #' TAPCONS
w/' TAPCON MIN. I' EMBEDMENT INTO BLOCK
(MIN EMBEDMENT 149 8' FROM EACH
END and a 18' O.C. MAX
TAPGONS MIN. or
OPENINGS 22' x MOW MIN. 2" COVER (2) DRIVE PINS, 6' FROM EACH ENE) and
D CASING AT SIDE WINDOW TO BLOCK (+2 )
ESS 2' APART a 18' O.C. Max
ATTIC ACC
3 AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 Y) MIN. SHANK SIZE .145
WOOD CASING s GYP. 4D TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300
BOARD (TYP) SCALE: r=r-a' S SCALE. NTs. MIN. EMBEDMENT I is
A R C H I T E C T S
1441 N. HONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�IIIIIIIIII
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8U'HDN 7LAKE
OAKLAND(LOT
MODEL:
1833
XXX00-00
PROJECT#:
2784.000/00009
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
163 MPH EXP. C
AFtCHrMCT:
STATE OF FLOFN
FDA ': q/7/18
89(ALE: 1/4"=1'-0"
2
e
bl
NAILING) SCHEDULE
ROOF DIAPHRAGM - ASPHALT SHINGLE
Y*' O.S.B. or 1 ' COX PLYWOOD - 8d RING SHANK GUN NAILS s 4' O.C. 0 SUPPORTED PANEL
EDGES AND Sd RING SHANK GUN NAILS im 6' O.G. ® INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 0 4' O.C. EDGEWISE.
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END.
ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL
V CDX EXTERIOR PLYWOOD or rs/v' APA-RATED OS.B. (AS PER MANUFACTURER'S
INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4' O.C. * SUPPORTED PANEL
EDGES AND 8d RING SHANK GUN NAILS a 6' O.C. 0 INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE Sol RING SHANK GUN NAILS a 4' O.C. EDGEWISE.
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END.
EXTERIOR WALL SHEATHING
Y*' O.S.B. or �' PLYWOOD or i*' ZIP BOARD SYSTEM - sd RING SHANK GUN NAILS a 4' O.C. 0
PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 8d RING
SHANK GUN NAILS 9 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM
ANY MANUFACTURER.
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DIAMETER
TENSILE STRENGTH
SHANK
Sd
ROUND, MODIFIED OR T
2 %1
.131
110000
RING
(16-20 RINGS
PER INCH)
Sd RING SHANK GUN NAILS 6 4' O.G.
TOP 4 BOTTOM EDGES
TYPICAL EXTERIOR SHEATHING ATTACHMENT
FOR WALL SHEATHING
(OS.B. TO BE STRUCTURAL GRADE)
t
9
u
w
1:4
INA
NOTE:
P
P
P
P
PP
TOP CHORD BLOCKING a 4'
O.G. MAX IN FIRST (2) FRAMING
SPACES 6 EACH
PRE-ENGINEERED TRUSS
or RAFTS
ROOF SHEATHING LAYOUT AND ENDWALL
BRACING FOR GABLE END FRAMING
C 8d RING SHANK GUN
NAILS s 6' O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
(OS.B. TO BE STRUCTURAL GRADE)
C8d RING SHANK GUN NAILS a 12'
O.C. IN FIELD
or
8d x 3' SCREW SHANK BALLISTIC
ELECTRO GALVANIZED STRIP
NAILS + 12' OZ. IN FIELD
UNTHREADED SHANK TO EXTEND
BEYOND THICKNESS OF
SUB -FLOOR SHEATHING
TYP. 3/4' T$G SUB -FLOOR DECKING GLUED
TO ALL EXPOSED MEMBERS
DIAGONAL BRACE ® CENTER OF TRUSS SPAN or
HIGHEST RIDGE.
DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR
GREATER (REFER TO TRUSS ENGINEERING FOR
ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT)
0-0' - 30'-0' USE (1) X-BRACE
30'-1' - 60'-0' USE (3) X-BRACE
(U X-BRACE * CENTER 4 (2) BRACES
DIVIDED EQUALLY FROM CENTER TO END
STIFFBACK AT ALL UPRIGHTS
OVER 4'-10' HIGH
(AS PER TRUSS ENGINEERING
PLASTIC OR METAL
WEEP SCREED -
SHOWN w/ CMU (FRAME CONDITION
SAME X-BRACING REQUIREMENTS)
(D�LlX-BRACING
SCALE: 3/4'-I'-V
TOP PLATES w/ 16d COMMON NAILS
2-ROWS, STAGGERED
NOTE:
DO NOT SPLICE TOP PLATES WITHIN 6'-0'
OF ENDS OF WOOD STRUCTURAL PANEL
SHEAR WALLS.
THIS DETAIL APPLIES AT ALL EXTERIOR
WALLS AND INTERIOR SHEAR WALLS.
TOP PLATE SPLICE DETAIL
3 SCALE:3/4'-1 &
GABLE TRUSS
2x4 BLOCKING BETWEEN
TRUSSES AT FIRST (2) BAYS
(4'-0' O.C. 0 SHEATHING SEAMS)
(2) 2x4 SYP n DIAGONAL BRACE w/ (3)
12d NAILS o EACH TRUSS (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
CONT. 2x4 RAT -RUN ATTACHED TO EACH
TRUSS w/ (2)12d NAILS
INSTALLED a MID -POINT OF TRUSS SPAN
or 10-0' O.C. MAX
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.abdesigngrotip.com
AA #: 0003325
E
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sv'HDI'V. & LOT:
OAKLAND LAKE
(LOT 9)
MODELA
1833
XXX00—DO
PROJECT*:
2784.000 00009
PAGE:
SECTIONS/
DETAILS
160 MPH EXF. C
ARCHri ECT
STATE OF FLOFUDA
6/7/ia
1 INCALE: 1/4"=1'—O" 1
9HEE�
VTCR or
(1) ® EA
1' O.C. M.
TYPICAL VALLEY TRUSS CONNECTION
SCALE. 3/4'=I'-O'
/-"`lE-ENGINEERED TRUSS
r GYPSUM BOARD OR
j' HIGH STRENGTH CEILING
BOARD
2x TOP PLATE
GYPSUM WALL BOARD
2x WOODS STUDS a 24' O.G.
(SIZE PER PLAN)
-SECURE BOTTOM PLATE TO
SLAB w/ 10d MASONRY
NAILS 6 32' O.C. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
INTERIOR NON -BEARING WALL
SCALE: 3/4'4-0
-FRE-ENGINEERED TRUSS
' GYPSUM BOARD OR
i' HIGH STRENGTH CEILING
BOARD
3 V TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
or 24' O.C. MAX)
' GYPSUM WALL BOARD
%B' METAL STUDS (25 GAUGE)
24' O.0 w/ FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE 0 12' O.C.
%' BOTTOM CHANNEL (25
SECURE 2x4 FLAT TO
GAUGE)
GAUGE) BOTTOM CHANNEL TO
BLOCK w/ CUT NAILS
SLAB w/ 10d x P MIN. MASONRY
NAIL w/ WASHER ID O.C. MAX
0 0 M
CRETE SLAB
ISEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
a
a
CURE 2x6 MIN. t0 BLOCK w/
NOTE:
(2)V x 9' ANCHOR BOLTS w/ 2'
B WASHER SET IN SIMPSON or USP
STUD GAUGE
MANUFACTURER
IS HEIGHT SPECIFIC. CONSULT
HIGH STRENGTH EPDXY
w/ ON STUD HEIGHT LIMITS.
(MIN. 6' EMBEDMENT)
NON -BEARING WALL
C7Br-,%�INTERIOR
SETAE,T"
SCALE: 3/4'.r-o'
—SECURE 2x6 MIN. TO BLOCK w/
(3)V x 9' ANCHOR BOLTS w/ 2'
WASHER SET IN SIMPSON or USP
HIGH STRENGTH EPDXY (MIN. 6'
EMBEDMENT)
GARAGE DOOR BUCK ATTACHMENT
SCALE: 3/4'=r-V
J' TEXTURED CEMENTITIOUS
COATING MIN. (PER ASTM
C926) OVER CMU
GALVANIZED STEEL TRACK BRACKETS
(BY OTHERS - INSTALLED TO 2x6 F.T. BUCKS
PER MANUFACTURER'S SPECIFICATIONS)
B SECTION
SCALE: N.TS.
(1) IEBAR VERTICALLY IN CONC. POURED
CELL (SIZE AND LOCATION PER PLAN)
•
,—WEATHER STRIP MOLDING AROUND DOOR
/ (PER MANUFACTUEER'S SPECIFICATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)X' x 9' ANCHOR BOLTS w/ 2'
WASHER SET IN SIMPSON 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 IT EC T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
1
�"IIIIIIII
�v000vvvvo�
r
U33DM 7,)LAKE
OAKLAND(LOT
MODEL:
1833
XXx00-00
PROJECT*:
2784.000 00009
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHrMCT:
STATE OF FLOFIDA
DATE: '93/7/18
SCALE: 1/4"=11— 0"
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED
TO LATH o 9" O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ %a" LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE 5LACED
a I" O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4
NOTE:
1. FA5TENER5 FOR LATH TO BE NAILS OR
STAPLES IN COMPLIANCE W/ A5TM CIO(
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 FLASH 1—
APPROX. 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADPE51VE DIRECTLY
TO 055 AROUND PENETRATION
OR LE55 PIPE PENETRATION
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH 1 IN HALF
(LENGTH W15E WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLASH I
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH I TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBC R103,11
EXTERIOR LATHING AND PLASTERING
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
TO
a" THICK, 3 COAT CEMENT
PLASTER
WRB LAYER'2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
@I" (VERT,) O.C. MAX AT SUPPORTS
WRB LAYER'1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
PROTECTED FLASH TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6' TO 8" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
OK_,_--jYPE
"M" CONTROL JOINT
SCALE: NSS.
NOTE: APPLY SEALANT AT "M" CONTROL
JOINT END TO END CONDITIONS
//TUSE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH I TO THE SHEATHING, MAKING SURE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
\ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
TAKE SECOND PIECE OF FORM
FLASH 1 AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
STEP 1 STEP 2 SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRESSED DOWN TIGHT TO THE
PIPE AND SHEATHING.
INSTALL FA5TENER5
(CLIPS, STRAPS, STAPLES)
AS REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
3PIPE PENETRATION DETAIL
SCALE, rLTs.
SECTION
TAPE WRB LAYER '1,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WRB LAYER'2, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH 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:
511DE LAPS OF METAL PLASTER BASES
SHALL BE SECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE
AT INTERVALS NOT MORE THAN 9"
(229-MM). AS PER A5TM CIm63 1.8.1.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL 4 STICK
WOOD STU
5HEATHI
WRB 01 TAPED T
SHEATHING uw/ WI
'2 OVER TOP. Wf
02 TO BE LAPPE_
VERTICALLY 6" MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE I"
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
FORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
PAPER LAP
2 SCALE: N.TS.
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP 51DING (PER BUILDER)
WEEP SCREED
MINIMUM CLEARANCE
(PER MANUR SPECS)
5"X7" CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
"L" FLASHING
4 SCALE: NrsNTs-
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6" VERTICAL LAPS (ROLL ENDS) 8
6" 6 HORIZONTAL LAPS.
LATH VERTICAL
LAP TO BE I°
METAL LATH
TAPE WRB LAYER
01, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
STUCCO
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER'2, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER #I,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
SHEATHING
LEGEND
a �� I DRAINAGE PLANE
J' (WRB LAYER 01,
f 5TUCCOWRAP OR
APPROVED EQUAL)
WRB LAYER*2
z (FORTIFIBER
BUILDING PAPER OR
APPROVED EQUAL)
METAL LATH X X X X
STUCCO_
WOOD SHEATHING
5ELF-ADHE5IVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / A5TM C-841-09,
MIN, 2.5 L55. PER 5Q. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET SPECIFICATIONS)
WRB: WATER RESISTIVE BARRIER
A R C H I T E C T S
/Design
Gro u p-inc.
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 9)
MODEL:
1833
moo—oo
PROJECT#:
2784.000/00009
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
(ARCHrrEC
STATE OF FLORIDA
JUL 4 5
DAT ii 6/29/18
SC :1/4"=1'-0"
SHE�E��T�
VV AI
JUL 10 201
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS t0 BE WIRE TIED
TO LATH a 9" O.G. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ %s' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
i' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
el" (VERT.) O.C. MAX AT SUPPORTS
WRB LAYER 1, STUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
FASTENERS TO BE SPACED —' 61 TO a, "P mist 6' TO a, PROTECTED FLASH TAPE
1' O.C. MAX VERTICALLY MIK MIN
BEHIND CONTROL JOINT
LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED
CONTROL JOINTS BUT SHALL BE STOPPED AND —�� FLAT MAX. 6" TO 8' FROM CONTROL
TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS
7 ON STRUCTURAL STUD
NOTE:
1. FASTENERS FOR LATH TO BE NAILS OR
STAPLES IN COMPLIANCE W/ ASTM C1063
2. WIRE TIES TO BE (NO.18) 0.0415' WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLASH I
APPROX. 611 LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY
TO 055 AROUND PENETRATION
I' OR LE55 PIPE PENETRATION
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH 1 IN HALF
(LENGTH WISE WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO POEM FLASH 1
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH I TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBC R103.1.1
EXTERIOR LATHING AND PLASTERING
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
�1r�i 1
INSTALL FASTENERS
(CLIPS, STRAPS, STAPLES)
AS REQUIRED t0 SECURE
PIPE/ WIRE TO FRAMING
3 a PIPEPENETRATION DETAIL
1TYPE "M" CONTROL JOINT
NOTE: APPLY SEALANT At 'M' CONTROL
JOINT END TOEND CONDITIONS
USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH i TO THE SHEATHING, MAKING SURE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
airs rw
SECTION
TAKE SECOND PIECE OF FORM
FLASH I AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRE55ED DOWN TIGHT TO THE
PIPE AND SHEATHING.
TAPE WRB LAYER "l,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WRB LAYER "2, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH I
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO SHEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055 AROUND
PENETRATION
ELASTOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYP WALL SECTION)
NOTE:
SIDE LAPS OF METAL PLASTER BASES
SHALL BE SECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE
AT INTERVALS NOT MORE THAN 911
(229-MM). AS PER A5TM CI063 Q.S.I.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL 4 STICK
WOOD STU
5HEATHI
WRB *1 TAPED T
SHEATHING w/ WI
02 OVER TOP. WP
02 TO BE LAPPE_
VERTICALLY 6" MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE I'
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
SIDING
FORTIFIBER BUILDING
PAPER (OR
APPROVED EQUAL)
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP SIDING (PER BUILDER)
MINIMUM LAP (PER MANUF. SPECS)
WEEP 5GREED
STARTER STRIP (PER MANUF. SPECS)
MINIMUM CLEARANCE
(PER MANUF. SPECS)
5'Xl' CONTINUOUS GALV- METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
59 4L" rFLASHING
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) E
6' HORIZONTAL LAPS.
LATH VERTICAL
LAP TO BE 1'
METAL LATH
TAPE WRB LAYER
1, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
t0 SHEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
.s
STUCCO
8' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIP15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER *I,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
SHEATHING
LEGEND
DRAINAGE PLANE
(WRB LAYER 1,
STUCCCWRAP OR
APPROVED EQUAL)
WRB LAYER "2
(FORTIFIBER
BUILDING PAPER OR
APPROVED EQUAL)
METAL LATH X X X X
STUCCO
WOOD SHEATHING l
5ELF-ADHESIVE
FLASHING
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)
WRB: WATER RESISTIVE BARRIER
A R C H IT E C T S
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
FAA
1
��e00000000�
SUBDrv. ee LOT:
OAKLAND LAKE
(LOT 9)
MODEL
1833
MOO-00
PROJECT#:
2784.000 00009
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
004
ARCHITECT;
STATE OF FLOM
8/7 /18
124"=1' - 0"
rim
' THICK, 3 COAT
CEMENT PLASTER
STEP FLASHING
OVERLAPS KICKOUT
DIVERTER I' MIN.
NN
STEP
FELT UNDERLAYMENT
SHINGLE ROOFING
DRIP EDGE: OVERLAP 3',
EXTEND 1/2' BELOW
SHEATHING, MECHANICALLY
FASTEN 4" O.C. MAX.
NOTE:
INSTALL KICKOUT FLASHING
At BOTTOM OF ROOF 4 WALL
INTERSECTIONS
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WRB LAYER #I, 5TUCCOWRAP (OR APPROVED
EQUAL) TAPED DIRECTLY t0 SHEATHING
LAP LAYERS OF BUILDING WRAP OVER
NAILING FLANGE, STOP WRB APPROX.
1 �" ABOVE SHINGLES
SELF -ADHERING FLASHING
DRYFLEKT KICKOUT DIVERTER
5 KICKOUT DETAIL
KTA
"~Y" "^ "'.ECEIVE I COAL OF SHER-CRETE
;ONCRETE WATERPROOFER or
AAT PRIOR TO ELEC. METER
ON
APPLY SEALANT AT TOP 4
51DES OF ELEC. METER BOX
AFTER STUCCO INSTALLATION
ELECTRICAL CONDUIT
8 PENETRATION
eceu.E= N.ra.
(PER 3/WAI)
ELEC. METER FIELD VERIFY
LOCATION
ELEC. METER FIELD VERIFY LOCATI
SEALANT ON TOP 4 SIDES ON
CAVITY TO BE FILLED WITH RIGID
POLYMERIC ISOCYANATE-POLYBLEND
FOAM ('GREAT STUFF' OR SIMILAR)
'—FLASH OPENING WITH PROTECTO FORM FLASH I
SELF ADHERING FLASHING PER FLASHING
METHOD AS DESCRIBED IN DETAIL 3 OF WAI
'PIPE PENETRATION DETAIL'
APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN
OR METER CAN COMBO OR METER CAN AND DISCONNECT
WRB LAYER 1, 5TUCCOWRAP (OR APPROVED
EQUAL)
WOOD SHEATHING
VENT CAP IS t0 BE SET IN CONTINUOUS BED OF
SEALANT.
ONE-PEICE HOODED VENT ATTACHED PER MANUF.
SPECIFICATIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO ON ALL
SIDES,y' SEALANT s JOINTS ALL AROUND
' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
DRYER VENT (FRAME}
V A SCALE: N.T.S.
TRUCTION
SHEATHING
WOOD FRAMED
WALL
BUILDING PAPER
OVER 'QUICK FLASH'
PIPE THROUGH WALL.
BUILDING PAPER
UNDER 'QUICK FLASH'
WOOD SHEATH
WRB LAYER #I,
STUCCOWRAP (OR
APPROVED EQUAL)
WRB LAYER 02, WOOD.
FORTIF15ER CONSTRUCTION
BUILDING PAPER (OR 8" CMU-
APPROVED EQUAL)
$' THICK, 3 COAT CEMENT #
PLASTER
Y8" TO 1/8' MID -WALL
WEEP SCREED
6' SELF -ADHERING FLASHING
A VENT PENETRATION
HORIZONTAL WEEP SCREED HORIZO
( FRAME TO FRAME) '7B SCALE: N.TB_
SCALE: NTB.
TEXTURED CEMENTITIOUS
COATING
PREMANUF. DRYER VENT CAP
(SET IN CONT. SEALANT)
SEALANT m ALL SIDES
DRYER VENT (BLOCK)
V D BC/iLE, N?S.
PER FBC R103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
COMPLY WITH THE APPLICATION REQUIREMENTS OF
ASTM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH ASTM C 1063-12A
—WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
—METAL LATH
=1/8' TEXTURED FINISH tv WOOD
—FASTEN TO WOOD STRUCTURAL
MEMBER m 1' O.G. MAX
%g' TO V MID -WALL
WEEP SCREED
—6' WIDE STRIP SELF
ADHERING FLASHING, CLEAN
MASONRY BEFORE APPLYING
TEXTURED FINISH tv MASONRY
CTAL WEEP SCREE
FRAME TO BLOCK
NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS
CUT ENOUGH PROTECTO FORM
FLASH I PIECES t0 COVER BOX 4'
PAST EACH SIDE. STARTING AT THE
BOTTOM OF THE BOX, REMOVE
RELEASE LINER AND APPLY
PROTECTO FORM FLASH 1 IN A
SINGLE FASHION TO COMPLETELY
COVER THE BOX.
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
PROTECTO FORM FLASH I
SELF ADHERING FLASHING
APPLY 60 MIN GRADE 'D' FELT
OVER SELF -ADHERING FLASHING
OVER APROVED HOU5EWRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
STEP 1
{,` msffl
NOTE: ATTACH PER
MANUF. SPECIFICATIONS
MAKE AN 'X" CUT THROUGH
THE PROTECTO FORM FLASH 1
IN THE CENTER OF THE BOX
OR OUTLET OPENING
EXTENDING TO NO CLOSER
THAN 1' TO CORNER
APPLY E-Z BEAD —
(OR APPROVED EQUAL)
OVER 60 MIN GRADE 'D'
FELT -PROVIDE SEALANT
At ALL JOINTS AND
INTERSECTIONS
STEP 2
•. .•
. ..
.. .
.
..
..
STEP 5
LEGEND
DRAINAGE PLANE
(WRB LAYER #I, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER *2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO L a q
WOOD SHEATHING F;
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM
C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
PUSH THE PROTECTO FORM
FLASH I INTO THE OPENING
AND ADHERE TO THE
INTERIOR OF THE BOX.
ELASTOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.Y. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
EXTERIOR
ELECTRICAL RECEPTACLE
9 W." KM (S"Is
STEP 3
STEP 6
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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OAKLAND LAKE
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1833
xXX00-00
PROJECT:
2784.000/00008
PAGE:
WALL
ASSEMBLY
DETAILS
180 MPH EXP. C
ARCHITECT:
STATE OF FLOEN
D ►TE: 8/7/1
sCALE: 1/4"=1'-0"
SHEET
WA2
WOOD 5HEATHING
WOOD CON5TRUCTION
%4" HAT CHANNEL W/ V
TYPE "X" DRYWALL
WOOD 5HEATHING
WRB LAYER #I,
5TUCCOWRAP (OR
APPROVED EQUAL)
8" THICK, 3 COAT —
CEMENT PLA5TER
WRB LAYER #I,
5TUCCOWRAP
(OR APPROVED EQUAL)\
AMICO AM66-WFWC--180
CUSTOM CA51NG BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
5EAL GAP
WRB LAYER 11, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, POIRTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT CEMENT
PLA5TER
AM66-WFWC-180 CUSTOM CASING
BEAD (OR APPROVED EQUAL)
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
<<} PAPER (OR APPROVED EQUAL)
IILi (o' SELF-ADHEREING FLASHING
1 WRAPPED @ CORNER OF CANTILEVER
AMIGO AM(o(o-WFWC-180 CU5TOM
CA51NG BEAD (OR APPROVED EQUAL)
(W/OPT. WEEP5)
CASING BEAD DETAIL @ CANT.
LEGEND
DRAINAGE PLANE
(WRB LAVER #I, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER 12
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO 4�
WOOD SHEATHING
5ELF-ADHE5IVE FLA5HING
VINYL (OR APPROVED -
EQUAL) CA51NG BEAD
5/5" TYPE "X" DRYWALL
W/TEXTURED 8 PAINTED FIN15H
$" THICK, 3 COAT CEMENT
PLA5TER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
NOTE:
METAL LATH: LATH TO BE
PER FBC R103.1.1 / A5TM
C-841-09, MIN. 2.5 L55. PER
5Q. YARD (UTILITY OR
NOMINAL LATH DOE5 NOT
MEET 5PECIFICATION5)
WOOD CONSTRUCTION
WEATHER RE516TIVE
BARRIER #1
WEATHER RE515TIVE
BARRIER #2
s" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL)
4" POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(5HOWN FOR CLARIFICATION OF
5EPARATE ACCE55ORIE5 ONLY)
31AII-M49IP EDGE INSTALLATION
:KTS.
2x FRAMING MEMBER
$" THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FA5TENED TO
SHEATHING @ I' O.C. MAX.
WRB LAYER *11 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
12A CORNER BEAD @ FRAME
CORNER BEAD
(FA5TENER 8 SPACING 6 7" O.C.)
CMU
V THICK, 3 COAT CEMENT PLA5TER
APPLIED DIRECTLY TO CONCRETE
MASONRY UNIT
CORNER BEAD @ BLOCK
12B SCALE: N.T.S.
A R C H I T E C T S
1441 K. KUIVNLU MG UMIV OLVU.
LONGWOOD, FL 32750
PH: 407-774-6075
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JUL 0
DAT : 6/29/18
8 ' LE: 1/4"=1'-O"
V V A3
JUL 10 2018
WOOD SHEATHING
WOOD CONSTRUCTION
%' HAT CHANNEL W/ V
TYPE 'X' DRYWALL
WOOD SHEATHING
WRB LAYER #I, -
STUCCOWRAP (OR
APPROVED EQUAL)
J' THICK, 3 COAT —
CEMENT PLASTER
WRB LAYER 1,
5TUCCOWRAP
(OR APPROVED EQUAL)
AMICO AM66-WFWC-180
CUSTOM CASING BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GA
WRB LAYER *1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
J' THICK, 3 COAT CEMENT
PLASTER
AM66-WFWC-180 CUSTOM GA51NG
BEAD (OR APPROVED EQUAL)
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
6' SELF-ADHEREING FLASHING
WRAPPED a CORNER OF CANTILEVER
AMIGO AM66-WF-WC-180 CUSTOM
CA51NG BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
'CASING BEAD DETAIL @ CANT.
1 Vri soci KT&
FINISH LAYER (2 LAYER
PEEL 4 STICK)
6' PEEL 4 STICK 9 DRIP
EDGE TO DECK
1 VXI Y4' P.T. OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
WATER PROOFING lot LAYER (2 LAYER
PEEL 4 STICK) WRAPPED FROM
BALCONY DECK TO CANTILEVER
6' PEEL 4 STICKS DRIP EDGE TO DECK
5UB FLOOR
FULL SHEETS OF PEEL 4 STICK
I )?XI 3/4' P.T. OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
Y' GAP FOR BACKER
ROD 4 SEALANT
J' THICK, 3 COAT CEMENT
PLASTER
VINYL
(OR APPROVED
EQUAL)
CASING
BEAD
VINYL
(OR APPROVED
EQUAL)
BEAD
VINYL (OR APPROVED
EQUAL)
CASING
BEAD
LEGEND
DRAINAGE PLANE
(WRB LAYER M, STUCCOWRAP
OR APPROVED EQUAL
WRB LAYER 02
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO
d
WOOD SHEATHING
5ELF-ADHESIVE FLASHING
VINYL (OR APPROVED
EQUAL) CASING BEAD
5/6' TYPE "X' DRYWALL
W/TEXTURED 4 PAINTED FINISH
" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
3" 26 GA. GALV. METAL DRIP
E SET IN FULL BED OF SEALANT,
SPACE FROM DRIP FACE TO TREX
GAP FOR BACKER ROD 4 SEALANT
'L (OR APPROVED EQUAL) CASING BEAD
THEIR RESISTIVE BARRIER #1
THEIR RESISTIVE BARRIER #2
«COMPONENTS PULLED
APART FOR CLARITY
NOTE:
METAL LATH: LATH TO BE
PER FBC R103.1.1 / ASTM
C-841-0% MIN. 2.5 L55. PER
5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER I
WEATHER RESISTIVE
BARRIER #2
$' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@--,'�2DRIP� EDGE INSTALLATION
JY' GAP FOR BACKER*
ROD 4 SEALANT
VINYL (OR APPROVED EQUAL_)
CASING BEAD
WATER PROOFING lot LAYER
(2 LAYER PEEL 4 STICK)
PEEL 4 STICK
DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR
X 3" 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANT, X" MIN. SPACE FROM
DRIP FACE TO TREX MODIFIED 90.
VINYL (OR APPROVED EQUAL) CASING BEAD I Y'XI Y' P.T. OR SIMULATED WOOD (TREX)
WATER PROOFING lot LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS
PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4
DECK TO CANTILEVER OPT. BACKER ROD
THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RE515TIVE BARRIER 01
0
�*COM I TPULLED
APART FOR CLARITY
WEATHER RESISTIVE BARRIER #2 $" THICK, 3 COAT CEMENT
4' POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
1 D BCALEs N.Tb.
PLASTER
VINYL (OR APPROVED EQUAL) CA51NG BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CASING BEAD
NOTE: SET RAILING LAG BOLT ATTACHNMENT5
IN SEALANT, WHERE APPLICABLE
2x FRAMING MEMBER
$' THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FASTENED TO
SHEATHING -s 1' O.C. MAX.
WRB LAYER 01, STUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER 02, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
12A CORNER BEAD ® FRAME
CORNER BEAD
(FASTENER 4 SPACING a i' O.G.)
CMU
W THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
12B CORNER BEAD @ BLOCK
KM
COLUMN SHEATHING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER 02
6' SELF ADHERING 4 FLASHING
PEEL 4 STICK
1 Xz"x3' 'L" FLASHING FULLY
EMBEDDED IN ROOF CEMENT
I X" X 3" 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANTA' MIN. SPACE FROM
DRIP FACE TO TREX
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER 02
EXTERIOR COLUMN
COLUMN SHEATHING
6" SELF ADHERING 4 FLASHING
1 Xz°x3' 'L" FLASHING FULLY
EMBEDDED IN ROOF CEMENT
Y' X 3' 26 GA. GALV. METAL DRIP EDGE
71777771 SET IN FULL BED OF SEALANT,Y' MIN.
SPACE FROM DRIP FACE TO TREX ON
ALL 4 SIDES OF COLUMN
VINYL (OR APPROVED EQUAL) CASING BEAD
WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK)
WRAPPED FROM BALCONY DECK TO CANTILEVER
' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE BARRIER #1
FATHER RE515TIVE BARRIER "2
4' POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
® COLUMN W/ 'T' FLASHING
A R C H I T E C T S
Design
YO U p"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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SUBDIV. 7LAKE
OAKLAND(LOT
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PROJECT*
2784.000+ 00008
PAGE:
WALL
ASSEMBLY
DETAILS
1W WH EXP. C
AFi Hrrr=CT--
STATE OF FLON
0
8/7/ia
1 SCALE: 1/4-=1'-0- 1
'a
WOOD SHEATHING WOOD SHEATHING
WRB LAYER #I, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL) (OR APPROVED EQUAL)
s THICK, 3 COAT CEMENT
FORTIF15ER WRB LAYER #2, FORTIF15ER WRB LAYER #I, 5TUCCOWRAP WRB LAYER 02, WOOD SHEATHINGGAF PLASTER
OA
BUILDING PAPER ASINGBEA
BUILDING PAPER (OR (OR APPROVED EQUAL) IX TRIM MEMBER a STUCCO TOGRIMAD METAL LATH
APPROVED EQUAL)IT. WOOD SHEATHING (OR APPROVED EQUAL) WR5 LAYER #I, 5TUCCOWRAP TO SIDING TRAN51TION WRB LAYER #2 FORTIFIBER
METAL LATH WRB LAYER #2, FORTIF15ER METAL LATH (OR APPROVED EQUAL) SIDING BUILDING PAPER
a" THICK, 3 COAT BUILDING PAPER (OR $' THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER (OR APPROVED EQUAL)
CEMENT PLASTER APPROVED EQUAL) PLASTER�I BUILDING PAPER WOOD SHEATHING
6 SELF -ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) _ \
FLASHING 8" THICK, 3 COAT ANGLED CA51NG BEAD METAL LATH /
(EXPLODED (EXPLODED in
DRIP CAP vIEW FOR CEMENT PLASTER SELF -ADHERING FLASHING a THICK, 3 COAT
CLARITY) DRIP CAP c�aRim CEMENT PLASTER
WINDOW FLANGE WINDOW FLANGE
WRB LAYER #1, STUCGOWRAP # LWRB LAYER #1, 5TUCCOWRAP
WRB LAYER I, 5TUCCOWRAP (OR APPROVED EQUAL) # (OR APPROVED EQUAL)
(OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 1, 5TUCCOWRAP
WRB LAYER 12, FORTIF15ER BUILDING (OR APPROVED EQUAL) CA51NG BEAD
PAPER (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING 6" SELF ADHERING
METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL STICK
$" THICK, 3 COAT METAL LATH SIDING TO STUCCO
CEMENT PLASTER $" THICK, 3 COAT CASING BEAD
6" SELF -ADHERING CEMENT PLASTER \ 1� gGALE:NTS. (CROSS-gECTON,
FLASHING 6 "5ELF-ADHERING
DRIP CAP FLASHING WOOD SHEATHING
WINDOW FLANGE DRIP CAP
CASING BEAD C WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH
(FRAME, NO BAND) AME, W/ BAND) WRB LAYER #1 5TUCCOWRAP WOOD SHEATHING
1 JE1 SCALE: KTg. @gEz�t
.
(OR APPROVED EQUAL) >\ ;; WRB LAYER #1, STUCGOWRAP
LEGEND WRB LAYER #2, FORTIF15ER BUILDING (OR APPROVED EQUAL)
PAPER (OR APPROVED EQUAL)
DRAINAGE PLANE WRB LAYER #2, FORTIFIBER
(WRB LAYER 1, 5TUCCOWRAP THICK, 3 COAT BUILDING PAPER
OR APPROVED EQUAL) CEMENT PLASTER' (OR APPROVED EQUAL)
1 WRB LAYER #2 VINYL (OR APPROVED EQUAL) METAL LATH
(FORTIF15ER BUILDING PAPER ANGLED CA51NG BEAD 8" THICK, 3 COAT CEMENT
OR APPROVED EQUAL) (EXPLODED PLASTER
METAL LATH X X X X _VINYL (OR APPROVED EQUAL) , CLAVIEW FOR
STUCCO
CASING BEAD CLARITY)
WOOD SHEATHING
5ELF-ADHE5IVE FLASHING CASING BEAD @ RAISED
BD FRAME
@W—ALE-. NTB.AN
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C-84l-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
8" THICK, 3 COAT s° THICK, 3 COAT CEMENT
CEMENT PLASTER PLASTER
SEALANT y. GAP TYP METAL LATH \ METAL LATH
GTO WI BEAD SEALANT
TO WINDOW
WRB LAYER #2, FORTIF15ER BUILDING
WINDOW FRAME PAPER (OR APPROVED EQUAL)
WOOD SHEATHING WINDOW FRAME /;. WRB LAYER #2, FORTIFIBER
/ —BUILDING PAPER
D! (OR APPROVED EQUAL)
WRB LAYER #I, 5TUCCOWRAP — E-Z BEAD VINYL (OR
(OR APPROVED EQUAL) APPROVED EQUAL) CASING
i (0" WIDE PEEL 8 STICK lW/%g' FLEXIBLE PVC BACKER
WINDOW FLANGE \ OVER FLANGE - ROD INCLUDED)
2X FRAMING MEMBER \ \ E-Z BEAD VINYL 2X FRAMING WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL) CASING MEMBER (OR APPROVED EQUAL),
BUILDING WRAP (W/%$" FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING
INCLUDED) MEMBER /
*APPLY FULL BED OF 6' SELF ADHERING FLASHING
SEALANT BETWEEN
WOOD SHEATHING
FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR
CLARITY
E�� BEAD WINDOW CASINGIs
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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SUBDIV. 8e LOT:
OAKLAND LAKE
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MODEL:
1833
moo-00
PROJECT#:
2784.000/00009
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT.
STATE OF FLORIDA
6/29/18
SCjAmm: 1/4 )$= I' _ O A
SHE�ET� ��
V V A4
JUL 16 2010
WOOD SHEATHING
WRB LAYER "I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
$' THICK, 3 COAT
CEMENT PLASTER
V5ELF-ADHERING
FLASHING
DRIP CA
WINDOW FLANGE
—
WRB LAYER *1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
'"THICK, 3 COAT
CEMENT PLASTER
6" 5ELF-AD14ERING
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD @ WINDOW
13A FRAME, NO BAND_
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
(EXPLODED THICK, 3 COAT
vIEw FoR CEMENT PLASTER
CLARITY)
WOOD CONSTRUCTION BEYOND -
WOOD SHEATHING.
WEATHER RESISTIVE BARRIER I
WEATHER RESISTIVE BARRIER "2
5fc,' X 1 Y4" LAP SIDING W/6" REVEAL-
6' SELF -ADHERING FLASHING
STARTER STRIP PER
MANUFACTURER'S INSTALLATION —
INSTRUCTIONS
DO NOT CAULK OR SEAL OPENING
GALV'D METAL "Z' FLASHING
STUCCO CA51NG BEAD
SIDING TO STUCCO
® BLOCK TO FRAME TRANSITION
WOOD SHEATHING
WEATHER RE515TIVE BARRIER I
WEATHER RESISTIVE BARRIER #1
5�{6' X 1 Y4' LAP SIDING WAro REVEAL
V SELF -ADHERING FLASHING
STARTER STRIP PER MANUFACTURER'
INSTALLATION INSTRUCTIONS
DO NOT SEAL OPENING
GALV'D METAL "Z' FLASHING
E-Z BEAD VINYL
(OR APPROVED EQUAL CASING
lW/%s" FLEXIBLE PVC BACKER ROD)
V SELF -ADHERING FLASHING
Y$' THICK, 3 COAT CEMENT PLASTER
WEATHER RESISTIVE BARRIER *I
WEATHER RESISTIVE BARRIER #2
WOOD SHEATHING
WRB LAYER "I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
$' THICK, 3 COAT CEMENT -
PLASTER
WOOD SHEATHING
/ WRB LAYER 1, 5TUCCOWRAP
>, (OR APPROVED EQUAL)
WRB LAYER *2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
ANGLED CA51NG BEAD METAL LATH
6'5ELF-ADHERING FLASHING (EXPLODED !'THICK, 3 COAT
vlEw FOR \ CEMENT PLASTER
DRIP CAPS ��� CLARITY)
WINDOW FLANGE
WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
$' THICK, 3 COAT
CEMENT PLASTER
b'5ELF-ADHERING
FLASHING
DRIP CAP
CASING BEAD @ WINDOW WINDOW FLANGE
13B FRAME, W BAND
V SELF -ADHERING FLASHING
WEATHER RESISTIVE BARRIER I
WEATHER RESISTIVE BARRIER #2
STARTER STRIP PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
V SELF -ADHERING FLASHING
GALV'D METAL "Z' FLASHING
DO NOT CAULK OR SEAL OPENING
da
GALV'D METAL "Z' FLASHING
yl
STUCCO CASING BEAD
WOOD CONSTRUCTION BEYOND
6' 5ELF-ADHERING FLASHING
WEATHER RESISTIVE BARRIER *I TO LAP
6' MIN. ABOVE TOP OF "Z' FLASHING
WEATHER RESISTIVE BARRIER #2
GALV'D METAL 'Z' FLASHING
DO NOT CAULK OR SEAL OPENING
WEATHER RESI5TIVE BARRIER I TO LAP
6MIN. ABOVE TOP OF "Z' FLASHING
V SELF -ADHERING FLASHING
WEATHER RESISTIVE BARRIER I
E-Z BEAD VINYL (OR APPROVED EQUAL)
CASING (W/%$' FLEXIBLE PVC BACKER
ROD)
WEATHER RE515TIVE BARRIER 02
SIDING TO STUCCO
V FRAME TO FRAME TRANSITION
LEGEND
DRAINAGE PLANE
(WRB LAYER 1, STUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER #2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO Qa
WOOD SHEATHING
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM
C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
SEALANT A'GAP BEAD
CA.BMG BEAD
TO WINDOW
WINDOW FRAME --�
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
IX TRIM MEMBER s STUCCO
TO SIDING TRANSITION
SIDING— i
A, GAP TTP
CASING BEAD
TO TRIM
$' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER *2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
�WRB LAYER 1, 5TUCCOWRAP
LWR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)
(OR APPROVED EQUAL) CA51NG BEAD
V SELF ADHERING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING BEAD
14 eca.E Kts. � i�ZO6B-BFSTIONI
WOOD SHEATHING
METAL LATH
WRB LAYER *I, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING -
PAPER (OR APPROVED EQUAL)
' THICK, 3 COAT -
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
$' THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
CASING BEAD
METAL LATH SEALANT
WRB LAYER +2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER 1, STUCCOWRAP
>~ (OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
x BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
' THICK, 3 COAT CEMENT
(EXPLODED PLASTER
VIEW FOR
GLARItY)
CASING BEAD @ RAISED
AND (FRAME)
WOOD SHEATHING WINDOW FRAME—
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
V WIDE PEEL # STICK
OVER FLANGE
E-Z BEAD VINYL 2X
(OR APPROVED EQUAL) CASING
(W/%s' FLEXIBLE PVC BACKER ROD
INCLUDED)
APPLY FULL BED OF
SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
1, EZ BEAD WINDOW CASING
$' 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/l8' FLEXIBLE PVC BACKER
ROD INCLUDED)
— WRB LAYER "I, STUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
�—V SELF ADHERING FLASHING
— WOOD SHEATHING
DETAIL EXPLODED FOR
CLARITY
A R C H I T E C T S
1441 N. NUNALU KtAUAN 6LVU.
LONGWOOD, FL 32750
PH: 407-774-8078
FAX:407-774-4078
www,ab designgroup.co m
AA #: 0003325
�'ll""III
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8
N
E
O
C
8u]3Drv. ae LOT:
OAKLAND LAKE
(LOT 9)
MODELa
1833
xxxoo-00
PROJECT*:
2784.000 00009
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHrrECT:
STATE OF FLON
]�A7/18
Sc • 1/4 =1 _011
SHEET
WA4
CUT HOUSEWRAP AT
450 ANGLE
MODIFIED "I" CUT IN
HOUSEWRAP
LINE OF WINDOW OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER WD
STUD WALL
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
FULL WRAP
i v : nua (FRAME)
WALL FLASHING INSTALLATION
DETAIL (MASONRY)
TEMPORARILY FOLD -UP E
SECURE HOUSEWRAP (OR
"� UNDER) at HEAD
ALIGN FLEXIBLE
SELF -ADHERING
FLASHING W/ INT. EDGE
OF SILL R.O.
FOLD HOUSEWRAP
IN AT JAMBS 4 SILL MECHANICALLY
FASTEN FANNED
EDGES. (CAP NAILS,
STAPLES)
`SLOPE SILL R.O. TO
EXTERIOR
INSTALL 6" SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAMBS
EXTEND FLASHING MIN I"
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
APPLY OSI I-I211 (01
EQUAL) SEALANT .
WINDOW/CM JOINT.
FLUID APPLIED
FLAWWx (LANCO
WHITE -SEAL RC-868
OR EQUAL).
STEP 2 INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
OlLr o
6' SELF -ADHERING
OVER VINYL HEAD
3 (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING I' MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
APPLY Na" 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-61 VERT. END
DAMS REQ'D. AT
EACH END OF SILL
1SEWRAP DOWN 4
DIAGONAL CUT 4
4EAD OF WINDOW
STEP 4
STEP 8
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 PLl
LEVEL AND SQUARE I
MANUFACTURERS WRIT
INSTRUCTI
APPLY MEMBRANE
FLASHING OVER JOINT
INSTALL 6" WIDE ADHESIVE
BACKED FLEXIBLE FLASHING
MATERIAL OVER DRIP CAP JOINT
(PROTECTO-WRAP 5T-20XL
OR APPROVED EQUAL)
STEP 5
STEP 9
NOTE:
1. 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.
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
A R C H IT E C T S
Desin
pp
o U ,no.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngrotip.com
AA #: 0003325
r
11111111111
Liammmammumpi
SVSDIV. 7LAKE
OAKLAND(LOT
MODEL4
1833
XXX00-00
PROJECT&
2784.000/00009
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXF. C
ARCHITECT
STATE OF FLORIDA
DATE; 8/7/18
SCAotE: 1/4"=1'-0" 1
SHED �