HomeMy WebLinkAboutBUILDING PLAN PAGE 16-28Planning & Development Services Mpartment
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Buildinng♦yy& Regulations
gqDiive�on
Produa RvAew Mfid '
Sualdaaag i'eraaaat .�____. Owners Name. Applacant. _ ..
Product
Model Plumber
Op ning design
Prodlact stated
Manufacturer
Produia
Glass Type
Method ofAttachmerit
Pressures
Design Pressure
Approval
Number
Windows
Series, 4700
+32.37/ 42,62
4-501-60 DP
Ply Gem
FL14039-R2
Nutt>latrp wl
()ne 3/ i 6 " ITW Tapoon with
Single Hung
Flange
su1'ticient length achieve 1 114"
25-S11 Egress
minimum embedment. Required
anchors Head (2), Jamb(3) Each
window.
Windows
Series 4700
+32.37442.62
+50/-6tl DP
Ply Gem
F7L14019-R2
Non-loripact
One r'16" 11'W` Tapeon urith
Singly: sung
Flange
wfritient length to achieve I IIr
25-SE% Egress
ininimom embedment Required
Temp.
anchors; Head (2), Jamb (3) EaCh
window.
Windows
Series 4100
+32.37/ 42.62
4 50i-60 DP
idly Gem
FL 14039-RZ
Non -impact
One 3f16" 17'W "rapeon with
Single Hung
Flange
sufficient lerigih to achieve 1 114"
(2) 25-S11
ininm uri crnbodmenit. Required
l""g,re g
anchors. Head (2). Jamb (3) Each
window.
windows
Series 4700
+32,37142.62
-l50tw601 P
Ply Gem
FL14039-112
Non'lni
One 311611 a V'Tapeon with
sin, ie' Hung;
Flange
sufficient length to achieve 1. I W'
35-S1.i.Egress
minimum embedment, Required
anchors: Head (2), Jamb' (3) Each
window,
Mridows
Series 4700
31.1"1, 42,62
'r501'60 OP
ply Gem
f` 1, l4t69-R2
Non -Impact
tine ;. f 6 " ITW Taprvnr as ith
Flange
-t0clent longth to achieve 7, Ir4"
24'14 Ttitn8c3YtR
misl'iainlirda crobedment, Required
Temp
anchors: Head (2), Jamb (3) Each
window.
Mullions
1-3a:xies4700
"i,?A
+-J-75 &JP
Ply (loam
FE.152ti4 2
WA
',r l6" VFW Topcun screw,% of
Flange
guff"acient length to achieve minimum
0rx'rla0dn100t of 1 V4" into
concreteimesonry substrate,
Sliding Glass Doom
Series 47o0
'42&74i42.62
g -5013P
Ply Gcott
FL]4634.2
Nat-n4nipack
1✓4 " Elaw'opc(ms of sufficient length
to achieve it 2 Vz " inLinimurn
embedment. Re ulred an'c6•orsc
ea '. f ain -Ma" Win Cbw,
Swing TypeDocr3
3VxW0"
+-30.6V-30.
"ti70-67.0
Thennal."feat
FL599I. 5
N2A,
ITW Tapocin''ia",MinEmbedment I-
Smi-oih SAU
114" Min Clearance to edge; 7, Min
Clearance 'a n 4.. R
`
ELCO Tapcon VC. Min Embedment
1-114", Min Clearance to edge 17, Min
CleerancO to adjacent anchor 4,,
l
Anch'Lr Sacing Max 18.57 O.C.
Garoge Doors
I&I Model
+25.911-31,39
+36/-43
Clopajf
FL16546A
NvA
Jamb two block an vertkde lamb: J:"x1
7:3W6
W min embedded Tapeon. Max
spacing of? 1/V and 1" OD steel
washer required.
Door to (ahtb: 13 GA GALS'. Steed flag
bracket attached to jamb with (3)
5116" X 1 518" lag screws and to track
with (2) ii" rNets.
2 YV X 12 GA GALV. Steel brackets
attached t0 jamb with (1) 6116" X 1
518" LAG screw per track bracket.
Hurricane Protection
24ga Steel
NfA
+441r-40
ftastemMetal
FL11964.2
N' A
"l,'Tapcart Anchors, SG Tapcons, or
Panels
Supply
114' x V40 All Points .Solid -Set Anchors.
Minimum embedment 'into concrete of
1 a/4.
Root Ventilation
4' Standard
N/A
N/A
Timiko
FL5219.3 R?
t
.Apply reiaaf "mcni to the underside.,
OIT Ridge
back and sideflanges of the; ridge
Vent
vent.. Cement should be 1/4" thick and
extend 2" onto roof undertayment,
Attached tent top and s'i& flanges to
deck wi"fit nails spaced 8" o c. and 1
%" from each cnd. After fastening
flange to deck, nail and adhere
loosened shirigles with flashing
ca rrrcnt• Apply flashing content to
exl"ia ii d nail heads and wherever
flits. *e sill ,s meet shingles.
Roofing ttnderlayr °itt
VA
N/A
VA
"trinity I RD
FI,1521()-R2
N!A
Field spacing max IT Ol C.
Sta00enad overlaps attached O.C.
with corrosion resistant fasteners with
1" diameter plastic or metal cap nails.
Roofing Asphalt
? "A.
NhA
4r.A
Tatnko
1w1:111355-R3
NK A
6 mails' per shingle, Standard type
shinglestoofin
na nail shanks should be 12
Jauge wire and minimum head of
I have Yea.ie'a+'ed the
above tompaaue
is or cladding a
td I have sappro
ed their use In t
Is structure. 'I`
iese products
8 �t to
wind leads and fe
s' spoyrifleai by c
Yreint code pro
Wells.
completely and extend at least 1i8'
Taatltte: Signature.
Design Prof: �......w» w... w»»:.w.:w Cert. No. w»w r� Date.
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
�I"III"'I
0000v0000�
SU'HDIV. ac L.OT:
OAKLAND LAKE
LOT 10
MODEL•
lass
XXX00— 00
PROZ ECT#:
02784, 000/00010
PANE:
PRODUCT
APPROVAL
160 MPH EXP. C
DATE: 6 /14 /18
SCALE:1 j4„_1I_01"
SHEET 99 ®F
lU b REDAR VERTICALLY
(V b RE6AR VERNCALLY W/ CCNO.
f2D' MIN LAP)�L
POURED CELL (20' MIN LAP)
R-4J NMIL MM.
TEXT~ CEMENTIOW COATMCs
r r C M
b
_
w PER (ASTM OM) (TYPO.)
Y CHU
N
iV
i / IR' GYP. WL dO.
�9 G CTII@9 HEISFLT vARE:B
'� O WPOD MAN
F
°
I�u
I4' GONG. REMF. W) 6'a6'L4xU9A WWF OR PIGIEI6"9:6FI ON3
VY GONG, REMP. UV 6'xb'-MIL
POLY ETHYLENE VAPOR
- WL4xWA WLP OR PEl f*SW
ARRIER ON WELL -COMPACTED
F(2)
ON 6-MIL POLY Vk'fU I$LEAN
IW lift tfWAIED FILL
VAPOR MARRM ON
um I -COMPACTED CLEAN
i
ESS
L 4' IERMrM TREAATED FILL
is 11-0. (2) b REQAR ON CHAIRS
CAR ON CHAIRS
1-STORY FOOTING
1-STORY FOOTING
1 W BLOCK WALL
� AT GARAGE
UAALL BEYOND
WALL CEYOND
9/4' RECESS FOR
PAVERS
c*4RAw DOOR
9 VY CDIIC.IOF. W iVi'
i
Il�ilp461P QlfEEPE#I CN
L 641LMXTMWLlWVARX
Q£/N i®f11fE 1RlAllD MJ.
OEM1AWPIV(2)
�'MAWt
PAVERMIL
W!,L),
WRlNWLWGONG.
WlP OR PIOEME8F1 ON
POLY ETHYLENE VAPOR
REIN W) 6'z6'
AoiWA WlP OR PIGER"tE6H QV
ON MBEE
,Sp,ltllIE1!
ON WELL -COMPACTED
EANTERMITETREATEDFILLb
MIL POLY VAPOR
AIiRIER ON WELL-COMPACTED
MR AR ON
POOTN
EAN TERMITE TREATED RLL
CWAIR6
BEYON
L
EkTIND POOb
REBAR ON CHAIRS
ECE66 FOR PAVERS
GARAGE STEP-UP
INDER PAVERS
REBAR ON CHAIRS
%1 NON -BEARING
--
%Q-\GARAGE DOOR FOOTING
PAVER RECESS
� ENTRY ,DOOR
a. VARIES a.
SEE MANW PRODUCT DETAIL6
9' %4RS'
POR mmlilwoelm AD own
66 FOR 640. TRACK
z
�
W VAR169
a
a '.
PM16H PLCOR
fU b RECAR SET M 8rV6ON W104
STREftTH EPDXY 6' EMGED. MIN.
.. e
a
a v
°
[L b REBAR • I -STORY
}
< d.
a
tl
a
E ° OuT61DE RCDAR TO DE
CONTMUOW
q
a
8 4GON0. W[ 6'�aY
.HWU)F WOR PI
• a WlP OR PI6H ON
. a
°
6-MIL POLY MYL"
l U i5 -CONt.
a.ea.
CW ARRIER ON ELLELL-COIMPVEDAGT
L
CLEAN TERMITE TREATED PILL
2'-I' MM. LAP
SHOWER RECESS FOOTER
10
SLAB AT S.G.D.
11 KALE 1,40
TYP, RETROFIT FOR
OMITTED DOWELS
REBAR LAP AT FOOTING
SCALE T.1'-0
A
B
TIE VERTICAL REDAR
TO HOR2ATIONAL
REBAR WV 10' HOOK
GROUTED BOND BEAM
VARIES PER ELEV.
C
as
L CLEANOUT REOWRED
FOR NSPECTION
N
O'-O' PIK PLR
(U b VERT, DOWEL
LAPPED UV BOND REAM
a °a TIE VERTICAL. RECAR
(1) b REDAR AT CORDS
W) 2b' LAP MM.
" a a TO HORWATIONAL
a_o REEM W) IW HOOK
TYP. REBAR LAP
HORIZONTAL/ VERTICAL
o AT LINTEL CORNERS
F REINFORCING
ARCHITECTS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
11111111111
01111111111
oovvvovoor
SSU133XV. 8a LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
M00-00
PROTECT*:
02784.000/00010
PAGE:
FOUNDATION
DETAILS
160 MPH EXP. C
ARCHITECT.
STATE OF FLORIDA
fj
DATE: 6 /14/18
SCALE: 1/4"=1'-0"
SHEET
DI
SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE NOTE, NOTE:
X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED
OVER 030 PELT PARR (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB.
INSTALLED PER SECTION MOD OF THE FBCR -E ROOF FED
6TH EDITION 1201'1) GABLE ROOF TRUSS F
q0 NOT EXCEED �` ❑ p0 NOT EXCEED
8' CMU BLOCK 8' CMU BLOCK
OVER ROOF SHEATHING (TYPE AND ATTACHMENT (ENT 2x4 BLOCKING BETWEEN TRUSSES DRYWALL , � DRYWALL WINDOW/DOOR JAMB
METHOD PER 'NAILING SCHEDULE" AT FIRST l2) BAYS P.T. Ix4 or �'x4' MIN. P.T. Ix4 or �'x4' MIN.
(4'-0' O.C. 0 SHEATHING SEAMS) (BEE MOACOR JAM eLOCKN� Ix4 or Ix2 P.T. NAILER (SEE WINPOWOOR Jape BLOCKINCs Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER
METAL DRIP E FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4
2x6 SUB-B a DOOR CASING SCHEDULE
VENTED ALUMINUM SOFFIT TIFFBAGK At ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL
DOOR JAMB / WINDOW OOR JAMB / WINDOW
OVER 4'-10' HIGH MEMBER w/ l2)12d NAILS 8' FROM
J'TEXTURED CEMENTITIOUS COATING MIN (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or 'x4' MIN:
(PER ASTM G926) OVER PAPERBACK (AS PER TRUSS ENGINEERING) EACH END and a IS" O.C.MAX SECURE THOU FRAME INTO BLOCK w/
PER MFR'S SPECIFICATIONSPER MFR'S SPECIFICATIONS)
EXPANDED METAL LATH OVER APPROVED CURE P.T. 2x8 TO BLOCK w/' x 9' (U ' TAPCON (MIN. EMBEDMENT I ')
2-LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOR BOLT w/ 2' WASHER SET IN
WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+4" or + 4") WINDOW TO BLOCK (+3") S' FROM EACH END and a IS' O.C. MAx
METHOD PER "NAILING SCHEDULE')--� (6' MIN. EMBEDMENT 0 32' O.C. MAX) DOOR JAMB TO BLACK (+ 4"") DOOR JAMB TO BLOCK (+3"or
� (1) DRIVE PIN, 8' FROM EACH END and
®
SECURE GABLE t0 2x8 P.T. PLACE 18' OC. MAX
4A SCALE: r.r-m' 4E sca.E: I'.r-m' MIN. SHANK 512E ,145
w/ 12d NAILS 0 8' O.C. MAX
MIN. HEAD SIZE 300
7B T. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I '
TRUSS w/ (2)12d NAILS
PLASTIC OR METAL WEEP SCREE INSTALLED 0 MID -POINT OF TRUSS SPAN NOTE: NOTE:
' 1 XtUtED CEMENtItIOUS or 10'-O' OC. MAX SHIM AS NEEDED SHIM AS NEEDED P.T, 2x4: CED
COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION t0 PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)TAPCON
C526) OVER (R-VALUE PER ENERGY CALLS) ❑ DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MN. EMBEDMENT I i') 8' FROM EACH
' GYPSUM BOARD OR }' HIGH STRENGTH 8" cmu BLOCK— 8' CMU BLOCK END and a 18' O.C. MAX
or
CEILING BOARD DRYWALL' DRYWALL DRIVE PIN, 8' FROM EACH END and
C. PILLED U-BLOCK w/ (I) S P.T. 2x
1 BLOCK WALL SECTION — GABLE ROOF (SEE WINDOUCOOR JAMB BLOMM Ix4 or Ix2 P.T. NAILER P.T. Ix4 or IV' MIN. Ix4 or Ix2 P.T. NAILER 0 10' O.G. MAX
SWiLE STORY SCALE: 3/4'.I'-O' CONTINUOUS REAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WIND=OOR JAMB MOM% r r
DOOR CASING FASTENER �EDULE FOR ATTACHMENT) �6 OSB (4 WIDE MIN.) MIN. SHANK SIZE .145
00
DOOR JAMB / WINDOW SECURE 2nd 2x to STRUCTURAL DOOR CASING MIN. HEAP SIZE 141
(ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN EMBEDMENT I �'
SHINGLES OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS EACH END and a 18' O.G. MAX (ATTACHED TO BLOCKING
OVER w.30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6:
INSTALLED PER SECTION M05 OF THE PBGR 11 NOTE: SECURE TO BLOCK w/ (2) a' TAPCONS
6TH EDITION (2011) WINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8' FROM EACH
OVER ROOF SHEATHING (TYPE AND ATTACHMENT
DOOR JAMB TO BLOCK (+l ") THROUGH NON-STRUCTURAL MEMBER (Ix or is 055) END and 0 18' O.C. MAX
METHOD PER 'NAILING SCHEDULE') 4B w/" TAPCON MIN. I' EMBEDMENT INTO BLOCK or
sca.E: I =I io (2) DRIVE PINS, 8' FILM EACH END and
® 16' O.C. MAX
-ENGINEERED ROOF TRUSS MIN. SHANK SIZE .145
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK NOTE: DOOR JAMB TO BLOCK (+3 /6":)
(PER PLAN (R-VALUE PER ENERGY CALCS) ( 716) MIN. HEAD SIZE 300 #'
SHIM AS NEEDED ¢F
To PLUMB JAMB. SCALE. rmr-m'
METAL DRIP E r s ❑ DO NOT EXCEED'
2x6 5U8-BA GYPSUM BOARD OR } HIGH P.T. 2x8•.
STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)' TAPCONS
VENTED C. FILLED U-BLOCK w/ J' DRYWALL NOTE: (MIN. EMBEDMENT I #') V PROM EACH
ALUMINUM SOFFIT (1) +S CONTINUOUS MBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 0 18' OC. MAX
R PLAN (SEE WINDOWCOOR JAM BLOCKING
CAST LINTEL FASTENER SCHEDW-E FOR ATTACHMENT' OSB (4" WIDE MIN.) TO PLUMB JAMB. or
(2) DRIVE PINS 8' FROM EACH END and
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT POOR JAMB /WINDOW DOOR CASING ❑ DO NOT EXCEED �' 0 18' O.C. MAX
ATTACHMENT PER ION PER PLAN) (ATTACHED TO BLOCKING MIN. SHANK SIZE .145
SPECIFICATION 8' CMU BLOCK
PER MFR'S SPECIFICATIONS ' DRYWALL MIN.14EAD SIZE 300
NOTE: P.T. Ix4 or J'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I J'
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDO VOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN)
ALL INSULATION FASTENER ¢CHME FOR ATTACHMENT
THROUGH NON-STRUCTURAL MEMBER (Ix or i' OSB) DOOR CASING P.T. (2) 2x4: BE
PRECAST OR POUTED IN (R-VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL
w/ ' TAPCON MIN. 1 #' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE t0 BLOCK w/ (1) #' TAPCON
PLACE SILL (PER BLD j' GYPSUM WALL BOARD EACH END and 0 IS' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 149 8' FROM EACH
�' TEXTURED CEMENtItIOUS ff PER MPR'S SPECIFICATIONS) END and 0 IS' O.C. MAX
—(i) 5 REBAR VERTICALLY IN WINDOW TO BLOCK (+l 1%6) or
COATING MIN. (PER ASTM CONC. POURED CELL 15 :) NOTE: or DRIVE PIN, 8' FROM EACH END and
CW(b) OVER (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+l 1s } STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 0 18' O.C. MAX
P.T. FURRING STRIPS 16' O.C. 4C THROUGH NON-STRUCTURAL MEMBER (Ix or if 058) MIN, SHANK SIZE .145
SCALE: I'■I'-sD'
w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300
D BASE MR EMBEDMENT 14,
NOTE: WINDOW TO BLOCK (+3 71s")
° 4 OIPLUMB JAMB DOOR JAMB TO BLOCK (+3 j6") P.T. (2) 2x6:
ONCRETE SLAB DO Not EXCEED' 4G SCALE: I'.r_m' SECURE To BLOCK w/ (2) #' TAPCONS
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT I #') 8" FROM EACH
AND REINFORCEMENT) 8" CMU BLOCK END and a 18' O.C. MAX
4 XTERIOR WALL FOOTING DRYWALL or
UPLIFT UP TO I,Il5 lb
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRI1rT PINS, 8' FROM EACH END and
BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) MEE WMDOW/DOOR JAMS eLoc2 W SIMPSON HT520 wi (10J 10d NAILS t0 TRUSS 4 0 18'OC. MAX
2 SWE STORY SCALE: 3/4'•r-0` FASTENER SCHEIALS FOR AITAGHhIfiTit P.T. Ix (4 WIDE MIN) (4) 'X2 ' TAPCONS INTO BONA BEAM -ENGINEERED MIK SHANK SIZE
DOOR JAMB / WINDOW DOOR CASING # MIN. HEAD 512E 3100
(or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS
(ATTACHED TO BLOCKING TINUOUS BOND MIN. EMBEDMENT I #'
BAIT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR is HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM
BOARD lR-VALUE PER ENERYsY CALCS STRENGTH CEILING BOARD NOS(2) SIMPSON WT620 EACH SIDE OF TRUSS w/
, (10)10d NAILS TO TRUSS 4 (4) J'X2 #' TAPCONS P.T. (2) 2x8:
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BONA BEAM SECURE TO BLOCK w/ (2) J' TAPCONS
THROUGH NON-STRUCTURAL MEMBER (ix or a' 058) (or EQUIVALENT INSTALLED PER MPR'S SPECS (MIN. EMBEDMENT 149 8' FROM EACH
w/ a' TAPCON MIN. I #' EMBEDMENT INTO BLOCK
END and a IS' OC MAX
TAPCONS MIN. or
OPFNINCs 22' x 30' MIN. ll-woop CASING AT SIDE WINDOW TO BLOCK (+2 Y4") 2' COVER (2 8 DRIVE PINS, V FROM EACH END and
2 APART
ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 MIN. SHANK SIZE .145
3 . NT'a WOOD CASING 4 GYP, 4D ( ) 5 TRUSS ANCHOR RETRO—FIT rLTa MR HEAD SIZE 300
BOARD (TYP) ' I''I''�VALEMIN. EMBEDMENT 1
ARCHITECTS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA N: 0003325
�IIIIIIIIII
�oa000000a�
SUBDIV. ac LOT:
OAKLAND LAKE
LOT 10
MODEL
1833
XXX00-00
PROJECT#:
02784.000/00010
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
160 MPH EXP. C
Air' CHnE-CT=
STATE OF FLORIDA
15
DATE: 6 /14 /18
SCALE: 1/4"=1'-0" l
SHEET
D 2
NAILING SCHEDULE
ROOF DIAPHRAGM - ASPHALT SHINGLE
)%' O.S.B. or V COX PLYWOOD - 8d RING SHANK GUN NAILS ® 4' O.C. ® SUPPORTED PANEL
EDGES AND 8d RING SHANK GUN NAILS is 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS is 4' O.C. EDGEWISE.
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END.
ROOF DIAPHRAGM - GEMENTITIOUS TILE or METAL
%' CDX EXTERIOR PLYWOOD or DIV APA-RATED 0.8.5. (AS PER MANUFACTURER'S
INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4' O.G. s SUPPORTED PANEL
EDGES AND 6d RING SHAW GUN NAILS is 6' O.C. ® INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a 4' O.C. EDGEWISE.
TOP CHORD BLOCKING a 4'
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END.
O.C. MAX IN FIRST (2) FRAMING
SPACES a EACH
EXTERIOR WALL SHEATHING
PRE-ENGINEERED TRUSS
Y*' O.S.B. or V PLYWOOD or 3k' TIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 10 4' O.C. a
or RAFTS
PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND Sd RING
ROOF SHEATH(
SHANK GUN NAILS + 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM
n
ANY MANUFACTURER
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DIAMETER
TENSILE STRENGTH
SHANK
Sd
ROUND, MODIFIED OR T
2 3/'
.131
1100m
RING
(I6-20 RINGS
PER INCH)
BUILDING LENGTH
ROOF SHEATHING LAYOUT AND ENDWALL
BRACING FOR GABLE END FRAMING
Sd RING SHANK GUN NAILS r 4' O.C.
TOP 4 BOTTOM EDGES
. . . . . . . . . . .
N
N
U9
C sd RING SHANK GUN
NAILS 6' O.C. IN FIELD
0
Lu
POVERLAP � L
SECURE TOP 16dC"ON NAILS ® 4' O.C.
;z
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
BTAGGEfD
o
(0.5U3. TO BE STRUCTURAL GRADE)
iv
o
Lu
Sd RING SHANK GUN NAILS s 12'
OL. IN FIELD
or
SCREW
x 3' SHANK BALLISTIC
NOTE:
NOTE:
in
o
ELECtRO GALVANIZED STRIP
DO NOT SPLICE TOP PLATES WITHIN 6'-0'
NAILS a 12' O.C. IN FIELD
OF ENDS OF WOOD STRUCTURAL PANEL
SHEAR WALLS.
UNTHREADED SHANK TO EXTEND
M
BEYOND THICKNESS OF
THIS DETAIL APPLIES AT ALL EXTERIOR
"
SUB -FLOOR SHEATHING
WALLS AND INTERIOR SHEAR WALLS.
TYPICAL EXTERIOR SHEATHING ATTACHMENT
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED
FOR WALL SHEATHING
TO ALL EXPOSED MEMBERS
TOP PLATE SPLICE DETAIL
(O.S.B. TO BE STRUCTURAL GRADE)
3
SCALE: 314'=r-V
NOTE:
-ENGINEERED GABLE TRUSS
•
DIAGONAL BRACE a CENTER OF TRUSS SPAN or
2x4 BLOCKING BETWEEN
HIGHEST RIDGE.
TRUSSES AT FIRST (2) BAYS
0
DIAGONAL BRACE TO BE s ANY SPAN 15'-0' OR
(4'-0' O.G. a SHEATHING SEAMS))
GREATER (REFER TO TRUSS ENGINEERING FOR
2) 2x4 SYP 02 DIAGONAL BRACE w/ (3)
ADDITIONAL HORIZONTAL TRUSS REINFORGEMENT)
rl2dEACH TRUSS (DIAGONAL
0'-0'- 30'-O'USE (UX-BRACE
-BRACING TO COVER 5-TRUSSES
30'-1' - 60-0' USE (3) X-BRACE
(1) X-BRACE a 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 SCREE
SHOWN w/ CMU (FRAME CONDITION rl m Ain
SAME X-BRACING REQUIREMENTS)
ONT. 2x4 RAT -RUN ATTACHED TO EACH
GABLE X—BRACINGE
TRUSS w/ (2)12d NAILS
1
INSTALLED 6 MID -POINT OF TRUSS SPAN
SCALE: 314'=I'-®'
or 10'-O' O.G. MAX
A R C H IT E C T S
Design
roue inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngtoup.com
AA A 0003325
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tTHDIV: de LOT:
OAKLAND LAKE
LOT 10
MODET..A
1833
XXX00-00
PROJECT*:
02784.000/00010
PACE:
SECTIONS/
DETAILS
0 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
A ACM
AR NO 93723
DATE: 6 /14 /18
1 SCALE: 1/4"=1'—O" 1
SHEET
�
VTCR
:(U®E
O.C.
TYPICAL VALLEY TRUSS CONNECTION
SCALE: 3/4'4-0'
ECURE 2x4 FLAT TO
BLOCK w/ CUT NAILS
pl a o
0
CURE 1x6 MIN. TO BLOCK w/
(24 x 9' ANCHOR BOLTS w/ 2"
B WASHER SET IN SIMPSON or USP
NIGH STRENGTH EPDXY
(MIN. 6' EMBEDMENT)
CURE 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
:I:
o �7
GARAGE DOOR BUCK ATTACHMENT
SCAI-E: 3/4'•I'-0'
-ENGINEERED TRUSS
' GYPSUM 50ARD OR
' HIGH STRENGTH CEILING
BOARD
2x TOP PLATE
GYPSUM WALL 50AW
2x WOODS STUDS a 24' O.C.
(SIZE PER PLAN)
-SECURE BOTTOM PLATE TO
SLAB w/ 10d MASONRY
NAILS 1132' O.C. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
a
INTERIOR NON -BEARING WALL
P 02i, A7nIO'l
SCALE: 3/4',I'-0
/-PRE-ENGINEERED TRUSS
'GYPSUM BOARD OR
k HIGH STRENGTH CEILING
BOARD
%' TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
or 24' O.C. MAX)
' GYPSUM WALL BOARD
3 WMIFTAL STUDS (25 GAUGE)
24' O.0 w/ FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE is 12' O.G.
V 50TTOM CHANNEL (25
GAUGE) 50TTOM CHANNEL TO
SLAB w/ 10d x I' MIN. MASONRY
NAIL w/ WASHER a 32' O.C. MAX
C�ICRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
NOTE:
STUD GAUGE IS HEIGHT SPECIFIC. CONSULT
w/ MANUFACTURER ON STUD HEIGHT LIMITS.
INTERIOR NON -BEARING WALL
METAL SiU% SCALSt 3/4'd'-0'
' TEXTURED CEMENTITIOUS U RESAR VERTICALLY IN CONC. POURED
COATING MIN. (PER A61M CELL (SIZE AND LOCATION PER PLAN)
CS26) OVER CMU_� ' CMU BLOCK
' UJI:ATHER STRIP MOLDING AROUND DOOR
/ (PER MANUFACTURER'S SPECIFICATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)V x S' ANG4OR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS
1' MIN, SLIDE VERHEAD GARAGE DOOR (BY OTHERS)
SECTION ROOM ALVANIZED STEEL VERTICAL TRACK
B (BY OTHERS - INSTALLED PER
SCALE: rirs. MANUFACTURER'S SPECIFICATIONS)
ARCHITECTS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
��ovovv0000r
SU13MV. & LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
XXX00-00
PROJECT*:
02784.000/00010
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT.
STATE OF FLORIDA
15
DATE: 6 /14 /18
SCALE: 1/4"=1'-0" 1
SHEEDAr-
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 5TUD EXISTS BEYOND EXCEPT
6TAPLE5 W/ %a" LEG MAY BE U5ED TO TEMP.
5ECURE CONTROL JOINT DURING IN5TALLATION
TEMPORARY 5TAPLE5 TO BE REMOVED AFTER
IN5TALLATION
FASTENERS TO BE 5PACED
I" O.C. MAX VERTICALLY
LATH 5HALL NOT BE CONTINUOU5 THROUGH
CONTROL JOINT5 BUT 5HALL BE 5TOPPED AND
TIED AT EACH 51DE. PER ASTM C1013 1.10.1.4
NOTE:
1. FA5TENER5 FOR LATH TO BE NAILS OR
5TAPLE5 IN COMPLIANCE W/ A5TM C1063
2. WIRE TIE5 TO BE (NO. 18) 0.0415' WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO
WALL 5TUD5 REQUIRED PER PLAN
CUT TWO PIECE5 OF FORM FLA5H 1
APPROX. 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE 5PRAY ADHESIVE 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 FLASH 1 IN HALF
(LENGTH W15E WITH ADHE5IVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLASH I
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLA5H 1 TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE. -
PER FBC R10321
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLA5TER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF 45TM C 926-12A.
IN5TALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH A5TM C 10II,
STEP I
INSTALL FA5TENER5
(CLIP5, STRAPS, STAPLES)
A5 REQUIRED TO 5ECURE
PIPE/ WIRE TO FRAMING
PIPE PENETRATION DETAIL
-
SCALE: SCALE: N.T.S.
W TO e'
To".
6' TO 8'
a" THICK, 3 COAT CEMENT
PLA5TER
WRB LAYER 12, FORTIF15ER BUILDING
PAPER TOR APPROVED EQUAL)
APPROVED METAL LATH FA5TENED
61" (VERT,) O.C. MAX AT SUPPORTS
WRB LAYER 01, 5TUCCOWRAP
TOR APPROVED EQUAL)
WOOD 5HEATHING
PROTECTED FLASH TAPE
77 BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6" TO 8" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL 5TUD
TYPE 'M CONTROL JOINT
1 SCALE: N.T.S.
NOTE: APPLY 5EALANT AT "M" CONTROL
JOINT END TO END CONDITION5
U5E FINGER5 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
SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5.
STEP 2
SECTION
IS"%
TAKE 5ECOND PIECE OF FORM
FLA5H I AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
SAME MANNER, MAKING SURE
THE OVERLAP AREA5 ARE
PRE55ED DOWN TIGHT TO THE
PIPE AND 5HEATHING.
TAPE WRB LAYER #I,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO 5HEATHING
WRB LAYER #2, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH I
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO 5HEATHING
ITE SPRAY ADHE5IVE
�TLY TO 055 AROUND
TRAT I ON
TOMERIC COATING
4PPROVED EQUAL)
Is 5TUCCO/ G.V. FIN15H
(5EE TYP WALL 5ECTION)
NOTE:
51DE LAPS OF METAL PLASTER 5A5E5
5HALL BE SECURED 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 01063 1.8.1.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL S STICK
WOOD 5TU
5HEATHI
WRB 11 TAPED T
5HEATHING w/ W
'2 OVER TOP. WI
12 TO BE LAPPE_
VERTICALLY 6" MIN.
5TUCCo OVER
METAL LATH. METAL
LATH TO HAVE 1"
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
P MIN. LAP a
FORTIFIBER BUILDING
PAPER TOR
APPROVED EQUAL)
PAPER LAP
2 SGALE: NTb.
WOOD 5HEATHING
WATER RE515TIVE BARRIER
LAP 51DING (PER BUILDER)
WEEP SCREED
MINIMUM CLEARANCE
(PER MANUF. 5PEC5)
5"Xl" CONTINUOU5 GALV. METAL
5TEP FLASHING (NAIL TO ROOF
DECK, NOT WALL 5HEATHING)
CAP SHINGLE - DO NOT NAIL
ADHERED 5HINGLE5 TRIMMED
TO COVER FLA5HING STRIP
"L" FLASHING
4 SCALE: N.1.9.
NOTE:
APPROVED BUILDING WRAP 5HALL BE LAPPED A
MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 4
6" o HORIZONTAL LAPS.
LATH VERTICAL
LAP TO BE 1"
METAL LATH
TAPE WRB LAYER
#1, 5TUCCOWRAP
TOR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
STUCCO
i" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 12, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER 01,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO 5HEATHING
SHEATHING
LEGEND
DRAINAGE PLANE
(WRB LAYER #I,
5TUCCOWRAP OR
APPROVED EQUAL)
WRB LAYER 02
z (FORTIFIBER
BUILDING PAPER OR
APPROVED EQUAL)
METAL LATH X X X X
5TUCCO = -
WOOD 5HEATHING EZ7- l
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 DOE5
NOT MEET 5PECIFICATION5)
WRB: WATER RE515TIVE BARRIER
A R C H IT E C T S
4Design
Group-inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-5078
FAX:407-7744078
www.abdesigngroup.com
AA M 0003325
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SUHDIV. 8a LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
moo-oo
PROJECT#:
02784.000/00010
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHrrECT-.
STATE OF FLORDA
DATE: 6/29/18
SCALE: 1/4"=1'-O"
SHE�E��T�
VV AI
JUL 10 2018
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED
TO LATH m 911 O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ V LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE SPACED
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. 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 I
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
' OR LESS 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 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 R103.1.1
RIM
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
J' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 02, FORTIFIBER 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
e'
/( }' TO;'
[sAP6'MIN. TO PROTECTED FLASH TAPE
8'
MIL BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 611 TO 8" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
1 APE " ' CONTROL JOINT
NOTE: APPLY SEALANT AT 'M' CONTROL
JOINT END TO END CONDITIONS
USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH I TO THE SHEATHING, MAKING SURE THE
FORM FLASH 115 TIGHT TO THE PIPE AND TO THE
\ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
1 TAKE SECOND PIECE OF FORM
FLASH I 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 FASTENERS
(CLIPS, STRAPS, STAPLES)
AS REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
3 PIPEa PENETRATION DETAIL
SECTION
TAPE WRB LAYER 1,
STUCCOWRAP (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
SPRAY ADHESIVE
.Y TO OSB AROUND
4TION
IERIC COATING
'ROVED EQUAL)
rUCCO/ C.Y. FINISH
(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 ASTM C1063 1.6.1.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL E STICK
WOOD STU
SHEATH(
WRB I TAPED TO
SHEATHING w/ WRB
02 OVER TOP. WRB
"2 TO BE LAPPED
VERTICALLY 611 MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE 1'
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
SIDING
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6' is VERTICAL LAPS (ROLL ENDS) E
6' g HORIZONTAL LAPS.
LATH VERTICAL
LAP TO BE 1'
METAL LATH
TAPE WRB LAYER
M, STUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
WRB LAYER ��, kC.+v4VX "1="srYg�"q
FORTIFIBER BUILDING
PAPER(OR I' MIN LATH
LAP, 4' OVER
ALL LAP
APPROVED EQUAL)
2 PAPER LAP
WOOD SHEATHING
WATER RESISTIVE BARRIER
LAP SIDING (PER BUILDER)
MINIMUM LAP (PER MANUR SPECS)
WEEP SCREED
STARTER STRIP (PER MANUP. SPECS)
MINIMUM CLEARANCE
(PER MANUP. 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
"L" FLASHING
4VCALS Kra
VERTICAL LATH
& PAPER DETAIL
8' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER 1,
STUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
LEGEND
A I DRAINAGE PLANE
(WRB LAYER 1,
�... STUCCOWRAP OR
APPROVED EQUAL)
STUCCO
WRB LAYER 01
z (FORTIFIBER
F BUILDING PAPER OR
7bI I APPROVED EQUAL)
SHEATHING
METAL LATH X X X X
STUCCO
WOOD SHEATHING
SELF-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
Design
Grou �n�.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
01111111111
1
�ovv0000vv�
9VHDIV, de LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
X}IX00-00
PROJECT&
02784.000 00010
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
AFiq-ItTECT-
STATE OF FL001
i
HATE: 6/14/18
SCALE: 1/4$$=1'—O"
rim
$' THICK, 3 COAT
CEMENT PLASTER
STEP FLASHING
OVERLAPS KICKOUT
DIVERTER I' MIN.
STEP
FELT UNDERLAYMENT
SHINGLE ROOFING
DRIP EDGE: OVERLAP 31
,
EXTEND 1/2' BELOW
SHEATHING, MECHANICALLY
FASTEN 4' O.C. MAX.
NOTE:
INSTALL KICKOUT FLASHING
At BOTTOM OF ROOF # WALL
INTERSECTIONS
WRB LAYER *2, FORTIP15ER BUILDING
PAPER (OR APPROVED EQUAL)
WRB LAYER *I, 5TUCCOWRAP (OR APPROVED
EQUAL) TAPED DIRECTLY TO SHEATHING
LAP LAYERS OF BUILDING WRAP OVER
NAILING FLANGE, STOP WRB APPROX.
1 �' ABOVE SHINGLES
SELF -ADHERING FLASHING
DRYFLEKT KICKOUT DIVERTER
5 KICKOUT DETAIL
"r'�" "^'DECEIVE I GOAL OF SHER-CRETE
,ONCRETE WATERPROOFER or
;OAT PRIOR TO ELEC. METER
ON
(PER 3/WAI)
ELEC. METER FIELD VERIFY
LOCATION
ELEC. METER FIELD VERIFY LOCATI
APPLY SEALANT At TOP 4
SIDES OF ELEC. METER BOX
AFTER STUCCO INSTALLATION
ELECTRICAL CONDUIT
PENETRATION
SEALANT ON TOP 4 SIDES ON
CAVITY TO BE FILLED WITH RIGID
POLYMERIC 150CYANATE-POLY5LEND
FOAM ('GREAT STUFF' OR SIMILAR)
J '—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, STUCCOWRAP (OR APPROVED
EQUAL)
WOOD SHEATHING
VENT CAP IS TO 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
51DE5,y4' SEALANT m JOINTS ALL AROUND
8' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WRB LAYER *2, FORTIP15ER BUILDING
PAPER (OR APPROVED EQUAL) BUILDING PAPER
DRYER VENT FRAME) OVER 'QUICK FLASH'
6A BGALE= Nrs. PIPE THROUGH WALL
TRUCTION
SHEATHING
WOOD FRAMED
WALL
HORIZO
BUILDING PAPER
UNDER 'QUICK FLASH'
EVENT PENETRATION
H BCfV E NTB.
WOOD SHEA
WRB LAYER 1,
5TUCCOWRAP (OR
APPROVED EQUAL)
WRB LAYER *2, WOOD-
FORTIFIBER CONSTRUCTION
BUILDING PAPER (OR 8" CMU-
APPROVED EQUAL)
J' THICK, 3 COAT CEMENT
PLASTER
Ys" TO US' MID -WALL
WEEP SCREED
6' SELF -ADHERING FLASHING
WRB LAYER *2, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
1/8" TEXTURED FINISH 6 WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER 9 l' O.G. MAX
Ys' TO V MID -WALL
WEEP SCREED
-6' WIDE STRIP SELF
ADHERING FLASHING, CLEAN
MASONRY BEFORE APPLYING
-TEXTURED FINISH tv MA50NRY
ITAL WEEP SCREED HORIZONTAL WEEP SCREE]
FRAME TO FRAME) ry (FRAME TO BLOCK;
/ B SCALE= N.T$.
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 *I, STUCCOWRAP
(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 *2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
STEP 1
STEP 4
NOTE: ATTACH PER
MANUF. SPECIFICATIONS
MAKE AN 'X" CUT THROUGH
THE PROTECTO FORM FLASH i
IN THE CENTER OF THE BOX
OR OUTLET OPENING
EXTENDING TO NO CLOSER
THAN I' 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
TEXTURED GEMENTITIOUS
COATING
PREMANUR DRYER VENT CAP
(SET IN CONT. SEALANT)
SEALANT 9 ALL SIDES
*LDRYER VENT (BLOCK)
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
LEGEND
DRAINAGE PLANE
(WRB LAYER *I, STUCCOWRAP
OR APPROVED EQUAL
WRB LAYER *2
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO
WOOD SHEATHING
5ELF-ADHE5IVE FLASHING
NOTE:
METAL LATH: LATH t0 BE PER FBC R103.1.1 / A5TM
C-841-09, MIN. 25 L55. PER SQ. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
PUSH THE PROTECTO FORM
FLASH 1 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
(-.-N��LELEQT�RIIAL RECEPTACLE
STEP 3
A R C H I T E C T S
Design
YOUInc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngro up.wm
AA A 0003325
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SUBDIV. 8e LOT:
OAKLAND LAKE
LOT 10
MODEL•
1833
XXX00-00
PROJECT#:
02784.000 00010
PAGE:
WALL
ASSEMBLY
DETAILS
160 WH EXF. C
ARCHITECT..
STATE OF FLORIDA
DATE: 6/14/18
SCALE: 1/4"=1'-0"
SHEET
WA2
WOOD SHEATHING
WOOD CON5TRUCTION
%" HAT CHANNEL W/ %`
TYPE "X" DRYWALL
WOOD 5HEATHING
WRB LAYER #1, -
5TUCCOWRAP (OR
APPROVED EQUAL)
" THICK, 3 COAT -
CEMENT PLASTER
WRB LAYER 01,
5TUCCOWRAP
(OR APPROVED EQUAL)'
AMIGO AM66-WFWC-150 -
CU5TOM CA51NG BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAVER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
s" THICK, 3 COAT CEMENT
PLA5TER
AM(oS-WFWC-150 CU5TOM CA51NG
BEAD (OR APPROVED EQUAL)
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
III \ � WRAPPEDDHCORNER OF CANTILEVER
AMIGO AM66-WFWC-150 CU5TOM
CA5ING BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
CASING BEAD DETAIL @ CANT.
LEGEND
DRAINAGE PLANE
IWRB LAYER #I, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAVER 12
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
5TUCCO
WOOD SHEATHING
5ELF-ADHE5IVE FLA5HING
X
X
X
X
d
EQUAL) CA51NG BEAD
5/5" 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
NOTE:
METAL LATH: LATH TO BE
PER FBC R103,11 / A5TM
C-541-09, MIN. 2.5 L55. PER
5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET 5PECIFICATION5)
WOOD CON5TRUCTION
WEATHER RE515TIVE
BARRIER #1
WEATHER RE515TIVE
BARRIER *2
$" THICK, 3 COAT CEMENT PLA5TER
METAL LATH
WOOD 5HEATHING
HEADER/BEAM
4" P051TIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(5HOWN FOR CLARIFICATION OF
SEPARATE ACCE55ORIE5 ONLY)
DRIP EDGE INSTALLATION
11 A gCp,LE: N.TA
2x FRAMING MEMBER
$" TRICK, 3 COAT CEMENT PLA5TER
CORNER BEAD FA5TENED TO
SHEATHING o 1" O.C. MAX.
WRB LAYER 11, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD 5HEATHING
METAL LATH
" WRB LAYER 02, PORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
CORNER BEAD @ FRAME
12A BCAI.E: N.
CORNER BEAD
(FA5TENER S SPACING ia 1" O.C.)
CMU
%' THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
) I CORNER BEAD @ BLOCK
12B SCALE: N.TA
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.a bdesigngroup. com
AA #: 0003325
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SUBDIV. & LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
moo—oo
PROJECT#:
02784.000/00010
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
DATE: 6/29/18
SCALE: 1/4"=1'-O
SHE�ET� ��
V V A3
JUL 10 2018
WOOD SHEATHING
WOOD CONSTRUCTION
%' HAT CHANNEL W/ s/s'
TYPE 'X' DRYWALL
WOOD SHEATHING
WRB LAYER *I,
5TUCCOWRAP (OR
APPROVED EQUAL)
8' THICK, 3 COAT —
CEMENT PLASTER
WRB LAYER *I,
5TUCCOWRAP
(OR APPROVED EQUAL)
AMIGO AM66-11FWC-180
CUSTOM CASING BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER *1, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER *2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
' THICK, 3 COAT CEMENT
PLASTER
AM66-WFWC-180 CUSTOM CASING
BEAD (OR APPROVED EQUAL)
WRB LAYER "I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
6' SELF-ADHEREING FLASHING
.I WRAPPED m CORNER OF CANTILEVER
AMIGO AM66-WFWC-180 CUSTOM
CASING BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
CASING BEAD DETAIL 0 CANT.
FINI5H LAYER (2 LAYER
PEEL E STICK)
6' PEEL 4 STICK m DRIP
EDGE TO DECK
I X'XI %' P.T. OR 5IMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
WATER PROOFING lot LAYER (2 LAYER
PEEL Q STICK) WRAPPED FROM
BALCONY DECK TO CANTILEVER
6' PEEL 4 STICK a DRIP EDGE TO DECK
SUB FLOOR
FULL SHEETS OF PEEL E STICK
I Y"XI 3/4' P.T. OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
Y' GAP FOR BACKER
ROD 4 SEALANT
g' THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CASING BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CASING BEAD
wCOMPONENTS PULLED
APART POR CLARITY
LEGEND
DRAINAGE PLANE
(WRB LAYER *I, STUCCOWRAP
OR APPROVED EQUAL
WRB LAYER *2
(FORTINBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING
EQUAL) CASING BEAD
5/8' TYPE "X' DRYWALL
W/TEXTURED 4 PAINTED FINISH
8' THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
3' X 3" 26 GA. GALV. METAL DRIP
EDGE SET IN FULL BED OF SEALANT, V
MIN. SPACE FROM DRIP FACE TO TREX
X
X
X
X
I
a
L-
Y' GAP FOR BACKER ROD 4 SEALANT
VINYL (OR APPROVED EQUAL) CA51NG BEAD
WEATHER RESISTIVE BARRIER *1
THER RESISTIVE BARRIER *2
—DECK MEMBRANE, EXTEND OVER DRIP EDGE
/-3" X 3" 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANT, Yz" MIN. SPACE FROM
NOTE:
METAL LATH: LATH TO BE
PER FBC R103.1.1 / ASTM
C-841-09, MIN. 2.5 L55. PER
SQ. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER *1
WEATHER RESISTIVE
BARRIER "2
$' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL)
4' POSITIVE DRAIN WEEP SCREED
NO GAP IN MELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
, DRIP EDGE INSTALLATION
Y' GAP FOR BACKED
ROD 4 SEALANT
VINYL (OR APPROVED EQUAL)
CASING BEAD
WATER PROOFING lot LAYER
(2 LAYER PEEL E STICK)
PEEL 4 STICK
SUB FLOOR
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 E
DECK TO CANTILEVER OPT. BACKER ROD
J' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RE515TIVE BARRIER *1
WEATHER RESISTIVE BARRIER *2
4' P051TIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
,-B ALCONY DRIP EDGE INSTALLATION
1 D ac�eL>:; Kra
3f#C0MPONENTS PULLED
APART FOR CLARITY
8" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CASING BEAp
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
COINER BEAD FASTENED TO
SHEATHING 's 1' O.G. MAX.
WRB LAYER *1, STUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER *2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
SCORNER BEAD ® FRAME
1 �+H N.ib.
CORNER BEAD
(FASTENER 4 SPACING
CMU
W THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MASONRY UNIT
,CORNER BEAD ® BLOCK
1 �+L 8cA1E xra
COLUMN SHEATHING
WEATHER RESISTIVE BARRIER *I
WEATHER RESISTIVE BARRIER 02
'SELF ADHERING E FLASHING
PEEL �� STICK
1 Xz x3' L FLASHING FULLY
EMBEDDED IN ROOF CEMENT
I " X 3" 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANT, Y' MIN. SPACE FROM
DRIP FACE TO TREX
FATHER RE516TIVE BARRIER *1
'WEATHER RESISTIVE BARRIER *2
-EXTERIOR COLUMN
COLUMN SHEATHING
`6" SELF ADHERING E FLASHING
:1, z"x3' V' FLASHING FULLY
EMBEDDED IN ROOF CEMENT
Y' X 3' 26 GA. GALV. METAL DRIP EDGE
SET IN FULL BED OF SEALANT,Y' MIN.
SPACE FROM DRIP FACE TO TREX ON
ALL 4 SIDES OF COLUMN
-VINYL (OR APPROVED EQUAL) CA51NG BEAD
-WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK)
WRAPPED FROM BALCONY DECK TO CANTILEVER
8' THICK, 3 COAT CEMENT PLASTER
-METAL LATH
-WOOD SHEATHING
-WEATHER RESISTIVE BARRIER *1
-WEATHER RESISTIVE BARRIER *2
- 4' POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
i @ COLUMN W/ 'T' FLASHING
1 l8—aFg. Nra
A R C H I T E C T S
Design
roul Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
1
BIIIIIIIII
sVHaiV. ae LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
XXX00-00
PROJECT&
02784.000/00010
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARC`.HITEC'D
STATE OF FLOM
DATE: 8 /14/18
1 SCALE: 1/4"=1'-0" 1
SHEET
L 1
WOOD 5HEATHING
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
8" TRICK, 3 COAT
CEMENT PLASTER
6"5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WRB LAYER 11, 5
(OR APPRO'
WRB LAYER #2, FORTIFIBE
PAPER (OR APPRO'
I
a
TF
CEME
(o" 5EL
WINLvLu rL_,yivL�G
CASING BEAD C WINDOW
(FRAME, NO BAND)
1 3A SCALE:KTA
)TUCCOWRAP
> EQUAL)
IG
:ORTIFIBER
R (OR
1AL)
T
:R
WOOD 5HEATHING
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIFIBER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
s" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CA51NG BEAD
6"5ELF-ADHERING FLASHING
DRIP CAP
WOOD SHEATHING
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
11, VIEW FOR 8 THICK, 3 COAT
CLARITY) CEMENT PLASTER
WINDOW FLANGE
WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD
WRB LAYER $2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
$" THICK, 3 COAT
CEMENT PLASTER
6 "5ELF-ADHERING
FLASHING
DRIP CAP
CASING BEAD 4 WINDOW WINDOW FLANGE
FRAME, W BAND
1 JD BCALE: N.TS.
LEGEND
DRAINAGE PLANE
(WRB LAYER #I, 5TUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER 12
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO ° ° a
Qa
WOOD SHEATHING 7171171-,
5ELF-ADHE5IVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C-541-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET 5PECIFICATION5)
1X TRIM MEMBER 6 STUCCO
TO SIDING TRANSITION
5101NG
Y.' GAP TY-
OA51NG BEAD
TO TRIM
s' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
`—WRB LAYER #I, 5TUCCOWRAP
WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL)
(OR APPROVED EQUAL) CASING BEAD
(o' SELF ADHERING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING BEAD
14 SCALE: NTA CROSS-SECTION)
WOOD 5HEATHING
METAL LATH
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
a" THICK, 3 COAT
CEMENT PLASTER
$' THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
CASINGAND (FRAME)
15 SCALE: nLrs.
/ SEALANT YGAF TOP METAL LATH \ /
CASING BEAD
T SEALANT
TO WINDOW
WRB LAYER #2, FORTIF15ER BUILDING
WINDOW FRAME PAPER (OR APPROVED EQUAL)
WOOD 5HEATHING WINC �'' I "" "�'�
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
6' WIDE PEEL 4 STICK
OVER FLANGE
E-Z BEAD VINYL
(OR APPROVED EQUAL) CASING 2,
(W/%a" FLEXIBLE PVC BACKER ROD
INCLUDED)
*APPLY FULL BED OF
SEALANT BETWEEN —
FLANGE d BUILDING WRAP
UEZ BEAD WINDOW CASING
17 SCALE: N.T.S.
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
8" THICK, 3 COAT CEMENT
PLASTER
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
E-Z BEAD VINYL (OR
APPROVED EQUAL) CASING
(W/%a" FLEXIBLE PVC BACKER
ROD INCLUDED)
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
6' 5ELF ADHERING FLASHING
WOOD SHEATHING
DETAIL EXPLODED FOR
CLARITY
A R C H I T E C T S
Design
rou p-inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
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SUBDIV. & LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
xxxoo-00
PROJECT#:
02784.000/00010
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
0
DATE: 6/29/18
SCALE: 1/4"=1'-0"
SHEET
V V �
A4
JUL 10 2018
- WOOD SHEATHING
WRB LAYER *I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
$' THICK, 3 COAT
CEMENT PLASTER
6"SELF-ADHERING
FLASHING
RIP CAP
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" SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD @ WINDOW
13A FRAME, NO BAND
,�, Z
WRB LAYER *I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
(EXPLODEC) THICK, 3 COAT
AEW FOR CEMENT PLASTER
CLARITY)
WOOD CONSTRUCTION BEYOND
WOOD SHEATHING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER #2
X 7 Y' LAP SIDING W/6" REVEAL
6' 5ELF—ADHERING FLASHING
STARTER STRIP PER
MANUFACTURER'S INSTALLATION —
INSTRUCTIONS
DO NOT CAULK OR SEAL OPENING
GALV'D METAL 7' FLA5HING
STUCCO CA51NG BEAD
SIDING TO STUCCO
® BLOCK TO FRAME TRANSITION
WOOD SHEATHING
WEATHER RE515TIVE BARRIER M
WEATHER RE515TIVE BARRIER 02
%' X I Ya' LAP SIDING W/6 REVEAL
6' 5ELF-ADHERING FLASHING
STARTER STRIP PER MANUF�
INSTALLATION IN5TRUCTION5
DO NOT SEAL OPENING
GALV'D METAL "Z' FLA5HING
E-Z BEAD VINYL
TOR APPROVED EQUAL) CA51NG
(W/W FLEXIBLE PVC BACKER ROD)
6' SELF -ADHERING FLASHING
Ya" THICK, 3 COAT CEMENT PLASTER
WEATHER RE5ISTIVE BARRIER *1
WEATHER RESI5TIVE BARRIER *2
WOOD SHEATHING
WRB LAYER *I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIFIBER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
' THICK, 3 COAT CEMENT -
PLASTER
ANGLED CA51NG BEAD
6"5ELF-ADHERING FLASHING
DRIP CAP
WOOD SHEATHING
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
EXPLODED 'THICK, 3 GOAT
CLARITY) CFOR ''� CEMENT PLASTER
WINDOW FLANGE —�
WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD
WRB LAYER *2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
g' THICK, 3 COAT
CEMENT PLASTER
6'5ELF—ADHERING
FLASHING
DRIP CAP
CASING BEAD ( WIN OW WINDOW FLANGE
13B ,� FRAME, W BAND
6' SELF —ADHERING FLASHING
WEATHER RESISTIVE BARRIER I
WEATHER RE515TIVE BARRIER *2
STARTER STRIP PER
v a MANUFACTURER'S INSTALLATION
INSTRUCTIONS
6' 5ELF—ADHERING FLASHING
GALV'D
METAL
"Z'
FLASHING
DO NOT
CAULK
OR
SEAL OPENING
GALV'D METAL 7' FLASHING
STUCCO CASING BEAD
WOOD CONSTRUCTION BEYOND
� 6' SELF -ADHERING FLASHING
WEATHER RE515TIVE BARRIER I TO LAP
6' MIN. ABOVE TOP OF "Z' FLA5HING
WEATHER
RE515TIVE BARRIER 02EATHER RESISTIVE BARRIER *1
GALV'D METAL 'Z' FLASHING
DO NOT CAULK OR SEAL OPENING
WEATHER RE515TIVE BARRIER *I TO LAP
6' MIN. ABOVE TOP OF 7' FLASHING
6' SELF -ADHERING FLASHING
WEATHER RESISTIVE BARRIER *I
BEAD VINYL (OR APPROVED EQUAL)
CA51NG (W/%' FLEXIBLE PVC BACKER
ROD)
WEATHER RESISTIVE BARRIER *2
SIDING TO STUCCO
C� FRAME TO FRAME TRANSITION
W ACALIP. NTA
LEGEND
DRAINAGE PLANE
(WRB LAYER #I, STUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER #2
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO
WOOD SHEATHING
SELF-ADHESIVE 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 SPECIFICATIONS)
rS�LANT—
WINDOW FRAME
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
' THICK, 3 COAT CEMENT
. ��P YPLASTER
IX TRIM MEMBER � STUCCO To CASING TRIM METAL LATH
TO SIDING TRANSITION WRB LAYER 02, FORTIF15ER
SIDING BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
r:�� '�+� ° +sir•
�WRB LAYER 1, 5TUCCOWRAP
LWR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)
(OR APPROVED EQUAL) CASING BEAD
6' SELF ADHERING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
gCASING BEAD
w4z KT9 ! GR068-8EG7M
WOOD SHEATHING
METAL LATH
WRB LAYER "I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
$' THICK, 3 COAT
CEMENT PLASTER
THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
WOOD SHEATHING
FlWRB LAYER 1, STUCCOWRAP
u
(OR APPROVED EQUAL)
7L
WRB LATER 02, FORTIF15ER
BUILDING PAPER
i1 (OR APPROVED EQUAL)
METAL LATH
$' THICK, 3 COAT CEMENT
(EXPLODED PLASTER
VIEW FOR
CLARITY)
CASINGAND (FRAME)
15: KTB.
-YT WIN OW METAL LATH
Yr
CASING LEAD � SEALANT
YO WINDOW
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WOOD SHEATHING WINDOW FRAME
I
WRB LAYER #1, STUCCOWRAP �
j,
(OR APPROVED EQUAL)
6' WIDE PEEL 4 STICK
` OVER FLANGE
E-Z BEAD VINYL
(OR APPROVED EQUAL) CA51NG 2.
(W/%s' FLEXIBLE PVC BACKER ROD
INCLUDED)
*APPLY FULL BED OF
SEALANT BETWEEN
FLANGE 4 BUILDING WRAP DETAIL EXPLODED
CLARITY
EZ BEAD WINDOW CASING
17 i1cALE. KTA
$' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER *2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
E-Z 5EAP VINYL (OR
APPROVED EQUAL) CASING
(W/%8' FLEXIBLE PVC BACKER
ROD INCLUDED)
WRB LAYER *I, STUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
6' SELF ADHERING FLASHING
WOOD SHEATHING
•-
A R C H I T EC T S
Design
YOUrrinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. ab d esigrgro up.co m
AA M. 0003325
Lvvvv000vv�
svaaxv ae LOT:
OAKLAND LAKE
LOT 10
MODEL•
1833
xxxoo-00
PROJECT*:
02784.000/00010
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
A OIFECT:
STATE OF FLORIDA
"
1
DATE: 6/14/18
SCALE: 1/4"=1'-0"
SHEET T A
d 4
CUT HOUSEWRAP AT
45° 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)
1 u �, w (FRAME)
APPLY 081 I42U (OR
EQUAL) SEALANT •
WINDOW/CMU JOINT.
FLUID APPLIED
FLA614ING (LANCO
WHITE -SEAL RC-868
OR EQUAL)
SLOPE SILL
TO EkTERIOR
WALL FLASHING INST
DETAIL (MASONF
TION
TEMPORARILY FOLD -UP 4
SECURE POUSEWRAP (OR
P UNDER) at HEAD
ALIGN FLEXIBLE
SELF -ADHERING
FLASHING W/ INT. EDGE
OF SILL R.O.
FOLD HOUSEWRAP
IN AT JAM55 4 SILL MECHANICALLY
FASTEN FANNED
EDGES. (CAP NAILS,
SLOPE SILL RO. TO STAPLES)
EXTERIOR
INSTALL &' SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAM55
EXTEND FLASHING MIN I"
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
STEP 2 INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
01 LI, u
NOTE:
I. IT 15 THE CONTACTORS RE51"ON5I5ILTY
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
V SELF -ADHERING
F OVER VINYL HEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING I' MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
APPLY 3/8" 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—Sr VERY END
DAMS REQ'D. AT
EACH END OF SILL
' MIN. TEXTURED
CEMENTITIOUS COATING
OVER BLOCK
JSEWRAP DOWN 4
DIAGONAL CUT 4
HEAD OF WINDOW
a
'MIN. TEXTURED
CEMENTITIOUS COATING
OVER BLOCK
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 PILL
LEVEL AND SQUARE f
MANUFACTURERS WRI1
INSTRUCTI,
APPLY MEMBRANE
FLASHING OVER JOINT
INSTALL b" WIDE ADHESIVE
BACKED FLEXIBLE FLASHING
MATERIAL OVER DRIP CAP JOINT
(PROTECTO-WRAP 5T-20XL
OR APPROVED EQUAL)
1/8,
' MIN. TEXTURED
CEMENTITIOUS COATING
OVER FRAME
STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME
(MIN. THICKNESS") (MIN. THICKNESS") (MIN. THICKNESS")
SIDING LOOK
ORLANDO/TAMPA ORLANDO/TAMPA
S. FLORIDA S. FLORIDA S. FLORIDA
MINIMUM STUCCO THICKNESS
19 MCAL t NSA
STEP 5
STEP 9
'MIN. TEXTURED
CEMENTITIOUS COATING
OVER FRAME
STUCCO OVER FRAME
(MIN. THICKNESS")
SIDING LOOK
S. FLORIDA
A R C H IT E C T S
Desi n
p
10U Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX407-774-4078
www.abdesigngroup.com
AA #: 0003325
Lima
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OE
8
m
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O
C
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>,9VH3DIY. ]OLAKE
OAKLAND
LOT 1
MODEL:
183
XXX00-
PROJECT*:
02784.000 00010
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
DATE: 8 /14/18
1 SCALE: 1/4"=1'-0" 1
SHEET