HomeMy WebLinkAboutBUILDING PLAN PAGE 1-14A R C H IT EC T S
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #- 0003325
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U W/ BLOCK WALL rro3�AT L.B.W. (W/ UPLIFT) AT L. B. W. AT L.B.W. (W/ NO -UPLIFT) STAIR DETAIL
SCALE, 1/2'-I'-V' 5CALE: ScAl 1/2-01-0 3 0GALF,
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(1) MD 11MAIR ON CA4AIRS PILL TERMITE TREATMENT SHALL DIE S -All To W SECURE 50, IGM PLATE TO 4tAD GP GARAGE _�ODCURE I T. 5T. I
SECURIE WITC" PLAN To LLV -0
MORA-CARIE WIPSM SIP4 032101r- MAX VARIES WIT14 SLOPE MASONRY MAL 0 32
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TREATMENT 04ALL ISE
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IS
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rA R C H I T E C T S-1
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 1
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043
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CREEKSIDE
LOT #111
PROJECT
0437000
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RIGHT
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MONOLITHIC
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DTLS/SECTIONS
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SCALE� SEE ENERGY CODE FORMS POR
-VALUES
4 INSULATION R
CLEANCUt Rsm"NED
v cm CLEAN= REQUIRED ARCHTECT
_L d FOR IINSPECTION ION
GAS LINE THRU BL K V2, OYPI ILIL. DO. FOR INSPECT STATE OF FLORIDA
WOOD DASE
4- caqc. IWINP. W1 6'x6' UAXUAAC UJIM
7A to ON 6-M6 POLY E rHYLIENE VAPOR
ReTARpFR ON IIrLl_-C40MPAC1VD CLEAN �101_01 FIN. FILM �l 01-01 PIN. P-R.
0 PILL TERMITE TRIEATMENT SHALL BE Ir Ir —
(1) *5 WISAR SET IN SIMPSON 404 0 SORA-r-AW TIE VERTICAL REDAR -TIE VERrICAL REFIBAR
z 6TRIEMTH EPDXY 61 a -BED. MK (2) 410 WMAR a I To HORIzal'ITAL to PORIZON IAL
-STORY
L MISAIR * 2-87ORr RrISAR tUl IV' HOOK RERIAR W1 10' HOOK
7 LO
OUTSIDE REOAR TO BE pvr CAASE THM FOOTING
Ile C40NTNUCXZ m
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VAPOR RETARDER ON (1) me REDAR f ROL
AT CORNEW f I -STORY'
QIIELL-Ca'IPACIED CLEAN PILL V 210 LAP MIN. 1 93723
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2-STORY
MORA-CAREE (3) 06 IWISAR ON CPAIRS
(2) 05 REPAIR ON C44AIPM HORIZONTAL/VERTICAL 0
HORIZONTAL/VERTICAL REINFORCING AT PRUWT -
PIPE THROUGH rv__� REINFORCING ru-"\ BEARING CHANGE 04/05/17
TYP. RETROFIT FOR I -STORY FOOTING SCALIE: 14'.1'.0- DATE: tt=lJ_0Ip
REBAR LAP AT FOOTING TYP. REBAR LAP OCAME: 1/4
LINTEL CORNERS MUMT
I �_o � T__N I
ALL, lEXrr=:?I0FZ I700rrE;F;,>S AT 17II�41SI-1 SI�A�B'S TO IE31E MII'�_. 12" �BEITOW lUl*4DISrrT_JTRlRE:1D SC)II� CONTROL DATE: 07/01/151 ij
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OVER 030 FELT PAPEI
INSTALLED PER r-5C1
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SHEATHING OR �` =1
PLYWOOD SECUREI
PER FASTENIZI
SCHEDUL
PRE-5NG TRUSS
MTL. DRIP EDGE
2x4 OR 2x(b FASCIA PER
ELEVATIONS
-IT
VENTED ALUM. 5OFF
EMBED. STRAP VERIFY
W/ TRUSS PLAN
%'THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
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y (y
I —STORY
0
in L E --s
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qSULATION R-VALUES
GYPSUM 5CARD OR HIGH
TRENGTH CLG. 50ARD
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RE5AR CONTINUOUS
RECAST LINTEL
EE ENERGY CODE FORMS FOR
SULATION R-vALUES
wINDOW ATTACHMENT AS F
ER
MANUFACTURES SPEC[FICATIOK5
PRECAST SILL
(1) 05 RE15AR VERTICALLY W
CON.C. POURED CELI_
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a, Cmu
1/2' GYP. WL. Br_).
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
Rc�Or;I2.1 ON all 0.5.5.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEE
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(SEE DETAIL E74:)3)
2X& P.T. SECURED To
MASONRY w/ 1/2 `xS' A.B.
wl 2' D IA. WASHERS, 1
MIN. EMBEDMENT WITHIN
8' OF EA. END, 32- O.C.
MAX IN FIELD.
CONC. FILLED LINTEL
5L< W/ (1) 05 REBAR
CONTINUOUS
PRECAST LINTEL
15/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
015) RE5AR-
VERTICALLY W1 cONC.
POURED CELL
all In
MU
11-011
T� ;�
04-.
<
1—STORY
GABLE BLOCK[-
L
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2X4,tiiii
TAPCONS OR DRIVE I -IN
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(MjIsL SPANK SIZE .146
TAPCONS OR DRIVE MIN
MIN, HEAD 61M _-IM
eMK SHANK SIZE A40
MK EMMPM15NT 049
MN. HEAD S[Z� 300
WITHIN &' OF EACH END 4 NOTE: STRUCTURAL 2
,SI Ojr. MAX SPACING. X MUST BE
MIN. EMBEDMENT I Jt4')
WITHIN 8- Or PAW rr 4
NOTE. STRUCTURAL 2X MUST BE
_Lr )J'DRYWALL
ON al 4 SECURIM TWRDUC44
2X640
151 Or� MAX $rACNr
x
ON OuTslpr� 4 SECUIlrEp
I'X4' OR 'X21 P.T. NAILr=fR
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NON-STRUCTUR4L Y&' TAPCOK
88CJJW TO BLOCK Wn-%' MIN 44, vmlwmmrm"r INTO
2X6=
THROUG44
TAPCON MIN. I-YWEMSIEPMENT
11 SECUlle THRU PRAME
TAPCONS OR DRIVE PIN BL6CW
(MIN, iil 61M.141$
SECURE To BLOCK
WO TAPOONS OR
INTO 5LODe_
EXTEND IA' INTO 131-04 CK
W/ Vol TAPO" OR DRIVE
MIT-L HKAD SIZE zoo CMU
PIN
PIN
MIN. Er15EDrlaN7 I IVV __Lr DRYWALL
(MIN. SPANK 61M.14r
&I CMU
(MIN- SHANK SIZE J4&
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M" ' SIM '300
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PRYWALL
MIN. HEAP SIM 300
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MII'L EMBEDMENT I-y
4'
U1114IN W OF EACH END 4
SEDURE! T -0 BLOCK W/2-*4 0.5"" 4'MIN.
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DOOR CASING
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2X9,11111111111
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MIN. mmmomew 14,) TO 2� ER
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WITHIN S' Or EAC44 END 4 MANUFACTURES DETAIL$.
MIN. ieAp SIZE _1IM
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MANUIMACTUIRIVS MTAILS.
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��ND 4
NOTE, fWrKAS NEEPW TO M11-115
JAI'M (DO Ntr rXCMDA;
JAPM fDO NOT rXMM R)
18'Cjt:. MAX SPACING.
JAMB = NOT rXMM YV
DOOR JAMB TO BLOCK +3 OR +5
TVWW TO BLOCX Olt
DOOR JAMB TO BLOCK +1-1%ir
DOOR JAMB TO BL40CK +3"
A +6/�4
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TAPC" OR DRIVE PIN
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(MIK SHAW, SIZE A4b
MIN. PIEAP SIM _11W
MIK HEAD SIZE 32"
MII'L EMBEDMENT 1 Y4') WITHIN
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MX EMMPM134T 1 Y49 WITI-41N
0' 0- IFACH 04P 4 191 Or-
MX EMBEDMENT 1 Y49 WITHIN
III- OF MAC44 ENE) 4 IS' OjC.
8' OF EAC.14 END 4 IS' CZ,
MAX SPACING.
NOM STRUCTURAL 2X MUST
MAX SPACING.
MAX SOACING.
NOTS! SIT&CMIRAL ;X MUST
2XIIIAE
BE ON OUTSIDE 4P 9Z OUP=
2>06lom
2X6M
ME ON oui-sviiE 4 sEcUwP
SECURSE TO BLOCK
TWROUGH N ON-STRUCTLIRAL
SECURE TO BLOOK W4-%'
SECUIW TO BLOCK W 1W
THROUCIA4 NON- STRUCTURAL
W/2-W TAPOONS OR
7AFCCIN MIN. I-&
TAPCON6 OR DRIVE PON
V5 PI;
TARO" OR PRI N
W TAPCON MIN. 1-)141
PRIVE FIN
V1151EDMIENT INTO BLOCK.
(MIN. 54ARK SIM.14S
(MIN, WANK SIMMS
EMBEDMENT INTO BLOCK.
(MIN. SHAW, SIM J40
MIN. HEAD SIZE 300
MIIL HEAD SIM 3100
MIN, HEAD SIM 300 —
,-a CMU
MIN, EMBEDMENT 1 Y49
WITHN 8' OF EACP END
-IN
f
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MIN. EMBEDMENT I Yv) wm�N
'
a, CMU
MIN. EMBEDMENT I Al)
DRYWALL
IS'Ojr_ MAX SPACING.
a' Cr EACH, " O'C
MAX OINIACINO;�
DRYWALL
I'X4' OR IW' P.T. NAILER
WITHIN a, or r=AC44 END
4 18'OjC. MAX SPACING.
2XD�
I-IIX41 OR 11XV P.T. NAILER
RND 2X SECURE TO
2xs:�
I'X4' OR I'X2' P.T. NAILER
2XSmW
GrCURE TO BLOCK W12-%'
Ol CASING
Seculc TO BLOCK W/2-%'
KIN
00 R CASING
SECURE TO ISLOCK—,
STRUCTURAL ME�R
ST�
WINA26 WITPN 81 oP rA0
7APCONS OR DRIVE PIN
(MIN. SHANK SIZE .14D
)10
TAPCONS OR DRIVE PIN
(mo%L 844AW SIM J4b
r
W12 -%' TAFCa,18 OR
PRIVE PIN
-Z
END 4 6' TO S' O.CL MAX
MIN. PI�AD SIM 300
POOR JAI-0 OR WINDOW
MIN. HEAD 512E -100
_00
I
POOR JAMB OR WNPOW
(MIN. SHANK SIM J46
CASING
NT I y WITHI
MIN. IEME�NT I Y4'
ITACP TO 2X MR
MIN. EM15MM15ENT I WITPI
r 41
rre
- ,
TTACH TO 2X MR
MIN. wrZAP, SIM 300
DOOR JAMB OR WINDOW
�M
;)�
6' 0= EACH END 4 18' Or-
041 O'C'
MANUFACTURES DETAILS.
8' 0- IEAC44 rzND 4 iW' O'rS-
M
MANUFACTURES DETAILS.
MIL W1WDMNT I yg�o
TTAC14 TO �X PER
MAX SPACING. S411
S41
AS NMDED TO PLUMB
MAX SPACING.
NOM: &PIM AS NEEPED TO M"
WITHIN a' Of: EACH 4
18' Or- MAX SPACING.
MANUrACTURtES DETAILS.
JAMS (DO NOt8XCEED Y41)
JAMB (DO NOT P p Y4,)
NOTE,
JAMB
SHIM AS NrzEDEP To PL"
(DO Nar EXMIEP A';
CK +1-1
DOOR JAMB TO
DOOR JAMB TO BLOCK +T
B W"w TO BLOM �1-j
iftho-Irm-H
2 4f'
NKCK++2,y
DCALEI
\Z_/ SCALE2
FASTENER
SC:HEE>UL_E=-
A-
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST �=IVE 5ATS 4'-0" O.C.
(AT SHEATHING SEAMS)
STIFF5ACK AT ALL UPRIGHTS
OVER 4'-10' HIGH (SEE SEALED
ENG� FOR SIZE AND CONDITION)
PRE-ENG WD. TRL4SS 24" O.C�
MAX.
CONT. 2x4 RAT RUN SECURED W/
(2)12d's a EACH TRUSS
SEE 5NERGT' CODE FORMS FOR
INSULATION R-VALUE5
5/8" GYPSUM 50ARD OR 1/21'
HIGH STRENGTH CLG. BOARD
IX2 FIRE -STOP
SEE ENERGY CODE FOR.TIS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
:-CASTCONC. SILL
P�T, FURRING STRIPS 0 24" O.C�
1/2" GYP. WL. 5D.
WOOD BASE
2X4w
WCUR.JE TO BLOCK 11W
TAP047AS OR PRIVE ION
fMK SHANK SIM J4b
MIN. HEAD SIM 4300
MrK ETIE�PMENT 14')
NOTE: STRUCTURAL 2X MUST BE
WITHIN S' 0-- MACH END 4
ON OUTSIDE 4 SECURED
IV Or- MAX SPACING_
THwxa4
2>(6�
TApccN, MIN. 1-4, m1womrmw
WCUl 15LOCK
INTO BLOCK
WA-1/4'"IAPCONS OR
PRNS PN
(MIN. ePANK &M.141s
CMU
MK HE= SIM 4300
mrL rmempmNT Ov)
WITHIN, a, cx- EACH END
IU� P.T. NAILER
18'OC- MAX SPOACII
2xs�
7,' OAM X 4- MIN.
WCURE 1.0 := WIA-114'
TAill OR Ve ION
DOOR CASING
eMM SHAW SIZE 14b
DOOR JAMB OR WINDOW
MN. kr�Ap SIM -nW
AITAW TO 2X PER
MIN. m-ammrwr iv4l)
MANUP-ACTUIll DETAIL&
WITHIN 81 or EACH END 4
NOM, SWIM AS NrrPrP TO PLUMB
18' O.C. MAX 5PACIN53,
JAM (DO NOT EXCEED A')
DOOR JAMB TO BLOCK +3 -7/16"
rr ) WHIDOW TO BLOCX +3--7/la'
2X4=
sEcuiw To BLOCK w4l
TAPCONS OR DRIVE PIN
(MIN. 814ANK 814E.14b
MIN. HEAD SIM 300
MlNL EMBEDMEXT I AP4')
WITHIN 9, or EACH END o
NOTEi STRUCTURAL 2X MOT
]VOl MAX SPACING
m ON OUTSIDIZZ 4 GrECURM
2XIttiiiiiii
TPROUC144 NON-bTRJC7URA_
SECURE TO BLOCK WA-114'
Vol TAPl MN- 1-4-
TAPCON18 OR DRIVE FIN
EMBEDMENT INTO BLOCK
(MIN. SHANK S[M.145
MJN� �-EAP SIZE -,I=
'0
MIN. MMWPMPNT 1 YV
4
WITHIN 8' 0- MAQ4 ET-0 4
DRYWALL
18' OjC. MAX SPACING.
I
IX4'OR 001 P.T. NAILIER
2Xft=
- W 114�
SECURE TO 15LOCK WA-114'
/1' P.T. X 4- MIN.
VS
TAPCONS OR PIN
PIN
GOR CASING
IrVOOR
(MIN. SPANK 6 7-4143
.1
MIN. HEAD SIZ 300
r
MIN. EMM T I
OMENT 1 ,e
4
JAMB OR WINDOW
WIT44N *1 01-- EACH 4
END II
TO 2X PER
16'O.C. MAX OPACN C
\=AC=S PrTAII-S.
NarP- &4M
AS NMErMo To Ill
JAMB (00 NOT 1EXCEEP49
"
L fREQUIREt
IrENT5 TOP CORD ELOr-KING AT 4'
R4X;F D[AFPRAGM
USE 1/16" 0.6.15, OR 1/2' CDX f-L-r- WITH V IRING SHANK GUN NAII-S AT
41 O.C. AT SUfmPORTEp IOANEL eDC.ES AND 00 RING SpAW� GUN
NAILS AT 61 O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END PR4ME USE 06 GUN NAILS a 4' OjC
SIZE
HEAD
I LENGTH
I DIA
ITENSILE 571k]
ad
ROUNDMODIri
11c000
CRT
=pjI3
I
ioa
ROUNDMODIFIEP
2 1/8'
1281
110000 1
ORT
EXTERIOR SHEATHING NOTE; NAILS TO BE MF;G. 5'T' MEMBER OP: INT_
STAPLE, NAIL 4 TOOL ASSOCIATION
USE 1/2' COX OR 1/16' 0615 FLY WITH 08 RING SPANK. GUN NAILS AT (b
Or,. AT PANEL SiDES AND 08 RIWs SHANK GUN NAILS 4- 04% TOP 4 1. 0.113 INCH NOMINAL SHANK DIAMETER
BOTTOM PANEL AND 00 RING SPANK GUN NAILS AT &I O.C. AT 2. RING DIAMEJER a- jV,012 OvEg 21ANEIBS
INTERMEDIATE SUFFORT'S OR1/16' ZIF SHEATHING SYSTEM 116 TO 20 RINGS PER INCH
(INSTALLED FIER MANUR 51`01EC-S). WE DETAIL. 4. 0280 INCH FULL ROUN12 HEAD PIAMETt
NOTIE, -RING 644ANK GUN NAILS SHALL BE Fr=R*Ilrrr=D AS AN 5. 2 INCH NAIL LENWP
Ar-CEPTA51-E PAI$T`E�R rROM ANY MANLr-Ar_TUF1r=P_
-ROOF DESIGN FrRESSURS BASED ON WORST CASE
Oj�. MAX. IN FIRST 2 FRAMING
SpAc8s AT EACH END.
R.AFMR OR' �J5
rR'
ROOr SHEATHING
2_11
2
won
ENEEMONWRLiII11111i
ht�
=
DOOR JAMB TO BLOCK+3+33/3�p
/��x YnNDOW TO BLOCK
\Z�/ SCALE--
��51 CMU
1 �04=3�- PT NAILER
/_Ix4 P.T. OR `YWX�-` MIN. SECURE TI-m
meAm * EXTEND i4w INTO BLOCK wt
11 ITAPO01%* OR DRIVE PIN
CMIK SWANX SIM J46
MIN. WrAP SIM 300
k�MIN. ��&I
WITH 4 181 Or� MAX
SP=NG
ZDOOR CASING
DOOR JAM OR WINDOW
TACH TO IX MR MANWACTUJIMS
Al
DETAILS.
KOM. WMAS WJ=PrP TO MUM
JAMB (PO Wt 1EXCEED)49
BLOCK
rT-',-WMWW TO BLOCK 4-
DOOR JAMB TO +_4
3
15
N0Tr=.-Tyr.Exr.SPEATPING A-1-TACA-IMENT 11�
SPEAIR 4 Ufl e0A.5. To BE SMMRAL
GRADE) CONNECTORS FROM ST= To PLATE
NOT RECWIRED EXCE-1,01 a 01"DENINGS ARE
o
-lot
� A
a' I FROOF 5HEAT�41NG LA'rOUT
_1�
AND ENDWALL 5RACING
FOR G,45LE END FRAI'71ING
-8 R[Wz 5H4NK G.N, 14,Al--- 4' OZ,
TOF 4 5,DT ro, t-upE 5
0
-1
<
M
515ERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER 55CR FM05.21 ON a' O.SB.
SHEATHING OR J" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EC43E -
2x4 OR 6 FASCIA PER -
ELEVATIONS
VENTED A M. SOFFIT -
STIFF5AC T ALL -
UPRIGHTS OVE 1-1011
HIGH (SEE SEALED
r-OR SIZE 4 CONDITf
0
MT
6
L p
R A
R
5
IF
C
E
'A
C
E
L E
_VAT'ONS
M _ 5
l`ENTED A OFFIT -
STIFF5AC T ALL -
:JR T5 OVE
IGH =R _10"
E r LE
4 (SE A =D
R E CONI
SIZ 01 TI
8 TWI G OR CD
C.&I5. SHEATHING OR CC)
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
(INSTALLED PER MANUF. SPECS.)
OR -7/16" ZIP SHEATHING SYSTEM
1/8' THICK, 3 COAT PORTLAND-
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIF15ER JUM50TEX GRADE
`D" PAPER OVER TYVEK
BUILDING WRAP (REFER To
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR 1/1611 ZIP SHEATHING SYSTEM
(INSTALLED PER MANUP. SPECS.)
WEEP 5CREED
(SEE DETAIL -11WA2_
SECURE GABLE To 2x(o P.T,
PLATE W/ 12d's 8' O�C. MAX
SECURE 2xrp PT. PLATE TO 5L
T : B
J"x`5" ANCHOR BOLT W/ 21 W ER
'E
-HIGH N ';- 1`14
T C C
_M 0
SET IN SIMPSON HIGH ST NGTH
11 Oc
EPDXY 1' EMBED. MIN 32
- MA
MAX.
.0 PO T ND
V THICK, 3 CO PORTLAND
ER PPLIrD
-R APPLIED
CEMENT F`L E
L�jr=L� T IUF
I— ORY GABLE
VAULT CLG.
V
LO CKK WALL
L)
SCALE: 3/4"d'-01
2x4 BLOCKING BETWEEN TRUSSES
WHERE 'X' 5RACING 18 PRESENT
PRE -
ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURE
(2)12d's * EACH TRU ED
TO BE INSTALLED a M IN-
10/�
OF TRUSS SPAN, OR O.0
MAX_
-T- f
2Xrp FT. SECUREDTo
MASONRY w/ 1/2"xV A.5. w/
2" DIA. WASHER5,111 MIN.
EMIBEDMENT WITHIN V Or
EA ENZ), 32" OZ. MAX IN
FIELD.
C05 2 1 DECK SCFREWS a a,
O.C. MAX a EDGES 4 12' OZ.
MAX IN MIELP. UNT1411l
SPANK TO EXTEND BEYOND'
THICKNESS Or 5U5--rLOOR
SHEATHING
TYP. 3/4' T4G SUB -FLOOR PEOiejNG GLUED To
ALL EX!POSED MEMBERS
SEE ENEF;r_q-r- CqeE FORMS �=011
INSULATION R-YALUES
ol OR J' HIGH
CLG. 50ARD
I2x4 a 2411 O.C. a INTERIOR KNEE
WALL
CONC. FILLED LINTEL 5L< W/ (1)
#5 RE5AR CONTINUOUS
PRECAST LINTEL
'—NINDOW ATTACHMENT AS PER
ANU�:ACTURES SFOECIr-ICATIONS,
PRECAST SILL
(1) 05 REIBAR VERTICALLY W1
CONC. POURED CELL
IX2 P.T. FURRING STRIPS IV 161, C.C.
CMU
GYP' WL. BD4
WOO BASE
NOTE;
FER t=5CR 90rp.2.1 - t=CR ROO= SLO 2.12 TO
ENT
LESS T�4AN 4:12, A (2) LAYER UNDERLA ENT
SYSTF�T 15 REaUIR5D- FOR ROOF SLOPE
15
4:12 OR GREATER, (1) LAYER UNPERLA"E 15
PERMITTED 5UT MST 5E FER A5TM D22ro T
11, ASTM D 48&cJ TYPE IV, OR ASTM D 6151
IX4 DIAGONAL 5TM.
CHORD IBRACING.
SEE PLAN FOR
LOCATION
-ENCF'D WOOD
TRUSS (TYP) a 241
O.C. MAX
SIMP50N
(TYP) VERIFY
7W/TR1.,ISS PLAN
CONC. POURED
LINTEL COURSE
IX4 SYP LATERAL
REE-INFORCING 36' O.C.
MAX a TRU55 5TM.
CHORD, SECUR�E W/(3) loci
NAILS a EA TRUSS
CPORD
GABLE END BRACING
SCALE; 1/2"=P-O"
C
08 RING SHANK GUN NAILS
6' Ot. IN FIELD
I Tr-. t-_K1. bHI=ATHINC* ATTAC44-JENT rOR RO0r_
SHEATHING (OhlB, To BE STRUr-TURAL GRADE)
A R C H I T E C T S
Design
)L
r( ulfinc.
—
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
Des
rouo
/G
REAGAN JBLVD,
FL 32750
'L 8
7 607
744078
jigroup.com
03325
P-4
Cal
mUsEllm ag IAOM
CREEKSIDE
LOT #111
PROJECT
0432rOOO
4EGB
"GALEN"
GAP.AGE DYnNG:
RIGHT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORID
04/05/17
1)=11-
0CA3LE: 1/4 0
9HEET
DN 2
1
SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F15CR
"' O.SB.
FM05.21 ON 161
SHEATHING OR �` CDX
PLYWOOD SECURED
PER FASTENER
SCHEDULE
PRE-ENG WD. TRUSS
24' O.C. MA>C
MTL. r_>R1P EDGE
2X4 OR 2X& F45CfA
PER ELEVATIONS
VENTEP ALUM. SOFFIT
1/2" CPX OR 111ro" 055
SECURE To WALL PER
FASTENER SCHEDULE
ON SHEET D2
OR -t/lg;l ZIP
SHEATHING SYSTEM
(INSTALLED PER
MANUF. SPECS.)
-115" THICK, 3 COAT
CEMENT PLASTER
APPLIED TO METAL
LATH OVER 2 LAYERS
OF GRADE "D'
15UILDING PAPER OR
PAPER 5ACKEP LATH
OVER AN APPROVED
HOUSE WRAP
CONC. FILLED LINTEL
5LK. W1 (1) *5 RE5AR
CONTINUOUS
5/8" THICK, 3 COAT
PORTLAND CEMENT
PL46TER APPLIED
DIRECTLY TO
MASONRY
2-STORY
WALL
\SECTION
)SCALE. -3/411=11-0"
OVER 030 FELT PAPER
INSTALLED PER FECR
ReOrv�21 ON J' 0,13.5.
aLl=
,EAT4ING OR �11 CDX
PLYWOOD SECURED
PER FASTENER
SCHEDULE
MTL. DRIP EDGE -� ir�
2X4 OR 2X& FASCIA-J
PER ELEVATIONS
SECURED W/ (3)[26
NAILS
1/2 " CDX OR 1/16, 0015
SECURE TO WALL PER
FASTENER SCHEDULE
ON SHEET D2
OR -1/16" ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.)
WEEP SCREED, SEE
DETAIL"15, SHEET WA2
2X& P.T. ISECURE W/_
1/2`XV ANCHOR
IBOLT 32" O.C. MAX.
NAIL GAEBLE TO 2X9;
W/ 12d NAILS ro" O.C.
MAX.
11-01,
7 �1=�
0,�4.
SECURE TO
TRU55 W/
(2)12d
NAILS
7
EM5EP. STRAP
VERIFY W/ TRUSS
PLAN
SE;t ENER3Y CODE FORMS
FOR INSULATION R-VALUES
5/51, GYPSUM 50ARD OR 1/2'
HIGH STRENGTH CLG. E50ARD
DOU51-E TOP PLATE
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
Pr=Ar,>r=R SPAN CHART FOR
DETAILS
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
WINDOW SILL
2xb STUDS a 16" O.C. MAX W/
INSUL, SEE ENERay COPE
FOFI-19 FOR INSULATION
R_VALUE5
J' T 4 G SU5FLOOR GLUED AND
SCI;;r=UJr=D AS PER FASTENER
SCHEDULE ON SHEET D2
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I" GYPSUM 50ARD OR 1, HIGH
STRENGTH CLG. IBOARD
iX2 NAILER/DRAFT GTOP
— SEE ENEfza-f- CODE F-Ofe-is
FOR INSULATION R-vALUES
- PRECAST L INTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRE -CAST CONCRETE SILL
(1) wp RE5AR VERTICALLY
LLV ICONC. POURED CELL
IX2 FD.T. FURRING
STRIPS a 24' O.C.
a, CMU
1/2" GYP. WL. 5D.
Wool:) 5ASE
OlLo'-v
FIN. FLR.
FI5ER3LASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER F5CR Rcac��2.-t ON all
0.9.5. SHEATHING OR �,, Cox
PLYWOOD SECURED PER
FASTENER SCHEDULE
t-TTL. DRIP EDGE
2X4 OR 2X(o FASCIA
PER ELEVATIONS
VENTED ALUM. SOFFIT
1/2' CDX OR -1/16" 0815
SECURE TO WALL PER
FASTENFER SCHEDULE
ON SHEET D2
OR'1/16" ZIP
SHEATHING SYSTEM
(INSTALLED PER
MANUF. SPECS.)
-1/8" THICK, 3 COAT
CEMENT PLASTER
APPLIED TO METAL.
LATH OVER 2 LAYERS
OF GRADE 'D'
5UILDING PAPER OR
PAPER 5ACKEP LATH
OVER AN APPROVED
HOUSE WRAP
r7/5" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
2-STORY
WALL
;C3_��SECTION
1�- ) iSCALE: 3/411=11-0"
F11_011
T-r f�.
7�
2x4 IBLOCKING 5ETWEEN
TRUSSES AT FIRST (5)
IBAYS 4'-0" O.C. (AT
SHEATHING SEAMS)
PRE-ENG WD. TRU55
24" O.C, MAX.
CONT. 2x4 RAT RUN SECURED
W1 (2)126'e a EACH TRUSS
SEE ENERGY CODE FOR15 FOR
INSULATION R-VALUES
5/5" GYPSUM 50ARD OR
1/2" HIGH STRENGTH CLG.
50ARD
DOU5LE TOP PLATE
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DiETAILS
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
WINDOW SILL
2x(b STUDS to 16" O.C. MAX W/
INSUL,, SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
I" T 4 G SUEN--LOOR GLUED AND
SCREWED AS PER FASTENER
SCHEDULE ON SHEET D2
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I" GYPSUM 50ARP OR �l
HIGH STRENGTH CLG. 5OARZ)
IX2 NAILER/DRAFT STOP
- CONC. FILLED LINTEL 5LK W1
(1) S Rr=5AR CONTINUOUS
- SEE ENER3r CODE FORMS
FOR INSULATION R-VALIJES
- PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRE -CAST CONCRETE SILL
(1) S RE5AR VERTICALLY
W1 CONC. POURED CELL
lx2 P.T. FURRING
STRIPS a 241 O.C.
a, Cmu
1/2' GYP. WL. I!BD-
WOOD 5A5F:
PL
;LAS5 SHINGLES OVER
030 FELT PAPER (OR
:)VED EaUIVALENT) ON
*HEATHING OR ill CDX
ECUREI-) f=ER
OOD Sr
'ASTENE� SCHEDULE
f�RF-FNG TRUSS—
T r DR
L. DRIF EDGE
2x4 OR x6 SU5-E3AND
(DR
f=rz r=LEvATiONS
E
p
T
U
VE\NTEDUM. SOFr-IT
M_ 5C
,0000 UPLIFT
'00�
0 ONNECTOR
N
2 .5Yf= 02
ED) TOP
ZIP SHEATHING SYSTEM %NSTALLED
FER MANUI:=. SPECS.) OR \
WALL
SHEATHING
2x5 SYP 1*2
WOOD aTups
AT 121, O'c'. MAX
2x5 F.T. 5'rF *2
SOLE PLATE
IL
CL WEEP SCREE
A51-M 92ro-C 4
W (SEE D 1 2/
Q_
W
Q
ll RE5AR im I
O.C. MAX, IN
w CONCRETE
ff FOURED C L,
VERIFY F
FLAN,
IN ATION
'q E IL
01-01
FIN. FLIR. W W
LL
L'
C CTION
�
OOD
00
FRAME TO >
LO(
LO
/B CK WALL
PROVIDE EEAVIE
5AFr-LE OVER THE TOF
OF INSULATION FOR
CLEAR VENTILATION
PER F15EC R402.2-3
SEE ENERGY COD FORMS
Dr
;=OR IN5ULATk N -VALUES.
U
GYf=SuM 50 OR
5
HIGH STRENG CLG.
r F
50ARD
SIMPSON
SP2 6 E
1
2X5 57`�
ill/RY WALL
V I
DIA ANCHOR 5OLT
�%T I&` O.C. MAX WITH -t"
EM5EDMENT AND 211
DIA. WASHER
(1) COURSE TIE -5EAM
POURED SOLID WITH
CONCRETE. (1) S
RE5AR HORIZONTALLY
FRECAST LINTEL
jWINDOW ATTACHMENT AS
PER MANUFACTURES
C
I
f
U
F
SFEC f=I CAT IONS
f=RECAST SILL
2 F.T. �=URRING STRIPS
tav ]roll O.C.
I IPl.
I I I -
k148' LONG
2 4 O.C.,
'All
LUI.4XWI.40 WWM 0 -MIL
-1 N W/ g;'X&'
M'L
FOR
0
FNE V OR
FOL'1� ETHYLE E
RETARDER ON
WELL-COMFACTED C0 AN
L
FILL TERMITE TREATME T
r
'�5HALL 5E 50IR:,\'A-CARE
'I
CONT 0
(3) ll RE5AI;R CONTINUO
ON CHAIRS
WOOD SHEATHING
-,e
WRIB LAYER Ill,
STUCCO WRAP
UJF45 LAYr=R 02, PORTIFI5FR
BUILDING PAPER
METAL LATH
FASTEN TO WOOD STRUCTURAL
MEMBER 0 11 O.C. MAX
-1/81
11EXTUSZED
FINISH 4 WOOD
'M' TYPE CONTROL JOINT
FRAME To BLOCK
C.O�Nr=CVON SEE DETAIL
I&' METAL LATI4 STRIP
6' WIDE STRIP SIELF
�SIVE FLASWING, CLEAN
A=NRY BEFORE APPLYING
TEXTURED
FINISH a MASONRY
a, CMU
VERTICAL CONTROL
BETWEEN DISSIMILAR
M T� I �AL S
E. N.
3/4" T 4 G 5U5FLOOR GLUED
AND SCREWED AS FER
FASTENER SCHEDULE ON
SHEET D2
F:ASTEN 2X4 R155ON (F.T. -m
CMU) W/ (5)124d NAILS 0 EACH
TRUSS
f=RE -ENG FLOOR TIRU55
(INSTALL f=ER MFG. ef=Ecs.)
CONC. FILLED LINTEL 5LK. W/
(1) *5 RE5AfR CONTINUOUS
RIBBON
/,,-�FASTENING DETAIL
.3/411=11-011
ROOF- TRUSS UPLIF7r
CONNECTOR NOT
SHOWN FOR
CLARITY (SEE
SHOP PW6S.)
1EX-MIRIOR WALL L
NOTIES) ""'�'—rAS-I'MN EAC44 STUD
SHEA1,411`4 (WIE
TO 05L. TOP PLATE
W/ UeP 6PT24 NAIL
PER MANLP. OPEC&
SECTION AT TOP
OF EXTERIOR WALL
NTS
F5ZE-ENG GA15LE TRUSS FIRE-ENG GA5LE TRU55 NOTE:
PLACE STRAPS SPACED
T%ZALLI�10 F F15CR EXTERIOR WALL STUDS
-ALD TRUSS -15ACK 4 (WALL SHEATHING) AND FASTENED AS
(5r I FF (SEE SEALP TRUSS DIAGONA CE 6 SHOWN WITH ONE
1 ON7
=E SE L 0'5� 5F=F
T"S
E�. PACK FOR SIZE 4 CONNECTION) /�IENG. PACK FOR SIZE 4 CONNECTION) ENT FASTEN STUDS TO SLOCK WALL — ADDITIONAL STRAP AT
cDX 61 OR HIGHEST WITH USIM MSTA48 sTRA- WITH EACH WINDOW KING STUD
2x4 SPF 15LOCKING IBETWEEN 2x4 SPF 5LOCKING 5ETWEEN
r- PLYWOOD 5 D FASTENERS AS spoux INSTALL
TRJ5SE5 AT FIRST (rp) 5AYS 4'-0' PER FA5TE TIRU55ES AT FIRST (5) 5AYS 4'-0' IDGE. DIAGONAL STRAP a EA. END (U11LO) 4
O.C. (AT SHEATHING SEAMS) O.C. (AT SHEATHING SEAMS) 5RACE TO 5E 0 ANY SPACE STRAPS AS FOLLOWS. MIN (10) 104d COMMON NAILS
SCHEDULE SPAN IV-0" OR - 110 MPH 'C'z 32' O.C. INTO OTUD (0-14S DIA X 1 1/2'
I NOTE: L — — 100"w4bi. - 110 MPH B': 32' O.C. LOWx)
MTL. DRIP EDGE GREATER. REFER To _'3 32' O.C.
DIAGONAL 5RACE 0 - 160 MPP 'r cy,
2X4 OR 2X& FASCIA 140% TR-458 ENG. FOR - 150 MPH 5': 48' O.C.
PRE-ENG TRUSS 24'11 CENTER OF TRUSS 510AN OR to 24' ADDITIONAL - 140 MPH 'C' 48' O.C.
O.C. MAX. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS
0
r
0
D
L
T�
APER
F5CR
�'O -6-5,
CDX
R FA5TE
S CHE
PULE
_D C
_IA
�Sr
rIONS
SECURED W/ (3)12d 0. 44ORIZONTAL TRUSS TOP OF STUD WALL
r (STRAPS INSTALLED OVER
5RACETO 155 a ANY SPAN -1 <
16'-0' OR GREATER. REFER NAILS REINFORCEMENT. 5OLE PLATE WAI__I_ 514EATWING)FILL ALL
;:N;=Ie o I REMAINiNa STRAP I-ICLES W1
DIA TE' -I- IN
GON C
C
_ENT TR
6 OR HIGHEST
.GE- r- 1:0�NAL
A.. �o ANY
N 'r
TO TRUSS ENG. FOR SEE FASTENER SECURE TO V-0" TO 30'-0'(1) 10d NAILS INTO WOOD <
I TR-438 W1 X-15RACE 5ACKINIG
T"S REINFORCEMENT. H5ATHINc-
7APt-.)ITIONAL HORIZONTAL SCHEDULE ON SHEE
D2 FOR 8 (2) 12d 301-11, TO (3) <
DO NOT PLACE SCREW IN
FASTENER PATTERN TOP HOLE NEAREST TO TOP
NAI X-5RACE el) X-51RACE TOP OI=
0-0' TO 30'-0' (1) 1/2' CDX OR -1/16" OSE5 a CENTER AND (2) MASONRY UJA-L OF CMU 15LOCK WALL
X-13RACE SECURE TO WAL.L PER BRACE DIVIDED CONNECT BOTTOM OF
301-11 TO 601-01 (3) FASTENER 8CPEPULE EQUALY FROM CENTER $TRAP TO CMU 5LOCK WALL <
X-5RACE (1) X-5RACE ON SHEET P2 04CS TO END W/ (1) 3/16' D[AX 1- 114'
LONG 74FCON MASONRY
<
OR 1/16' ZIP SHEATHING BLOCK WALL SCREWS
MRACE DIVIDED SYSTEM (INSTALLED PER 2-STORY <
CONT. 2x4 SPF RAT RUN SECURED
tv CENTER AND (2) (2)12d's * EACH TRUSS cmu
CONT� 2x4 5PF RAT RUN SECURED W1 EQUALY FROM CENTER MANUF. SPECS.) `*`l`lllll,,,,,,QABLE END
(2)12d's a EACH TRUSS TO END 2X4 W/ 3/8' X rp LAG
(2) 2x4 02 S.Y.F. DIAGONAL IBRACA=- W/ 632" OZ. MAX. 0 (2) 2x4 02 DIAGONAL 5RACE Wif
(3)12d's a EACH T"S DIAGONAL GABLE 611�11`080N MSTA a (3)126's tv EACH TRUSS DIAGONAL CTW3S
)K-5RACING TO COVER 5-TRIJ55r=5 321 . � MAX, X-5RACING TO COVER Ep-TRUSSIES BRAZNIlLQ EXTERIOR STUD WALL CONNECTION A
GYPSUM 50AR X- BRACING D5 P PLATE 5/8" GYPSUM 5OARD OR 1/21, 4*14 (',�TQ FIRST FLOOR MASONRY WALL
.P OR 1/21, HIGH SCALE: 3/4"=V-011 2X 1ro' O�C. MAX. STRENGTH CLG. BOARD SCALE: 3/4" tJ )SCALE; NTS
OTRENGTH CLG. 50ARD
A R C H I T E C T S
� IN. RV11MILIJ 11ILM"MIN DLVU.
LONGWOOD, FL 32750
PH:407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
tu
t.4
EtTBDM ag LOT,.
CREEKSIDE
LOT #111
P80J3ECT
0432fOOO
4EGB
"GALEN"
GABAGM NVMG:
RIGHT
]PAGE:
SHINGLE MONO.
2-STORY
WALL
SECTIONS & NOTES
V160 MPH EXP. C_.j
r' ARcHrrEcT:
STATE OF FLORIDA
I)ATIM 04/05/17
p , 1,
8CA1jM-1/4'_1_0 I
%W,O�C. MAX
TOP Ill
SECURE 2X4 W/ 2-1/4i
TAPCZN6 OR DRIVE PIN
(MIN. 614ANK SIZE .1413 MIN.
HEAD SIZE 300 MIN.
zM5r=DMr 7 1 y
r �N 4' WAN
EA END NOT TO 0
V Qrb...f
WITH M
PER MILK
EA END
*Iiil NAIL 5I4r=AT4NS TO ALL 2X A5 f'f-=R i=-XT. 5HEATHING NAILING, 66 411
(A� -.1l '0000�
5T.
EXTERIOR ARCHWAY
WITH WINDOW
JL SCALE: 14l
(ZCLOSED VALLEY FLASHING DETAIL
—.T.5.
TN
Re4a32' OZ.
2X4 PEIL.
TOP PLATE I TW 4 501-rot
TRUSS
In. ck. Ek
In" CLG. 50ARD—J/
1/2' DR
,�2>4 WOOD
Y STUDS w16'
O.C, UDN.
2X4 CONT
2X4 WOOD
STRESS
STUDS *Irp*
5LOCKING
O.C, U.ox
MID-LUALL
GrECURE 5T.
InlXCj1 APl&
IL
PLATE TO SLA5
DRYWALL
W/ 10d MASONRY
Y1
e,-112-
NAIL * 321 O.C.
MAX
SEE FOUND
�CONC, SLA5
FOR DETAI
TOP FLA
TE
r
2X4 AX.
SEC
WOOD tutMI%F a
O.C. STAGNP�r=E�
SECURE 2X4 W/ 2-W
TAPSOIJiS OR DRIVE PIN
(MIN. SHANK SIZE -141b MIN -
HEAD -3
EMEIEDMENT 1 A' rlN� �8
EA. END, NOTV E EP
2X4 50
SECURE
WITH MIN. 2
XTERIOR ARCHWAY
SCALE, I/2"=I'-0'
r=A
RAFTER
-2x4 RAFTER
a 241 O.C.
2X4 SECURED TO
UPRIGHT
(TrP)
Oil
FRAMED OVERHANG
2X4 DEL
2X4 TOP M-:7
Nil rLc.;.
Top PLATA
1/2' CLG.
1/2' DRYWALL
MID -WALL SECURE 5T. PLA1
TO SLA5 W/ loci
MASONRY NAIL *
321 O.C. MAX
X4 FT.
2
PLATE
:CNr-. SLA5
TRUSS
C
.0"T.
TRAC<S,
1/2" DRYW,
2X4 WOOD
CHANNEL
STUDS *241
STUDS 241
O.C.
LAYER 9
F 1
\-CONC. 5L'AS
SEE FOUND
0 ATIO�N Sel M
IST-FLOOR 1ST -FLOOR
INT. BEARING WALL INT. BEARING W TYP. INT. WALL
NO UPLIFT) (W/ UPLIFT) (NON-BRG.)
ar
n.. 1,
OCAL.E: 1/2'.P-& _ALE! I
TRUSS TO WOOD FRAMING
SIMPSON 1-1`75-12
pp;e=- TRUSS
2 �POUEILLE TOP ATE PRE-aws, TRUSS
'OU5 E
D
2)x CONTI 5TRES5 05L� 2X TOP PLATE
�LOCK
SP4*321 0 MAXJ 5LOCKING ID WALL
7116' ObZ.
2x STUDS 161 OZ, MAX, OR -tAfi' ZIP SHEATHING ;,w
4 .7
=R
U�ON. SYSTEM (INSTALLED FIER
MANAP. SPECS-)
J'T 4 SU5rLCOR GLUED 2X EILOCKING a
AND REWEC) AS PER TOP OF'
rAd
SCHEDULE 1/2' COX
R STUDS To
2X STUDS 160 Ol MAX.
COR STUDS
SON M5l 0 321 2X 5TM. PLATE
O.C. MAX 3/4'rLOOR DECKING
MSTA-39, 321 Ol
MAX
PRE- ENGINEERED
ls�0 PRE-ENG FLOOR 11RU56 FLOOR GIRDER
DOU5Lr= TOP PLATE FIRE- ENGINEEIRED
2x CONTINOUS STRESS FLOOR TRUSS
LOCKING MID WALL (D CONTINUOUS SHEATHING to 5EGIN AT Toto or eILK,
2 UD5 a 16' O.C. MAX, W/ 114" GAP FROM 5LK.TO O.S.E.
u
1/21 P. WL. 50. HORIZONTAL 2X SJ-P. STRUCTURAL 15LOCKING AT
SECU 5T. PLATE to PERIMETER Or 0.&5. TO PROVIDE CONT. NAIL PATTERN
&P4*! SLAS W 'xcj" ANC44OR REMAINING AREA To 5E &HEATi-ED FROM DmL. Toi-
�21 0 l Z. X_\ 5OLT W1 W.4SI45R SET IN PLATE TO HORIZONTAL 5LOCKNG.
SIMPSON STRIEENG.- ' rp
Epoxy 1111, E ED. MIN. SHEATHING 0 TOP Or- WOOD FRAMED WALL TO ISE
5'MP5 4 STAGGERED MIN. OF Irv' FROM SHEET 5ELOW
t TALL ALL aPEETs WA=ACE GRAIN PARALLEL
32' INS
TO STUDS
-ST( L. B. ---
INT4 2 1 A) EXT. WALL SHEATHING
SCALE: I/2'-I'-V'
SCALS-. 1/2"zV-0'
ATTkcpr=p to
5IDR"`* 121 O.C.
CONC. SLA5 -
TYP, INT. WALL
METAL STUDEL
(NON-BRG.)
F
r=�)Gr=S 4 (W-V O.C. t-1AX IN THE �:15LD
000, aEcui;eE 2x& MIN_ To MX W/ (2) h"XV A-5oLT5 41 i=-mmDmENT
W/ 2'X2'Xys WASHER AND NUT SPACED EvENLr FROM FLOOR TO
GARAGE DOOR IN J107rNNTS, lor"! To r
21
19
\�-SIECURIE 2X4 ON-J/
FLAT TO 5LK
W1 CUT NAILS,
SIDES:
2 X6 CxAR493E DOOR 5UCK_______�
W/ (50
J5'XS" A-50LTS 4'EM5Sr.>MENT'M1N. E
W/ 2'X2'A WASHER AND NUT
SPACED EVEISLLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT 51-OCK a CENTER Or
R DOOR HEADER W/(VX'X8' J-15OLTS
4' EMIBEDMENT W/ 2"X2gXlfi' WASHER
AND NUT.
ALL ANCHORS SHALL 5E IN ACCORDANCE To
MANUFACTURERS INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTICNO ARE MORE STRINGENT
GARAGE DOOR
K-Q-N\ BU�ff _'MTT_AdfiMENT
SCALE: In.=r-o'i
CD)< PLYWOOD
r�'-O" 0�=ENING
_T
_-.9. -
7
.
7
PRr=cAsT LINTr'=L
I
_7r — — — —, .
T1
41
TO Sr=rUfRr= TO FRAMING,
1-0 61-CUF;r
N517D MIN 1 1/2', Lrz86T`H
7p M
) LL
1 1/2', LUINDOW MUST EBE
Tr
SECUREP TO 5LOCK
2x
2x4 EBLOCKS
SECURE 2x TO BLOCK W1 (2)
�&'x3' TARCON6 OR DRlvr= PIN
(MIN SPANK SIZE J4rp)
(MIN EMMO. 14")
WITHIN S" Or EACH r=NC) ANID
19' O.C. MAX SfIACING.
4
CMU, WALL-y
41
-4
4
4
--,
4
�ARCH WINDOW FRAME
TYP. EXTERIOR WINDOW/
A� DOOR OPENING WD FRAMED
SCALE: In'=V-0'
PRE-ENG TRUSOE6 W1 TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOl TOP PLATE
CRIPIPLE STUDS a 16'OjC.
MAX
SIMPSON L5TA-12 e EA JACK
STUC), 50-rp SIDES OF
OMNIW-.s.
2x STUDS a 1611 OjC. MAX W1
SHEATHING. SHEATHING TO 5E
WITHIN J, op wimoow DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACK6 (SEE HEADER SPAN
04ART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSSMEILY TO ISM
SECURED ONE PLY a A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 No MORE
THAN 12' O.C. STAGGERED
SF4 OR 145, * TOP AND
50TTOM PLATE5 a EA FULL
LENGTH 5TUD, 50TH SIDES
OF OPENINGL
SHEATHING TO _AID TO
50TTOM OF PRE-ENGID
TRUS5 5ELOW- SHEATHING
MUST NOT 5REAK F-41 MIN.
FROM 2ND FLRL LINE.
-ENG TRUSSES OR
FRAMED RAFTERS
OR
CDX PL�y ATTACHED
MR FAS 5 SCHEPUL
ON SHEET 2
OR 1/161 ZIP OWEATI41
SYSTEM (INSTALLED R
MANUF SPECS
2x4 CKI NDER
WALL S SCUR5
WTMEN TRUS 5AYS W/
(3) l2d' ACP END
2x DOU5 TOP PLATE
a a 16, oic.
MT -12 * IEVER $TUC)
2X4 5T. PLATE
DORMER
ATTACHMENT
U5 SCALE: 1/2'zl'-O'
iE
" 2x RIDGE ONE SIZE LARGER
x
AN A
R SIZE
MIN 3) 172 La
THAN RAFTER SIZE
MIN. (3)12d NAILS OR
W
4) 10d GUN NAILS
arPER
2x4 COLLAR TIE AT OTHER
R W.,
MINL (�I) d IL
MIN. (3)12d NAIL
MIN. (4) 106 GUN NAILS
T11_17LIM#�
IxS NAILER SECURE TO TRUSSES
E5ELOW W1
(2)12d NAILS OR
(3)104cl GUN NAILS * EA TRUSS,
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PIEENIEETRATI
ROOF DEr_Kujw1t1v'-r=R
ow �FIRE- TRUSSES
F-Rr=-r=NW-i. TRUSS -
ALTERNATE CONNECTION
5TA-24 RAFTER TO 5LKG
M
5ETW5EN TRUSSES
HEADER SIZE PER
SPAN CHART.
DOOR
CPEN'NS-\
TYP. INTERIOR
p RmAR vERT_ IN
SOLID C-qROUTED CELL
5/8lTWIM3r_0AT
CEMENT PLASTER
APPLIED
DIRECTLY TO
MASONRY
__CONV. FRAMED ROOF
SCALE: 1/2'=V-0'
-PRr=-5NG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
-DOU5LE TOP PLATE
-CRIPPLE STUDS * 161 O.C_
MAX
SIMP80N LSTA-12 * EA JACK
5TUD, 50TH SIDES Or
OPENING.
2x STUDS 0 16' O.C. MAX W/
SHEATHING. SHEATHING TO 5E
WITHIN J' OF WINDOW/ DOOR
OPENING AND SECURE MR
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
-JACK5 (SEE HEADER SPAN
CHARr FOR DETAILS AND
SPECIFICATION)
-JACK STUD ASEEM51-Y TO 15E
SECURED ONE PLY a A TIME.
USE 12d NAILS, TWO WITHIN (p'
FROM IEAC14 END 4 NO MORE
O.0 TAGcjeRE
T14AN 12 -8 =D
1/2"x"EV AM. MIN.T'
EmwomENmr v, FROM EACH
-END 4 32' OZ. MAX.
6104 OR 145 a TOP AND
507TOM PI-AltS a 5A. FULL
LENGTH STUD, BOTH SIDES
-or OPENING.
LINE Or SLA5
SEALANT I
ISACKER RM
a, cmu WE
STRII,1MRALFOR
REINFOR17ZMENT
2xb P.T. w
ATTACHED TO FILL
CELL AS PER
PRODUCT
SPI'll Wa
FROM MIAMI-DADE
COUNTY
WE44-ER STRIP
MOULDING ALL
AROLIND (15r'
L
RAc.K
VERT
MY M
GALV. 6-rtvl DOOR MANtFd
TRACK 15RACKrETS
rAaTEW_P TO
WOOD JAMB tW GALV. 8TEE
3/1&lxl 1/4'LArs VERWICAL T �-OVERIIEAD DOOR
sollaws 15Y MAUF. MIN. 5Y OTHERS
rASTENED TO SLIDE
TRACI< BRACKETS ROOM
UY 1/4'-20XI/2' GARAGE DOOR JAMBS
CARRIAGE 15OLTS SCALE: I/2'=I'-0*
AND LOCK NUTS.
MTS - 12
FORE
10
IX4 STUZ)S 1611
1/1611
Tr=XT. r-INISP
4-fr=TA - 16
'&U WALL
Y
0 1115 UPLIFT
5IMP5Om PrSmo
WAV 10d TO TRU68
AND (4) 1/4' x 2 1/4"
TAPCONS TO CCN7
POURED LINTEL
0 Ilace UPLIFT
(2) SIMFISOM HTSM20
INSTALLED ON OPPOSITE
FACES Or eLOOK WALL
WAO 10d TO TRUSS
AND (4) 1/4' x 2 1/4"
TAPCONfi, To CONT
-POUF!E0 LINTEL
PRE-ENG TRUSS
CONTINUOUS
5OND EIEAM
TRUSS ANCHOR
(1 9
KTA
CONTROL DATE: 07 01/15
r-ARCHITECTS
4Design
Gro u p—inc
1441 N. RONALD REAGAN BLVD.
50 LVD,
j
LONGWOOD, FL 32750
PH: 407-774-6078
7
FAX: 407-7744078
L
www.abdesigngroup.com
�03
AA #: 0003325
rq
r
It:
Q
z
Lu
tj
r,,4
<
"W"
MOM ac Orr.,
CREEKSIDE
LOT #111
PBOJ]Ermrnu
r
04321.000
IWDEIU
4EGI3
GALEN'
GAMAGIC 61rMG-.
RIGHT
PAGE:
misc.
DETAILS
60 MPH EXP. C
AFCHITECT:
STATE OF FLORIDA
0
I)ATIL. 04/05/17
SCALM: 1/4"=V-0
CD
..... . . .. .. .
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit#
Owners Name
Applicant
Product
Opening Design
Product Rated
Manufacturer
Model #
Product Approva I
Glass Type
Method of Attachment
Pressure
Design Pressure
Number
Concrete tapcon anchor, 1/4", 6" max o/r spacing in top
right and left corners, 14" max. spacing elsewhere
Swing door
(+36) (47)
(+67) / (-67)
Therma-Tru
Smooth Star
FL5891.2-R6
N/A
horizontally and vertically. 1 1/4" embedment.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 113/4" o/c at jamb, 16" @ head. 1 1/4"
embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon
anchor. 6" max. from corners, 7 1/4" o/c atjamb, 10 1/4"
SH Window
(+38) (48)
(+50) (-50)
Ply Gem
Ply Gem 1500
FL16103.1-R9
Non Impact
@ head. 1 1/4" embedment. Two additional tapcons
midspan and one at lowerframe required vertically each
side. Install per manufacturers recommended
requirements.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 14" o/r atjamb, 10" @ head. 1 1/4" embedment.
Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max.
SH Window (Integral
(+38) (48)
(+50) (-55)
Ply Gem
Ply Gem 1500
FL16100.1-R6
Non Impact
from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4"
Mulled)
embedment. Eight additional tapcons top and bottom
required horitontally, one midspan vertically each side.
Install per manufacturers recommended requirements.
1/4" concrete tapcon anchor. 2 1/2" minimum edge
Builders Series
distance. 6" max o/c from corners and 20 3/4" max o/c
Sliding Glass Door
(+33) (-41)
(+50) (-50)
Ply Gem
4780
FL14634.2-R3
Non Impact
elsewhere top, vertically and bottom. 2 1/2" min
embedment.
1/4" concrete tapcon anchor, 6" max o/c for corners.
Tapcon required 3" each side of center of opening top and
opaque single door
(+36) (47)
(+47) (-47)
Therma-Tru
Smooth Star
FL14985.1-R2
N/A
bottom. Top and bottom centerline of each door slab get
with transom
tapcon. Rest of vertical o/c spacing is 14" max. 11/4"
embedment.
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
Double Garage Door
(+29) (-35)
(4-46)/(-42)
Clopay
16.20 73 W6
FL16546.6-R9
N/A
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,
with at least 3/8" dia. heads, long enough to penetrate
through plywood or 3/4" into boards. Use 4 nails per
Roof
IKO Cambridge
FIL7006.1-1110
shingle placed 6-1/8" above the butt edge, approx. I" and
13" from each end and 1/2" above each cutout. Drive nails
straight so that nail head is flush with, but not cutting into
shingle surface.
Miami -Dade approved corrosion resistant tin -caps and 12
gauge I A" annular ring -shank nails,
Underlayment
Interwrap
RhinoRoof U20
FL15216.1-R3
spaced 6" o.c, at all laps and three staggered rows
fastened 12" o.c. in the field of the roll
soffit
+31.6, -38.8
(+157) / (-46.1)
PlyGem
Variform Soffits
FL24161.1
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels
Hurricane Storm
embedment @ 13/4" in concrete / masonry, 2 1/2" min.
Less than 6' span
(+47) / (-53)
panel MFG.
24 GAGE
FL16293-R2
edge distance, 12" o/c max. spacing. Can be headed screw
or all thread but with wing nuts.
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels 6'
Hurricane Storm
embedment @ 13/4" in concrete / masonry, 2 1/2" min.
span or more
(+45) / (-50)
panel MFG.
24 GAGE
FL16293-R2
edge distance, 12" 0/c max. spacing. Can be headed screw
or all thread but with wing nuts.
Zip System
Install per manufacturers recommended requirements.
Huber
Wall Sheathing
FL17147-R2
Sheathing
A R C H I T E C T S
�1 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
4
Z
W
BUIM17. a MTN
CREEKSIDE
LOT #111
FV0JZCT#
04321.000
IMDEU
4EGB
"GALEN"
GARAGE BVMG*.
RIGHT
PAGE:
PRODUCT
APPROVALS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
8
PRINT
DAT30: 04-/05/17
scAxm 1/4"—V-0
811EET
D5
J
NOTE: NOTE: NOTE:
IF ZIP SHEAT�41NG SYSTEM 15 APPROVED 5UILOlWx WRAP F ZIP SHEATHING SYSTEM 18 E;,
INSTALLED, PLEASE SEE SHALL Me LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4'Wl__F-AOPERrN1G, MEM15RANE
MANUFACTURERS FLASHING ecoMPAT15LE W/ HOUSE
6' a VER"ICAL LAPS (ROLL MANUzACTURER5
ENDS) 4 6' 0 HORIZONTAL LAPS. WRAP MATERIAL) OVER
INSTALLATION PROCEDURES ALL SEAMS NIEEv, To 5E TAPED LATH VERTICAL LAP TO 5E 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP.
WITH R')WlEr=R 644EAT�IWS TAPE FLASHING TO EXTEND ONTO PIPE
I, OR LESS PIPPE
r2'x&'SELF-ADPr=RING, MEMISRANE
PENETRATION K-ASPING (COMPAT15LE W1 HOUSE
TPC -r CEMENT
PREF�D CONTROL JOINT K, 3 coA
PLASTER WRAP MATERIAL) OVER 4"x4l'
SELF-APHERING Mr=M5RANr=
FLANGE Or C4:PNTRoL JOINTS T
5E WIRED TIED TO LATH a cj" WR5 LAYER 02, FORTFIEMEER FLASHING OVER AF9=ROVED
OZ, MAX (VERTA NOTE: DO 5UILDING PAPER I' MIX LA�- META- LATH
NOT FASTEN CONTROL JOINT TO HOUSE WRAP.
WALL EVEN IF STUD EXISTS ELA9�jIlNrx To EXTEND ONTO PIPE
APPROVED METAL LATH
IBEYOND EXCEPT STAPL.ES W1 X_
VLEG MAY 5r= USED TO TEMP. FASTENED 07' (VERT.) Oa MAX
SECUR!E CONTROL JOINT AT SUPPORTS _x_
DURING INSTALLATION CUT AND OVERLAP ONE SIDE Or
WR5 LAYER 01, METAL LATH SELF-APPMRING MEM5RANE CUT AND OVERLAP ONE SIDE OF
FASTENERS TO 5E SPACED STUC-00 WRAP FLASHING
0 T' O.C. MAX VERTICALLY SELr-APHERNG M!7145RAIsM
WOOD SHEATHING STEP 01 STEF 02
OR SHEATHING WR5 LAYER 01, THCK, 3 COAT CEMENT
STUCCO WRAP PLASTER WPM LAYER M,
S STEM INSTALLED PER STUCCO WRAP
I!1ANWF.STECS.) METAL LATH
i�' Mill R4_EZR —If 5ELCL ONLY WRIB LAYER 02, FORTIF115ER WRa LAYER 02, t=ORrlrlMR
LWRI5 LAYER 42, rORTPI5ER
5UILDIWs PAPER IBUILDIWG PAPER
ISUILIDNG PAPER k METAL LATH
WIRIS LAYER M, &'K&' SELF-ADWERING MEMIBRA�E
STUC-CO WRAP FLASHING OVER 4'x4'
WLF-AD�-ERING MEMBRANE
INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED
LATH SHALL NOT WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP.
6' TO 5' OR1.110ZIP SHEATHING Rsajisio To SECURE FLASHING TO EXTEN2 ONTO PIPE
1517 CONTINUOUS >1 N 14. KIN. SYSTEM (INSTALLED PER PIPE/ WIRE TO FRAMING
THROUGH CONTROL M UF. SIPEC-S.) -4"x4" SELF -ADHERING MEM15RANE
JOINTS IBUT SHALL
5E STOPPED AND HOUSE WRAP�
I" M[N LATH FLASHING TO EX"END ONTO PIPE
PER AOTM C1063 AFI, 4 CvrR 77-- 1/
-TJ014 PLACED FLAT MAX 6' TO a' ALL L4P
TIED AT EACH SIDE. PROVIDE 2X4 OLOCKING
FROM CONTROL JOINT WHEN
Nl_� CONTROL JOINT FALLS ON (-o"TAPER LAP Cow. 5EAD OF SEALANT
NOTE-
5CALE: 1 1/2 1'-0"
STRUCTURAL STLD
1. FASTENERS FOR LATH TO ISE NAILS OR INSTALL AFIFIRCYVED HOUSEWRAIm AIR
STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION 5ARRIER OVER
2. WIRE TIES TO ENHE (NO. 18) 0.04115'WIRE SHEATHING
3.15LOCKING SHOWN MAY M IN ADDITION,
TO WALL STUDS REGUIRED MR PEAN7 ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
VERTICAL LATH
& PAPER DETAIL
1>< I
WOOD BT=6-
SECTION PER SECTION R703.7
1� E)Leno
IFFATPING SYSTEM i
Norm: SHEATHING Exterior use of portland cement plaster
SIDE LAPS or METAL OR 1/16' ZIP 844
shall comply with the application
PLASTER 5Aees SHALL (INSTALLED PER MANUr. SPECS.) requirements of ASTM C 926-12A.
5E SECURED TO 5UILDIW%— NOTE:
FRAMING M5M15ER5_ PAPER F ZIP SHEATHING SYSTEM 15 r lathing and framing
LAP
THEY SHALL 5E TIED INSTALLED, PLEASE SEE shall comply with ASTM C 1063-12A.
M" TYPE CONTROL JOINT - Installation of extero
IBETWEEN SUFFVWS
LAf' Q LAI �4 MANUFACTURERS
WITH 0.0415-IN. (121-MM) STUCCO
SO)
WIRE AT INTERVALS NOT 3 LAI- PAPPQ
INSTALLATION PROCEDURE
MORE THAN t' (22S -MM).
AS PER ASTM C1063
1. FOLD NWAIRD 0 10T. A 1, F:OLP NUAIRC) a FIT. A 110.1. P_ ON
I I 'rz I =�EN E �Tl; � �AT �1
2. CMAhe 0 PT_ 15 NOTE; N'T e
WOLD KIC KO UT FOR REPAIR Or TEARS
Q HORIZONTAL LATH
IN WR5 LAYERS, TEARS
DETAIL MAY 5S PATCHED & PAPER DETAIL
WA40USE WRAP TAPE
PER MANLr-. SPEC. OR
FOLD FEEL 4 STICK
0 4V
111ro" ZIP SHEATHING
SYSTEM (INSTALLED PER
MANIJ�=. SPECS.) OR
LFOLD INWARD 0 1. rOLD N"?RD 0 P". A WOOD SHEATHING OR CMU
PT. A
2. CA;MASIE 0 101'. 13 LUR5 LAYER 01,
2. CREAM 9 Pr. 5 x
CREAW * RT, C STUCCO LURAF (r-RAME ONLY)
4. FOLD ?�T. C OVEIR PT.
8 Til_J_ Fr. C TOJCPES
501-rCM rI_AWe
THIC<, 3 COAT CEMENT
FLASTER(FRAME), 1/2" 2 COAT
T__\
CEMENT PLASTER (CMU)
METAL LATH 0=RAME: ONLT-) LEIGENIJ-
LAP WRI5 4 TAPE OVER
@ ROOf=/WALL 5CREEQ FDfRAINAGE FLANE (VR5
BOTTOM
PL AN 1*1/ STUCCO UJfRAf=)
UATIER TIC44"
NOTE: SlEALPOLD, 2a
ME CUT.
IF ZIP SHEATHING SY5TEtl 15
INSTALLED, PLEASE SEE J' THICK, 3 COAT CE51ENT 5'X5` V TYPE CONTINUOU5 WfR5 LA��EfR:12 (FORTIF15ER
PLASTER (MRAPS), 1/2' 2 COAT
MANUFACTURERS CrIMEW PLAOTER eCM) z GALV. METAL FLASHING
INSTALLATION PROCEDURES (NAIL TO ROOt= DECK, NOT 5UILDING; FAFEfR)
WR5 LAYER 02, FORTF15ER Ln -HING)
5ULDING PAPER(PPLAMr GNI_Y) WALL SHEA1
WR5 I AYER 01,
CAP SHINGLE - DO NOT NAIL, t'*IETAL LAT�4 X—X—X—x
8TU=O WRAP owdi-E oNLr)
611
LAP i-ArE" cr- NWILPNG UPAID INSTALL WITH ROOI= CEMENT
0v5A "Lho rLAW3F_ STOP
O�Ly)
PFRAM9 OR CM
1EXI'MOR L/
ROOr- CEMENT
rpxs WALL PLA04M ROOF PER ELEVATIONS r//"
WOOF.) eHEAT�41NG
ZIF 5HEATHING SYSTrErl
OR '1/1(0
KICK-AWt FLA614M (SEE (INSTALLE�) FER MANU�=. SPEC.S.)
DETAfO
NOTE:
IF ZIP SHEATHING SYSTEM 16
NOTE;
INSTALLED, 10LEASE SEE
MANUFACTURER5 �IETAL LAT�4: LAT�4 TO 5E f=EfR SECTION
FELT UMMILAYMEW _UAtERTl&4T MAI_ (ft-1,0 OR INSTALLATION PROCEDURES
r
\z SOLPER DO NOT CU
8HINCW-l! fRR00=M WOLL. 11ATE"IECTICNO
PiRli- MXr, OvrfRLAP 3' f=EfR SQ. (UTILITNr OIR NOt**1INAL
rXIEND 1/2' BELOW
bkrA114W4, ME04mbZALLY �;�IA ORAP LAT�4 POE6 NOT �IEET SFEC IF: ICAT IONS)
r,ASTMq 4'0r— MAX L" FLASHING
N.T.5.
A R C
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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9
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CREEKSIDE
LOT #111
3P3Ek0ZRCT
0432f000
MOIDE14
4EGB
GALEN 2S
GAPUAGIE NVMG:
RIGHT
PAGIC,
WALL
ASSEMBLY
DETAILS
160 MPH EXP. Ciiii
ARCHITECT:
STATE OF FLORIDA
04/05/17
I scAxm. 1/4"=V-0" 1
1`11FA ff"211
AINk
NOTE:
IF ZIP SHEATHING SYSTEM 115
N5TALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
ER ROD
5ACKr
5ACKER ROD
WRIBN LAYER NINI,
STUCCO WRAID
DRYER
WOOD
CONSTUCTION
X
X
X
INSTALL 6' SELF -ADHERING
MEM5RANE FLASHING OVER
TO1=, SIDE($) AND 50TTOM
FLANGES Or- NON-MCVAI5Lt=
FRAME Or THE EXHAUST.
SEQUENCE 01= rLASHING TO 5rz:
1. 5OTTOM, 2. SIDES, 3. TOO
VENT CAP 15 TO 5E SET IN IBED
Or SEALANT AT TOI= AND
SIDES ONLY. SEALANT 15 TO 5E
TOOLED So AS To Dr=r-LECT
WATER ALUAY �=ROIM JOINTS.
E-Z 5EAD ALL AROUND
VIENT-AFFOLY SEALANT ALL
JOINTS AND INTERSECTIONS
APIOLY SEALANT AT FIFIRIMETER OF
NON-MOVAIBLE PRAIMEE AND STUCCO
ON ALL SIDES, Y4* CAULKING im JOINT
ALL AROUND
PER SECTION R703.7
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTIM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTIM C 1063-12A.
HOODED VENT
JII THICK, 3 COAT CEMENT
JOLASTER
METAL LATH
5UILDING FIAFr=R
WOOD SHEATHING
WRIB LAYER 02, r-OFZNN5r=R
IT (FRAME)
WR5 LAYER M,
STUCCO WRA10
UJR5 LAYER 02, FORTIr-15ER
E5UILDNG 10APeR
rim
PAPA
NN
ORIZONTAL WEEI--' �:iUN
WZSTONE VENEER
(FRAME TO BLOCK)
LEGEND
DRAINAGE f=L,4NF- (Wf;;P,5
LA*'rEfR *11, 5TUCCO MRAF)
LUR5 LAYr=fR *r2 (FORTFBER ----- -
5UIL�)ING FAFF-fR)
�IETAL LAT�4 X—X—X—X
W00r:) 5HEATL4NG
OR 111ro' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF -A:D�4E5 I VE PLAe�41NG
NOTE:
r-IETAL LAT�4: LAT�4 TO 5E FEfR 5ECTION
R103.1.1 / ABTt-1 G-541-0e, 1""'11N. 23 L55.
f=PR 6a. YAIR[:� (UTILITY OF, NO�NIINAL
LATP Z-.)CES NOT t`N"tEET 5FECIFIGATION5)
RYER VENT
5UILDING PAI=ER
OVER IGUICK
PLASH`
f0IFE THROUGH
LUALL
ro" SELF ADHESIVE-
�=L,46HING (INSTALL
fOER MANUF. SPECS.)
5UILDNG PAfOER
UNDER "QUICK PLASH"
ELEC. r-1ETEF
VERIF,*r LO
STUC;C;O
F-INIS�4
6' SELF
pjPzrzt�IANUF. IDIRYER
NT CAP (SET IN
VE
CONT. SEALANT)
SI�ALANT a
TCR 4 9iDEs
F
F-
ICU
NOTE;
IF ZIP SHEATPING SYSTEM 15
N5TALLEP, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
�)VENT PENETRATION
SCALE: N.T.S.
STUCCO SCRATC�4 COAT
4 1 COAT OF f='AINT UJ/5AC<-
ROLL f=RIOR TO
ELEC. METER IN5TALLATiON
�'�ELEC. METER r-IELD
vERIF-T- LOCATION
.1,100D CONSTIRUCTION
-IA6" Vfm SHEATHING SYSTEM
(INSTALLED PER MANUl=. ISIDECS.) OR
Woor�) 8�4EATPNG
UJR5 LAYER 01,
STUCCO LURAF
LUR5 LAYER n, POIRTIF15ER
5UfLt:)ING FAFER
111 T�41r,<, 3 COAT cat-iENT
5
PI -ASTER
1/8" To Y13" MID -WALL
LUEEFD 5CREED
ro" 5ELF-AID�4E51VE
FLASHING
WOOD FRAMED
H: LUALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME)
NOTE:
IF ZfP SHEATHING 6YeTEM 15 IN5TALLED,
PLEASE SEE MANUFACTURERS
1N5TALLATION PROCEDURE5
APPLY STUCCO BCRATC�4 COAT
AND ONE (1) LXI�ER OF FAINT
PRiCR TO [N5TALLING ELEC.
METER
CAVITY TO 5E FILLED
WIT�4 RIGID f=CLYMEIRIC
ISOCYANOTE-I=OLY5LEND FOAM
II �1-- A r- -N I n� 11 '0)R
IMI
AR)
Af0f=L"r A SILICON
5ASE SEALANT AT POINT
T�4AT ELEC. LUIRE f=ENETRATE5
:;0 5CRATC�4
COAT LARGER T�4AN T�4E ELEC.
rIETER CAN OR METER CAN
COM50 OR METER CAN AND
::)15CONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED POUSEWRAP
FOR 15OX INSTALLATION
UJR5 LAYER 01,
STUCCO WRAP
WOOD Si-4r=AT�4[P
APPROVED
HOUSELURAP
551-0111
CUT SUCH THAT -
NO Mr=M5RANr=
ENTERS 15OX,
APPLY TO FACE
APPLY E-Z 5EA!
OVER 60 MIN
GRADE I'D"
F-ELT-PROVIDE
Sr=ALANT AT ALL
JONT$ AND
INTERSECTIONS
'11lrv'ZII= SHEATHING SYSTEM
11 (INSTALLED f*r=R MANUr-. SF*ECS.) OF,
?7
SPE ATPING
�UJOOD
WRIB LAYER 411,
STUCCO LURAI=
W2, t-ORTIrII5ER
7I5UIL.ZLAYER
)IN
NG f=A10ER
meE4.1rLAL LATH
LUCOID
1/81 TrEXTURrED
a WOOD
CONSTRUCTION
FASTr=N TO WOOD STRUCTURAL
Mr=M5ER 6 7' OZ. MAX
a, CMU
V TO �" MID -WALL
EP 5CFFEED
6" LUCE STRIF Sr=Lr
ADPr=SfVr= rLASPINri, CLEAN
-A
MASONRY E5Q=-rOF;r= APPLYING
NNISH a MASONRY
HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCr=PUREES
WR5 LAYER 01,
STUCCO WRAP
CUT 'X' INTO
SELF-ADPERING
MEM5RANr= FLASHING
APPLY SELF -ADHERING
MEM5RANE FLASHING
OVER 15OX AND OVER
APPRCVEF,) LUR5 LAYER
5TEF #1-
A
f=IPLY &0 MIN -
GR D P
OVER
5ELF-ADHERING
FLASHING OVER
APROVEZ)
HOUSEWRAP
5 T E F '*3-
0
0
5TEF 02
21 -
vndi
eal
WR5 LAYER #I,
STUCCO WRAP
SELF -ADHERING I
MEM5RANE l`=LASHNG
WRIB LAYER w2, FORTIF15ER
5UILPING PAPER
5 T rz 1= '*4-
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYF`lCAL LUALL
METAL LAT�4
5 T EE f= #F7) 5 T E f= #ro
ELECTRICAL RECEPTACLE
rA R C H I T
Desi n
Deso
I .
Groul no.
I
ul-vu.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
Illit
N
z
1U.
BUBDM a L09r.
CREEKSIDE
LOT #111
3E
' '0'432'f
0 0 0
a
MODELA
4EGB
"GALEN
(2
GANEtAGINE 611111111MG:
RIGHT
PACE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
-
ARCHITECT:
STATE OF FLORIDA
04/05/17
DATE:
3CALM 1/4"=1'-0
WOOD SHEATHING
WOOD
CONST
Y4' HAT C�44
WI TYPE
WOOD SHEATHING
WR5 LAYi; 01,
STUCCO WRAP
THICK, 3 COAT C
PLASTER
WR15 LAYER M,
STUCCO WRAP
AMIGO AM6&-WPWC-1S0
CL5TCM CASING 5EAP
No GAP INFIEL
(SHOWN FOR CLAR;ICI
:)F
SEPARATE ACCES507E5
ONI Y)
CASINA
BEAD
DTIA
10A
CANT.
scALE; 1
1/2'al'-O"
EXT. WOOD FRAMED
WALL
WRI5 LAYER 01,
�'N
STUCCO WRAP
FLOOR M
SU FLOOR M
WRI5 LAYER 02, FORTIF155
BUILDING PAPER
PRE_ 'r,
all TH COA EMENT
W57ATHER
PLAS"W
BAR
6" S.A.F. ED
WEATHER III
TO 6 T 1 H WE SCREED
BARII
A'4051 IN
THICK, 3 COAT
PLASTER
METAL LATH
WOOD SHEATWNG
SELF-ADHERENG
FLASHING WRAPPE
a TOP Or- WEEP SCREEED
TO SHEATHING BELOW
WR5 LAYER 01,
STUCCO WRAP
4" POSITIVE
WEEP
WRI5 LAYER #2, FoRTIF15ER
BUILDING PAPER
(Sw
0) 1
SEPAI
615 ELF-ADWREING
FLASHING WRAPPED
a CORNER OF CANTILEVER
4' 10061TIVE DRAIN
WEEP SCREED
CTE-
r- Zll= 51H THING SYSTEM 15
NSTALLE f=LEASE SEE
-IANUr-Ar,TU RS
NSTALLATIO ROCEPURES
THIN,
r
CTU R,
_ATIo
TAL L74TIk4: LAT�4 TO 51HE Ffz-fR SEC N
�11N,, 2.E� L5
f=Ef;R Sa. ""IrAfRD (UTILIT""T" OfR NOt'-11NAL
LAT�4 F_-)OE5 NOT �IEEFT 5f=EC;1FIC;AT1ON6)
IF SPEATI SYSTr WOOD STRUCTION
CON
HAT ING is
INSTA rP, -EASE
M
MANUPA �s WEATHER Rr=515
INST LL TI
INSTALLATI PROCEDURES
TA A \�
03�
tLEt
AT�4
3/4 RESILIENT
HAT CHANNI
A
K, 3 COAT CEMENT
PL ASTER
r7/0' TYPE DRYWAN,,
METAL LATH
KME-4rAL
W/TEXTURED 4 FAINTED
Woor > �IGN?
'ONOZRIA'AAA;
FINISH
R 1/16. ye7t�,
THII '3 111 ENT
4(vM
MA MAMI VIII
(2) 2xl1'�EAD5R
PLAS
4" POSITIVE DRAIN
V Y A
SIC
11 CASI AD
No GAIm IN FIEL
(SHOLLN FOR CLA ATION OF
SEPARATE ACCE
11D DRIP EDGE
INSTALLATION
NOTE:
F ZIP 51 ING a,esrEm 15
14 7,"
e, WOOD CONSTRUCITION.
INSTALLED, PLEASE SHE
P,
MANUFACTU RS .0
I'M
r RESISTIVE
INSTALLATh PROCEDURES
�ATHER
II 5ARRIER 01
Io
m ,,—UJEATHER RESISTIVE
BARRIER 02
VINYL CASING BEAD
4,
THICK, 3 COAT CEMENT
;TYPE 7">X<'r0RYWALL/
PLASTER
r2/8'
METAL LATH
W/TEXTURED, 4 PAINTED I
210WAIN%
FINISH
sysitm
P.
TZI�FgJPANUF. 5PE(I
THICK, 3 COAT cEmENT
PLASTER
L VINYL CORP. 4'
VINYL COWER BEAD
POSITIVE DRAIN
WEEP 5CREED
VINYL CASING BEAD
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
TRIJSS
00or
E-5 loc N
v
Ao "V
DRY WALL
rEXTERIOR GRADE
THICK, 3 COAT cEmE
PLASTER
VINYL CORNER BEAD
-VINI CASIW4 BEA
�CN Or
ONLY)
ANTILEVE"D DRIP
EDGE
101
DRAINAGE FLANE (WR5
1_A"`rEfR "I, 5TU(Z;C0 WIRAF)
WIR5 LA`r�fR*2 (F0fRTIF1E3E-:F%
5UILDING FAFER)
t'*IETAL LAT�4 X—X—X—x
7
7
LJOOD 5HEAT�41NG
5ELF-ADHEI51VE FLASIk4ING
<
14A
FINISH LAYER (2 LAYER
[CK)
Er
RIP '\�;
!r5p-T*Rr= I =ToLorT
I VI ULATEI:)
I - 4' 0-1 FRI
WOXj
0 (-Z 'ILNLM;
CONTINUOUS
'w
WATER PROON let
R EL
STICK) WRAPPED
LAYER (2 LAYER EL\*
TO
BALCONY DECK ro
CANTILEVER
6' FEEL 4 STICK a
I
DRIP r=r->Grm TO DrMGK----\
FOR 54
D 4 SFALANI
PI H LAYER (2
PEEL 4 STICK)
3/4 RESILIENT
HAT CHANNEL/
5/8' TYPE 'X"
W/TIEXTI
F IN 1514
THICK, 3 C
CEMENT
3' X 3' 26 GA od
JIG
METAL DR
SET IN FULL E
SEALANT, Y2" IN.
SPACE F DRIP
;tD OF
FACE TO REX
Yw q3AP FOR BACKER
ROD 4 SEALANT
WEA R 515TIVE
R 01
ATHE 516TIVE
Or=fIFICNI 111111
ARAW PIM CLIIIIIIIIII
1 02
E MEMBRANE,
END OVER DRIF
EDGE
3' X 3" 26 GA. GAI
METAL DRIP EDGE
I SET IN FULL BED OF
1 SEALANT,v MIN.
15PACE FROM DRIP
- To 'I
FACE
VINYL CASING BEAD
1 r
WATER PROOFING let
AYER (2 LAYER PEEL 4
ICK) WRAPPED FROM
S LCONY DEC< TO
C ILEVER
TI
r K, 3 COAT CEMENT
1�0 AS R
L TH
WOOr_> 5 ATHiNG
WEATHER SISTIVE
BARRIER M
WEATHER RE STIVE
BARRIER 02
(SHOWN FOR CLARIFICATION OP
SrEPARATE ACCE65CRIE6 ONLY)
BALCONY DRIP
EDGE INSTALLATION
2x FIFRN-IING MEM5EIR
zt-IENT
THIC<, 3 COAT Cr
PLASTER
COjRNEfR 5EAD
F.45TENED TO SHEATHING
11 O�C� MAX.
WfR5 LA"rEIR 01,
5TUCCO WIFRAF
WOOD SHEATHING
METAL LATH
WfR5 LAYER 02, FORTIF15ER
144" GAP FOR 5AI
RO
ID 4 SEALANT
VINYL CASING BEAD
0'0
M "I
WATER OrqNG let
LAYER (2 LAYER PEEL
I
4 STICK) APAW CLA
FI
SUB FLOOR
WOOD SHEATHING -
OR 1,116' ZIP SHEAT141I II
(NWALI MR MANLP. SPECS-)
Luf;P�5 LAYER 01,
STUCCO WRAP
:OLUMN SHEATHING
WEATHER RESISTIVE
BARRIER M
'N
WEAT�4ER RESISTIVE
BARRIER #2
�1,vb'xV VFLAI
FULLY EMBEDDED
IN ROOF CEMENT
I V x 31 2ro GA, GALv.
METAL DRIP EDGE
SET IN FULL BED or -
SEALANT, .1$` MIN.
lom DRIP
=A --
7,AcE M
C5 To TREX r
Y4" GAP r-XR sEALANI
ofcyr. 5�CKER ROD. -
ODD 'g)
0
MIX45IDLIENT
-L
CHANNE
0I
EATHER RESISTIVE
BARRIER 01
W RESISTIVE
ltxr I COLUMN
N SHEATHING
SAF.
-1 �21x3l III-" FLASHING
EMBEODED IN
ROOP CEMENT
I X" X 3" 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED Or-
EALANT, Y2' MIN.
ar
SPACE FROM DRIP
IFAI TO TRr=x
VINYL CASING BEAD
WATER PROOFING: let
LAYER (2 LAYER PEEL
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
THICK, 3 COAT CEMENT
STER
r I'-
8
C
ER
Co
A
TCEMEN
5/ TYPE `X' DRYWALL ME L LATH
EXTURIED A PAINTED WOOD HEATHING
INISH 4' 0SIT
J" THICK, 3 COAT CEMENT
PLASTER
VINYL, CORNER BEAD (514004 FOR CLA ICATION OF
VINYL CASING BEAr.> SEPARATE ACCESS IES ONLY
BALCONY DRIP
EDGE INSTALLATION Ca) COLU
(W/"L" FLASHING)
SCALE: NTS
NOTE-
THINC Tr -t 1.5
IF ZIP SHEA :s SYS zt
INSTALLED, PLEASE SEE
MANUFACTURJERS
INSTAL[ ATfON PROCEDURES
WOOD 5HEATHING
M
L
L
_>
AT
A
T�
/IN 1'� WOOr r 41l"I
T� 4. 0 717 AIN
>
Er
FIE
AP I�
)WN r T
_ R CLA ICA ;0N C
RATE
ACCESS IEr
I ON
�Rjp
ii COLU
WfQ15 LAYER 02, FORTIF15EIR
5UILPING FAIII
METAL LATH
THICK, 3 COAT CEMENT
P"LASTER
FLA5HING
5UILDING PAPER WINDOW FLANGE
ORNER BEAD Ca FRAME
2 1/211
CORNER 5EAD
O.C.)
(FASTENER 4 SPACING Is
1 A T��CORNER BEAD
IL 11 _L__I1 1
5/8" THICK, 3 COAT CEMENT
PLASTER AFFL15D
DIRPECTLY TO MASONR�r
Ca-) BLOCK
WR5'LAYER "I
5TUCjWIQAf0
WR5 LA-T-ER *2, PORTIF15ER
X;
IBUILDING PAPER
METAL LATH
J' THICK, 3 COAT aEmENT
PILASTER
FLASHINII3
WR5 LA
STUCCO WIFRAF
WR5 LA-I-EfR w2, FOIRTIF15EIR
ji 5UILDING PAPER
M;=TAL LATH
(EXPLODED THIC<, 3 COAT CEMENT
VIEW FOR FLA5TER
CLARITY)
DRIF CAP
WINDOW ;=LANGE
CASING BEAD 6) WINDOW
15 B)
(FRAME, NO BAND)
rA R C H I T E C T 5
14R
Desoi
D gn
Grou Ir
r 'o) eus P1 -Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 003325
IZA
tu
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$u
C13
1-4
atTsDrv. as LOT.0
CREEKSIDE
LOT #111
PROJECT
0437000
MODELic
4EGB
"GALEN"
GARAGE BVMG-.
C
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
AFICHMECT:
STATE OF FLORIDA
]PztuwT
I)AT]p. 04/05/17
8CALM: 1/4"—l'—O"l
WOOD SHEATHING
WR5 I A'I'ER 01,
STUCCO WRAP
WR5 LAYER w2, F-ORTF15ER
5ULDING PAPER
1`�TAL LATH
THIC<, 3 COAT CrEMENT
PLASTER
-ADHERING
(0"SELF
FLASHING
VINYL ANGLE�
CASING 5EAZ)
IDRIP CAP
WINDOW FLANGE
NOTE:
IF Zlfm SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURER5
INSTALLATION PROGEDURE5
WOOD 5HEATHING
WR5 LA"IlER '*I,
STUCCO WfRAf=
WR5 LXrEIR #2, PORTIF15EIR
5UILDING PAPER
/--I`IIIlETAL LATH
TH[c<, 3 COAT c;r=r-t;=NT
(EXPLODED 53
VIEW FOR FLASTER
CLARITY)
R 11,
RAP
GL—EID
R 02, FORTIP15ER
PAPER
TP
COAT r,
MENT
LDHERING
WIN
OLU FLANGE
CASING BEAD CEO WINDOW
I p A
WOOD SHEATHING
1"�IETAL LATH
WfR5 LA"'T'ER 01,
STUCCO WRAF
WfR5 LA""I"ER *2, F:OfRTlr-I5ER
5UILDING f=Af=r-fR
all THICX, 3 COAT CEMENT —
PLASTER
VINNT'L ANGLE2
CASING; 15EAF�)
VIN""rL CASING 15EAD
WR5 LATE
STUCCO W
VINYL AN
WR5 LATE
5UILDINa
METAL L�A
THIC< 3
PLASTER
& "SELF -A
NOI-E:
IF ZIP, SHEATHING SYSTEM 15
INSTALLED, PLr=ASE 8;:F
MANUFACTURERS
INSTALLATION PROCEFDURES
4
11' Gs�' P T f-
NN /CZ�51\46t 5EAD
TO Tf�,!T�
IX TRIM M5ER
-r - E
STUCCO
.5 U
SIDING TRAN ION
51 - D ING 7
THICK, 3 COAT
P
_4AtWIR
ftTALlATt4
�We jo4-T-ER 02, t=ORTIr-15ER
ING PAPr=R
WOOD 514EATIII-IING
LUR15 LAYER 01,
STUCCO WRAP
(o" SELF�DHEREING
FLASHING -tVkF=Er=L 4 STICK
c
SIDING TO STU
CASING BEAD
(CROSS SECTION)
WOOD CONSTRI.ICTION
5EYOND
WOOD SPEATPINGiF
I&ATHER RESISTIVE
5 WIER "I
6' SELF-APHER
rLA&HING
STARTER STRIP
<1
SER
SIDING TO STUCCO
@3) BLOCK TO FRAME
TRANSITION
0
ASHING
'��-WJEATI-IaR RESISTIVE
ISARRIIER M
WEATI-IER REESWIVE
5ARRIER 02
GALvID METAL
TrLASPING
DO NOT CAULK OR
SEAL OPENING
&I SIMULATED
GAP W/CAULKIW-v
TRIM MEMIBER
=PROVED SEALANT
NOTE:
t-lETAL LATH. LATH TO 5E FER SECTION
R-103.11 / A&Tt'-1 C-a47-09, r-tIN. 2.5 1-55.
FER SQ. "TARD (UTILIT"'r OR NOMINAL
LATH DOES NOT MEET SFEClt= ICAT IONS)
CONSTFAICTION Is 19
WfR5 LA"`rr=FR 11, y N 6.
UrEATHER ISITIVE
uic
1 If
SEALANT
UJINDOW
2X FRAMING
MEM5ER
5ARRIER 01
r
A RVSIST[VE
A R 01 TO LAP
UJr=ArHMR RESIS
AEOVE TOP
5ARRIER 02
Iz ,*PING
Xi
UJfR5 LA%*rEfR 1*2, FOfRT[f=15ER
LA
X1 PSIDI
k� AL
Ile
RE \t
5UILDINCz f=Af=EfR
UE R RESISTIVE
ER #I
9,'
rLASHING
MATI-ER REESISTIVE
��ETAL LAT�4
STARTER STRIP
ARRIER 02
GALV'D METAL
DO NOT C U-K OR
7' FLASHING
THIC</ 3 GCAT Clz-�IENT
DO NOT CAULK OR
SEAL OPENING
(EXf=LC7,)ED
6
VIEW �=CfR
FLASTEfR
GALVID METAL
7 FLASH[Wx
UrEATPER SMSISTIVS
MIARRIER 01 TO LAP
CLARIT'r)
61 SIMLILATEP
Lgoxc) TRIM MEM5ER
6" MIN. A5OVE TOP
T' rLASPING
Ub"SIMULATED
TRIM Mr=MEr=R
EACKrER ROO) SELP-ADWERING
6' SIELI=-Aol�-ERINcs ASPING
I=LASHING
V THICK, 3 COAT
SEA Afm WCAULKING
CEMENT PLASTE OR A D SEALANT
UW)EATHER WSIS I
WEATPE SISTIVE
BARRIER Of MARRIER
CASINGBEAD Q—S) RAISED WEA"4-ER RESISTIVE E-Z SEAD vI CASIWG
SARRIER 02 (UJ/%' r-LEX15Lr=Nvc
5ACK,ER ROO)
BAND (FRAME) ING TO STUCCO UZATI-�R RESISTIVE
17A FRAME TO FRAME MARRIER 12
A TRANSITION
SEALANT
DOW FRAME
WIN[-
FLANGE
2X FRAMING
MEM15ER
5UILIDING
WRAF
-------------------
THICX, 3 COAT CEMENT
PLASTER
METAL LATH
........ .................................... ............
A
(W-3/8" FLEX15LE FVC
WIR5 LAY;2R 02, FORTIF15ER
5UILDINO PAPER
E WRAP,
U)RAf 'ZKr:) FRAMING
R
MEr-t5ER
ro" SELF: HESIVE FLASHING
5
FL
ER
F
ROZ))
OOr,
EATHING
DETAIL ELOW EXPLODED
R CLARITY
----------
EAT�-
Or
ELOJ
CL
I L /OR
.................
A------- ---- ----------------------------------------------------- -
TIII-41C<, 3 COAT CEMENT
/ c-, A G E A 1-DI PLASTER
LUIN
W METAL LAT�4
N
ER 02, FORTIF15F71R
I=AI=ER
5�-IEAT�41NG
LXT`ER 01,
7,0 WRAP
ro" LuVaFEEL 4 STC<
OVER FL)ANGE
(W/3/5" FLEXI51
*APPLY FULL IBED OF
FLANGE 4 5UILDING W
CASING
f=vc: 5.4cxER ROD)
LANT 5ETWEEN
------- ---------
�LANT
EZ BEAD WINDU"W CA NG
I
t6
z
A
LEGEND
DfRAINAGE PLANE (WR5
LXT�ER *11, STUCCO UJFRAf=)
WfR5 LA""I`EfR 02 (FORTIF15ER ......
5UILDING FAFEfR)
METAL LATH X—X—X—x
STUCCO
WOOD 8�4EATHING 717 2 /, =1 /2�
OR T/16' ZIP SPIE-ATIPING 5Y6TI=-M
(INSTALL5D f=r=IR MANUr-. SF�r=c&)
5ELF-ADHE51VE r-LA5HING
A R C H I T E C T S
Des',pn
OL
rou 12
r up linc.
I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
tu
4
BtYNIMV. ac 1AMe
CREEKSIDE
LOT #111
P3RojmcT#
04321.000
MODELa
4EGB
"GALEN"
GAILAGE BVMG-.
RIGHT
PAGE:
WALL
ASSEMBLY
31
C;
DETAILS
V41,160 MPH EXR C,.#
ARCHTECT
STATE CIF FLORIDA
JDATM 04/05!/117
pp=l$ 0_
8CALE: 1/4 z -011
8
1111 MMIN
CUT HOUSEM
AT 4rp' ANGLE
moplPIED 11, CUT
IN HOUSEWRAF
LINE Or L
OPENING
APPROVED WOUSEWRAP
OVER SWEAT14NG OVER
Wo STUD WALL
STEP 1
INSTALL 6
SELP-AD14
rLASHING;
NAIL ING; P..
JAM56
EXTEND Fl
V 5ELOW i
F-LEX15LE
00 NOT SE
PIN
TEMPORARILY
rol-D-UP 4 SEC
POUSEWRAP (Ol
TUCK FLAP UNDI
at PEAD
rOLD HOUSELIX
IN AT JAM56 4
SLOPE SILL R,
NOTALL V
5ELr-ADI-IE
=LA644ING; C
vINTL 4-EAi
-LA644ING; C
:)AMS) NAIL
=LANGE
=-XTENP
5ELP-APPE
=LASWING I'
5ETOND J4
zl-ASWING,
NSTALI- VIN
:;AP
ALIGN FLAS14ING
W/ INT. EDGE OF
SILL R.O.
MC44ANICA-1-Y
FASTEN FANNED
EIDGES. (CAP
NAILS, STAIDLES)
INSTALL DUPONT
PLEXURAP AS TH
FLA-044ING At THE
ro-p
POWN
DIACIC
ACRO
WINDO
4PPLY 461 NOM.
:ONTINUOUS W.
r- SEALANT AT
4�156 AND ke�
�PPLY TO 5AC
JINDow NAILING
LANGE N LINE
:RE-PUNC4-ED
IOLES OR OL01
JOE API-ESIVE
EXMLE FLA&4IN9
��R PRIP CAP
ECTO-WR4P
EQUIV)
WINDOW FLASHIING
INSTALLATION DETAILS
T-1
(FULL.... W i WAP)
(C2� 5CALE;NT5
NOTE'.
F LF SHEATHING e4"�5TEt*�l 15 IN&TALLE:D,
f=LEASE 6EE t4-IANL�FACTL�EF�5 IN&TALLATION
F:)IROGEIDUIRE5
INSTALL WINDOW
PLUMB, LEVEL
AND $MAF;r= F'r:
MANUFACTUREWS
WRIT17EN
INSTRUCTIONS
y
ANE
NG
DINT
NOTES
I. IT IST44E CZNTACTORB I;MSPONS151LTY TO VERIPY
THE C0MPATIE51LITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF-API-18RING
PLAS141IN4 MATERIALS USED DURING OONSTRLICTIOK
2. INSTALL ALL MATERIAI-S PER MANUFACTURERS
WRITTEN GFIE-CIPICATION6
WARNING; SEALANTS MAT REACT ADVERSELY IF NOT
COMPATIEILE.
N AND SEAL JAMB TO SILL JOINTS WITH
IISS FOLLOWING COMPLETION OF:
RIOR RETROFIT WORI<
NOTE -
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
r AL "IMIERIOR R METER OF WINDOW WITH
SEALANT
rAm
4 Des
rouo
G 12.
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
24
lu
3
a Lom"'III
CREEKSIDE
LOT #111
PROXXIC7
043
o o o
[stmDrv.
DIM
4EGB
"GALEN"
GARAGE BWMG-.
RIGHT
I pj
PAGIC:
WALL
ASSEMBLY
DETAILS:
FLASHJING
UNDOW
60 MPH EXP. C
-6:&rjjj 04/05/17
8CAIM 1/4 �P=llofp
81MET
WA5
0iiI10' Z�t
2xio, 5U5-5ANt)
W/I"x4" NOTCH s
ENID, WRAFf=ED
f=EEL 4 STICK
r;)Rlf= EDGE
1/5" TEXTURED
FIN15H 6 WOOD
1/2" TEXTURED
FINISH 'a) ct�lu
1/6" TEXTUREID
r-fNISH a WOOrD,
1/2' TEXTURED
r-INISH a CMU
�—METAL LATH
IN
z
Mr=TAL rASCIA WRAI=
L1,100D SHEATHING
OR cmu
"\—LUR5 LAYER 01,
STUCCO WRAf=(rRAME ONLY)
A
LUR5 LAYER 02, PORTF-15ER
..... .... ..
ti
5UILDING fOAPEIR
(HP-AME ONLY)
2X(o 5U5 5AND
A-1
ROOFIN6% CEMENT
DRIFD EDGE
METAL FASCIA
WRAP J/011 FROM
STUCCO, I" FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
NOTE- NOTCH r-OR 2X&
5U5 5ANL-) ONL*T�
N,
N,
IN
r `)ELEVATION
A
ROOF KICK OUT REMOVED
FOR CLARIT'T-
ROOF DEC< (5E-T-OND)
q�DRIF EDGE, I" OFF WALL
VNOT INTO STUCCO)
1-1/6' TEXTURED FINISH
WOOD, 1/2 " TEXTURED
FIN15H V�IU
/'\"�2x& SU5-5AND 1/1 x4" NOTCH a
END, WRAPPED IN FEEL 4 5TIC<
METAL FASCIA WRAf= P OFF
WOOD WALL. SU5 5AND 211
OFF WOOD WALL
METAL KICK OUT
NCTF�:
F Zlf= 8L4EAT4NG e'rSTF-1 le IN8TALLED,
FLEA5rz 5EE r�IANUFACTURER5 INSTALLATION
f=ROGEDURES
f=RE-ENC-st) TRUSS To 5E CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED PIN18�4
2lix4l'x4'-oll
SCA55ED TO TRUSS
W/126 NAILS (oil -all
0,C. MAX.
2x 5U5-5AND WIV2"x4"
NOTC�H 0 END
METAL FASCIA WRAFD
EDGE
EXTERIOR WALL
(FRAr'IE OR CMU)
SUB BAND DETAIL 0P WALL
SUB BAND DETAIL (9) WALL
W/KICK-OUT
FRAt�IE OR Cr-tU
FELT f=Af=ER
DRIf= EDGE
(REFERENCE POINT
ONL41�, FOR WALL OF[=
SET OF COt'1f=ONENT6)
METAL FLASHING, WRAPPED
MIN. Y4" A50VE 50TTOI-I OF
DRIP EDGE
2x SU5-BAND
WIV2 "x4" NOTCH 6
END, WfRAf=f=r=D IN
f=EEL 4 STICK
*ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARIT'r
r-RAt�IE OR cr-lu
WALL KIC<-OUT FLASHING
FELT F=Af=ER
DRIP EDGE
(REFERENCE POINT
ONL*r I'=OR WALL OFF
SET Or- C0M1=ONENT5)
��TAL FLASHING, WRAf=I=ED
MIN. )14" A50VE 50TTOM OF
DRIfm EDGE
2x 5U5-5AN1)
WIV2 llx4" NOTCH a
END, WRAf=f=Er:) IN
I=EEL 4 STICK
#ROOP CEMENT
ROOF EDGE
OMITTED POR
CLARIT'r
A R C H I T E C T S
d N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
I
cli
All,
stnmm de LoTil
CREEKSIDE
LOT #tit
PROJECT#
04321.000
XODEU
4EGB
GALEN
GAA&GE EVMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
160 MPH EXP. C
ARCHTECT
STATE OF FLORIDA
1.0
FEBM " lb
04/05/17
I 8CAJ.M 114 1 - 0
BEIZET
W A tf 3"
VS 4