HomeMy WebLinkAboutBUILDING PLAN PAGE 16-30Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name
Applicant
Product
Opening Design
Product Rated
Manufacturer
Model #
Product Approval
Glass Type
Method of Attachment
Pressure
Design Pressure
Number
1/4" concrete screw 6" edge distance @ head, 4" edge
distance @ jamb, 4" each side of transom centerline to
Swing door
g
+36
( ) / (47)
+67 J (-67)
( )
Therma-Tru
Smooth Star
FL20461.17
N A
/
bucking. Fastener spacing @ 15" o/c max. @ head and
jamb. Min. embedment of all anchors to be 1 1/4"
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4"
embedment. Type II: 3/16" or 1/4" ITW concrete tapcon
SH Window
(+38) / (-48)
(+50) / (-50)
Ply Gem
Ply Gem 1500
FL16103.1-R9
Non Impact
anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4"
@ head. 1 1/4" embedment. Two additional tapcons
midspan and one at lower frame 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/c at jamb, 10" @ head. 1 1/4" embedment.
Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max.
SH Window (Integral
(+38) J (-48)
(+50) / (-55)
Ply Gem
Ply Gem 1500
FL16100.1-R6
Nan Impact
from corners, 8 1/2" o/c at jamb, 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
Sliding Glass Door
(+33) / (-41
+50 ( ) / (-50)
Ply Gem
Builders Series
FL14634.2-R3
Non Impact
distance. 6" max o/c from corners and 20 3/4" max o/c
4780
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. 1 1/4"
embedment.
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
Double Garage Door
( +29 ) / (-35)
+46
( ) / (-42)
Clopay
16.2x7 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
FL7006.1-1110
shingle placed 6-1/8" above the butt edge, approx. 1" 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
Underlayment
Interwrap
RhinoRoof U20
FL15216.1-R3
gauge 1 %" annular ring -shank nails,
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 @ 1 3/4" in concrete / masonry, 2 1/2" min.
Less than 6' span
(+47) J (-53)
panel MFG.
24 GAGE
FL16293-R2
" edge distance, 12o c max. spacing.
g / p g• 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 @ 1 3/4" in concrete / masonry, 2 1/2" min.
span or more
(+45) / (-50)
panel MFG.
24 GAGE
FL16293-R2
edge distance, 12" o/c max. spacing. Can be headed screw
or all thread but with wing nuts.
Zip System
Install per manufacturers recommended requirements.
Huber
Wall Sheathing
17147-R2
Sheathing
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
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PSVHDIv. & LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL
4EGB
"GALEN"
GAEiAGE SYnNG:
RIGHT
PAGE:
PRODUCT
APPROVAL
60 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
0
r i AN 1
DATE: 05/26/18
SCATM: 1/4"=V-0"
Fz;*.s 4a
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
PRE'07MEp TROL JOINT
FLANGE OF L JOINTS TO
BE WIRED TIED tN5TzAPLWV
O.G. MAX IVERtJ
NOT FASTEN CON
WALL EVEN IF ST
BEYOND EXCEPTIlfi' LEG MAY BE SECURE CONTRODURING INSTALLA
FASTENERS to BE SPACED
• 'I' O.G. MAX VERTICALLY
7
I
LATH SHALL NO
BE CONTINUOUS
THROUGH CON
JOINTS BUT &4AI
BE STOPPED
THICK, 3 CO CEMENT
PLASTER aJ/
WRB LAYE 42, FORTI-11BER
APPROVED MErAL LATH
F TENED +1' fVERi.)OC. MAX
SUPPORTS
W 5 LAYER M,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHING
SYSTEM 4"TALLED PER
A> - �
TIED AT EACH SIDE.
PER ASTM CI063
i.Ire7.I+S
I�FA�6TENERS FOR LATH TO NAILS OR
STAPLES IN COMPLIANCE ASTM C1063
2. WIRE TIES TO BE (NO. ®.PJ4i5' WIRE
9. BLOCKING SHOLLN M BE IN ADDITI \
TO WALL STUDS RMaJORED PER PLAN /
"M" TYPE CONTROL JOINT
OL FOLD INWARD • Pr. A
( ; j I. FOLD NWARD .
Pr. a
2. CREASE • Pr. 5
3. CREASt • for. C
. T,•
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
DR' WOE. OVERLAP 3', +
ex"D o in, SELOW
SWEATHMCs MECHANICALLY
FASTEN 4' OG. MAX
0110E 2X4 BLOCKING
:ED FLAT MAX. 6' TO S'
I CONTROL JOINT WHEN
ROL JOINT FALLS ON
^41RAL STUD
{ j L FOLD MARD • Pr. A
�� 2. CREASE • Pr. 5
( Q) L FOLD MAW • Pr. A
2. CREASE • M. 5
3. CREASE • PT. C
4. FOLD Pr. C OVER Pf.
5 TILL Pr. C TOUCHES
lborroM FLANGE
;' THICK 3 COAT CEMENT
PLASTER (FR"I, I/Y 2 COAT
CEMENT PLA01M (CM)
WEI LAYER 02, PORTIFISER
BUILDING PAPER 0"A E aLY)
WRB LAYER M,
STUCCO WRAP 044" ONLY)
LAP LAYERS OF WLDM6 URN'
OVER NAILMG FLAWAIS, STOP
N: ,FRAME OR I
WRAP
SCIFEND Z
E
Sx6 WILL FLAWM �p
KICK -OUT FLASHM3 (eeE
DETAIL)
Notts NSTALL KICKOUT
FLASHNS AT 501TOM OF ROOF 4
WALL NTERSECTt"
D BUILDING WRAP
SH BE LAPPED A MINIMUM OF
6' • RTICAL LAPS (ROLL
ENDS) ' • HORIZONTAL LAPS.
ALL SEAM4 NEED TO BE TAPED
WITH FORTI R SHEATHING TAPE
II
1 MIN. \-MrTLATH
1 —r
LATH VERTICAL LAP t0 BE I'
1
METAL LATH
WM LAYER h, II
x>� STUCCO WRAP 1
6' MIN PAPER LAP BELOW ONLY /
BUILDING PAPEFORTIFIBER/
2 APER LAP
SCALE: IIn'=I'-O'
® KIC KO UT
DETAIL
R„
I' MIN LATI
LAP, 4' OVE
ALL LAP
VERTICAL LATH
& PAPER DETAIL
IF ZIP SHEATHING SYSTEM
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROG OF
SHEATHING -
SIDE LAPS CF METAL OR T/16' ZIP SHEATHING SYSTEM
PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.)
BE FRAMING�MEMBERS. D TO BUID
PAPLEER THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0..0495-IN. (1.21-MM) STUCCO —
WIRE AT INTERVALS NOT
MORE THAN 9' (22S-MM).
AS PER ASTM C1063
1A.1.
i' 1141M 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, "1 FIBER
BUILDING PAPER
WRB LAYER M,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHING
SYSTEM
SPECS(MISTALLED PER
M,�fNUF. .)
4' 6ELF-ADHERING MEMBRANE
FL ING (COMPATIBLE W/ HOUSE
L MATERIAL) OVER 4'
A VED HOUSE WRAP.
ND oNro PII�
I' OR LESS IPE—�
CUT AND OVERLAP ONE SIDE
SELF -ADHERING MEMBRANE
FLASHING
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS —
REGUIRED TO SECURE
PIPE/ WIRE TO FRAMING
SECTION
N
OTE -
MINI MIN. EATHING SYSTEM IS
LAP
ED, PLEASE SEE
AP . LATH CTURERS
AP. PAPER ATION PROCEDURES
;�7
PI 'E FENETf
A w I -t-
r M=r-'glle C;;r Teatea HORIZONTAL LATH
MAY 06 PATCHED ARS & PAPER DETAIL
WA40USE WRAP TAPE
PER MANUF. SPEC. OR
PEEL 4 STICK
1/16' ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF. SPECS.) OR
-WOOD SHEATHING OR CMU
-WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
'METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOF/WALL SCREED
5"X5" 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
(:5 "L" FLASHING
) N.T.S.
T I ON
6'x6' SELF-ADI-ER MEMBRANE
FLASHING (COMP BLE W/ HOUSE
WRAP MATERIAL OVER 4'x4'
SELF-ADHERIN39 MEMBRANE
FLASHING APPROVED
HOUSE
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
FLASHING
/LAYER
M,
P
•2, FORTIFIBER
BUILDING PAPER
METAL LATH
6'x6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
V CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INI ILTRATION BARRIER OVER
SHEATHING
ASTOMERIG COATNG OVER STUCCO/
FINISH (SEE TYP WALL SECTION)
PER SECTIO RLO3.7
Exterior lathing lasterin
Exterior use o ortland Cement plaster
shall comply wit he application
requirements of A Nia
6-12A.
Installation of exteg and framing
shall comoly with ASTM C 063-12A
TAIL CFRAt%l
DRAINAGE PLANE (WRB
LANrER #1, STUCCO WRAf=)
WR5 LATER 1*2 (FORTIF18ER — — — — — —
UILD INCH PAPER)
METAL LATH X X X X
STUCCO 4 1 a
WOOD SHEATHINCH
OR 1/16' ZIP SHEATHING SYSTEM
( INSTALLED PER MANUR SPECS.)
SELF-ADHESIVE FLASHING - -
NOTE:
METAL LATH- LATH TO 8E PER SECTION
R-103.1.1 / ASTI" 1 C-&4-'-09, MIN, 2B LSS.
PER SQ. 4rARD (UTILIT�r OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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S3U'BDIV. 8e LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL.
4EGB
"GALEN"
aGARAGE SSTrMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLON
0
fI)ATE: 05/26/18
SCATM: 1/4"=1'— O"
V Y Al
TIED AT EACH SIDE.
PER ASTM CI063
i.Ire7.I+S
I�FA�6TENERS FOR LATH TO NAILS OR
STAPLES IN COMPLIANCE ASTM C1063
2. WIRE TIES TO BE (NO. ®.PJ4i5' WIRE
9. BLOCKING SHOLLN M BE IN ADDITI \
TO WALL STUDS RMaJORED PER PLAN /
"M" TYPE CONTROL JOINT
OL FOLD INWARD • Pr. A
( ; j I. FOLD NWARD .
Pr. a
2. CREASE • Pr. 5
3. CREASt • for. C
. T,•
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
DR' WOE. OVERLAP 3', +
ex"D o in, SELOW
SWEATHMCs MECHANICALLY
FASTEN 4' OG. MAX
0110E 2X4 BLOCKING
:ED FLAT MAX. 6' TO S'
I CONTROL JOINT WHEN
ROL JOINT FALLS ON
^41RAL STUD
{ j L FOLD MARD • Pr. A
�� 2. CREASE • Pr. 5
( Q) L FOLD MAW • Pr. A
2. CREASE • M. 5
3. CREASE • PT. C
4. FOLD Pr. C OVER Pf.
5 TILL Pr. C TOUCHES
lborroM FLANGE
;' THICK 3 COAT CEMENT
PLASTER (FR"I, I/Y 2 COAT
CEMENT PLA01M (CM)
WEI LAYER 02, PORTIFISER
BUILDING PAPER 0"A E aLY)
WRB LAYER M,
STUCCO WRAP 044" ONLY)
LAP LAYERS OF WLDM6 URN'
OVER NAILMG FLAWAIS, STOP
N: ,FRAME OR I
WRAP
SCIFEND Z
E
Sx6 WILL FLAWM �p
KICK -OUT FLASHM3 (eeE
DETAIL)
Notts NSTALL KICKOUT
FLASHNS AT 501TOM OF ROOF 4
WALL NTERSECTt"
D BUILDING WRAP
SH BE LAPPED A MINIMUM OF
6' • RTICAL LAPS (ROLL
ENDS) ' • HORIZONTAL LAPS.
ALL SEAM4 NEED TO BE TAPED
WITH FORTI R SHEATHING TAPE
II
1 MIN. \-MrTLATH
1 —r
LATH VERTICAL LAP t0 BE I'
1
METAL LATH
WM LAYER h, II
x>� STUCCO WRAP 1
6' MIN PAPER LAP BELOW ONLY /
BUILDING PAPEFORTIFIBER/
2 APER LAP
SCALE: IIn'=I'-O'
® KIC KO UT
DETAIL
R„
I' MIN LATI
LAP, 4' OVE
ALL LAP
VERTICAL LATH
& PAPER DETAIL
IF ZIP SHEATHING SYSTEM
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROG OF
SHEATHING -
SIDE LAPS CF METAL OR T/16' ZIP SHEATHING SYSTEM
PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.)
BE FRAMING�MEMBERS. D TO BUID
PAPLEER THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0..0495-IN. (1.21-MM) STUCCO —
WIRE AT INTERVALS NOT
MORE THAN 9' (22S-MM).
AS PER ASTM C1063
1A.1.
i' 1141M 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, "1 FIBER
BUILDING PAPER
WRB LAYER M,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHING
SYSTEM
SPECS(MISTALLED PER
M,�fNUF. .)
4' 6ELF-ADHERING MEMBRANE
FL ING (COMPATIBLE W/ HOUSE
L MATERIAL) OVER 4'
A VED HOUSE WRAP.
ND oNro PII�
I' OR LESS IPE—�
CUT AND OVERLAP ONE SIDE
SELF -ADHERING MEMBRANE
FLASHING
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS —
REGUIRED TO SECURE
PIPE/ WIRE TO FRAMING
SECTION
N
OTE -
MINI MIN. EATHING SYSTEM IS
LAP
ED, PLEASE SEE
AP . LATH CTURERS
AP. PAPER ATION PROCEDURES
;�7
PI 'E FENETf
A w I -t-
r M=r-'glle C;;r Teatea HORIZONTAL LATH
MAY 06 PATCHED ARS & PAPER DETAIL
WA40USE WRAP TAPE
PER MANUF. SPEC. OR
PEEL 4 STICK
1/16' ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF. SPECS.) OR
-WOOD SHEATHING OR CMU
-WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
'METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOF/WALL SCREED
5"X5" 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
(:5 "L" FLASHING
) N.T.S.
T I ON
6'x6' SELF-ADI-ER MEMBRANE
FLASHING (COMP BLE W/ HOUSE
WRAP MATERIAL OVER 4'x4'
SELF-ADHERIN39 MEMBRANE
FLASHING APPROVED
HOUSE
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
FLASHING
/LAYER
M,
P
•2, FORTIFIBER
BUILDING PAPER
METAL LATH
6'x6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
V CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INI ILTRATION BARRIER OVER
SHEATHING
ASTOMERIG COATNG OVER STUCCO/
FINISH (SEE TYP WALL SECTION)
PER SECTIO RLO3.7
Exterior lathing lasterin
Exterior use o ortland Cement plaster
shall comply wit he application
requirements of A Nia
6-12A.
Installation of exteg and framing
shall comoly with ASTM C 063-12A
TAIL CFRAt%l
DRAINAGE PLANE (WRB
LANrER #1, STUCCO WRAf=)
WR5 LATER 1*2 (FORTIF18ER — — — — — —
UILD INCH PAPER)
METAL LATH X X X X
STUCCO 4 1 a
WOOD SHEATHINCH
OR 1/16' ZIP SHEATHING SYSTEM
( INSTALLED PER MANUR SPECS.)
SELF-ADHESIVE FLASHING - -
NOTE:
METAL LATH- LATH TO 8E PER SECTION
R-103.1.1 / ASTI" 1 C-&4-'-09, MIN, 2B LSS.
PER SQ. 4rARD (UTILIT�r OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
go
1F
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rn
rg
v
Aq
0
I
W
4
F
4
0
U
(A
m
0Q) w
w 0
d
S3U'BDIV. 8e LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL.
4EGB
"GALEN"
aGARAGE SSTrMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLON
0
fI)ATE: 05/26/18
SCATM: 1/4"=1'— O"
V Y Al
;' THICK 3 COAT CEMENT
PLASTER (FR"I, I/Y 2 COAT
CEMENT PLA01M (CM)
WEI LAYER 02, PORTIFISER
BUILDING PAPER 0"A E aLY)
WRB LAYER M,
STUCCO WRAP 044" ONLY)
LAP LAYERS OF WLDM6 URN'
OVER NAILMG FLAWAIS, STOP
N: ,FRAME OR I
WRAP
SCIFEND Z
E
Sx6 WILL FLAWM �p
KICK -OUT FLASHM3 (eeE
DETAIL)
Notts NSTALL KICKOUT
FLASHNS AT 501TOM OF ROOF 4
WALL NTERSECTt"
D BUILDING WRAP
SH BE LAPPED A MINIMUM OF
6' • RTICAL LAPS (ROLL
ENDS) ' • HORIZONTAL LAPS.
ALL SEAM4 NEED TO BE TAPED
WITH FORTI R SHEATHING TAPE
II
1 MIN. \-MrTLATH
1 —r
LATH VERTICAL LAP t0 BE I'
1
METAL LATH
WM LAYER h, II
x>� STUCCO WRAP 1
6' MIN PAPER LAP BELOW ONLY /
BUILDING PAPEFORTIFIBER/
2 APER LAP
SCALE: IIn'=I'-O'
® KIC KO UT
DETAIL
R„
I' MIN LATI
LAP, 4' OVE
ALL LAP
VERTICAL LATH
& PAPER DETAIL
IF ZIP SHEATHING SYSTEM
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROG OF
SHEATHING -
SIDE LAPS CF METAL OR T/16' ZIP SHEATHING SYSTEM
PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.)
BE FRAMING�MEMBERS. D TO BUID
PAPLEER THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0..0495-IN. (1.21-MM) STUCCO —
WIRE AT INTERVALS NOT
MORE THAN 9' (22S-MM).
AS PER ASTM C1063
1A.1.
i' 1141M 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, "1 FIBER
BUILDING PAPER
WRB LAYER M,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHING
SYSTEM
SPECS(MISTALLED PER
M,�fNUF. .)
4' 6ELF-ADHERING MEMBRANE
FL ING (COMPATIBLE W/ HOUSE
L MATERIAL) OVER 4'
A VED HOUSE WRAP.
ND oNro PII�
I' OR LESS IPE—�
CUT AND OVERLAP ONE SIDE
SELF -ADHERING MEMBRANE
FLASHING
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS —
REGUIRED TO SECURE
PIPE/ WIRE TO FRAMING
SECTION
N
OTE -
MINI MIN. EATHING SYSTEM IS
LAP
ED, PLEASE SEE
AP . LATH CTURERS
AP. PAPER ATION PROCEDURES
;�7
PI 'E FENETf
A w I -t-
r M=r-'glle C;;r Teatea HORIZONTAL LATH
MAY 06 PATCHED ARS & PAPER DETAIL
WA40USE WRAP TAPE
PER MANUF. SPEC. OR
PEEL 4 STICK
1/16' ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF. SPECS.) OR
-WOOD SHEATHING OR CMU
-WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
'METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOF/WALL SCREED
5"X5" 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
(:5 "L" FLASHING
) N.T.S.
T I ON
6'x6' SELF-ADI-ER MEMBRANE
FLASHING (COMP BLE W/ HOUSE
WRAP MATERIAL OVER 4'x4'
SELF-ADHERIN39 MEMBRANE
FLASHING APPROVED
HOUSE
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
FLASHING
/LAYER
M,
P
•2, FORTIFIBER
BUILDING PAPER
METAL LATH
6'x6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
V CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INI ILTRATION BARRIER OVER
SHEATHING
ASTOMERIG COATNG OVER STUCCO/
FINISH (SEE TYP WALL SECTION)
PER SECTIO RLO3.7
Exterior lathing lasterin
Exterior use o ortland Cement plaster
shall comply wit he application
requirements of A Nia
6-12A.
Installation of exteg and framing
shall comoly with ASTM C 063-12A
TAIL CFRAt%l
DRAINAGE PLANE (WRB
LANrER #1, STUCCO WRAf=)
WR5 LATER 1*2 (FORTIF18ER — — — — — —
UILD INCH PAPER)
METAL LATH X X X X
STUCCO 4 1 a
WOOD SHEATHINCH
OR 1/16' ZIP SHEATHING SYSTEM
( INSTALLED PER MANUR SPECS.)
SELF-ADHESIVE FLASHING - -
NOTE:
METAL LATH- LATH TO 8E PER SECTION
R-103.1.1 / ASTI" 1 C-&4-'-09, MIN, 2B LSS.
PER SQ. 4rARD (UTILIT�r OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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LOT # 2
PROJECT#
04321.000 002R1
MODEL.
4EGB
"GALEN"
aGARAGE SSTrMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLON
0
fI)ATE: 05/26/18
SCATM: 1/4"=1'— O"
V Y Al
WIRE AT INTERVALS NOT
MORE THAN 9' (22S-MM).
AS PER ASTM C1063
1A.1.
i' 1141M 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, "1 FIBER
BUILDING PAPER
WRB LAYER M,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHING
SYSTEM
SPECS(MISTALLED PER
M,�fNUF. .)
4' 6ELF-ADHERING MEMBRANE
FL ING (COMPATIBLE W/ HOUSE
L MATERIAL) OVER 4'
A VED HOUSE WRAP.
ND oNro PII�
I' OR LESS IPE—�
CUT AND OVERLAP ONE SIDE
SELF -ADHERING MEMBRANE
FLASHING
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS —
REGUIRED TO SECURE
PIPE/ WIRE TO FRAMING
SECTION
N
OTE -
MINI MIN. EATHING SYSTEM IS
LAP
ED, PLEASE SEE
AP . LATH CTURERS
AP. PAPER ATION PROCEDURES
;�7
PI 'E FENETf
A w I -t-
r M=r-'glle C;;r Teatea HORIZONTAL LATH
MAY 06 PATCHED ARS & PAPER DETAIL
WA40USE WRAP TAPE
PER MANUF. SPEC. OR
PEEL 4 STICK
1/16' ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF. SPECS.) OR
-WOOD SHEATHING OR CMU
-WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
'METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOF/WALL SCREED
5"X5" 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
(:5 "L" FLASHING
) N.T.S.
T I ON
6'x6' SELF-ADI-ER MEMBRANE
FLASHING (COMP BLE W/ HOUSE
WRAP MATERIAL OVER 4'x4'
SELF-ADHERIN39 MEMBRANE
FLASHING APPROVED
HOUSE
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
FLASHING
/LAYER
M,
P
•2, FORTIFIBER
BUILDING PAPER
METAL LATH
6'x6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
V CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INI ILTRATION BARRIER OVER
SHEATHING
ASTOMERIG COATNG OVER STUCCO/
FINISH (SEE TYP WALL SECTION)
PER SECTIO RLO3.7
Exterior lathing lasterin
Exterior use o ortland Cement plaster
shall comply wit he application
requirements of A Nia
6-12A.
Installation of exteg and framing
shall comoly with ASTM C 063-12A
TAIL CFRAt%l
DRAINAGE PLANE (WRB
LANrER #1, STUCCO WRAf=)
WR5 LATER 1*2 (FORTIF18ER — — — — — —
UILD INCH PAPER)
METAL LATH X X X X
STUCCO 4 1 a
WOOD SHEATHINCH
OR 1/16' ZIP SHEATHING SYSTEM
( INSTALLED PER MANUR SPECS.)
SELF-ADHESIVE FLASHING - -
NOTE:
METAL LATH- LATH TO 8E PER SECTION
R-103.1.1 / ASTI" 1 C-&4-'-09, MIN, 2B LSS.
PER SQ. 4rARD (UTILIT�r OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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S3U'BDIV. 8e LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL.
4EGB
"GALEN"
aGARAGE SSTrMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLON
0
fI)ATE: 05/26/18
SCATM: 1/4"=1'— O"
V Y Al
0
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(A
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0Q) w
w 0
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S3U'BDIV. 8e LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL.
4EGB
"GALEN"
aGARAGE SSTrMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLON
0
fI)ATE: 05/26/18
SCATM: 1/4"=1'— O"
V Y Al
NOTE:
IF ZIP SHEATHING'S SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
i
I I
BAGGER ROD
i
i
WR5 LAYER "I,
STUCCO WRAP
DRYER VENT
s'
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDES) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I. EOM , 2. SIDES, 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z ESEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, & CAULKING a JOINT
ALL AROUND
PER SECTION R703.7
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.
WOODED VENT
' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
(FRAME)
WR5 LAYER "I,
STUCCO WRAP
WR5 LAYER 02, FC
BUILDING PAPER
NG OgAD
BANG
TO
6' WIDE STRIP SELF
A mESIVE FLAswINCs, CLEAN
MASONRY BEFOpW APPLYING
STONE E A
OVER SC RA COAT
W/STONE VENEER
( FRAME TO BLOCK)
LEGEND
DRAINAGE PLANE (WR5
LATER 01, STUCCO WRAP)
WR5 LAYER *2 (FORTIFI5ER - - - - -
5UILDING PAPER)
METAL LATH x—x—x—x
STUCCO —�-�
WOOD SHEATHING
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-841-09, MIN. 2.5 L58.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
BUILDING PAPER
OVER 'QUICK
FLASH'
R VENT
PIPE THROUGH —
WALL
I
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
STUCCO
4 SIDES
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
,ANT m
4 SIDES
/ NOTE:
IF ZIP SHEATHINGS SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
&AVENT PENETRATION
SCALE: N.T.S.
ELEC. METEI
VERIFY LO
s-it�G,d I v 1�CC.CI V>=
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
-ELEC. METER FIELD
VERIFY LOCATION
WOOD CONSTRUCTIO
1/16' TIP SHEATHING SYS M 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF PECS.) OR INSTALLED PER MANUF. S.) OR
WOOD SH ;ATNI WOOD SHEATHING
^° WRB LAYER "I,
WR5 L R M STUCCO WRAP
STUG W Y 02, FORTIFIBER
DI APER
6 T LATH
ER "2, FORtIFIBER �
G PAPER CONS TION I •swoop
FASTEN TO WOOF STRUCTURAL
MEMBER 0 T O.C. MAX
THICK, 3 COAT CEMENT 8' CMU
PLASTER Nr' t0)5' MID -WALL
ttIEEP SGE ff
" TO Y8' MID -WALL
WE SG D
6' WIDE STRIP SELF
HESIVE FLASHING, CLEAN
M RY BEFORE APPLYING
ro' SELF- DHESIVE
FLASHINCxTExru
FINISH • RY
WOOD FRAM
WALL HORIZONTAL WEEP S EED
(FRAME TO BLOCK)
cruL-1
M.0 I C:
IF ZIP SHEATHING SYSTEM 15 INSTALLED,
PLEASE SEE MANUFACTURERS
INSTALLATION PROCEDURES
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
15OCYANOTE-POLY15LENDFOAM
i 1i A n_rl 1r 11 7R SIMILAR)
APPLY A 51LICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
::O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WR5 LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH TWA
NO MEMBRANE
ENTER BOX,
APPLY TO FA(
EDGE
APPLY E-Z BEAD —
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
5T F '*I-
T E P #3
•o•o•o•o
0 •o•o.0 0
0; .,
•o o•
o. .o
.o o•
O• .0
.e o.
o• .o
•0 0•
o .e.o.o 0
.0.0.0.0
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER "I,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRBLAYER
01
a
STEP #2
WR5 LAYER 01,
STUCCO WRAP
APPLY 60 MIN SELF -ADHERING
GRADE 'D' FELT MEMBRANE FLASHING
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
STEP #4
ELASTOMERIC
COATING OVER
STUCCO/ C.Y. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #5 StEP
OELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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4
3tmDIV. 8a LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL•
4EGB
"GALEN"
GARAGE S9'iIiMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHITECT:
81ATE OF FLORDA
NT
D T 05/26/18
SCALE: 1/4"=1'— 0"
SHEET
WOOD SHEATHING:
WOOD
CONSTRUCTION
3/4 HAT CHANNI
Wfts TYPE 'X'
WRB LAYER w,
STUCCO WRAP
WRB LAYER 02, FORTIF ER
BUILDING PAPER
THICK 3 COAT NT
PLASTER
6' SAP. i TOP WEEP SCREED
TO SH rNING EHND WEEP SCREED
WOOD SHEATHING I �`
WRB LAYER w,
STUCCO WRAP ,
' THICK 3 COAT CEMENT
i
PLASTER _ r .� 6' SELF-ADHEREING
A� - -1S I r A i r` FLASHING WRAPPED
TOP OF WEEP SCREED
TO SHEATHING BELOW
WRB LAYER w,
x \ STUCCO WRAP
WRB LAYER s2, FORTIFIB
m BUILDING PAPER
----- ---- - ----
i
i
i
.'' 6' SELF-ADHEREING
,% FLASHING WRAPPED
WR5 LAYER
CO WRAPM, �v , • CORsER OF CANTILEVER
STU4" IN
AMICO AM66-WRUC-1W ��� 1 21
CUSTOM CASING BEAD
NO GAP IN PI
(SHOWN FOR/CLARIFICATION OF NOTE:
SEPAiRAr ACCESSORIES ONLY) IF ZIP SHEATHI SYSTEM 15
AS ING BEAD INSTALLED, PLEA SEE
rr) A DTL. C9) CANT. MANUFACTURERS
INSTALLATION PROC URES
SCALE: 11/2' m V-(a'
NOTE:
METAL LATH; LATH TO 5E PER SECTION
R103.1.1 / ASTM C-641-09, MIN, IN, 2.5 L85.
PER SQ. YARD (UTILITY OR NOMINAL
INAL
LATH DOES NOT Mr=F-T 5PEC11=1CATION5)
TE: WOOD CONSTRUCTION
IF SHEAT ING SY IS
INSTA D, EASE
MANLF RS WEATHER RESISTI
NSTALLATI PROGE RES BARRIER Of
3/4 RESILIENT � w �ER STIVE
HAT CHANNEL
mANur-Ab
MANUFA
INSTALLA
5/8' TYPE 'X' DRYWA06
W/TEXTURED 4 PAINTED
FINISH
J' THICK 3 GO
PLASTER
iqDRIP EDGE
INSTALLATION
5/8' TYPE 'X'
W/TEXTURED 4
FINISH
J' THICK 3 CO.
PLASTER
;rTHICK, 3 COAT CEMENT
PLASTER
METAL LATH
II J IPAHAAT 41eYstsM T'm
(2) x Ae ER l2) Zx I�+EAD
(SHOD FOR
SEPARATE �
N OF
ONLY)
IS WOOD CONSTRUCITON
:5 ` WEATHER RESISTIVE/
BARRIER w
'THICK 3 COAT CEMENT
PLASTER
�MEETTApL gLAATW ���
dR[ ? ' ZfP'SHE,4THIhTCa SYMM
�I�ed�E" arm. once.)
(SHOWN FOR
SEPARATE <
OF
4LY)
EXT. &)00 FRAMED
\ WALL
PRE-ENG'D
WEATHER RESISTI
BARRIER
WEATHER RESISTIVE
BARRIER "2
' THICK, 3 COAT CEMEN'
PLASTER
METAL LATH
WOOD SHEATHING
so
�•1�- -.ICR71
w
EXTERIOR GRADE
DRY WALL
i" THICK, 3 COAT C
VINYL CASING BEAD
JL CANTILEVER DR
EDGE-
LEGEND -
DRAINAGE PLANE (WRB
LAYER 1*1, STUCCO WRAP)
WRB LAYER 02 (FORTH=15ER-
BUILDING PAPER)
t' IETAL LATI4 x x x x
STUCCO I.
WOOD 5NEATNING
OR 1/16' ZIP SHEATHING SYSTEM
( INSTALLED PER MAN IF. SPECS.)
5ELF-AD1'4E51VE FLA!541NG -
FINISH LAYER (2 LAYER 3' X 3' 26 GA. G
EL 4 STICK) METAL DRIP E
SET IN FULL OF
6' EL 4 SEALANT, V
STI 'DRIP SPACE F DRIP
E O FACE TOT X
DECK
' Ys' c4P FOR BACKER
I NXI -a' P.T. SIMULATED MIN
4 SEALANT
WOOD (TREX) LEKA A
CONTINUOUS
WATER PROOFING I WEATHER RESISTIVE
LAYER (2 LAYER L 4 BARRIER w
STICK) WRAPPED F WEATHER RESISTIVE
BALCONY DECK TO BARRIER 12
CANTILEVER A~ J
6' PEEL 4 STICK • DECK MEMBRANE,
DRIP EDGE TO DECK EMEND OVER DRIP
SUB FLOOR EDGE
®® 3' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
I"XI V P.T. OR I AT SEALANT, Y' MIN.
WOOD (TREX) FI E SPACE FROM DRIP
CONTINUOUS FACE TO TREX
Ya' GAP FO IN CASING BEAD
ROD 4 SEAL W TER PROOFING lat
FINISH LAYER AYER LA R (2 LAYER PEEL 4
PEEL 4 STICK) STIG WRAPPED FROM
3/4 RESILIEN SALC Y DECK TO
HAT CHAN CANTIL R
VIN I A J' THICK, COAT CEMENT
PLASTER
METAL LAT
5/8, TYPE ' . DRYWALL WOOD SWEAT
W/tEXTU 4 PAINTED WEATHER RESIS VE
FINISH BARRIER w
WEATHER RESIST[
' THI 3 COAT CEMENT BARRIER 02
PLAS R 4' POSITIVE DRAIN
INY C WEEP SCREED
CASINGNO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11A EDGE INSTALLATION
2x FRAMING MEMBIFR
J' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATI,C�
a 'VO.C. MAX. ,/
COLUMN SHEATHING
WEATHER RESISTIVE
7:
BARRIER Of
WEATHER RESISTIVE
BARRIER •2
I
6' SAP.
`Q1V
PEEL 4 STICK
I X2'x3' 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
I K' X 3' 26 GA. GALV.
METAL DRIP EDGE
Ya' GAP FOR BACKER
SET IN FULL BED OF
ROD 4 SEALANT
SEAL h" l
PAGE F' I
FACE TO t
VINYL CASING BEAD
�Ist
WATER PROOFING
LAYER (Z LAYER PEEL
4 STICK) A-AMPM
ciao
PEEL
4 ICK
SUB FL
WOOD SHEATHING
WRB YER MI, —
STUCC WRAP
I " 176apt SIMULo
(T X) FILLER
S
Ya' FOR SEALANT
OPT ACKER ROD. —
M [PIED w
/4 RESILIENT
HAT CHANNEL
WEATHER RESISTIVE
BARRIER w
WEATHER RESISTIVE
BARRIER 02
EXTERIOR COLUMN
COLUMN SHEATHING
11 6'x3' 'L' FLASHING
'FULLY EMBEDDED IN
ROOF CEMENT
1 ,�' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, V MIN.
SPACE FROM DRIP
'FACE TO TREX
ANYL CASING BEAD
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
ANTILEVER
ICK, 3 COAT CEMENT
PL TER
/8' TYPE 'X' DRYWALL
\ `METAL ATH
W/7EXTURED 4 PAINTED
WOOD S ATHING
FINISH
J' THICK, 3 COAT CEMENT 4' SIT[ rlN
PLASTER
R
O GAP IN FIELD
VINYL CORNER
BEAD [SHOWN FOR GLARIFI tION OF
VINYL CASING
BEAD SEPARATE AGCESSOR S ONLY
BALCONY DRIP
11C EDGE
INSTALLATION ® COLUMN
(W/" L" FLASHING I
SCALE- NTS
NOTE:
IF ZIP SHEATHING SYSTEM I
INSTALLED, PLEASE SEE
i
MANUFACTURERS
k�
INSTALLATION PROCE RES
WOOD SHEATHIN
WRB LAYER FORTIF15ER
BUILDING PA R\
METAL LATH
' THICK, 3 COAT CEM T
PLASTER
6'SELF-ADHERING
FLASHING ,
WINDOW FLANGE
14 ORNER BEAD C AME
2
CORNER BEAD
(FASTENER 4 SPACING: G 'V O.
N
N
a ,
A. I JJ r
CMU
V THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
05) BLOCK
i
WRB LAYER
STUCCO W AP
WRB L ER 02, F-ORTIFIBER
BUILD G PAPER
E AL LATH
THICK, 3 COAT CEMENT
PLASTER
l'14Y)
WRB'LANE
STUGC yJRQP '
W FORTIP15ER
BUIL APER—
META LATH
G � '
HICK, 3 COAT CEMENT ;
ASTER
b'SELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
1 CASING BEAD CP WINDOW
(FRAME. NO BAND)
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774 6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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W
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ca
ca
p
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SUBI)r . de LOT:
CREEKSIDE
LOT # 2
PROJECT*
04321.000 002R1
MODEL•
4EGB
"GALEN"
GARAGE 8 Wn4G:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATE' 05/26/18
SCALE: 1/4"=1'-0"
SHEET
W A3
UJOOIOI SHEATHING
WRB LAY
STUCCO W
WRB LAYER 02, TIF15ER
BUILDING PAPER
METAL LATH �\ t
' THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING
FLASHING
VINYL ANGLD
CASING BEAD
DRIP CAP
WINDOW FLANGE
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD SHEATH
WRB LAYER,
STUCCO W P
/AL
R *'2, FORTIFIBER
APER
H
COAT CEMENT
PLASTER
j1
i,
DRIP CAP
WINDOW FLANGE
CASING BEAD (9) WINDOW
15 C (FRAME, W/BAND)
SHEATHING
METAL L
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFI
BUILDING PAPER
" THICK, 3 COAT CEMENT
PLASTER
VINYL ANGLED
CASINGS BEAD
VINYL CASING BEAD
CURB LAYER "2, FC
BUILDING PAPER
METAL LATH —
THICK, 3 COAT
PLASTER
b'SELF-ADHERI
FLASHING —
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
(EXPLODE
VIEW FOR
CLARITY)
4' GAP TYP
CASINCm BEAD
TO TRIM
IXITRI MBER
m STUCCO
SIDING TRAN ION
SIDING
F :4
WRB LAYER "I,
STUCCO WRAP ^
J' TZA
Nt
PL
ME
BER
I
OWOOD SHEATHING
WRS LAYER "I,
STUCCO WRAP
6 SEL DHEREING
FLASHING PEEL d STICK
SIDING TO S T U CI&O
CASING BEAD
(CROSS SECTION)
STR=TI0N
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER h
THER RESISTIVE _
® IER n
W76' " LAP SIDING
6' SELF -AD ING —
FLASHING
STARTER 81MP
GALV'D METAL
'Z' FLASHING
14' X STRIIM MMEM ER
SIDING TO STUCCO
® BLOCK TO FRAME
TRANSITION
kw-.Pg�,
6' SELF -ADHERING
FLASHING
WEATHER RE818TIVE
BARRIER "I
WEATHER RESISTIVE
BARRIER "2
�i;iaSIiIN�RING
GALV'D METAL
W FLASHING
DO NOT GAULK OR
sFel r�NIn�G
X 6' SIMULATED
TRIM MEMBER
L GAP W/CAULKING
APPROVED SEALANT
SEALANT
WINDOW
2X FRAMING
MEMBER
SEALANT
WINDOW FRAME
' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
114 a
,q
.a a
/ E-Z BEAD VINYL CA
r (W/3/s" FLEXIBLE PVC
1\ el tiJ I
' INDOW FLANGE —
I
I
i
NOTE:
ZX METAL LATH: LATH TO BE PER SECTION I 2x FRAMING —
R103.1.1 / ASTM C-84-T-OS, MIN. 2.5 LBS. MEMBER
ATi41NG PER SQ. YARD (UTILITY OR NOMINAL \
LATH DOES NOT MEET SPECIFICATIONS)
.� BUILDING —
WRAP
`w��� _..--------------------
IWs
c' I� LrQE� #�, Bey
IWs
CoNBTRl.7CTION��
5TUCCO WRAF= WEATHER WOOD rHSTIVE
BARRIER M
WEATI-ER WGISTI
Ip ^ p p }� pBj�A,RRIER "2
WR5 }'�L, f�� *I� E fR , �O I�� I I LJ I� W%6 S ALP 5IDING
5,I I L D I I� G PA FE R FLA6HIHERING
METAL L,AT�4 STARTERSTRIP ---------/
OR
" THICK, 3 C0AT CEMENT I �
�LA6TEfR GALV'D METAL
'z' FLASHING
• I t
/ CASING BEAD OP RAISED
BAND (FRAME)
SCALE: 1 1/2"=1'-0v
I-ERRESISTIVE
6' �. ABOVEo TO
APP
1 i OF W FLASHING
I WEATTHERR RESISTIVE
WEATHER RESISTIVE
/ BAWER 02
i GALV'D METAL
I 'z' FLASHING
-• I� Ye��4E�yllyCi
WEATHER RESISTIVE
BARRIER "I TO LAP
TOP
II 6W A TRIM hIEMBER S, 21 FL�W.3
E-Z BEAD VINYL GA8Iha I Y' X 6' SIMULATED
(W/%, FLEXIBLE PVC / WOOD TRIM MEMBER
BACKER ROD) \ /
6' SELF -ADHERING I I I
FLASHI�NKG, \\,
THNt PLATER \
WEATHER RESISTIVE
BARRIER M
UtATHER RESIST
BARRIER n
SIDING TO STUCCO
0 FRAME TO FRAME
TRANSITION
SEAL AP AULKING
OR A D SEALANT
(W/�1(i' FLEXIBLE I°1`C
BACKER ROD)
WEATHER RESISTIVE
BARRIER 02
WRB LAYDR 02, FORTIFIBER
5UILDIN0 PAPER
WRB LAYER "I, CCO WRAP,
WRAPPED A D FRAMING
MEMBER
(o L A I-IESIVE FLASHING
EATHING
ROD)
TkR�ELOW EXPLODED
� WOR CLARITY
TYP THICK, 3 COAT CEMENT
V
PLASTER
DOW METAL LATH
WRB LAYER 1*2, FORTIFIBER
UILDING PAPER
W D SHEATHING
WRB LAYER "'I;
STUCCO WRAP
h' WIDE PEEL t STIC
OVER FLANGE
E-Z BEAD VINYL CASING
(W/3/s' FLEXIBLE PVC BAC
•APPLY FULL BED OF SEALANT B
FLANGE t BUILDING WRAP
ROD)
EZ BEAD WINDOW CASINGI
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING
OR 9/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING - -
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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4
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StiBDIY. 7DE
CREEKLOT
PROJECT#
04321.000 002R1
MODElc
4EGB
"GALEN"
GARAGE ST#MG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
L60 MPH EXP. i
ARC HRECT:
STATE OF FLORIDA
D TM 05/26/18
SCALE: 1/4"=1'-0"
SHEET
OUT HOUWWRAP
AT 4S• ANGLE
MODIFIED 11' OUT
IN HOUSEWRAP
LBSE OF WINDOW -
OPENING
.APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP 1
INSTALL 6'
SELF -ADHERING
FLASHING OVER
NAILING FLANGE AT
JAMBS
EXTEND FLASHING MIN
1' BELOW SILL
FLEXIBLE FLASHING
DO NOT SEAL BOTTOM
FIN
STEP 6
NOTE:
IF ZIP 5HEATHING 5%r5T �'I 15 IN5TALL D,
f=L A5 5 �ANUFAGTUFREIRS IN5T LLATIOi l
FOG1�5
APPLT
MEMBRMIE
FLASHING
OVER JOINT
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
V
W
O
U
W
4
F
SUBDIV. LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEIA
4EGB
"GALEN"
GARAGE SAYING:
RIGHT
PAGE:
[60
ALL ASSES
MPH EP
ARCHrrECT.-
STATE OF FLOFIDA
E
D TE 05/26/18
SCALE: 1/4"=11- 0"
SHEET
V a A5
2x(o SUB-BANb
W/I "x4" NOTCH 6
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
1/8" TEXTURED
FINISH 151 WOOD
1/2" TEXTURED
FINISH sv CMU
METAL FASCIA WRAP
V�
I�
I,
2x6 su5
METAL FASCIA
WRAP Yam FROM
STUCCO, I' FROM
WOOD WALL 1
�1
EXTERIOR WALL
(FRAME OR CMU)
NOTE: NOTCH FOR 2Xio
SUB BAND ONLY
N,
rA-')ELEVATION
m�
ROOF KICK OUT REMOVED
FOR CLARITY
TROOF DECK (BEYOND)
DRIP EDGE, I" OFF WALL
=z -r VNOT INTO STUCCO)
'1/8' TEXTURED FINISH Q
WOOD, 1/2" TEXTURED
FINISH a CMU
2x& SUS -BAND W/I"x4" NOTCH e
END, WRAPPED IN PEEL E STICK
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB SAND 2"
OFF WOOD WALL
1/8' TEXTURED
FINISH a WOOD,
1/2' TEXTURED
FINISH s CMU
METAL LATH
INGS
WRB LAYER 01,
STUCCO WRAP (FRAME ONLY)
WRB LAYER 02, FORTIFIBER
BUILDINGS PAPER
(FRAME ONLY)
ROOFINGS CEMENT
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROCEDURES
PRE-ENGID TRUSS TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4"x41 - /J511
SCABBED TO TRUSS
W/12d NAILS roll-8'
O.C. MAX.
2x SUB -BAND W/lY"x4"
NOTCH a END
H N,,--METAL FASCIA WRAP
M Nov P_ — p
-.� `—EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL® WALL
SUB BAND DETAIL Cal WALL
W-/KICK- OUT
OR CMU
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SU13-BAND
W/IYx4" NOTCH 0
END, WRAPPED IN
PEEL E STICK
*ROOF CEMENT m
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY. FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN, 4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
WIV2'x4" NOTCH m
END, WRAPPED IN
PEEL E STICK
*ROOF CEMENT m
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
V
rag
y.
0
w
4
F
S'UBDIV. as LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MoaEx
4EGB
"GALEN"
GARAGE S1�VMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
n TE 05/26/18
SCALE: 1/4"=11- 0"
9
IN
I
t
in
fcT:i6:iY
12'-4"
v 10'-0"
16'-4"
4" T-4" '-4°
I
F-24X24
F-24X24
I
TE-2
3'-6"
35'-2"
4" CONC.
w T SLAB
I� a � �I
0. -0"
0 a
TOP OF
SLAB
4\
FM-16x18 EXTEND
SLAB 1 1/2"
9,-0"
1'-4"
11'-8"
6'-8"
\
4" PVC
��
CHASE
o0
`
� PLACE ELEC.
x
(
CONDUIT FOR
KITCHEN ISLAND
2
9,_4„
1„
27, 1„
a191_01,
191_81,
o
��� \ UP TO 2ND FLOOR
(FIELD VERIFY
4
co
EXACT LOCATION) F-24X48
_}__i
21
u-
TE-2
F-24X24
v
5 1/2"
N
I
I
EXTEND
I
3'-0"
19
I I SLAB 1 1/2"
w
O
5
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1.1
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LFM=16x18
1'1
EXTEND 1.1
SLAB 1 1/2" F-24X24
— —
F-24X24
r;
X 9'-4"
N
4'-0" �' 3'-4" 8„
•L---------------------
FM-12X18 I� co
io
4
�
1.1
FM-16x18
fV
T,
2'-0"
8'-8"
2'-0" 4'-8" 2'-8"
16-0"
2'-8"
17'-4"
21'-4"
38'-8"
..l
FOUNDATION PLAN
SCALE: 1/4 = 1'-0"
FOUNDATION NOTES
SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE +4-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.DINDICATED #5 BAR, OINDICATES #6 BAR,ONDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm =
1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN
RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED
3'-0" O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 6th EDITION
SLAB SCHEDULE
SLAB
THICKNESS
REINF.
REMARKS
6x6 W1.4xW1.4 OVER
GENERAL
3 112"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF,
T.O.F.
SHORT
LONG
FM-16x18
16"
CONTINUOUS
18"
-
(2)#5's
(+)0'-0"
FMC-16x18
16"
CONTINUOUS
18"
-
(2) #5's
#5 IN CURB
VARIES
CWC-12X12
12"
CONTINUOUS
12"
-
(2) #5's
#5 IN CURB
VARIES
TE-1
8"
SEE PLAN
8"
-
(1) #5's
#5 IN CURB
(-)0"-4"
TE-2
12"
SEE PLAN
8"
(2) #5's
(+)0"-0"
F-12x18
12"
CONTINUOUS
18"
(2) #5's
#5 IN CURB
VARIES
F-24x48
24"
48"
12"
(2) #5's
(4) #5's
(+)0'-0"
FM-12X12
12"
CONTINUOUS
12"
(2)#5's
(+)0'-0"
F-24x24
24"
24"
12"
(2) #5's
(2) #5's
(+)0'-0"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
04
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W
A
F
Ij
SUDDIV. & LOT:
CREEKSIDE
LOT # 2
PR�jE OJEGT
04321.000 002R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
FOUNDATION
PLAN
60 MPH EXP.
ARCHrrECT-
STATE OF FLORIDA
DATE: 05/!61 18
SCALE: 1/4"=1'- 0"
SHEET
S l
STEEL REINFORCING IN 30"
GROUTED MIN. EACH WAY
CELL SEE PLAN FOR
SIZE AND — MONOLITHIC FOOTING
SPACING
REQUIREMENTS n o °
n
Z FTSTEEL REINFORCING IN GROUTED n 90 "
r CELL SEE PLAN FOR SIZE AND n GARAGE DOOR
g d~ SPACING REQUIREMENTS n ° o_ 9
<t SEE SLAB SCHEDULE FOR FOR w U rn 8" CMU WALL �v - p - RECESS
`r -� SEE SLAB SCHEDULE FOR FOR o ° r FM
o w SLAB REINFORCEMENT m a w
Ir U oa n SLAB REINFORCEMENT I U m
Q J REQUIREMENTS ¢ o CORNER BARS, SAME SIZE AS BAR w &
LU
m tL > REQUIREMENTS IN FOUNDATION WITH 30" LEG EACH w =
v to 8" CMU WALL a
v WAY AT ALL CHANGES IN DIRECTIONS
+-0'-0" +- U-0, SO THAT THE STEEL REINF. IS CONTINUOUS
1-1/2" a d TOP OFSLAB TOP OF SLAB n ,I I p nl MATCH AMOUNT OF CONTINUOUS BARS
TOP OF RECESS CURB FOR
tl (1) #5 BAR IN TOP ° 2 N MASONRY
d OF CONC. CURB -VARIES ° I I CONTINUOUS STEEL MONOLITHIC UNITS SET
MOMENT tl ° SEE SLAB SCHEDULE 1
TRANSFER a
REINFORCING SEE a Iv 4
PLAN FOR SIZE, °
LENGTH QUANTITY • • SEE SCHEDULE
AND SPACING (MAY z FOR WxD, BAR SIZE
NOT BE REQUIRED AND BAR QUANTITY
BASED ON N
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
SEE SLAB SCHEDULE TOP OF GARAGE
" FOOTING REINFORCEMENT SEE SCHEDULE
-p.. AT ELEV:
a o d a
0'-011
�a d
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
• a • SEE SCHEDULE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
Z
FOR WXD, BAR SIZE
NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO
AND BAR QUANTITY
IV
ANALYSIS) MONOLITHIC FOUNDATION RECESS AROUND GARAGE
EXTERIOR MONO -FOOTING XT
ERIOR MONO -FOOTING CORNER BARS DETAIL DOOR OPENING
1 SCALE:3/4"=1'-0" 2 GARAGE SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" SCALE 3/4"=1'-0"
LAP TOP PLATE A MIN. OF 48" — LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT
LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP WALL W/ SYP No 2 STUDS SEE
O U No 2 STUDS SEE PLANS FOR PLANS FOR SPACING. SINGLE
NEW REINF. BAR SECURE BT. PLATE TO SLAB W/
> -i SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT.
O d SECURED W/ 2- PART W x0" WEDGE ANCHOR W/ 2"
TO BE PT. PROVIDE DBL. TOP PROVIDE DBL. TOP PLATE —SECURE BT. PLATE TO
� � I EPDXY. MIN. I=MBED WASHER SET IN HIGH STRENGTH
a a PLATE SLAB W/10d MASONRY
8", UNO EPDXY 5-1/2" EMBED. MIN. @ 16" OC NAIL 16" O/C STAGGERED.
Q _j FOLLOW ALL MANF. USP SPTH4 OR SPTH6 BTM MAX
= Q SPECIFICATIONS FOR AND TOP PLATE ANCHORS W/
O I USE AND 10d x 1 1/2" COMMON NAILS
_ PREPARATION OF FILL ALL HOLES, DO NOT USE
3 1/2" DIAMETER CONC. H Q 4' �
FILLED STEEL PIPE co
z m HOLE. 10d x 3" w LU
w v [SEE SLAB SCHEDULE SEE SLAB SCHEDULE
d 6x6 METAL PLATE —� a
BASE W/ 1/2"x6" O O} +-0'-0" ¢ +-
0'-0"
ANCHOR BOLTS dQ� TOP OF SLAB ; d TOP OF SLAB
OD
tl
4 ° • d 10, d
EQ. EQ. SEE SCHEDULE tl EQ. EQ. SEE SCHEDULE
FOR WxD, BAR SIZE FOR WxD, BAR SIZE
ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY
MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL
BOLLARD 6 SCALE 3/4"=1'-0" � SCALE 3/4"=1'-0" $ SCALE 3/4"=1'-0"
5 SCALE:3/4"=,'-0" (W/ UPLIFT)
(NO UPLIFT)
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON VERIFY HEIGHT STEEL REINFORCING IN GROUTED
NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND
LAP TO OCCUR OVER STUD SPACING REQUIREMENTS
2x4 OR 2x6 WOOD BEARING PROM DIE BLOCKING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE p EL
BTM. PLATE TO BE PT. SECURE- BT. PLATE TO F
PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ w
16" O/C STAGGERED. Co O
R J
�a
p 8" CMU WALL
0
o') pull+- 0'-0" POURED LINTEL CONT. (TYP.)
G TOP OF SLAB 8" CMU FILLED CELL (TYP.)
SEE SLAB SCHEDULE a °a d `O{
2X WALL FRAMING
SEE SLAB SCHEDULE ++ ••
+_ 0,_0 Z
TOP OF SLAB a ` "ISOLATED" COLUMN PAD ` MINIMUM EMBEDMENT INTO
CENTERED UNDER WALL AND GROUTED CELL, 4" FROM ENDS AND
�— _ a
d L POURED MONOLITHICALLY WITH 16" O.C. VERTICALLY MAX
—• FOUNDATION AND SLAB
tl SEE SCHEDULE • SEE SCHEDULE
• a s
FOR WAD, BAR SIZE FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
(DINTIEERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRBRIGWALL TO
FOOTING AND COL. PAD
SCALE:3/4"=1'-0" (NO UPLIFT) 10 SCALE:3/4"=1'-0" BLOCK WALL CONNECTION
SCALE: 3/4"=1'-0"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
,1111111_
sVHDiv: ee LOT:
CREEKSIDE
LOT # 2
PROJECT*
04321.000 002R1
MODEIx
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
J
D TE 05/26/18
SCAIM: 1/4"=1'— 0"
S=ET
S1.IA
O O
0
24'-10"
18'-0.1
13'-0"
6'-4"
0 0
16,_8"
II. 26'-0"
op 29'-4"
ol
33'-0"
? 0
o
N
O 0
CO
N
Q® ® o
0
0
M
M
O
60
N
0
N
13'-0"
C
o a
a °
3,_0" iv
9'-8„
a_
0 0 0 0
12'-4"
19'-0"
FIRST FLOOR DOWEL PLAN
SCALE: 1/4 = 1'-0"
�j
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
Fes.
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SVHDIV. & LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL:
4EGB
"GALEN"
GARAGE SWn*TG:
RIGHT
PAGE:
FIRST FLOOR
DOWEL
PLAN
60 MPH EXP.
DATE= 05/26/18
SCALE: 1/4"=1'-0"
!SHEET
S1,2
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
VARIES PER ELEV.
TIE VERTICAL REBAR
dO
—�— °
9
HORIZO
TNTAL
REBAR W/ 10" HOOK
°
a° a e e ° d
Q
GROUTED BOND BEAM
i14
VARIES PER ELEV.
°
Z �
r
°
I
I �
i
I
3
a
ki
lao
Q I° ¢ ------ Q
d p
° Ir #5 BARS
° Q
°
o co ° co°
° (Y 10 [0 R
a0
ry
II ° 10" HOOT
° M.qz 1 M
A
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•
40
d
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FOR INSPECTION ° ° [o
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TIE ERTIOAL REBAR
6 a d TO HORIZONTAL ° 0 ° o
° d a REBAR W/ 10" HOOK - r
z XLU
� O
no
n
ONS
IMEN
° FOPCMU UNIT ARE NOMINDAL SIZES
OFFSET METHOD CONTINUOUS
METHOD
HORIZONTALNERTICAL HORIZONTALNERTICAL
REINFORCING 2 REINFORCING
ro
OMASONRY SYMBOLS
3 SCALE:3/4"=1'-0"
SCALE: 3/4"=1'-0" SCALE: 3!4 =1 -D
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDiV. de LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL:
4EGB
"GALEN"
GARAGE STaNG:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHITECT. -
STATE OF FLORIDA
01
05/26/18
' SCALE: 1/4"=1'-0"'
SHEET
Slo 2A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS.
SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O,C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE &
DESCRIPTION
REMARK
O(2)2x6
O(2)2x8
BEAM SCHEDULE
RRZaM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB
ABBREVIATIONS
E.E. = EACH END,
O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
Pc
(psi)
SIZE
W'xH'
REINFORCEMENT
STIRRUPS
REMARKS
BTM
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8
—
(1) #5
—
N/A
N/A
GROUTED SOLID
BB2
MASONRY
3000
8x16
—
(1) #5
(1) #5
N/A
N/A
GROUTED SOLID
"CAST-CRETE" SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U=LINTELS
SAFE LATERAL
8" PRECAST & PRESTRESSED
LOADS
FOR
U-LINTELS
SAFE UPLIFT LOADS
FOR 8"
PRECAST
&
PRESTRESSED
U-LINTELS
Cws��nr
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
40mirw mm
SAFP
LOAD
LF
/►
�1
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
8U8
8F8-0B
BF72-OB
BF16-0B
BF20-OB
8F2408
BF28-CB
BF32-OB
LENGTH TYPE
8U8
8F8
RCMU
TYPE
LENGTH
BFB-iT
BF12-iT
BFi6-1T
8F20-iT
8F24-iT
BF28-1T
BF32-1T
SHAB
8F12-1B
MOAB
SF20-iB
8F24-1B
8F28-iB
6F32-iB
8F8-2T
SF12-2T
BF16-2T
8F20-2T
8F24-2T
BF28-2T
BF32-2T
3'-8" (42") PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3'-6" (42') PRECAST
1025
1024
1598
3'-6" (42") PRECAST
1569
2655
3524
4394
5263
6132
7001
3069
4605
6113
7547
8974
1D394
11809
1569
2655
3524
4394
5263
6132
7001
4'-0" (48") PRECAST
1988
2561
2751
3820
4890
5961
7034
8107
4'-0" (48') PRECAST
765
763
1309
4-4' (48") PRECAST
1363
2305
3060
3815
4570
5325
6079
2693
4805
6113
7547
8974
10394
11809
1363
2305
11060
3615
4570
5325
6079
4'-8" (54") PRECAST
15gg
1969
2110
2931
3753
4676
5400
6224
4'-6" 54' PRECAST
(
592
591
1073
4'-6" (54") PRECAST
1207
2040
707
3375
4043
4711
5379
2189
4375
6113
7547 0)
8672
10294
11809
1207
2040
1 2707
3375
4043
4711
5379
5'-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
5'-4" (64") PRECAST
411
411
745
5-4' (64") PRECAST
1016
171 $,p
2276 47
2838
3399
3961
4522
1663
3090
5365
7547(,)
7342(,$)
873309)
10127s;
1016
1715
2276
2838
3399
3961
4522
5'-10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
5'-10" ( 7C) PRECAST
340
339
616
5'-10" 70" PRECAST
(}
909
1567(,$)
2e08 t3,
2593 9
3107 0)
3620 (4)
4133 p,
1451
2622
4360
7168(4,)
6036(s
7181(e)
8328(m1
929
1567
2080
2593
3107
3620
4133
6'-6" (78") PRECAST
gOg
1238
2177
34W
3031
3707
4383
5061
6'-6" (78") PRECAST
507
721
490
6'-6' (78") PRECAST
835 a
1407(26)
188 ,
2329,a
2790os
3251,4)
3712(2
1236
2177
3469
5381
6360
1039437)
88251u
835
1407
1868
2329
2790
3251
3712
T-6" (90') PRECAST
743
1011
1729
1 2632
2205
2698
3191
3685
T6" (90') PRECAST
424
534
363
T-6" (90") PRECAST
72723
1065(2,)
162431
20252e
24262,
282726)
322624
1011
1729
2661
3898
5681
9467(44)
6472.,.,,
727
1224
1624
2025
2426
2827
3226
9'-4" (112') PRECAST
554
699
1160
1625
2564
3486
2818
3302
9-4" (112') PRECAST
326
512
230
9'-4" (112") PRECAST
70829
113634
147434
181534
215734
250034
752
1245
1843
2564
3486
4705p7)
6390 (a>7
662
1318
1643
1969
2294
2619
10'-6" (126') PRECAST
475
535
690
1247
2093
2777
2163
2538
10'-6" (126") PRECAST
284
401
180
10'-6" (126") PRECAST
575 za
916 33
116833)
1461(33)
1736p3)
2011 p3)
643
1052
1533
2093
2781
3643(3 ,
47541451
N470
695
1180 p)
1472 (4)
1763
2055
2346
11'-4" (136') PRECAST
362
582
945
1366
1846
2423
3127
4006
11'-4" (136') PRECAST
260
452
154
1 V-4" (136") PRECAST
504p3
000 p2
1037m)
127432
1513(z;
1753(3r
see
945
368
646
2423
3127
4006
607
1042(,n)
1372„)
1643 (a
1915 O
2187 ,)
(144') PRECAST
337
540
873
1254
1684
2193
2805
3552
12'-0" (144') PRECAST
244
402
137
12'-0" (144"} PRECAST
45823
724 pN)
938(
1153(z
1369p2)
15850212'-0"
540
873
1254
16B4
2193
2605
3552
550
D40(10
130215
1560(13)
1818,11)
1 2075,0
13-4" (160") PRECAST
296
471
755
1075
1428
1838
1 2316
2883
13-4" (160') PRECAST
217
324
110
13'4" (160") PRECAST
418 )s
38fi Rz
607 twil
785 0
964 0
11433a
132331
471
755
1075
1428
1838
2316
2883
428
1 460
780 (9)
1159(2,
1418(m)
165�19)
1887(17)
14'-0" (168") PRECAST
279
424
706
1002
1326
697
2127
2630
14'-0" (168') PRECAST
205
293
100
14'-0" (168") PRECAST
384 (15)
3582v
660 29
724 30
889 p0
1054p0)
1220p0
442
706
1002
1326
1697
2127
2630
410
1 425
717 (0
1063 al
135823
158222
1807 21
14'-8" (176') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
14'-8" (176') PRESTRESSED
N.R.
284
91
14'-8" (176") PRESTRESSED
239
334 (21)
520 29
672 (
825 2,)
976 (29)
1131 30
458
783
1370
1902
2245
2517
2712
246
395
663
980 (2o)
13032e
151825
1734 24
16 4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
15 4" (184,) PRESTRESSED
N.R.
259
83
16 4" (184") PRESTRESSED
224
313 p
486 (2e
627 2,)
769 29
911 (29)
1054(2
412
710
1250
1733
2058
2320
2513
230
368
018
908 (20)
124023
1460(27)
166826
17'-4" (208') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
17'-4" (208') PRESTRESSED
N.R.
194
64
1T-4" (208') PRESTRESSED
187
263 s
405 2s
521 n
638 ,,
758 27
873 27
300
546
950
1326
1609
1849
2047
192
306
506 (q
740 (19)
1005(27)
127131
1473p,
19'-4" (232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
19'-4" (232") PRESTRESSED
N.R.
148
52
19'-4" (232") PRESTRESSED
162
229 (17)
348
447 (,,)
547 25
647 2
747 (2,)235
420
750
1037
1282
1515
1716
166
263
429 )
623 (18)
841 26
105930
1227p0
21'-4" (256) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
21'-4" (258') PRESTRESSED
N.R.
125
42
21'-4" (256') PRESTRESSED
142
204 1s
307 23
393 23
460 p3
568 (24
655 24)
180
340
598
845
1174
1359
1468
142
232
373
537 n
721 2,
905 zs
1046 zs
27-0" (264') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
27-0" (264') PRESTRESSED
N.R.
116
40
27-0" (264") PRESTRESSED
137
197(s)
295 a
379
412
146 2
130 2
185
315
550
784
10a7
12$5
1399
137
223
358
513 ,,)
888 24)
8633
999 (2B)
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
24'-0" (288') PRESTRESSED
N.R.
91
33
24'-0" (288") PRESTRESSED
124
179 (14)
267 ,
342 (,)
416 21)
4922i
567 22
129
260
450
654
694
1092
1222
124
202
319 m
455 (,
606 (23)
757 (z
876 (27)
(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE
ADDED
PERCENT
REBAR.
(#) THE
REDUCTIONS
NUMBERS
IN
FOR GRADE
PARENTHESIS
40
ARE
FIELD ADDED
PERCENT
REBAR.
- ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPFCIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P.. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #: 16-0126.03
FIRST FLOOR LIFT BEAM PLAN
SCALE: 1/4 = V-0"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�111111
L�111111_
svHDIV. S&C LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL:
4EGB
"GALEN"
GARAGE STING:
RIGHT
PAGE:
FIRST FLOOR
LIFT BEAM PLAN
ID MPH EXP. C
ARCHRECT:
STATE OF FLORIDA
N/
rs N a
DATE: 05/26/18
SCAt.E: 1/4"=1'-0" 1
NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8"
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 00 1#5
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. W
PLACE3. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 7A/
PLACE STEEL HEIGHT.
OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" w
P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM r
AFL
01%4 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
1:
/ II OFT HLINT
EL.
FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
COURSE OF BOND BEAM O
g 1#5
#5 CORNER BAR W/30" LAP FOR EACH
6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
VERTICAL REBAR W/ 10" HOOK /� Z P��QF��� BEAM DBL.
(B) N BAR BOND P OF
EACH COURSE
• ��G 8x8 BOND BEAM TOP OF
• Q�� W/ (1) #5 BAR o BOND BE
M O
OURSE
30" TYPICAL ��� F FILLED W/ GROUT
U = UNFILLED GROUT SOLID FROTP
SSD NOMINAL LINTEL TO TOP OF BOND OF OPENING
WIDTH # OF #5'S, N E BOND BEAM
#5 BAR IN BOND BEAM BEAM CSEE NOTE 5
P Q 10 16-1 T/1 M/0 B 8x8 PRE -CAST CONCRETE
NOMINAL' LINTEL W/ (1) #5 BAR (1-2) MASONRY
HEIGHT # OF #5'S, TOP - LENGTH BAR WIDTH OF BE DESIGNATION
CORNER $ BOND BEAM COURSE OR
OPENING 2"
IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE
REINFORCING OF BOND BEAM THAT XFXX-1T/1M/OBINDICATES ADOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER
1 SCALE 3/4"=1'-0" AND XFXX -1 T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP ob
OF OPENING
PRECAST HEADER(MIN)
2x4 (MIN 2 X 3)1-3116
SINGLE BOND BEAM PCON OR DRIVE PIN (MIN
AT HIGHER ELEVATION S KSIZE.145MIN
WINDOW SIZE, MIN EMBEDMENT 1
SINGLE BOND BEAM 114") 8' FR EACH END AND
AT LOWER ELEVATION 18" O.C. MAX.
EMBEDMENT 1-1/4"
#5 BAR BENT 7 2x6 (MIN 2 X 3) 2-3/16 TAP
AS SHOWN PRE -CAST ° 3 1/4 OR DRIVE PIN (MIN SHANK
WINDOW z SIZE,145 MIN HEAD SIZE .300
SILL Z MIN EMBEDMENT 1 1/4") 8"
SLOPE FROM EACH END AND 18"
EMBEDMENT
1-1/4"
EEMBE
0 2x8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PIN (MIN
OPEN FACE SHELL SO SHANK SIZE.145 MIN HE
ALLOW BENT SIZE .300 MIN EMBE E T 1 2X4 SOLID BLOCKING
AS TO A
BAR TO LL PLACED IN 1/4") 8" FROM EA E SECURE TO SHEATHING W/
18"EMBEDMENT
O.C. MAX. MIN MIN. 2-12d PER BILK. EA. END
UPPER AND LOWER #5 MIN. REQUIRED IN
BOND BEAM EACH CELL HOOKED IN EMBEDMENT
7/16" OSB SHEATHING
TOP BOND BEAM W/
STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL
SILL CONSTRUCTION
CORNER BARS 5 ARCHWAY FRAMING DETAIL
4
AT CORNER STEP
3 SCALE: 3/4"=1'-0"
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL.
> ( I
1 SINGLE #5 CORNER
BAR, 30X30 TURNED UP
A
� OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BEAM
I � U
8x8 CMU PIER PROVIDE #5 BAR
I I / W/ SINGLE REINF. BAR, SEE PLAN. AT EACH SIDE
ENSURE THAT PIER GROUTS BENEATH STEEL REINF. OF OF ELEVATION
LINTEL. BOND.BEAM CHANGE
CHANGEIN
/[1 ELEVATION OF BOND BEAM
W�j
7 SCALE: 3/4"=1'-0"
6 SINGLE LINTEL, MULTIPLE OPENINGS
SCALE: 3/4"=1'-0"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
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SVHDIV. da LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
Nwr
DATE: 05/26/18
SCALE: 1/4"= V— 0"
SHEET
S2.1A
FRAMING NOTES
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS.
SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF VVINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAVVINGS FOR THE ENGINEER'S REVIEWAND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN VVITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
TRUSS MANUFACTURER / ENGINEER NOTF-S:
1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES,
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN.
COLUMN SCHEDULE
SIZE &
BASE PLATE OR
REMARK
MARK
DESCRIPTION
REINFORCEMENT
D
4x4 (3 1/2"x3 1/2")
USP PAU44 W/ 5/8" DIA. x
BOLT
SYP. PT, WOOD POST
6" EXP.
D2
DOUBLE STUD
USP PAU46 W/ 5/8" DIA. x
D3
4x6 (3 1/2"x5 1/2")
3 7
SYP. PT, WOOD POST
6" EXP BOLT
1-PLY
U:-818 LBS
G: 1778 LBS
1A GT
' I
GIRDER TOCMUWALL W/
USP LGUM26-3 W/ (4) 3/8" X 4"
WEDGE BOLTS TO CMU &
_ _ _ _ _ _ - (4) 1 /4" X 3" WS3 WOOD
(SCREWS GA500 LBS
------ I ------
WD 1
---- -- --3-PLY
------- I--G:4246 LBS —
10E 3 5
3.1
WD
\ \ ? - 4
— ---- —L =L 3.1
I
�� II I S3.1 i 8
U:-302 LBS
G: 1060 LBS
------t—^------
_—
I
PREFABRICATED FLOOR
TRUSSES @ 24" O.C. MAX.
LL 3-PLY
— G_4246 LBS— -----
APPLY
PPING
/ ONG THIS TRUSSASTO
LIMIT AREA TO 0 S.F
FB. —
FBCR 302.12
— — — — — — T — — — —
2X4 WOOD WALL W/
- SYP N0. 2, STUDS @ — — — — -
- 12" O.C. • — — — — _
1 II
PREFABRICATED WOOD FLOOR
TRUSSES @ 24" O.C. MAX
I
3 10E —
53.16—: 7__ _�—_--_--
I I
4
S3.1
FLOOR FRAMING PLAN
SCALE: 1/4" = V-0"
3
3
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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OVHDIV. ee LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL:
4EGB
"GALEN"
GARAGE 9VrMG:
RIGHT
PAGE:
FLOOR
FRAMING
LPLAN
60 MPH EXP. C
AFCHffECT-
STATE OF FLORIDA
05 /26
1 SCALE: 1/4"=i'-0" 1
81-MET
1._J 3
PLYWOOD SHEATHING, SEE
A-USP DTC TRUSS ANCHOR "ROOF/WALUFLOOR
B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) SHEATHING
WITH (18) 1 Od x 1 1/2" TO TRUSS PLYWOOD SHEATHING, SEE ENGINEERED WOOD FASTENER SCHEDULE" # 1175 UPLIFT USP
C- (2) USP TA20R TRUSS ANCHORS (2 OR "ROOFANALUFLOOR TRUSSES @ 24" O/C, HTWM20 W/ 10 1 Od TO
MORE PLY) WITH (10) 10d x 1 1/2" NAILS TO SHEATHING SUBMIT SHOP DRAWINGS TRUSS AND (4) 1/4" x 2 1/4"
TRUSS.PROVIDE 5" MINIMUM CONCRETE FASTENER SCHEDULE" FOR REVIEW TAPCONS
CONT
EMBEDMENT. DBL STRAP, 1 EACH SIDE AND APPROVAL O EL
POURED LINTEL
WRAPS UP AND OVER TRUSS (NOT SHOWN)
(2) USP TA20R TRUSS # 1900 UPLIFT (2) USP
ANCHOR WITH (16) 10d HTWM20 INSTALLED ON PRE-ENG TRUSS
x 1 1/2" NAILS TO OPPOSITE FACES OF
TRUSS. PROVIDE 5" BLOCK WALL W110 1Od TO
MINIMUM CONCRETE TRUSS AND (4) 114" x 2 114"
EMBEDMENT. DBL TAPCONS TO CONT CONTINUOUS BOND BEAM
2x WOOD FASCIA SEE STRAP, 1 EACH SIDE POURED LINTEL
ARCHITECTURAL 2x6 WRAPS UP AND OVER
SECURED W/ (2) 16d TRUSS (NOT SHOWN) (1A) USP RFUS STEEL CONNECTOR
GALV. COMMON NAILS. ENGINEERED WOOD USED IN CONJUNCTION WITH (4) 3/4"x6" WEDGE BOLTS AND
1x2 SECURED W/ 1 Od TRUSSES @ 24" O/C, WITH HEAVY UPLIFT (12) WS3 SCREWS
GALV. COMMON NAILS SUBMIT SHOP DRAWINGS CONNECTOR (2B) USP USC** WITH (2) 3/4"x6" WEDGE
12" O/C FOR REVIEW
AND APPROVAL 2x WOOD FASCIA SEE ANCHORS AND (8) 16d NAILS
ARCHITECTURAL 2x6 AC) USP USCD WITH (4) 3ILS WEDGE
SECURED W/ (2) 16d ANCHORS AND (8) 16d NAILS
MASONRY BOND BEAM GALV. COMMON NAILS, IF 4 BOLTS ARE USED
MASONRY BOND BEAM
SEE SCHEDULE 1x2 SECURED W/ 10d ENSURE THAT CELLS ARE GROUTED
A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) (1 OR MORE PLY) GALV. COMMON NAILS SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS L4 TAP CONS MIN. 2"
B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1 PLY) 12" O/C A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) COVER 2" APART
C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) B ALLOWABLE FT = 10223 LBS (2 WEDGE BOLTS)
ALLOWABLE UPLIIFT = 122543 LBS (4 WEDGE BOLTS) REPAIR OF MULTIPLE
SSSTYPICAL TRUSS/ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR
GIRDER CONNECTORS) SCALE 3/4"=,'-o" 2a 2b 2C GIRDER CONNECTORS) scALE:3/4"=r-0"
3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12dD@ EA. 2x4 BLOCKING BETWEEN
SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO TRUSSES WHERE
LSTA12 20 GAUGE COVER 5 TRUSSES) 4' 0" O.C. X-BRACI(AT SHEATHINGT
W/ 10dxl/2 HPG COMMON NAILS. SEAMS)
PER ELEVATION @ EACH END TOTAL OF 10 30'-1 TO 60-- (1) "X" BRACE
6'-0" MAX 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE
FLOOR SEE PLAN (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA.
(2) "X" BRACE DIVIDED GIRDER FOR LOCATION v FROM CENTER TO END. EQUALLY ANCHOR BOLT W/ 2"
WASHER SET IN HIGH
2x WOOD FASCIA, STRENGTH EPDXY 6"
1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
MAX.
PER ELEVATION 13TM. CHORD
BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8
P.T. PLATE W/ 12d's 8"
PRE-ENG FLOOR TRUSS uJ
PLAN FOR LOCATION
5/8" GYPSUM BOARD OR 1/2" HIGH o 7 0 a MAY NOT BE STIFFBACK (AS PER O.C. MAX
STRENGTH CLG. BOARD i4 [L REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/
(2) 1 Od's @ EACH TRUSS
SECURE TRUSS TO TOP PLATE w/ (2) P iiiiii :TO BE INSTALLED @
16d TOENAILS
BTM. CHORD OF 10'-0"
DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF TRUSSES
MIN. 7" EMBEDMENT
TO SLAB & (20) 16d x
2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., SEE SCHEDULE FOR
WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM REQ.
PLANS FOR SPACING, SINGLE ON SLAB
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING as a 1x4 BTM. CHORD END WALL OR OTHER
BRACING 6-0" O/C END TYPE CONDITION, IF
1/2" GYP. WL. BD. 4 MAX., SECURED W/ DEPICTED SEE PLAN
(2) 10d COMMON
• a • ° NAILS AT EACH 7 BLOCK WALL W/ GABLE END
CHORD �+ BTM. CHORD BRACING � SCALE:3/4"=,'-o"
NTERSECTIONTYP. 6 SCALE:3/4"=1'-0" PRE—ENG D TRUSS
a °p GIRDER/WOOD POST CONNECTIONS
QQ
a
e
4 FLOOR TRUSS CONNECTION @ L.B.W.
SCALE:3/4"=V-0" (NO UPLIFT) SPACISEDGNG
CENTRAL
SPACING SPACING
SEE SEE TR SS BRG. OR BTM.
6„ 7„ 7„ 6„ 7„ 7„ 5„ G , 5„
CHEDUL SCHEDULE SEE FRAMING
Cf
O r 0 0 0 o f` v
O 09 "0 THE USE OF ALTERNATE MATERIALS MAY BE
NOTCH DEPTH 1/4*D d SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w
5 1/2" MIN. EMBED. (TYP)
HOLE EDGE>5/8" "I USED SO LONG AS THEY CONFORM TO THE
1. ENSURE THAT EXP. BOLTS ARE PLACED INTO FOLLOWING
I' HOLE DIAMETER GROUTED CELLS, 8" ALL AROUND BOLT.
< 2/5*D SGL. STUD z 2. ALL BOLTS TO HAVE WASHERS
OUTER 1/3 OF 2 3. EXP. BOLTS SHOULD NOT BE ANY CLOSER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
SPAN ONLY m ilm IE THAN 6" O/C. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
D/E C A B Z_ 4. IN LIEU OF HILTI PAF'S, 1/4" DIA. x 3" MASONRY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
HOLE EDGE>5/8" A -USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"USP WEDGE -BOLT, 5" MIN.-1 ILL SCREWS (TAPCONS) MAY BE USED, SAME AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND
_ EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 J77MSPACING REQUIREMENT. ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"0 USP WEDGE -BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
EMBED (20) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232
C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN.
011, EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232
D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN.
BTM. HOLE DIAMETER EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232
PLATE < 3/5*0 DBL STUD E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN.
EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS, FL#17232
WOOD LEDGER
9 ATTACHMENT DETAIL
SCALE: 314"=1'-0"
STUD NOTCHING
A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1,
AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES.
11 ALTERNATE MATERIALS
AND BORING LIMITS SCALE 3/4"=1'-0"
WOOD LEDGER DETAIL
0 SCALE: 1 1/2"=1'-0" 10
�jSCALE: 3/4"=1'-0"
LEDGER SCHEDULE
MARK
SIZE
BOLT SIZE
5' EDGE SPACINrJ
CENTRAL SPACING
A
DOUBLE 2x8
1/2"
8" O/C
16" O/C
B
DOUBLE 2x8
3/4"
8" O/C
24" O/C
C
DOUBLE 2x10
112"
8" O/C
16" 0/0
D
DOUBLE 2x10
3/4"
8" O/C
24" O/C
E
DOUBLE 2xl0
3/4"
6" O/C
16" O/C
F
DOUBLE 2x12
3/4"
6" O/C
12" O/C
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
Ila
W
lr
SVHDIV. & LOT:
CREEKSIDE
LOT # 2
PROJECT#
04321.000 002R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
U
05/26/1a
SCALE: 1/4"=1'-0"
SHEET S3. 1//A\�
L 1