HomeMy WebLinkAboutBUILDING PLAN PAGE 16-32Building 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
(+36) / (-47)
(+67) / (-67)
Therma-Tru
Smooth Star
FL20461.17
N/A
bucking.Fasteners spacing
p g @ 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
anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4"
SH Window
+38 -48
( ) / ( )
+50 -50
( ) / ( )
PI y Gem
PI Gem 1500
y
FL16103.1-R9
Non Impact
@ 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) / (-48)
(+50) / (-55)
Ply Gem
Ply Gem 1500
FL16100.1-R6
Non 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
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. 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
16.20 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
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
gauge 1'/" 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 @ 1 3/4" 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 @ 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 BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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LOT #40
ROJECT#
4321.000 040R1
ODELLOT:
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
PRODUCT
APPROVAL
60 MPH EXP. C
DAATNE: 05 /31 /18
SCA M: 1/4"=1'-0"
SHEET
D4
File Copy
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
PREFORMED VNTROL JOINT
FLANGE OF L JOINTS TC
BE WIREp TIEp T ATH • 9'
OC.MAXIVERTJ7EXI
DO
NOT FASTEN CONTOINT TO
WALL EVEN IF STUDS
BEYOND EXCEPT W/
LEG MAY BE UO
SECURE CONTROL JOINT
DURING INSTALLATION
FASTENERS TO BE SPAC9P
• 7' OZ. MAX VERTICALLY
LATH SHALL N
BE CONTINUOUS
THROUGH CON
JOINTS BUT SH
THICK 3
PLASTER
WRIB LAYE
FORTIP15ER
rAv,Ep METAL LATHE•7'(VERT.)OC.I'1Ak
PORTS
WR5 LAYER "I,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHING
SYSTEM tVNSTALLED PER
BE STOPPED
TIED AT EACH SIDE.
PER A8 Ct063
1.10.Isi'
NTz
1. F 4STENERS FOR L/PMRTMAN
OR
STAPLES IN COMPLII063
2. WIRE TIES TO BE (WIRE
3. 5LOCKING SHOWNITI \
TO WALL STUNTS RE
O"M" TYPE CONTROL JOINT
( j L FOLD INWARD • Pr. A
OI. FOLD INUARD •
Pr. A
2. 011111MASE • PT. B
3. CREASE • PT. C
• TI•
NJIC:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
DRIP EDGE, OVERLAP 3_
ex-fto in, BELOW
SHEATHMG. MECHANICALLY
FASTEN 4' O:G. MAX
/IDE 2X4 BLOCKING
20 FLAT MAX. 6' TO 8'
I CONTROL JOINT WHEN
L�OOL JOINT FALLS ON
0_1URAL STUD
OL FOLD INWARD • Pr. A
2. CREASE • PT. B
Fd
•.I
®L
FOLD INWARD • PT. A
2. CHASE • PT. B
4. FOLD Pr. C OVER PT.
D TILL Pr. C TOUCHES
BorroMFLANGE
® �✓
BOTTOM
FLMIGE WATER TKsHT
SEAL FOLD, QQ
NM CUT.
J' THICK, 3 COAT CEMENT
PLASTER (FRAM) IA' 2 COAT
CEM047 PLASTER (CMU)
WRB LAYER e), FORTIFIBER
BUILDING PAPER (FRAME ONLY)
WR5 LAYER M,
STUCCO UAFAP (FRAME ONLY)
LAP LAYERS Cr BUILDMG WRAP
OVER NAILMG FLANGE, STOP
FASCIA WRAP
5,0 U.A. FLASHING
ioCK-CUT MASHING (SEE
pETAL)
NOTE, INSTALL KICKOUT
FLASHMG AT BOTTOM OF ROOF 1
WALL INTERSECTIONS
A
D EUILDING WRAP
$H
BE LAPPED A MINIMUM OF
6' •
RTICAL LAF'6 [ROLL
ENDS)
' •HORIZONTAL. LAPS.
ALL SE
NEED TO BE TAPED
WITH FORTISKIR SHEATHING TAPE F
\MrzT
I1'
MIN, LAP LATH
\
X
W MIN PAPER LAP BELOW ONLY /
\ BUILDING PAPE�IFIBER/
2 APER LAP
SCALE: 1 1/2'=I'-0'
® KIC KO UT
DETAIL
WATERTIGHT SEAL (BEND OR
SOLDER DO NOT CUT)
LATH VERTICAL LAP TO BE 1'
METAL LATH
WR5 LAYER *I,
STUCCO WRAP 1
I' MIN L^
LAP, 4' CVE
ALL LAP
NOTE:
IF ZIP SHEATHING SYSZURES
INSTALLED, PLEASE S
MANUFACTURERS
INSTALLATION PROG
J' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WRS LAYER 02, FORTIF15ER
BUILDNG PAPER
WR5 LAYER "I,
STUCCO WRAP
WOOD SHEATHING
OR'7116' ZIP SHEATHING
SYSTEM (INSTALLED PER
M*NUF. SPECS.)
VERTICAL
LATH
& PAPER
DETAIL
7r
WOOD S=
r
NOM•
SHEATHING
SIDE LAPS OF METAL
OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MA". SPECS.)
r
PLASTER BASES SHALL
5E SECURED TO
BUILDING
PAPER
6' MIN.
FRAMING MEMBERS.
LAP
THEY SHALL BE TIED
w
BETWEEN SUPPORTS
r..
WITH 0.0415-IN. (121-MM)
STUCCO
' LAP e LATH
WIRE WIRE AT INTERVALS NOT
MORE THAN 9' (229-MM4
AS PER ASTM 01063
110.1.
TIEzz
FOR PAIR OF TEARS
HORIZONTAL
LATH
TEARS
MAY BELAYERSPATCHED
& PAPER
DETAIL
WMOUSE WRAP TAPE
PER MANUP. SPEC. OR
PEEL 4 STICK
1116' 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), I/2' 2 COAT
CEMENT PLASTER (CMU)
I: METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
'� `: ROOFNIALL SCREED
z 5"X5" 'L' TYPE CONTINUOUS
y GALV. METAL FLASHING
z (NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
ROOF PER ELEVATIONS
FLASHING
N.T.S.
'SELF —ADHERING MEMBRANE
FL ING [COMPATIBLE W/ HOUSE ¢,
WRA MATERIAL) OVER
A D HOUSE WRAP.
I' OR LESS IPE
PENETRATIO
CUT AND OVERLAP ONE SIDE
SELF-ADHERW3 MEMBRANE
FLASHING
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS —
REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
SECTION
NOTE:
IF ZIP S1-4EATI-IINCx SYSTEM 15
INS ALLED, PLEAS)= SEE
NUFACTURERS
STALLATION PROCEDURES
j�� It F ENETI
T1
1 6'xb' SELF-ADHER MEMBRANE
FLASHING (COMP BLE W/ HOUSE
WRAP MATERIAL OVER 4'x4'
SELF-ApHERI MEMBRANE
FLASHING APPROVED
'+ HOUSE W
ONTO PIPE
ZCUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
FLASHING
UR5AI,
P
2, FORTIF15ER
BUILDING PAPER
METAL LATH
6'xb' SELF -ADHERING MEMBRANE
FLASHING OVER 41x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING t0 EXTEND ONTO PIPE
V CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
LASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
F021
Exterior use o ortland cement plaster
shall comply wit he application
requirements of A C 126-12A.
Installation of exterior la 'ng and framing
shall comolv with ASTM C 063-12A.
TAIL (FRAM
I�Kill
1.
DRAINAGE FLANS (WR5
LAVER #1, STUCCO WRAF)
WR5 LAYER 02 (FORTIFIBER — — — — — —
BUILD INCH FAFER)
METAL LATH X X X X
STUCCO a
WOOD SHEATHING
OR 1116' ZIP SHEATHING SYSTEM
( INSTALLED PER MANU1=. SPECS.)
SELF—AD1—IE5IVE FLASHING — — — —
NOTE:
METAL LATH: LATH TO 5E FER SECTION
—103,11 / A5TM C-547-09, MIN. 2.S L85.
FER SQ. WARD (UTILITY OR NOi"IINAL
LATH DOES NOT MEET SPECIFICATIONS)
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. ea LOT:
CREEKSIDE
LOT #40
PROJECT#
04321.000 040R1
MODEL:
4EGB
"GALEN"W GARAGE SING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLORlDA
14AY 3 201
1
D A CHACRA
AR NO 93723
D TE 05/31/18
SCALE: 1/4"=1'-0"
SHEET
WAl
File c",,c
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
BACKER ROD
BACKER ROD
WRB LAYER MI,
STUCCO WRAP
WOOD
CONSTUCTION
X
X�
VENT
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I. BOTTOM. 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 BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ONLALLLLYa
SIDES, ' CAULKING • JOINT
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.
HOODED VENT
j' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING: PAPER
WOOD SHEATHING
( FRAME)_
:.�.Tr_r-,tea
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, Fd
BUILDING PAPER
TO
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BE-ope APPLYING
STONE VENkER
OVER SCRATCH COAT
W./STONE VENEER
(FRAME TO BLOCK)
LEGEND
DRAINAGE PLANE (WRB
LATER 01, STUCCO WRAP)
WRB LAYER #2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—X
STUCCO
WOOD SHEATHING 7=-
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER SECTION
R-1031.1 / A5TM C-541-0e, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
I
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
ELEC. METEF
VERIFY LO
STUCCO
FLNISH
HESIVE
t SIDES
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
,ANT m
t SIDES
/ NO
TE:
ZI
IF ZIP SHEATHING SYSTEM (S
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
&EKNPiT PENETRATION
SCALE: N.T.S.
STUCCO SCRATCH COAT
E 1 COAT OF PAINT W/BACK—
ROLL PRIOR TO
ELEC. METER INSTALLATION
:C. METER FIELD
ZIFY LOCATION
1/16' ZIP SHEATHING SYS M
(INSTALLED PER MANUF PEGS.) OR
WOOD SHEATHI
WRB LA,.rkR "
STUC W Aria
-R 02, FORTIFIBER
PAPER
THICK, 3 COAT CEMENT
.ASTER
TO Ya' MID -WALL
6' SELF
FLASHING
WOOD FIR,
WALL
E E P
NU IC:
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
I50CYANOTE—POLY5LEND FOAM
"' �'� "t ^- "l 1 '—" ')R SIMILAR)
APPLY A SILICON
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 HOUI
FOR BOX INSTAL
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT -
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAC
OVER gpe MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
8' GMU
1/16' ZIP SHEATHING SYSTEM
LINSTALLED PER MANUF. S.) OR
WOOD SHEATHING
�WRB LAYER *I,
STUCCO WRAP
�UJ�LIQY �'2, FORTIFIBER
PINISH 6 WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER 0 1' O.G. MAX
K' TON MID -WALL
WEEP SCREED
WIDE STRIP SELF
HESIVE FLASHING, CLEAN
"RY BEFORE APPLYING:
FINISH •m
SONRY
IZONTAL WEEP S E E D
( FRAME TO BLOC KN
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
5TEF #1
APPLY 60 MIN -
GRADE 'D' FELT
OVER
SELF -ADHERING:
FLASHING OVER
APROVED
HOUSEWRAP
5T P #=3
E�
WRB LAYER "I,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING:
WRB LAYER 02, FORTIFIBER
BUILDING: PAPER
5TEF '*
ELASTOMERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
StEP "5 STEP #(o
OELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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[P3ROJECT#
vsaxv � LOT:
REEKSIDE
LOT #40
4321.000 04OR1ODEL:
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLORIDA
Y3
i{
i
D A CRA
AR NO W723
D TE 05/31/18
SCALE: 1/4"=1'-0"
+fi�w:H��i1ti
File Copp
WOOD SHEATHING
WOOD
CONSTRUCTION
-Y4' HAT CHANNE
W/s/e' TYPE 'X'
WOOD SHEATHING
WR5 LAYER sl,
STUCCO WRAP
J' THICK 3 COAT CEMENT
PLASTER
WR5 LAYER sl,
STUCCO WRAP
AMIGO AM66-UNIC-160
CUSTOM CASING 5EAD
WR5 LAYER "I,
STUCCO WRAP
WR5 LAYER 02, FORTIF ER
BUILDING PAPER
THICK, 3 COAT MENt
PLASTER
6' S.A.F. ® TOP WEEP SCREED
TO SI IrA%INCs EHMD WEEP SCREED
6' SELF-ADHEREING
FLASHING WRAPPED
• TOP OF WEEP SCREED
TO SHEATHING BELOW
_ LI LAYER w,
STUCCO WRAP
WR5 LAYER 02, FORTIFIS
BUILDING PAPER
6' SELF-ADHEREING
FLASHING WRAPPED
• CORNER OF CANTILEVER
(SHOWN F CLARIFICATION OF NOTE:
81 PARA7 ACCESSORIES ONLY) IF ZIP SHEATHIN SYSTEM IS
CASING BEAD INSTALLED, PLEA SEE
' MANUFACTURERS
UIOCDTL. ® CANT. INSTALLATION PRR=°10 A SCALE:II/2' ' 01-0
NOTE
i"IET4L LATH; LAT�4 TO 5E PER SECTION
11IN. 2.5 L85,
FER 5Q. YARD (UTILITY OR NQ0 IIN4L
LAT+4 DOES NOT MEET SPECIFICATIONS)
I A � ulnr7D CONSTRUCTION
IF SHEAT ING SY qrr IS
INSTA D, EASE SE
MANUF RS
INSTALLATI PROCEDURES
INST
MAN
INST,
RESILIENT
CHANNEL
5/8' TYPE 'X' DRYWAD*
W/TEXTURED 4 PAINTED
FINISH
' THICK 3 CO
PLASTER
i qDRIP EDGE
INSTALLATION
I�
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
' THICK, 3 COA E
PLASTERF
F
✓THICK, 3 COAT CEMENT
PLASTER
METAL LATH
i pAM1 ZIgnYBT4
e1w x12 1-I� MA
V
(SHOWN FO
SEPARATE
IN OF
ONLY)
WOOD CONSTRUCITON
5V THICK, 3 COAT CEMENT
PLASTER
METTA�jL gLµA�TW ����
((IW� TTTjAA0�,�,��ZIppP��SH��Eqq.�4�yyYW% SYSTEM
H�SADER/BEAI-IANIP. SPECS.)
SEPARATE
EXT.
LnLe1eJ
3' X 3' 26 GA. GA V.777
I'
FINISH LAYER l2 LAYER METAL DRIP E
PRE-ENG'D SS �- EL 4 STICK) SET IN FULL 5 OF -_
WEATHER RESISTI 6' EL 4 SEALANT, Ye'
BARRIER Stl DRIP SPACE F DRIP vY
WEATHER RESISTIVE ED O FACE TO X
BARRIER 02 DECK
J' THICK, 3 COAT CEMEN VARIES �` 7
PLASTER
METAL LATH � � ' Y4' G FOR SACKER '
WOOD SHEATHING I NXI 9/4' P.T. SIMULATED RO 4 SEALANT Y4 GAP FOR BACKER
WOOD (TREX) LER ROD 4 SEALANT
CONTINUOUS IN CASING iEA1
ti WEATHER RESISTIVE VINYL CASING 5EAD
WATER PROOFING I
EXTERIOR GRADE LAYER (2 LAYER L 4 5ARRIER M
DRY WALL STICK) WRAPPED WEATHER RESISTIVE WATER PROOFING let
5ALCONY DECK TO 5ARRIER 02 LAYER (2 LAYER PEEL
J' THICK, 3 COAT CEMENT CANTILEVER °1^"'" I 4 STICK) arwrra. ^
4' POSITIVE DRAIN PLASTER
WEEP SCREED O 6' PEEL 4 STICK w DECK MEMBRANE,
VINYL CORNER 5EAD DRIP EDGE TO DECK
EXTEND OVER DRIP PEEL 4
N FI VINYL CASING 5EAD SUB FLOOR EDGE
(SHOWN FOR 1 ATION OF ®® 3" X 3' 26 GA. GALV. SU5 FL
SEPARATE ACC IES ONLY) METAL DRIP EDGE
----------------------- - SET IN FULL BED OF
I VXI -y4' P.T. OR I AT SEALANT, X�' MIN.
i
WOOD ItREX) FI E SPACE FROM DRIP
FACE TO TREX
CANTILEVER
EDGE
LEGENTI
D
DRAINAGE PLANE (WR5
LATER 01, STUCCO WRAP)
WR5 LATER *2 (FORTIF15ER — ......
—
BUILDING PAPER)
METAL LATH x x x x
STUCCO
WOOD SHEATHING ''Z ' ��
OR 1/16' ZIP SHEATHING SYSTEM
( INSTALLED PER MANUF. SPECS.)
5ELF-ADHES1VE FLASHING -
OLUMN SHEATHING
EATHER RESISTIVE
IARRIER M
Ec TA HER RESISTIVE
BARRIER "2
' S.AF.
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SET IN FULL BED OF
SEALANT'
1�" M
SPACE F Rt /
FACE TO T4:X
CONTINUOUS (T X) FILLER
Ya' GAP FO NYL CASING 5EAD S
ROD 4 SEAL W TER PROOFING let Y4" FOR SEALANT
FINISH LAYER AYER LA R l2 LAYER FEEL 4 OPT AGKIE ROD. -
MEL 4 STICK) STIC WRAPPED FROM M IFIED w
3/4 RESILIEN BALC Y DECK TO
HAT CHANN CANTIL R /4 RESILIENT
VINYL GASI A J' THICK, COAT CEMENt HAT CHANNEL
PLASTER INYL CASING BEAD
METAL LAT
5/8' TYPE DRYWALL WOOD SHEAt G
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER "2
EXTERIOR COLUMN
COLUMN SHEATHING
6' SAP.
I X2'x3' 'L' FLASHING
FULLY EMBEDDED IN
ROOF CEMENT
1 �' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, J4' MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CASING BEAD
WATER PROOFING let
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
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ANTILEVER
J' ICK, 3 COAT CEMENT
PL TER
W/tEXTU t PAINTED WEATHER RESTS vE /8' TYPE 'X' DRYWALL \ `- METAL ATH
FINISH BARRIER "I WlTEXtURED 4 PAINTED
WEATHER RESISTI FINISH WOODS ATHING
5ARRIER "2
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PLAS R WEEP SCREED P,LAS 3 COAT CEMENTWEEP SCREMR
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iA IN FI
VINYL CORNER BEAD (SHOWN FOR CLARIFI LION OF
Y C I A NO GAP INFIELD
(SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACGESSOR S ONLY
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP BALCONY DRIP
11A EDGE INSTALLATION 11C EDGE INSTALLATION C� COLUMN
( W/" L" FLASHING)
SCALE: NITS
2x FRAMING MEMBER
THICK, 3 GOAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEA G
a '1 ° O.C. MAX.
WOOD SHEATHING
WRB YER "I, —
STUCC WRAP
WR5 LAYER , FORTIF1 5ER
BUILDING PA R^\
METAL LATH
' THICK, 3 COAT CE T
PLASTER
6'SELF-ADHERING
FLASHING
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BUILDI P P R WINDOW FLANGE
14 ORNER BEAD OP AME
2 1/2 11
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JL 1 -„ I
LwFR!
THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
OP BLOCK
IF ZIP SHEATHING SYSTEM
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROLE R
WOOD 5HEATHIN
WRB LAYER
STUCCO W AP
WR5 L ER 02, FORTIFIBER
BUILD G PAPER
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.
DRIP CAP
WINDOW FLANGE
1 CASING- BEAD 0 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
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PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHITECT.
STATE OF Fl_ORIDA
DATE'. 05/31/1$
SCALE: 1/4"=1'-0"
SHEET
File
WOOIDI SHEATHING
WRB LAYM *I,
STUCCO W
WRB LAYER 02, F TIFIBE
BUILDING PAPER
METAL LATH —�
" THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING
FLASHING
VINYL ANGLED
CASINGBt D
DRIP CAP
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NOTE:
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INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
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STUCCO W P
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STUCCO WRAP
WRB LAYER *2, :o%RTIFI
BUILDING PAPER
8" THICK, 3 COAT CEMENT
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
In
(EXPLOD
VIEW FOR
CLARITY)
WOOD
140
Y4' GAP TYP
CASING BEAD
TO TRIM
IX TRIM MBER
STUCCO
SIDING TRAN fON
SIDING le4
WRB LAYER *I,
STUCCO WRAP O
THICK, 3 GOAT C Nt
PLASTER
METAL LATH
L ER "2, F-ORTIFI5ER
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WRB LAYER "I,
STUCCO WRAP
�— 6' SEL DHEREING
FLASHING PEEL 4 STICK
SIDING TO S TUC O
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WOOD CONSTRUCTION
BEYOND
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LLBBAARRIER M
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DO NOT CAULK OR
SEAL OPENIN_
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AL GAP W/CAULKING
:APPROVED SEALANT
1�
NOTE,
METAL LATH: LATH TO BE PER SECTION
R-103.1.1 / ASTM C-84-1-0% MIN. 2.5 LBS.
AT�4ING PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1--.� �
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BARRIER M
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AL
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WOOD TRIM MEMBER
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1 SCALE: 1 1/2"=1'-0"
SEALANT
WINDOW
2X FRAMING
MEMBER
I
HER RESISTIVE
RRIER M TO LAP
OF MZNFLABO TOP
' WEATHER RESISTIVE
BARRIER M
\ / BARRIER RESISTIVE
C-ALV'D METAL
I 'Z' FLASHING
DON�G�LKOR
/ �, Eller 1 LI�Wy ILA
WEATHER RESISTIVE
BARRIER M TO LAP
6' MIN. ABOVE TOP
Z' FLASHING
I Y' X 6' SIMULATED
(W/%- FLEXIBLE PVC / W�)OD TRIM MEMBER
BACKER ROD) \ / ' SELF -ADHERING
W SELF -ADHERING I I 1 ING
FLASHING \
}g' THICK 3 COAT \` SEAL P W/CAULKI
CEMENT PLASTER OR A D SEA
WEATHER RESISTIVE WEATHER SISTIVE
BARRIER M BARRIER M
WEATHER RESIST -
SARRIER'2 (WAV FLEXIBLE
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
BARRIER 02
FRAME TO FRAME
TRANSITION
SEALANT
WINDOW FRAME
FLANGE
2X FRAMING
MEMBER
BUILDING
WRAP
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
------------------------------------------------------
E-ZE-Z BEAD VINYL CA!
CA
(W/3/8" FLEXIBLE PVC
WRB LAY�k 02, FORTIFIBER
BUILDIN(Z PAPER
ROD)
�- WRB LAYER 01, VUCCO WRAP,
WRAPPED AR ND FRAMING
MEMBER
6" L A HESIVE FLASHING
EATHING
ETAFLOW EXPLODED
�.) R CLARITY
-i--�r -- -------------------------------------------
TYPTHICK, 3 COAT CEMENT
CS BEAD PLASTER
WINDOW METAL LATH
WRB LAYER 02, FORTIFIBER
UILDING PAPER
WIOD SHEATHING
WI LAYER 01;
STUCCO WRAP
rc' WIDE PEEL 4 STIC
OVER FLANGE
E-Z BEAD VINYL CASING
(W/3/8' FLEXIBLE PVC BAG ROD)
*APPLY FULL BED OF SEALANT BETWEE
FLANGE 4 BUILDING WRAP
BEAD WINDOW CASINGI
LEGEND
DRAINAGE PLANE (WRB
LAYER *I, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — - - —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING
OR l/I6' 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
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CREEKSIDE
LOT #40
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04321.000 040R1
MODEL•
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHITECT:
STATE OF FLORDA
i
(Ay6,218 ;
j
ROLAND A ABOU qiA
AR NO .723
PRINT DATE: 05 31 18
SCALE: 1/4"=1'-0"
SHEET
File Copy
CUT HOUSEWRAP
AT 45' ANGLE
MODIFIED 11, CUT
IN HOUSEWRAP
LINE OF WINDOW
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP 1
INSTALL 6'
SELF -ADHERING
FLASHING OVER
NAILING FLANGE AT
JAMS$
EXTEND FLASHING MIN
I' BELOW SILL
FLEXIBLE FLASHING
DO NOT SEAL BOTTOM
FIN
STEP
TEMPORARILY
FOLD -UP a SEC
HOUSEWRAP(o
TUCK FLAP UND
at HEAD
W
SLOPE SILL R
ALIGN FLASHING
APPLY 46' NOM.—
W/ INT. EDGE OF
CONTINUOUS BEAD
A. SILL R
OF SEALANT AT
JAMBS AND HEAD
APPLY TO BACK <
WINDOW NAILING
FLANGE IN LINE W/
PRE -PUNCHED
\
HOLES OR SLOTS.
MECHANICALLY .•
FASTEN FANNED
EDGEB.(CAP
NAILS, STAPLES)
$' TYP
INSTALL DUPONT
FLS>MfWP AS THE
FLASHING AT THE SILL
; T F P r
NOTE:
IF Z ff= 5�4ATE f N 5�5T 1'*l 15 f N TALL D,
FLEA5E SEE �IANUFACTUfREIR5 INSTALLATION
F®CL�5
M ANE
FLLASHASWING
OVER JOINT
I —
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8e LOT:
CREEKSIDE
LOT #40
PROJECT#
04321.000 040R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
WALL ASSEMBLY
DETAILS
L60 MPH EXP. C
ARCHrrECT.
STATE OF FLORDA
MA4 011
PRINT TE.- 05/31/18
SCALE: 1/4"=1'- 0"
ivE
File Copy
NOTE: NOTCH FOR
SUB BAND ONLY
2xro SUB-BANb
W/1 "x4" NOTCH 6
END, WRAPPED
PEEL 4 STICK
DRIP EDGE
1/8" TEXTURED
FINISH s WOOD
1/2" TEXTURED
FINISH Q CMU
IN
I\
I\
I\
I\
I\
I \
METAL FASCIA \
WRAP Ys' FROM \\
STUCCO, I' FROM \
WOOD WALL \
EXTERIOR WALL \
\
(FRAME OR CMU) \
2X& \
VATION
METAL FA
2x6 SUS 1
0
ROOF KICK OUT
FOR CLARITY
REMOVED
ROOF DECK (BEYOND)
EDGE, 1" OFF WALL
INTO STUCCO)
— 11/8" TEXTURED FINISH
/ WOOD, 1/2" TEXTURED
FINISH a CMU
E
r 2x6 5U5-5AND W/I"x4" NOTCH O
END, WRAPPED IN PEEL E STICK
METAL FASCIA WRAP I"
WOOD WALL. SUB BAND
OFF WOOD WALL
OFF
2'1
1/8' TEXTURED
FINISH • WOOD,
1/2' TEXTURED
FINISH a CMU
METAL LATH
WOOD SHEATHING
DR C-MU
LURE LAYER 01,
STUCCO WRAP (FRAME ONLY)
WRB LAYER 02, FORTIF15ER
BUILDINGS PAPER
(FRAME ONLY)
ROOFINGS CEMENT
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP 5HEATHIN6
PLEASE SEE MAI
PROCEDURES
PRE-ENG'D TRUSS TO BE CUT tv
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4'x4' -0"
SCABBED TO TRUSS
W/12d NAILS 6"-8'
O.G. MAX.
2x SUB -BAND W/V2"x4"
NOTCH tv END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL (9WALL
SUB BAND DETAIL C9P WALL
W/KICK- OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/%'x4" NOTCH a
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 5U5-5AND
W/lY'x4" NOTCH tv
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT 9
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
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LOT #40
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04321.000 04OR1
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GARAGE SWING:
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PAGE:
WALL
ASSEMBLY
DETAILS
L60 MPH EXP.
rasaa� a
DATE: 05 /31 /18
SCALE: 1/4"=1'- 0"
SHEET
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2'-0" 4'-8" 2'-8"
16'-0"
2'-8"
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17'-4"
21'_4"
a
FOUNDATION PLAN
SCALE: 1/4 = 1'-0"
FOUNDATION NOTES
1. 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.MINDICATED #5 BAR, EIINDICATES #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 1/2"
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
#5INCURB
VARIES
CWC-12X12
12"
CONTINUOUS
12"
-
(2)#5's
#5INCURB
VARIES
TE-1
8"
SEE PLAN
8"
-
(1)#5's
#5INCURB
(-)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-2448
24"
48"
12"
(2) #5's
(4) #5's
(+)0'-0"
FM-12X12
12"
CONTINUOUS
12"
(2)#5's
F-2424
24"
24"
12"
(2) #5's
(2) #5's
(+)0'-0"
1441 N. RONALD REAGAN Bt
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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svHDIV. 8a LOT:
CREEKSIDE
LOT #40
PROJECT#
04321.000 04OR1
MODEL•
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHfTEC P
STATE OF FLONDA
DATE: 05 /31 /18
SCALE: 1/4"=1'-0"
SHEET
C
s i
STEEL REINFORCING IN
GROUTED
CELL SEE PLAN FOR
SIZE AND
SPACING
REQUIREMENTS
MOMENT
TRANSFER
REINFORCING SEE /
PLAN FOR SIZE, I
LENGTH QUANTITY
AND SPACING (MAY
NOT BE REQUIRED _
BASED ON
ANALYSIS)
SEE SLAB SCHEDULE FOR FOR
SLAB REINFORCEMENT
REQUIREMENTS
8" CM WALL
a� I
4
• I° • Ia� SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
SLAB SCHEDULE
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
EXTERIOR MONO -FOOTING
SCALE: 3/4"=1'-0"
3 1/2" DIAMETER CONC
FILLED STEEL PIPE
a 6x6 METAL PLATE
BASE W/ 1/2"x6"
ANCHOR BOLTS
00
1'-4"
BOLLARD
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM,
LAP TO OCCUR OVER STUD
2x4 OR 2x6 WOOD BEARING —
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
SCALE: 3/4"=l'-T
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCKING
SECURE BT. PLATE TO
SLAB W/10d MASONRY NAIL
16" O/C STAGGERED.
SCHEDULE
SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
INTERIOR FOUNDATION WOOD WALL
SCALE: 3/4"=V-0"
(NO UPLIFT)
Q F
Li
(1) #5 BAR IN TOP
OF CONC. CURB
N
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
8" CMU WALL
SEE SLAB SCHEDULE FOR FOR
SLAB REINFORCEMENT
REQUIREMENTS
SEE SLAB SCHEDULE
• ° • SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
ww
O U
oa
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J
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N Q
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Z co
J
EXTERIOR MONO -FOOTING
@ GARAGE SCALE 3/4"=1'-0"
NEW REINF. BAR
SECURED W/2-PART
EPDXY. MIN, EMBED
8", UNO
FOLLOW ALL MANF.
SPECIFICATIONS FOR
USE AND
PPFPOPOTInN nF
30"
MIN. EACH WAY
MONOLITHIC FOOTING
D
D
Fr
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D � b
O n
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D� " I FM
a CORNER BARS, SAME SIZE AS BAR
IN FOUNDATION WITH 30" LEG EACH
D °I WAYAT
ALL
L A ACHANGES
I NDI IS CTIOTSO INUOUS
MATCH AMOUNT OF CONTINUOUS BARS
D 2
D p I Iw CONTINUOUS STEEL MONOLITHIC
b FOOTING REINFORCEMENT SEE SCHEDULE
N WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO
MONOLITHIC FOUNDATION
CORNER BARS DETAIL
LAP TOP PLATE A MIN. OF 48"
ND NAIL W/ 16d COMMON
LS, 2-ROWS14" O/C BTM.
LA O OCCUR OVER STUD
2x4 OR 2xNVVOOD BEARING -
WALL W/ SY
No 2 STUDS SE LANS FOR
SPACING. SINGLE M.PLATE
TO BE PT. PROVIDE . TOP
PLATE
USP SPTH4 OR SPTH6 BTM
AND TOP PLATE ANCHORS W/
10d x 1 1/2" COMMON NAILS
FILL ALL HOLES, DO NOT USE
10dx3"
a
a $
°
e v
° • 4 • .
i, EQ. . EQ. i.
SCALE: 3/4"=1'-0"
VERIFY GHT
OF /C�let`PLAN /
3T. TE- TO SLAB W/
E E ANCHOR W/ 2"
o9ET IN HIGH STRENGTH
1/2" EMBED. MIN. @ 16" OC
SLAB SCHEDULE
FOR WxD, SIZE
ADDING BAR TO AND BAR QUA ITY
MONOLITHIC FOUNDATION a�_TERIOR CURB FOUNDATION WOOD
6 SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" (Wl UPLI
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
Z
Q
o�
It
mw
U
V J
p to 8" K WAL
r0i +- U 00'-0"ff,777.1 POURED LINTEL CONT. (TYP.)
TOP OF SLAB r — '�;; 8" CMU FILLED CELL (TYR)
SEE SLAB SCHEDULE 2X WALL FRAMING
::
Z_ 1/2" DIA. USP 7250SD BOLTS 5"
"I LATED" COLUMN PAD MINIMUM EMBEDMENT INTO
CEN RED UNDER WALL AND GROUTED CELL, 4" FROM ENDS AND
POUR ONOLITHICALLY WITH 16" O.C. VERTICALLY MAX
-- FOUNDATI AND SLAB
SEE SCHEDULE
� • FOR WxD, BAR SIZE
AND BAR QUANTITY
COMBINED EXTERIOR MONO -
FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO
r
10 SCALE 3/4"=V-0" BLOCK WALL CONNECTION
�11 SCALE 3l4"=V-0"
FOR
NRY
;SET
EV:
RECESS AROUND GARAGE
DOOR OPENING
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM.
LAP TO OCCUR OVER STUD
2x4 OR 2x6 WOOD BEARING —
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
SCALE: 3/4"=1'-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCKING
SECURE BT PLATE TO
SLAB W/10d MASONRY
NAIL 16" O/C STAGGERED.
SLAB SCHEDULE
Q
a1
4
°
a
v
•
J °
v
EQ. EQ. SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
INTERIOR CURB FOUNDATION WOOD WALL
SCALE: 3/4"=V-0"
(NO UPLIFT)
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
04
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W
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W
4
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ti
sVHDIV. de LOT:
CREEKSIDE
LOT #40
PROJECT#
04321.000 040R1
MODEL•
4EGB
"GALEN"
GARAGE STIMG:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHITECT.
STATE OF FLORIDA
MAY 3 0 " 8
PRINT TE::: 05/31/18
SCALE: 1/4"=1'— 0"
SHEET
S1oI
File COp�
24'-10"
13'-0"
6'-4"
0 1- 0 0
26-0"
C9 29'-4"
33'-0"
o
r
W
N
i7 0
N
0
cq
0
M
0 0
zo
N
o
N
13'-0"
o •o a -
o
3'-0"
o °Q
0 C n
1_8
0 0 0
12'-4" 2'-4"
FIRST FLOOR DOWEL PLAN
SCALE: 1/4 = 1'-0"
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
la-
rl
F;
h
BUDDIV. & LOT:
CREEKSIDE
LOT #40
PROJECT#
04321.000 040R1
MODEL:
4EGB
"GALEN"
GARAGE SVrMG:
RIGHT
PAGE:
FIRST FLOOR
DOWEL
PLAN
U60 MPH EXP.
ARCHITECT-
STATE OF FLORIDA
3 20 6
DATE. 05/31/18
SCALE: 1/4"=1'— 0"
SHEET
S1,2
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
TIE VERTICAL REBAR
c VARIES PER ELEV.
TO HORIZONTAL z/ "�
REBAR W/ 10" HOOK
GROUTED BOND BEAM N
— VARIES PER ELEV.
°
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°
a
J
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❑ CLEAN OUT REQUIRED
QFOR INSPECTION
9
of
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a ° TIE ERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
BAR SI�R DIA.
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REINFORCING 2 REINFORCING
#5 BARS
F —1
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b
11 11 CMU UNIT DIMENSIONS
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MASONRY SYMBOLS
1 SCALE:3/4"=1'-0" SCALE 3/4"=1'-0"
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
1 42"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
V
W
Q
4
F
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evsnxv & LOT:
CREEKSIDE
LOT #40
PROJECT#
04321.000 040R1
MODEr •
4EGB
"GALEN"
GARAGE S7IYING:
RIGHT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT-
STATE OF FLONDA
K
Dp 05/31/18
SCALE: 1/4"=1'-0"
SHEET
S1.2A
File c10 y
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 Wi (10)d x 1 1/2" HDG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 1 Od 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 U-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE &
DESCRIPTION
REMARK
t q '
(2)2x6
0
(2)2x8
BEAM SCHEDULE
RRRZM 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
�EINFORE STIRRUPS
fc
SIZE REMARKS
MARK DESCRIPTION
(psi)
W'xH'
BTM. TOSIZE SPACING
MASONRY
rBEB2
3000
8x8N/A GROUTED SOLID
MASONRY
3000
8x16 — (1) #5 (1) #5 N/A N/A GROUTED SOLID
"CAST-CRETE"
SAFE
LOAD
TABLES
SAFE LATERAL LOADS
8" PRECAST & PRESTRESSED
FOR
U-LINTELS
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
C~C�
SAFE
LOAD
PLF
C
SAFE
LOAD -POUNDS
PER
LINEAR
FOOT
BF28-OB &F32-0B
BF26-1B EF32-1B
9502 10951
10394 11809
703a 8107
10394 11809
5400 6224
10294 11809
TYPE
LENGTH
8U8
8F8
RCMU
TYPE
LENGTH
8U8
M-OB
8F12-OB
BF16-OB
8F20-OB
8F24-OB
BF8-1B
8F12-1B
6F16-18
BF20-15
BF24-1B
3'-6" (42') PRECAST
1025
1024
1598
3'-6" (42") PRECAST
2231
3069
3719
5163
6607
6054
3069
4605
6113
7547
8974
q'-0" (48') PRECAST
765
763
1309
4'-0" (48") PRECAST
1966
zs61
z751
3a20
4890
5961
2693
4605
6113
7547
8974
4'-6" (54') PRECAST
592
591
1073
4'-6" (54") PRECAST
1599
1969
2110
2931
3753
4576
2189
4375
6113
7547 pt
8672
5-4" (64") PRECAST
411
411
745
5'4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3866
8733(,e)
4249
10127t,9,
663
3090
5365
754733,
7342 t
5'-10" (70') PRECAST
340
339
616
5'-10° (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
2622
4360
7166;as
6036nv)
7181(11)
8328 1�1
6'-6" (78") PRECAST
507
721
490
6'-6" (78") PRECAST
908
23E
z177
34ao
3031
3707
4383
5061
1238
2177
3480
5381
8360
1039Q37)
6825,
T-6" (90") PRECAST
424
534
363
T-6" (90" PRECAST
743
1011
1729
2632
2205
2696
3191
3685
1011
1729
2061
3898
5681
a467,",
6472(,,:
9, 4' (112') PRECAST
326
512
230
9'-4" (112') PRECAST
554
699
1160
1625
2564
3486
2818
4705(37)
2163
3643(38).
3127
3302
752
1245
1843
2564
3486
6390(r7,
10'-6" (126) PRECAST
475
535
890
1247
2093
2777
2536
10'-6" (126") PRECAST
284
401
180
643
1052
1533
2093
2761
4754p5,
1T-4" (136') PRECAST
362
562
945
1366
1846
2423
4008
11'4" (136') PRECAST
260
452
154
582
945
1366
1646
2423
3127
2805
2605
4006
12'-0" (144') PRECAST
337
540
873
1254
1684
2193
3552
12'-0" (144') PRECAST
244
402
137
540
873
254
16B4
2193
3552
13'-4" (160') PRECAST
217
324
110
13'-4" (160") PRECAST
296
a71
755
1075
1428
1838
2316
2663
471
755
1075
142E
1838
2316
2883
14'-T (168') PRECAST
205
293
100
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
442
706
1002
1326
1 1697
2127
2630
14_g� (176') PRESTRESSED
N.R.
284
91
14'-8" (176") PRESTRESSED
N R.
NR
NR
NR
NR
NR
NR
NR
458
763
1370
1902
zz45
2517
2712
15'-4" (184') PRESTRESSED
N.R.
259
83
15'4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
412
710
1250
1733
2058
2320
2513
17-4" (208') PRESTRESSED
N.R.
194
64
17'-4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
300
546
950
1326
1609
1849
2047
i9-4' (232") PRESTRESSED
N.R.
148
52
19'4" (232"} PRESTRESSED
NR.
.
NR
NR
NR
NR
NR
NR
NR
235
420
750
1037
1282
1515
1716
21'4" (256') PRESTRESSED
N.R.
125
42
21'-4" (256") PRESTRESSED
NR,
NR
NR
NR
NR
NR
NR
NR
180
340
598
845
1114
1359
1468
22'-0" (264') PRESTRESSED
N.R.
116
40
22'-0" (264") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
165
315
550
784
1047
1285
1399
24--0" (288') PRESTRESSED
N.R.
91
33
24'-0' (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
129
250
450
654
E84
1092
1222
(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE
ADDED
PERCENT
REBAR.
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
Cmix-ow" I SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
BF8-IT
BF12-1T
8Fi6-iT
8FA-1T
8F24-1T
8F28-1T
BF32-1T
8F8-2T
8F12-2T
8F16-2T
BF20-7
BF24-2T
8F28-2T
BF32-2T
3'-6" (42") PRECAST
1569
2655
3524
4394
5263
6132
7001
1569
2655
3524
4394
5263
6132
7001
4'-0" (48") PRECAST
1363
2305
3060
3815
4570
5325
6079
1363
2305
3060
3815
4570
5325
6079
4'-6" (54") PRECAST
1207
2040
2707
3375
4043
4711
5379
1207
2040
2707
3375
4043
4711
5379
5'4" (64") PRECAST
1016
171511)
2276(4)
2638
3399
3961
4522
1016
1715
2276
2836
3399
3961
4522
5'-10" (70") PRECAST
909
1567„e)
2080(13)
2693 3
3107 3
3620 r0
4133 3,
929
1557
2080
2693
3107
3620
4133
6'-6° (78") PRECAST
835 ,>
1407(26)
1661,)
2328,a
2790t16
325114)
3712(12
835
1407
1866
2329
2790
3251
3712
T-6" (90") PRECAST
727 (23)
1065p)
16243,)
2025 8
2426(u
282726
3226 2n
727
1224
1624
2025 1
2426
2827
3228
9'-4" (112") PRECAST
591
70825)
113634
147434
1815341
215734
2500,
591
862
131E
1643 1
1969
2294 1
2619
10 6° (126°) PRECAST
530
575 24
916 33'
1188(33)1
1461p3l,
1736a3)
2011 p�
530
895
1180 3)
1472 (o)
1763 m
2055
2346
11'4" (136') PRECAST
474
504f23'
800(32)
1037321
1274(3
1513(3z)
1753 (><
494
607
104210)
1372w,
1643a
1915(6)
21872
12'-0" (144") PRECAST
470 (9)
458123)
72431
938 32)
115332)
1369(32)
15853:
470
550
940(m;
1302,3
1560(13)
181vi1)
2075,t
13'-4" (160") PRECAST
418 ;3
386 (22)
607131
7B5 ,30
964 31;
114331
1323 3
428
460
780 (3)
1159121)
1418(2n)
165�19)
1887(1;
4'-0" (168") PRECAST
384 ns,
3582,)
56009
724 30
889 3,
105430
1220 [�
410
425
717 (9
10633,)
1358(23)
15822
1807(2
14'-8" (176") PRESTRESSED
239
334 (21)
520 Nt
672 a»
825 (�
978 (29,
1131 ri
246
395
663
98030)
130323
1518(211
17342
15'-4" (184") PRESTRESSED
224
313 (m)
486 29
627 29
769 3„
911 (29)
1054(2
230
368
616 ?
908 (20)
1240t2a%
1 146037
1668,2
17-4" (208') PRESTRESSED
187
263 ,e
405 26
521 27
638 271
756 23
873 2
102
306
506 g
740 n3)
1005(27)1
12713r
1473e
19'4' (232") PRESTRESSED
162
229 (17)
348 (2s)
447 (2
547 25)l
647 (2,)
747 3
166
263
429 ff
623 (,8)
841 eat
1059(31)
12273
21'4" (256") PRESTRESSED
142
204 (,a)
307 (m7
393 123
480 123)
568 (2")
655 (,
142
232
373 m
537 (17)
721 21
905 2e
1048
22'-0" (264") PRESTRESSED
137
197 ,s
295 t2211
379 23)
462 L231
54e 23
630
137
223
1 358
j 513 n
668 44,
863 (28)
999 (.
24'-0" (288") PRESTRESSED
124
179 (14)
267 (21)
L 342 (21)
416 21)
492 21)
567 f.
24
202
1 319 7L
ass , ")
606 (23)
757 (2,)l
876
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT
REDUCTIONS FOR GRADE 40 FIELD ADDED 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 SPECIFICATIONS - 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
,RG. 10'
BRG. 8'
8F32-1T/1M/OB
: o:
.................
i
..411 0
co
i�
8F40-1 T/1 M/OB
2
1
TOP OF WALL,
EL. V-8'
T/1 M/OB
H F
0 0
8F32-1 T/1 M/0B
UNO, PROVIDE BB2
WHERE FLOOR
TRUSSES BEAR, TOP OF
WALL, EL. 10'-0", LINO
8F44/1 T/1 M/1 B
FIRST FLOOR LIFT BEAM PLAN
SCALE: 1/4 = V-0"
I
441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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J
CREEKSIDE
LOT #40
PROJECT#
MODEL:
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
FIRST FLOOR
LIFT BEAM PLAN
160 MPH EXP. g
ARCHITECT
STATE OF FLOFN
MAY
ra &N a
DATE: 05 31 18
SCALE: 1/4"=1'- 0"
SHEET S/�
F'�.s
NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8"
1#5
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 8„
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 7f
PLACE STEEL
OF REINFORCING (1-2) 4. THE LAST COURSE WILL BEA 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
L\� / TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" CD
FLP\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
COURSE OF BOND BEAM TOP OF THE LINTEL. 8
/\N• 0 6, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. —
VERTICAL REBAR W/ 10" HOOK 8x16 DBL. BOND TOP OF
/ 'L P ��F BEAM W/ (1) #5 BAR BOND BEAM
EACH COURSE
' • 8BOND (1) #5 BAR
W/BOND p OF
F F = FILLED W/ GROUT
30" TYPICAL ��O U = UNFILLED GROUT SOLID FROM TOP
\p NOMINAL LINTEL TO TOP OF BOND OF OPENING
WIDTH # OF #5'S, IN 2ND BOND BEAM
BEAM COURSE SEE NOTE 5
#5 BAR IN BOND BEAM
ST
16-1 T/1 M/O B LENGTH OF BAR =WIDTH LINTEL W/A( ) #5 BAR (2)E
NOMINAL �� MASONRY
OF
$Q� HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION
CORNER BOND BEAM COURSE OR 2 SCALE 3/4"=1'-0"
T 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/OSTEEL (L1)REFER
1 SCALE 3/4"=1'-0" AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP
OF OPENING
P CAST HEADER(MIN)
2x4 (MI X3)1-3/16
SINGLE BOND BEAM TAPCON 0 RIVE PIN (MIN
AT HIGHER ELEVATION SHANK SIZE.1 MIN HEAD
WINDOW SIZE .300 MIN EM DMENT 1
SINCaLE BOND BEAM 1/4") 8" FROM EACH D AND
18" O.C. MAX. MIN 1-1/4'
AT LOWER ELEVATION
EMBEDMENT po
#5 BAR BENT
2x6 (MIN 2 X 3) 2-3/16 TAPCON
AS SHOWN 3 114' OR DRIVE PIN (MIN SHANK
PRE -CAST a N
WINDOW SIZE.145 MIN HEAD SIZE .300
SILL z MIN EMBEDMENT 1 1/4") 8,
g SLOPE FROM EACH END AND 18"
d O.C. MAX. MIN 1-114"
EMBEDMENT
0 2x8 (MIN 2 X 3)2-3/16
TAPCON OR DRIVE PIN ( N
SHANK SIZE.145 MIN HEA
OPEN FACE SHELL SO SIZE .300 MIN EM NT 1 2X4 SOLID BLOCKING
AS TO ALLOW BENT 1/4") 8" FROM E HEN D SECURE TO SHEATHING
BAR TO BE PLACED IN 18" O.C. MAX. MtV 1-1/4" MIN. 2-12d PER BILK. EA. EN
UPPER AND LOWER #5 MIN. REQUIRED IN EMBEDM T
BOND BEAM EACH CELL HOOKED IN
7/16" OSB SHEATHING
TOP BOND STANDARD ACIHOOK TYPICAL MASONRY WINDOW
CMU WALL
CORNER BARS SILL CONSTRUCTION ARCHWAY FRAMING DETAIL
AT CORNER STEP SCALE 3/4"=1'-0"
3 SCALE: 3/4"=1'-0"
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL.
ISINGLE #5 CORNER
BAR, 3Ox30 TURNED UP STEEL REINF. OR TURNED DOWN INTO BOND. BEAM OF
FILLED CELL
I U �-
I I
II II
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
CHANGE IN
ELEVATION OF BOND BEAM
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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4
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SUBDIV. 1!E LOT:
CREEKSIDE
LOT #40
PROJECT#
04321.000 040R1
�dODEL:
4EGB
"GALEN"
GARAGE STING:
RIGHT
PAGE:
DETAILS
60 MPH EXP. C
ARCHTECT-
STATE OF FLORIDA
Am
'� P
05 /31 /18
SCALE: 1/4"=1'-O" 1
SHEET
S2. 1A
File COPY
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.
TRUSS MANUFACTURER / ENGINEER NOTES:
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 8" FROM THE CENTER OF THE COLUMN.
COLUMN SCHEDULE
MARK
SIZE &
BASE PLATE OR
REMARK
DESCRIPTION
REINFORCEMENT
4x4 (3 112"x3 112")
USP PAU44 W/ 5I8" DIA. x
D1
SYP. PT, WOOD POST
6" EXP. BOLT
"
02
DOUBLE STUD
4x6 (3 1/2"x5 1/2")
USP PAU46 W/ 5/8" DIA. x
9
SYP. PT, WOOD POST
6" EXP. BOLT
1-PLY
U:-818 LBS = u = {
G: 1778 LBS
1A GT
0
I
GIRDER TOCMUWALL W/
II USP LGUM26-3 W/ (4) 3/8" X 4"
WEDGE BOLTS TO CMU &
(4) 1/4" X 3" WS3 WOOD
ISCREWS GA500 LBS
WD
-- �-- ---3-PLY
r=
G: 4246 LBS
l.E7 3 5
3.1 3.1 B 3.1
WD2
- S3.16
_____-____=
I
4 I 9A 10A I II II
Z� I 53.1 B 3.1 3.1 II
0
in
U:-302 LBS
G:1060LBS
1A
PREFABRICATED FLOOR
TRUSSES @ 24" O.C. MAX.
1
-_-_- 3.1
�__---
3-PLY
G: 4246 LBS
APPLY DRAFTSTOPPING
LONG THIS TRUSS AS TO
I I I I
=
LIMIT AREA T010001---�
1
FBCR 302.2
-2X4WOOD WALL W/
SYP NO. 2, STUDS @
:12" O.C. - - - - - - L
PREFABRICATED WOOD FLOOR
TRUSSES @ 24" O.C. MAX
I
3 10E
3.16 3.1 ----- -- -_
I
13.1
FLOOR FRAMING PLAN
SCALE: 1/4" = 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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LF:F
SUSDIV. 8c LOT:
CREEKSIDE
LOT #40
PROJECT*
04321.000 040R1
MODEL•
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
FLOOR
FRAMING
LPLAN
1160 MPH EXP. C
rs"`N` 05 31 18
DATE: i
SCALD: 1/4"=1'-0"
SHEET
PLYWOOD SHEATHING, SEE
A-USP DTC TRUSS ANCHOR
"ROOF/WALL/FLOOR
B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY)
SHEATHING
FASTENER SCHEDULE"
# UPLIFT USP
WITH (18) 10d x 1 1/2" TO TRUSS
PLYWOOD SHEATHING, SEE
ENGINEERED WOOD
WM 104 TO
HTWM20
C- (2) USP TA20R TRUSS ANCHORS (2 OR
FLOOR
TRUSSES @ 24" OIC,
TRUSS AND (4) 1/4"x 2 1/4"
D (4
MORE PLY) WITH (10) 10d x 1 1/2" NAILS TO
SHEAT SHEATHING
SHEATHING
SUBMIT SHOP DRAWINGS
CONT
TRUSS.PROVIDE 5" MINIMUM CONCRETE
FASTENER SCHEDULE"
FOR REVIEW
POUREDTAPCON
IN EL
POURED LINTEL
EMBEDMENT. DBL STRAP, 1 EACH SIDE
AND APPROVAL
WRAPS UP AND OVER TRUSS (NOT SHOWN)
(2) USP TA20R TRUSS
# 1900 UPLIFT (2) USP
ANCHOR WITH (16) 1Dd
HTWM20 INSTALLED ON
PRE-ENG TRUSS
x 1 1/2" NAILS TO
OPPOSITE FACES OF
TRUSS. PROVIDE 5"
BLOCK WALL W/10 10d TO
MINIMUM CONCRETE
TRUSS AND (4) 1/4" x 2 1/4"
TAPCONS TO CONT
CONTINUOUS BOND BEAM
EMBEDMENT. DBL
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
lx2 SECURED W/ 10d
TRUSSES @ 24" OIC,
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
ANCHORS AND (8) 16d NAILS
AND APPROVAL
2x WOOD FASCIA SEE
(2C) USP USC** WITH (4) 3/4"x6" WEDGE
ARCHITECTURAL 2x6
ANCHORS AND (8) 16d NAILS
SECURED W/ (2) 16d
GALV. COMMON NAILS.
IF 4 BOLTS ARE USED
MASONRY BOND BEAM
1x2 SECURED W/ 10d
MASONRY BOND BEAM ENSURE THAT CELLS ARE GROUTED
SEE SCHEDULE
A ALLOWABLE UPLIFT
= 1825 LBS (1 STRAP) (1 OR MORE PLY)
GALV. COMMON NAILS
SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
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 UPLIFT = 10223 LBS (2 WEDGE BOLTS)
REPAIR 0 F MULTIPLE
C ALLOWABLE UPLIFT = 12543 LBS (4 WEDGE BOLTS)
TYPICAL
TRUSS/
TYPICAL ROOF
MISPLACED EMBEDDED TRUSS ANCHOR
1a 1b 1c GIRDER
CONNECTOR(S) SGBLE 3/4"=''-°"
2a 2b 2c
GIRDER CONNECTORS) SCALE 3/4"=1'-0"
SCALE 3/4"=,'-0"
(2) 2X4 No.2 SYP DIAL. —
2x4 BLOCKING BETWEEN
3/4" T & G SUBFLOOR GLUED AND
BRACE W/ (3) 12d @ EA.
TRUSS (DIAG. BRACE TO
TRUSSES WHERE
SCREWED AS PER SCHEDULE
COVER 5 TRUSSES )
X-BRACING IS PRESENT AT
4'-0" O.C. (AT SHEATHING
LSTA12 20 GAUGE
SEAMS)
W/ 10dxl/2 HPG COMMON NAILS.
0'-0" TO 30'-0" (1) "X" BRACE
@ EACH END TOTAL OF 10
6'-0" MAX
30'-1" TO 60'-0 (3) "X" BRACE
"X"
SECURE 2x8 PT. PLATE
PER ELEVATION
FLOOR
SEE PLAN
1) BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY
TO BLK W/
ANCHOR 80L DIA.
T W/ 2"
GIRDER
v FOR LOCATION
FROM CENTER TO END.
WASHER SET IN HIGH
2x WOOD FASCIA,
STRENGTH EPDXY 6"
SEE ARCHITECTURAL
MIN. EMBED. AT 32" OC
K
1x4 DIAGONAL
MAX.
PER ELEVATION
BTM. CHORD
PRE-ENG GABLE TRUSS
SECURE GABLE TO 2x8
v� r-
�
BRACING, SEE
P.T. PLATE W/ 12d's 8"
PRE-ENG FLOOR TRUSS
PLAN FOR LOCATION
STIFFBACK (AS PER
O.C. MAX
5/8" GYPSUM BOARD OR 1/2" HIGH
co )d
MAY NOT BE
REQUIRED
TRUSS ENG) _
STRENGTH CLG. BOARD
iv `7 a
(2) 1 d's @ EACH TRUSS
TO BE INSTALLED @
SECURE TRUSS TO TOP PLATE w/ (2)
10'-0" O.C. MAX.
16d TOENAILS
BTM. CHORD OF
WOOD ROOF TRUSSES
HTT4 W/ 5/8" A.B. WITH
DOUBLE TOP PLATE
MIN. 7" EMBEDMENT
TO SLAB & (20) 16d x
174
SEE SCHEDULE FOR
2x4 OR 2x6 WOOD BEARING
2-1/2" NAILS TO POST.,
BOND BEAM REQ.
WALL W/ SYP No 2 STUDS SEE
POST TO SIT DIRECTLY
PLANS FOR SPACING. SINGLE
ON SLAB
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
1x4 BTM. CHORD
END WALL OR OTHER
PROVIDE BLOCKING
-^^'
BRACING 6-0" O/C
END TYPE CONDITION, IF
2" GYP. WL. BD.
a
°
MAX., SECURED W/
DEPICTED SEE PLAN
a
(2) 10d COMMON
• a • °_,
NAILS AT EACH
BTM. CHORD BRACING
BLOCK WALL W/ GABLE
END
CHORD
INTERSECTION TYP. 6
SCALE:3/4"=1'-0"
% PRE-ENG D TRUSS
SCALE:3/4"=1'-a'
GIRDER/WOOD POST CONNECTIONS
5
°
SCALE: 3/4"=1'-0"
SEDGE CENTRAL
FLOOR TRUSS CONNECTION @ L.B.W.
4 SCALE: 3/4"=V-0"
(NO UPLIFT)
SPACING SPACING
TRUSq BRG. OR BTM.
SEE SEE
CHEDUL SCHEDULE SEE FRAMIiNNG P7 LAN
6" 7"
7" le 6" K v 7" 7" 5" 5" S'
O
t O O O O ii i+ O O ri i4 O
SEE SCHEDULE FOR BOLT
SIZE SEE LEDGER SCHEDULE w
THE USE OF ALTERNATE MATERIALS
MAY BE
NOTCH DEPTH 1/4*D
5 1/2" MIN. EMBED. (TYP)
USED SO LONG AS THEY CONFORM TO THE
HOLE EDGE >5/8"
1. ENSURE THAT EXP. BOLT�c� ARE PLACED INTO
FOLLOWING
I'
HOLE DIAMETER
GROUTED CELLS, 8" ALL AROUND BOLT.
< 2/5*D SGL. STUD
00 z_ 2. ALL BOLTS TO HAVE WASHERS
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
OUTER 1/3 OF
2 3. EXP. BOLTS SHOULD NOT BE ANY CLOSER
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
SPAN ONLY
D1E C A B
Z_ 4HNN EUOOF HILTI PAPS, 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.
00 SCREWS (TAPCONS) MAY BE USED, SAME
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS, FL#17232
SPACING REQUIREMENT.
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT
TO
B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"` USP WEDGE -BOLT, 5" MIN.
(2) _ PT
A USP RT16A FL#17236 OR LUGT2 FL#17240 ROOF TRUSSES ARE SUBJECT
TO UPLIFT F1
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) 3/41" USP WEDGE -BOLT, 5" MIN.
0111, EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232
110 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*D CDBL. 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: 3/4"=1'-0"
STUD NOTCHING
( ) ( )
AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES.
11 '°`LTERNATE MATERIALS
AND BORING LIMITS WOSCALE 3/4"=1'-0"
10 OD LEDGER DETAIL
8 SCALE: 1 1 /2"=1'-0" I mmomm)
SCALE: 3/4"=1'-0"
LEDGER SCHEDULE
MARK
SIZE
BOLT SIZE
5' EDGE SPACING
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
1/2"
8" O/C
16" O/C
D
DOUBLE 2x,0
3/4"
8" O/C
24" O/C
E
DOUBLE 2x10
3/4"
6" O/C
16" O/C
F
DOUBLE 2x12
3/4"
6" O/C
12" O/C
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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4
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IU13DIV. & LOT:
CREEKSIDE
LOT #40
PROJECT#
04321.000 040R1
MODEL•
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
L60 MPH EXP.0 C
ARCHITECT -
STATE OF FLORDA
1018
05 /31
SCALE.: 1/4"=1'-0" 1
S3.1A
File Copy
2x4 STRONGBACK SECURED TO
EACH TRUSS W/ (3) 16d COMMON
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYPICALLY 10'-0" BUT REFER TO
TRUSS ENGINEERING
I��iZr]:i�Ix�P.1
2x6 PT TERMINATION J
BLOCKING SECURED TO WALL.
W/ (6) 3/16" ° x 4 TAPCONS
2x4 STRONGBACK,
FLOOR BRACING
DBL PT 2x6 BLK'NG BETWEEN
TRUSSES W/ 10d @ 3" O.C. 1 ST PLY
INTO LEDGER AND 10d @ 3" O.C.
STAGGERED UPPER PLY INTO 2x6
BELOW
8" CMU WALL—
REINF PER PLAN
TI ON
6Y�7fl��[t7LlI�IG!W
#8 WOOD SCREWS
x 2" LONG @ 3" O.C.;
STAGGERED OFF
CENTERLINE OFF 2x6;
3/4" AS SHOWN
DBL 2X8 LEDGER
TO CMU W/ 1/2" EXP. BOLT
AT 16" O.C. AND 8" FROM
END W/ MIN 5-1/2" EMBED.
FLOOR DECK
USP LFTA6 W/ (16) 8d
COMMON NAILS, EACH
END EVERY STUD OR ON
EACH END OF "BUNDLE"
OF STUDS
PLYWOOD FLOOR
SHEATHING
FLOOR TRUSS OR
GIRDER TRUSS
USP LFTA6 W/
(16) 8d COMMON NAILS
EACH END
FL#17244
vvPLATE STRAPS W/ 10d x 1
1/2" HDG NAILS FL#17239
WALL / FLOOR FRAMING,
TRUSS PARALLEL TO WALL
SUALE: 3/4"=
111 FLOOR DECI
} 2x4 BLOCKING @ EA. BRACE
/II TOENAIL INTO TRUSS W/ (4) 16
II = NAILS @ EA. ENI
Irl 2x4 BRACE @ 48" O.0 w/ (5) 12
NAILS @ EA. ENI
111 8d RING SHANK NAILS @ 4" O.C. MA:
. INTO BLOCKIN(
3/4"
NAILING PATTERN
Y I 24" MA PRE-ENGINEEREE) WOOD
2x4 P.T. CEILING FLOOR TRUSSES (SEE
NAILER W/ FRAMING PLAN)
MASONRY NAILS
@1z"o.c. REPAIR DETAIL IF
1X2FIRE-STQP LEDGER INSTALLED TOO LOW
AT TRUSSES PARALLEL
5 TO EXTERIOR WALL
SCALE: 3/4"=1'-0"
2X4 DIAGONAL BTM`
BRACING. SEE PLAN
LOCATION
SECURE 2x8 PT. PLATE TO BLK
W/ 1/2" DIA. ANCHOR BOLT W/ 2"
WASHER SET IN HIGH
STRENGTH EPDXY 6" MIN.
EMBED. AT 32" OC MAX.
SECURE GABLE TO 2x8 P.T.
PLATE W/ 12d's 8" O.C. MAX
PRE-EW GABLE TRUSS-
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'-C" O.C. (AT
SHEATHING SEAMS) (BLOCKING
NOT SHOWN FOR CLARITY)
01
PRE-ENGINEERED WOO[
FLOOR TRUSSES (SEI
FRAMING PLAN
USP HTA16 @ 32" O.0
MAX.
(VERIFY W/ TRUSS
PLAN)FL#17680
0
CONC.POURED
LINTEL COURSE
CONT. 2x4 SEI'
TRUSS TO BE I
PRE-ENG'D
DBL PT 2x6 BLK'NG BETWEEN
TRUSSES W/ 10d @ 3" O.C. 1ST PLY
INTO LEDGER AND 10d @ 3" O.C.
STAGGERED UPPER PLY INTO 2x6
BELOW
8" CMU WALL—
REINF PER PLAN
z
W O=
O 0�2Q
O--Z
m �—
#8 WOOD SCREWS
x 2" LONG @ 3" O.C.;
STAGGERED OFF
CENTERLINE OFF 2x6;
3/4" AS SHOWN
USP A3 EA.
TRUSS
1/4"
+11
NI
NAILING PATTERN
`PRE-ENGINEERED WOOD
1X2 FIRE -STOP I FLOOR TRUSSES (SEE
LDBL 2X LEDGER FRAMING PLAN)
SEE SCHEDULE
SECTION DETAIL
AT TRUSSES BEARING
3 ON EXTERIOR WALL
SCALE: 3/4"=1'-0"
2x STUDS PER PLANS
2x4 CONT. W/ (8) 16d NAILS
@ TOP OF FLR TRUSS
(TOP 2X4 SUPPORTS BT.
PLATE OF 2ND FLR)
FLOOR DECK
2x6 CONT. W/ (8) 16d NAILS
@ BT. OF FLOOR TRUSS
(BT. 2X6 IS FOR WALL
SHEATHING NAILER)
1X2 FIRE -STOP
/-.000
PRE-ENGINEERED WOOD
TE:
JCTURAL SHEATHING
T NOT BREAK WITHIN
MIN. FROM 2ND. FLR.
MAX
FLOOR TRUSSE; (SEE
FRAMING PLAN)
R SEE SCHEDULE FOR USP HTA16 @ [-VERY
BOND BEAM REQ. TRUSS (VERIFY W/
TRUSS PLAN)
FL#17680
SECTION DETAIL
AT PARALLEL / PERPENDICULAR
PRE-ENG FLOOR TRUSSES
C 24" O.C.
FOR STRAPPING
VERIFY
W/ TRUSS PLAN
W/ (2) 10d's @ EACH
4,ED @ 10'-0" O.0 MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS Cad CMU WALL
SCALE: 3/4"=1'-0"
STRAP TRUSS TO PL.
SEE SCHED. BELOW
TRUSS TO TOP PLATE
A - USP MTW-12 U < 1195 LBS
WI (14) 10d GALV. COMMON
NAI LS.
B - (2)USP MTW-12 U < 2390
LBS W/ (14) 10d GALV.
COMMON NAILS EA,
USP SPTH4 OR SPTH6 BTM
AND TOP PLATE ANCHORS W/
10d x 1 1/2" COMMON NAILS
FILL ALL HOLES, DO NOT USE
10dx3"
�l
a
4
a
• a
�
PRE-ENG ROOT` TRUSS
5/8" GYPSUM BOARD OR 1/2" HIGH
STRENGTH CL6. BOARD
SECURE TRUSt> TO TOP PLATE w/ (2)
16d TOENAILS
DOUBLE TOP PLATE
2x4 OR 2x6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
1/2" GYP. WL. BD.
SECURE BT. PLATE TO SLAB W/
1/2"x9" WEDGE ANCHOR W/ 2"
WASHER SET IN HIGH STRENGTH
EPDXY 5-1/2" EMBED. MIN. @ 16"
OC MAX.
9a�9b�TRUSS CONNECTION @ L.B.W.
SCALE: 3/4"=1'-0"
8" CMU WALL—
REINF PER PLAN
u �z
z
m OO
o Q<
z xt w
cq O
2x4 P.T. CEILING
NAILER W/
MASONRY NAILS
@ 12" O.C.
1X2 FIRE-STOP-
DBL PT 2x6 BLK'NG BETWEEN
TRUSSES W/ 10d @ 3" O.C. 1 ST PLY
INTO LEDGER AND 10d @ 3" O.C.
STAGGERED UPPER PLY INTO 2x6
BELOW
8" CMU WALL
—
REINF PER PLAN
PER ELEVATION
!k
CONCRETE BEAM- —
SEE BEAM SCHEDULE
FOR BEAM
INFORMATION
24" A
SE
RE -EN
44/46 SYP NO.
WOOD POST TC
SLAB.SEE
SCHEDULE
BELOW FOR
CONNECTION —
FL#17239
*o
10a 10b 10c TRUSS/V'
TRUSS TO POST CONNECTION
A - USP MTW-12 U < 1195 LBS W/ (1,
B - USP HTW-20 U < 2045 LBS W/ (21
C - USP MUGT/PHD4A U < 3715 LBS
COMMON NAILS TOP, (6) 10d GALV.
COMMON NAILS BACK, (1) 5/8` A.T.
SCREWS TO POST FL#17240/FL#17:
POST TO SLAB CONNECTION
A&B - USP PAU44 POST BASE <U:2,
USP PAU46 POST BASE <U:2,26E
C - USP HTT4 POST ON SLAB <U:4,.
& (20) 16d x 2-1/2" NAILS TO POS
38'-8"
10'-4"
11'-8" 8'-4"
8'-4"
0
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4
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2.1
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10'-0-3/4"
TOP OF DECK
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T-0"
T-0"
3'_4" T_4" 9'-8"
4'_4"
17'-4"
21'4"
38'-8"
SECOND
FLOOR PLAN
SCALE: 1/4 = 1'-0"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
l AA #: 0003325
F
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SVHDIV. 8e LOT:
CREEKSIDE
LOT #40
PROJECT#
04321.000 040R1
MODEL:
4EGB
"GALEN"
C;AitAGE SVrMG:
RIGHT
PAGE:
SECOND
FLOOR
PLAN
60 MPH EXP.
ARCHrrECT-
STATE OF FLOPoDA
MAY . n
05/31
SCALE: 1/4"=1'-0"
SHEET
_ �I
'. le Copy