HomeMy WebLinkAboutBUILDING PLAN PAGE 16-30Buildine 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. 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, 113/4" 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)
Ply Gem
Ply Gem 1500
FL16103.1 R9
Non Impact
@ head. 1 1/4" embedment. Two additional tapcons
midspan and one at lowerframe required vertically each
side. Install per manufacturers recommended
requirements.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 14" o/c atjamb, 10" @ head. 11/4" 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" 0/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-R10
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.
more
(+45) / (-50)
panel MFG.
24 GAGE
FL16293-R2
edge distance, 12" o/c max. spacing. Can be headed screw
span or
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
L AA #: 0003325
E"
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LOT 45
PROJECT
04321.06 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
PRODUCT
APPROVALS
60 MPH EXP. C
ARCHTECT-
STATE OF FLOM
05/24/18
' SCALE: 1/401
=1'-019
'
SHEET
MKI
File Copy
NOTE: NOTE: NOTE:
IF ZIP SI-IEATPING SYSTEM 15 APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM 15
INSTA ED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE 6'
S' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE
MANUF tURERS MANUFACTUREZONTAL LAPS.RS 4•
IP MATERIAL) OVER
NSTALL ION PROCEDURES ALL ENDS)SEAMS NEED ITC BE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPPROVE"D WOUSE WRAP
WITH FORTIBER SHEATHNG TAPE FLASHING TO E
/ \ I' OR LESS PIPE
PREFORMED CONTROL JO T i �' THI GOAT CEMENT PENETRATION FL S' SE -ADHERING MEMBRANE
FLASH (GOMPAtIBLE W/ HOUSE
/ \ PLAS WRAP SEL ADHERING P1EMIBOVERA4dJxE ,
FLANGE OF CONTROL JOINTS / \
BE WIRED TIED TO LATH • 9' \ WRB AYER 02, POW F15ER FL wa OVER APPROVED
O.C. MAX (VERT.). NOTE: DO BU ING PAPER SE WRAP.
NOT FASTEN C0NTIWL JOINT TO / MIN LAP METAL LATH \ EXTEND ONTO FIFE
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH
V LEG MAY BE USED TO TEMP. FASTENED all (VERT-) O.C. MAX X X X I
SECURE CONTROL JOINT AT SUPPORTS X X X —
DURING INSTALLATION WRB LAYER h, CUT AND OVERLAP ONE SIDE OF
FASTENERS TO BE SPACED STUCCO WRAP METAL LATH SELF -ADHERING MEMBRANE
FLASHING CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
• T' Or, MAX VERTICALLY WOOD SHEATHING / `STEP "I `� FLASHING
OR ZIP SHEATHING WR
' THICK, 3 COAT CEMENT WRS LAYER h,
SYSTEMTEMNOT LED / B LAYER STUCCO WRAP
I SYSTEM PER � �/ 8T11GG0 WRAPP PLASTER
r . _ MAIyLIF, S . Co.) METAL LATH
4' MIN PAPER LAP BELOW ONLY c /
WIRES LAYER '2, FOR1 IFU3ER WRB LAYER 02, FORTIFIBER WRB LAYER 4, FORTIFIBER
// BUILDING PAPER MA BUILDING PAPER
LATH SHALL
BE CONTINUOUS
THROUGH CONT
JOINTS BUT SH
BE STOPPED AA
BUILDING PAPER S'xS' SELF -ADHERING MEMBRANE
\ — / STUCCO WRAP FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED
WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP.
OR 1/I6' ZIP SHEATHING REQUIRED TO SECURE FLASHING TO t=XTEN D ONTO PIPE
8Y8TEr1 (INSTALLED PER PIPE/ WIRE TO FRAMING M SPECSJ 4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
TIED AT EACH SIDE. IDE 2X4 BLOCKING r MIN LA FLASHING TO EXTEND ONTO PIPE
PER AS1M C10S9 D FLAT MAX. S' TO 8' LA LL
T.10.14 CONTROL JOINT WHEN ALL LP A
\ / NOTES CON L JOINT FALLS ON 2 APER LAP %w coNT• BEAD of SEALANT
S RAL STUD SCALE: 1 1/2'=r-0'
I. FASTENERS FOR LATH TO BE NAI OR / NSTALL APPROVED HOUSEWRAP AIR
STAPLES IN COMPLIANCE W/ AS G10S3 ILTRATION BARRIER OVER
2. WIRE TIES TO BE (NO. 18) 0.04 ' WIRE / J ATHING
BLOCKING SHOWN MAY HE A T \ G.V. F SW RIC r-OATING
TYP WALL OVER
SION) TUCCO/
TO WALL STUDS REQUIRED PLAN LAN
VERTICAL LATH
& PAPER DETAIL
d TUDS SECTION ION Exterior SE ION hing and 3.7
asterin
NOTE: SHEATH ,= Exterior use of p land cement plaster
SIDE LAPS OF METAL OR T/]`' ZIP SHEATHING SYS ri shall comply with t application
PLASTER BASES SHALL (INSTALLED PER MANUF. SPEGB) a requirements of AST C 926r12A.
BE SECURED TO BUILDING ll comply with ASTM r. NOTE:
('' MD IF ZIP S EATHING SYSTEM I$ Installation of exterior Sat g and framing
sha6312A.
„ „ INSTALLED, PLEASE SEEE: FRAMING MEMBERS. F' R �; LAP
M TYPE CONTROL JOINT THEY SHALL BE TIED �:
BETWEEN SUPPORTS
WITH 00415-IN. (I21-MM) STUCCO 1 V LAP • LATH MANUFACTURERS
WIRE AT INTERVALS NOT 11 3' LAP • PAPER INSTALLATION PROCEDURES
MORE THAN 9' (229-MM).
AS PERAST,Tcl063 3��ITI= NETR,4TfON D T)4 L ( R�ti�ElL FOLD INWARD • Pr. A L FOLD INWAIRD • Pr. a Tb.l.2. CREASE • PT. B® 4 KICKOUT FHORIZONTAL LATH.eJ.
FOR REPAIR OF TEARS
DETAIL IN WB LAYERS' TEARS
MAY BE PATCHED & PAPER DETAIL
WA 0USE WRAP TAPE
PER MANUF. SPEC. OR
FOLD PEEL 4 STICK
• 45,
® 1/16' ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF, SPECS.) OR
F" SWIARP • ® LFOLD MARD • Pr. A WOOOOO LAYER
OR CMU
- J 152. CREASE • Pr. M
2. CREASE • PT. B
3. GREASE • Pr. c STUCCO WRAP (FRAME: ONLY)
3. CREASE • M. C
11 POLO Pt. C OVER Pr.
BBOTTTOM PLaNW
THICK, 3 COAT CEMENT
PLASTER (FRAME:), 1/2' 2 COAT II CEMENT PLASTER (GMU) LEGENJLJ
METAL LATH (FRAME: ONLY)7-7
°.
® ® ® LAP WRB t TAPE OVER DRAINAGE FL/ANE (WRS
• Tt• BOTTOM ROOF/WALL SCREED
NOTE: RAND SSEEALF 22 LA`rER 11, STUCCO WRAF)
IF ZIP SHEATHING SYSTEM 15
THICK. 3 COAT CEMENT z 5'X5' "L' TYPE: CONTINUOUS
INSTALLED, PLEASE SEE PLASTER (fRN E), la' 2 coAr � GALV. METAL FLASHING WRB LAYER *2 (1=ORT 11=15E R — ......
— —
MANUFACTURERS CW-MT PLASTER (CM) (NAIL TO ROOF PECK, NOT
INSTALLATION PROCEDURES WRB LAYER a, FORTIPIBER 1n � �1.1 I L D INCH 1'',4�� R�
BUILDING PAPER(HWIE ONLY) WALL SHEATHING)
WRB
--CAP SHINGLE: - DO NOT NAIL, 1'IETAL LATH X X X X
'•rite*y. INSTALL WITH ROOF CEMENT
LAP LAYERS OF GMiIMM YIRAI'
OVER NAILING FLA43E. STOP
Y WRB 11P ABOVE
• STUCCO °
a°
w Revue OR CM
• ExTTERtoR
— A ROOF CEMENT
" es WALLFLASHIrG ROOF PER ELEVATIONS WOOD SHEATHING
OR 111 o" ZIP SHEATHING SYSTEM
KICK-�+M(ME b� �, � (INSTALLED PER MANUF. SPECS.)
DETAINOTE: 5ELF—ADHE51VE FLASHING — — — — — —
IF ZIP SHEATHING SYSTEM IS NOTE
INSTALLED, PLEASE SEE
MANUFACTURERS 1 IET,AL LATH: LATH TO 5E PER SECTION
FELT uaDWATER TIGHT eEAL (SEND OR ERLaYMENr INSTALLATION PROCEDURES
—
eOUMM DO NOT R103.—I.1 / ,4ST1"I G—B �—O9, i"IIN. 2.rJ LDS.
SHINGLE ROOFING � BIWAU OTTOM rOOMM OF ROOF a
DRIP . OVERLAP 9',
WALL INTERSECTIONS PER SSQ.YrARD (UTILITY OR N01" I1NAL
EDGE
EMEND IV*, BELOW
"L"
7L2 )
FG, MEOHANIGALI.Y FASCIA WRAP
FASTENSTEN4' OG. MAX. FLASHING LATH DOES NOT t' IEET 5PEC11=1C,AT1ON5 (: ) �
N.T.S.
r
Wj A4
C&
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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SU13I) So LOT:
CREEKSIDE
LOT 45
PROJECT
04321.000 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
AFiCHITECr:
STATE OF FLONDA
05/24/18
i SCALE: 1/4"=1'-0"
SHEET
File Ili ,�
IF ZIP EATHING SYSTEM IS
INSTALL , PLEASE SEE
MANUFAC IRSINSTALLATI PROCEDURES
BACKER ROD
WRB LAYER 01,
STUCCO WRAP
S'
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVE
TOP, SIDE(S) AND BOTt
FLANGES OF NON-MOV LE
FRAME OF THE EXHAU
VENT CAP IS TO AE SET IN BED
OF SEALANT KATOP ANDSIDE Y.LANT IS TO BE
r
O DEFLECT
FROM JOINTS.
L AROUND
SEALANT ALL
NTERSECTIONS
ANT AT PERIMETER OF
ALLE FRAME AND STUCCO
S,Ya' CAULKING ® JOINT
ND
PER SECTION R703.7
Exterior lathing and plastering
Exterior use of portland cement plaster
\nstuallation
hall comply with the application
qirements of ASTM C 926-12A.
of exterior lathing and framing
all comply with ASTM C 1063-12A.
HOODED NeENT
i' THICK, 3 T CEMENT
PLASTER
METAL LATH
WRB LAYER 022, ISE
BUILDING PAPER
WOOD SHEATHING
,WRB LAYER *I,
STUCCO WRAIP
UIRB LAYER n,
BUILDING PAID
CASING BEAD
SED BAND
TO
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
ScRATEC}I COAT
W/STONE VENEER `
(FRAME TO BLOCK
LEGEND
DRAINAGE PLANE (LURE
LAVER 01, STUCCO UJRAP)
WRB LATER *2 (FORTIFI5ER — — — —
BUILDING 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 RE PER SECTION
R1031.1 / ASTM C-841-0S, MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH —
WALL
l
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'OUICK FLASH'
ELEC. METER FIELD
VERIFY LOCATION
STUCCO
FINISH
6" SELF ADHESIVE
OVER TOP < SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT tv
TOP 4 SIDES
1J000 CONSTRIL
1/16' ZIP SHEATHING
(INSTALLED PER MA
WOOD SHEATH'
WRB 1..AT%R
SPECS.) OR
:R 02, FORTIFIBER
PAPER
THICK, 3 COAT CEMENT
ASTER
VENT ( BLOCK) S TO Ye" MID -WALL
WESP SCREED
6" S\ELF4E
FLA
WOO
F— WAL'� $
HO IZONTAL WEED
FRAME TO FRAME
NOTE:
(?
IFZIP SHEATHING SYSTEM IS INSTALLEPLASE SEE
D,
NSTALLA IONMANUFACTUREPROGEDURESRS
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
VENT PENETRATION
1 i SCALE: N.T.S.
AREA TO RECEIVE
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL RP IOR TO
ELEC. METER INSTALLATION
'ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
"1 " ctI IP-"- I ')R SIMILAR)
APPLY A SILICON
5A5E 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
WRB LAYER 01,
STUCCO UJRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH TWA'
NO MEMBRANE
ENTERS BOX,
APPLY TO FAc
EDGE
APPLY E-Z BEAI
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE:
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
5TE F '*1
5T P *
•o•o•o
1/16' ZIP SHEATHING S STEM
ONSTALLED MR MAKUF. SPECS.) OR
"R 02, FORTIF15ER
* PAPER
LATH
FASTEN TO WOOD STRUCTURAL
MEMBER • 1' O.C. MAX
e' cMu
lg' TO J4' MID -WALL
WIDE STRIP SELF
HESIVE FLASHING, CLEAN
SONRY BEFORE APPLYING
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-AIDHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRBLAYER
"1
APPLY 60 MIN -
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
5TF #2
WRB LAYER "I,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
WRE3 LAYER "2, FORTIFIBER
BUILDING PAPER
5TEP #4
ELASTOMERIC
COATING OVER
STUCCO/ G.V. 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
v
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SUHDN de LOT:
CREEKSIDE
LOT 45
PROJECT
04321.00 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. JC
ARCHITECT
STATE OF FLOPoDA
PRINT
DATE: 05/24/18
SCALE: 1/4"=1'-0"
SHEET
File COPY--
WOOD SHEATHING
WRB LAYER "/MENT
STUCCO WRA
WOOD WRB LAYER 0
CONSTRUCTION BUILDING PA
-'4 HAT CHANWEL THICK 3 CO
Wl%s TYPE 'X' DRYWAL PLASTER
6' SAP. ® TOPD
TO SHWA%INGCREED
WOOD SHEATHING(
WRS LAYER "I,
STUCCO WRAP
THICK, 3 COAT CEMENT
i
STER —
�� 6' SELF-ADHEREING
AM66AWFWC-1W CUSTOMCASING
r FLASHING WRAPPED
�`.�
i
, p TOP OF WEEP SCREED
/�
` TO SHEATHING BELOW
WR5 LAYER 01,
x
.` \ STUCCO WRAP
-
WRB LAYER 02, FORTIFIE
I BUILDING PAPER
--
-'
i
6' SELF-ADHEREING
WR5 LAYER 01,
/ FLASHING WRAPPED
STUCCO WRAP ` �v
w CORNER OF CANTILEVER
'
IN
4' S tl-WFWC-1W
AMIGO AM66`.�
CUSTOM CASING BEAD `.
1 2
\\ ~
I
(SHOWN CLARIFICATION OF
NOTE:
SEPARA ACCESSORIES ONLY)
IF ZIP SHEATHIN SYSTEM 15
AS ING BEAD
INSTALLED, PLEA SEE
DTL. ® CANT.
MANUFACTURERS
10A
F
INSTALLATION PRO( URES
SCALE: 1 1/2'- 1'-0'
NOTE;
METAL LATH: LA714 TO BE PER SEGTI
R103.1.I / ASTM G-841-09, MIN. 2.5 S.
PER SQ. YARD (UTILITY OR NOM AL
LA`�CI-I DOES NOT MEET SFECIF ATIONS)
NOTE:
Y OD CONSTRUCTION
IF ZIP SHEAt
ING SY IS
INSTALLED,
EASE eE
MANUFACTU
RS
WEATHER RESISTIVE
INStALLATI
PFiOGE RE S
3/4 RESILI 7
BARRIER 01
WEATHER RESISTIVE
HAT CHANNEL
BARRIER 02
v A A
CHICK, 3 COAT CEMENT
ASTER
5/8' tY6�E WALL
METAL LATH
COAT CEMENT
11D DRIP EDGE
INSTALLATION
IF z( HE HINDSYSTEM Is
INSTALL PLEASE r
MANUACt RSINSTALLATI EREs
5/8' TYPE 'X' DRYWALL
W/tEXTURED t PAINT
FINISH
J' THICK, 3 COATICPNEN
PLASTER
3
(SHOWN FOR CLARIFICATII
SEPARATE ACCESSORIES
WOOD CONSTRUCTTON
R
;''THICK, 3 COAT CEMENT
PLASTER
MMEE�TjApLgLAATP ��N�
�F 911 ' Z(F''SI�ATHIAG. SYSTEM
�?Lft
(SHOWN FOR
SEPARATE <
OF
4LY)
J
EXT.
WALL
PRE-ENG'D I S£
WEATHER RESIStI
BARRIER
WEATHER RESISTIVE
BARRIER 02
ii' THICK, 3 COAT CEMEN'
PLASTER
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN
WEEP SCREED
e
(SHOWN FOR
SEPARATE Ai
EXTERIOR GRADE
PRY WALL
' THICK, 3 COAT GEME
PLASTER
VINYL CORNER BEAD
' DACANTILEVER DR
EDGE
LEGEND
DRAINAGE PLANE (UJR5
LATER 1*1, STUCCO WRAP)
III�R I 11Y�=1? 00)
- RUILDING PAPER)
METAL LATH x x x x
STUCCO
WOOD SNEATkNC K11111�,,
OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
5EL1=—ADI4E5IVE FLA5PING
FINISH LAYER l2 LAYER 3' T L 26 CsA. GA
EL a STICK) METAL DRI1.
P ED
SET IN FULL OF
6' EL a SEALANT, �'
STI ®DRIP SPACE F Fxc*
IP
ED O FACE TOT
DECK - __
Ya' G FOR BACKER
I )6'XI -'a' Pt. SIMULATED00
RO a SEALANT
WOOD (TREX) LER INYL CASING A
CONTINUOUS
WATER PROOFING I t WEATHER RESISTIVE
LAYER (2 LAYER L t BARRIER 01
STICK) WRAPPED F WEATHER RESISTIVE
BALCONY DECK TO BARRIER 02
CANTILEVER ARM /
6' PEEL a STICK m ' DECK MEMBRANE,
DRIP EDGE TO DECK EXTEND OVER DRIP
SUB FLOOR EDGE
®® 3' X 3' 26 GA, GAL V.
METAL DRIP EDGE
SET IN RILL BED OF
Q'XI'Va' P.T. OR I A SEALANT, ,�' MIN.
WOOD (TREX) FI E SPACE FROM DRIP
CONTINUOUS FACE t0 TREX
L CASING BEAD
Ya' GAP FO I Y
ROD a SEAL W E R lPROOFINGz R PEEL a
FINISH LAYER AYER
PEEL a STICK) STIC WRAPPED FROM
3/4 RESILIEN ! 5ALC Y DECK t0
HAT C 4AN
VINYL A THICK, COAT CEMENT
vtPLASTER
METAL LAt
5/8, TYPE , DRYWALL WOOD SHEAT
W/TEXTURE a PAINTED WEATHER RESTS VE
FINISH BARRIER M
WEATHER RESISTI
THI 3 COAT CEMENT BARRIER 1*2
ALAS R 4' POSITIVE DRAIN
YPle SPADWEEP SCREED
44L CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11A EDGE INSTALLATION
2x FRAMING MEMp3ER
THICK, 3 COAT C
PLASTER f
WR5 LAYER 01,
STUCCO WRAP
D SHEATHINO
METAL TH
a .
►` WR5 LAYER ORTIFIBER
COLUMN SHEATWIWx
WEARIER RESISTIVE
� I
BARRIER M
WEATHER RESISTIVE
BARRIER "2
6' SAP. \
PEEL a STICK
I X2 x3' 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
IV X 3' 26 GA. GALV
METAL DRIP EDGE
Ya' GAP FOR BACKER
SET IN FULL BED OF
ROD a SEALANT
SEALANT,' M
SPACE F RI
FACE TO
VINYL CASING BEAD
000
WATER PROOFING lot
LAYER (2 LAYER PEEL '
a STICK)
awerroK
""m
PEEL
a ICK
SUB FLU R
WOOD SHEATHING
WR5 LAYER xl, —
STUCCO WRAP
WRB LAYER 02, ORT
BUILDING PAPS
METAL LATH
i' THICK, 3 COAT CEt
PLASTER
6'SELF—ADHERING
FLASHING
DRIP CAP
BUILDING PAPE WINDOW FLANGE
ORNER BEAD @) FRA
2 1/2"
1 A RICORNER BEAD
CORNER BEAD
(FASTENER 4 SPACING O C )
CMU
THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
BLOCK
I I NOwr.R SIMUL�
WOOlk (T X) FILLER
S
Y4 FOR SEALANT
OPT ACKER ROD. —
M IFIED w
A
/4 RESILIENT
HAT CHANNEL
WEATHER RESISTIVE
BARRIER "1
WEATHER RESISTIVE
BARRIER °2
EXTERIOR COLUMN
COLUMN SHEATHING
6' SAP.
l 6'x3' 'L' FLASHING
'FULLY EMBEDDED IN
ROOF CEMENT
19 X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT,)5' MIN.
SPACE FROM DRIP
FACE TO TREX
✓INYL CASING BEAD
WATER PROOFING let
LAYER (2 LAYER PEEL a
STICK) WRAPPED FROM
BALCONY DECK TO
ANTILE VER
i' ICK, 3 COAT CEMENT
/8' TYPE 'X' DRYWALL \ �— METAL ATH
W/TEXTURED a PAINTED FINISH WOOD ATHING
J' THICK, 3 COAT CEMENT 4" POSITI RAIN
PLASTER WEEPSCREMR
O GAP IN FIELD
VINYL CORNER BEAD (SHOWN FOR CLARIPI LION OF
VINYL CASING BEAD SEPARATE AGCESSOR S ONLY
BALCONY DRIP
11C EDGE INSTALLATION ® COLUMN
(W/" L" FLASHING)
SCALE: NTS
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
i MANUFACTURERS
pia INSTALLATION PROCEDURES
`i
WOOD SHEATHING
WR5 LAYER "I,
STUCCO UJRA09
WR5 LAY 02, FORTIFIBER
5UILDIN PAPER
META ATH
i' T ICK, 3 COAT CEMENT
ASTER
WRB'LAYER
STUCG WRAP
WR5 LAY 02, ►FIBER '
BUILD IN
METAL LA
' THIG COAT CEMENT r '
PLAST
6'S LF-ADHERING 1
F SHING
DRIP CAP
WINDOW FLANGE
15B CA ING BEAD @ WINDOW
15)B
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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Ew.
4
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N
SvBDIv. ee LAT:
CREEKSIDE
LOT 45
PROJECT
04321.00 045R1
MODEL:
4EGB
"GALEN'
Gt•Al2AGFE STnNGF:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
PRINT
DATE: 05/24/18
SCALM: 1/4"=1'-0"
SHEET
WA3
File Cony
WOOOL SHEATHING
WRB LAY M,
STUCCO W
WRB LAYE:PAPER
02, TIFIBE
5.IILDING
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
6 "SELF -ADHERING
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP
WINDOW FLANGE
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD SHEATHI
WRB LAYER
STUCCO W P
PWR5 ER *2, 1=ORTIFIBER
G PAPER
LATH
CK, 3 COAT CEMENT
PLASTER
W ItLAY M,
S RA
V f Y AN
ING aEAD
RB LAYER 02, FORTIF ER
BUILDING PAPER
�
METAL LATH
`
n
•
THICK, 3 COAT CEMENT '
.
PLASTER
■
6"SELF -ADHERING
FLASHING
!�
DRIP C.
WINDOW FLANGE
CASING BEAD WINDOW
1 5r (FRAME, W/BAND)
SHEATHING
METAL LAT
WRB LAYER #I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBE
BUILDING PAPER
a" THICK, 3 COAT CEMENT
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOp SNE�
Y4" GAP TYP is THICK 3 COAT C NT
CASINCs BEAD PLASTER
IX TRIM MBER
TO TRIM METAL LATH SEALANT
m STUCCO ;
SIDING TRAN ION L ER 02, FORTIRBER t
I INCH PAPER
SIDING OD SHEATHING:
i
WINDOW FRAM
i
WRB LAYER M, WR5 LAYER M, ; —
STUCCO WRAP O Soo
STUCCO WRAP
i
CASING BEAD
6" SEL DHEREING
FLASHING PEEL 4 STICK _
SIDING TO S TUC
i
CASING BEAD -
(CROSS SECTION)
4
..
WOOD "ATHING —
WEATHER RESISTIVE
BARRIER M
THER RESISTIVE —
BA IER
FLASHIN-G� N
STARTER STRIP--
W SELF -ADHERING
FLASHIN
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER #2
I' FLASHING HERING
GALV'D METAL
W FLASHING
DO NOT CAULK OR
SEAL OPENING
X 6' SIMULATED
AD TRIM MEMBER
L GAP W/CAULKING
APPROVED SEALANT
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-64-7-09, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
YER #I,
WRAP
WOOD THING
W CO RAI WEATHER STIVE�
BARRIER "1
WEATHER RESISTI
BARRIER n
}WRS LAYER #2, FORTIF18ER XREV c�PSfDINCs
51J I L D I I G FAFE R ufo* SELF -ADHERING
I I FLASHING
ME 1t AL L A It i4 STARTER STRIP00 NOT CAULK —�;
THICK, 3 COAT GE1 IENT SEAL of� OPENING
�
CEXPLODED AST
GALV,D METAL
VIEW FOR AS I ER W PLASHING _
CLARITY)
CASING BEAD @) RAISED
1 7 A BAND (FRAME)
SCALE: 1 1/2' =1' -0"
2X FRAMING:
MEMBER
\ RRIER 01 TO LAP
\ 6' MIN. ABOVE TOP
OF W FLASHING
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
/ BARRIER 02
/
�GALV'D METAL
W PLASHING
DO NOT CAULK OR
— SEAL OPENING
L'^-
I Y446' SIMULATED—� D ' rL��
u
TRIM MEMBER
E-7_ HEAD VINTL CASING
I Y' X 6' SIMULATED
lW)%- FLEXIBLE PVC
TRIM MEMBER
BACKER ROD) \ / L
' SELF -ADHERING
W SELF -ADHERING I I i I
ING
FLASHING \ i
\`\
' THI T 3ASTER i
OR A P A ING
e''
P SEALANT
WEATHER RESISTIVE '_
UEATHER SISTIVE
BARRIER M
BARRIER M
WEATHER RESIST
BARRIER 02
(u %o FLEXIBLE
BACKER ROD)
SIDING TO STUCCO
WEATHERRESr8TIVE
BARRIER 02
0 FRAME TO FRAME
TRANSITION
1( nTlA
9" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
.a
e �
/TF_/E-Z BEAD VINYL CA
(W/%' FLEXIBLE PVC
WRB LAYPR 02, FORTIFIBER
5UILDINOr PAPER
WRB LAYER CCO WRAP,
WRAPPE*I, IU
D AR ND FRAMING
MEMBER
6' L A ESIVE FLASHING
EATHING
TkTA�JHELOW EXPLODED
k )170R CLARITY
a TYPE THICK, 3 COAT CEMENT
G BEAD PLASTER
SEALANT WINDOW METAL LATH
WRB LAYER 02, FORTIFIBER
UILDING PAPER
WINDOW FRAME
�— W D SHEATHING
WRB LAYER *I;
STUCCO WRAP
(0" WIDE PEEL 4 STIC
OVER FLANGE
)OW FLANGE
E-Z BEAD VINYL CASING
2X FRAMING (UJ/3�e" FLEXIBLE PVC BAC
MEMBER #APPLY FULL BED OF SEALANT D
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
LEGEND
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING: K111111,
OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUR SPECS.)
SELF-ADHESIVE FLASHING
ROD)
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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9VHDIV: 6e LOT:
CREEKSIDE
LOT 45
PROJECT
04321.00 045R1
MODEL:
4EGB
"GALEN"
GARAGE S Yrn*TG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
PRINT 05 24 18
DATE. /
SCALE: 1/4 v1=11- 0"
SIR
File. Copy
CUT HOUSEM
AT 45' ANGLE
MODIFIED 11, CUT
IN HOUSEWRAP
LINE OF t
OPENING
T'
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WO STUD WALL
STEP 1
INSTALL b'
SELF -ADHERING
FLASHING OVER
NAILING FLANGE AT
JAMES
EXTEND FLASHING MIN
I' BELOW SILL
FLEXIBLE FLASHING
DO NOT SEAL BOTTOM
FIN
STEP 6
TEMPORARILY —
FOLD -UP 4 SECURE
HOUSEWRAP(OR
TUCK FLAP UNDER)
at HEAD
FOLD RCAMEMIRAP'
IN AT JAHM 4 SILL
SLOPE SILL RD. TO EXTERIOR
INSTALL b'
SELF -ADHERING
FLASHING OVER
VINYL HEAD
FLASHING (WITH END
DAMS) NAILING
FLANGE
EXTEND
BEYOND JAMB
FLASHING
INSTALL VINYL
CAP
STEP 2
STEP 7
ALIGN FLASHWx
IU/ INT. EDGE OF
SILL RO.
MECHANICALLY
FASTEN FANNED
EDOES.(CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXLLRAP AS T4
FLASHING AT THE
Ia7�f7
4
�mul'
1PPLY 46' NOM.—
:ONTIN000S BEAD
)F SEALANT AT
AMBS AND HEAD o
kPPLY TO BACK OF
JINDOUJ NAILMKs
LANCE IN LINE W/
'RE -PUNCHED
TOLES OR SLOTS.
INSTALL W UkDE ADHESIVE —
BACKED FLEXIBLE FLASHING
MATERIAL OVER DRIP CAP
JOINT(PROTEGTO-WRAP
BT-20XL or EQUIV)
WINDOW FLASHING
INSTALLATION DETAILS
FULL WRAP
SCALE: NTS
TEP 4
STEP 9
NOTE:
IF Z 1 f SHE ATH f NGz 5�5T 1� 15 INSTALLED,
f=L A6 SEE 1�1ANUFACTUfRS INSTALLATION
F®CU'5
INSTALL WINOC
PLUMB, LEVEL
AND SQUARE I
MEMBRANE
FLASHING
OVER JOINT
STEP 5
T IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF -ADHERING
FLASHING: MATERIALS USED DURING CONSTRJCTICK
INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
SEALANTS MAY REACT ADVERSELY IF NOT
6N AND SEAL JAMB TO SILL JOINTS WITH
IISS FOLLOWING COMPLETION OF
RIOR RETROFIT WORK
NOTE:
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
JUINDOW OPENING
OF WINDOW WITH
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
E
U
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W
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4
F
ti
SUDDIV. as LOT:
CREEKSIDE
LOT 45
PROJECT
04321.00 045R1
MODEL-
4EGB
"GALEN"
GARAGE OWING:
LEFT
PAGE:
WALL ASSEMBL
DETAILS:
WINDOW
FLASHING
60 MPH EXP. C
JOY
DATE: 05/24/18
SCALE: 1 /4"=1' — 0"
SHEET
WA5
File Copy
1
\
2xro SUB-BANb
W/I "x4" NOTCH m
END, WRAPPED IN
PEEL_ E STICK
DRIP EDGE II\
-1/8" TEXTURED I \
FINISH m WOOD ► \\
1/2" TEXTURED \
FINISH m CMU \
METAL FASCIA \
WRAP Y8" FROM \
STUCCO, I" FROM \\
WOOD WALL \
EXTERIOR WALL \
(FRAME OR CMU) \\
NOTE: NOTCH FOR 2 Xro
SUB BAND ONLY
`\
t
( )ELEVATION -
METAL FASCIA WRAP
2X6 SUB
m�
Z/8, TEXTURED
FINISH m UJOOD,
1/2' TEXTURED
FINISH a CMU
AL LATH
SHEATHING
A � WRB LAYER 01,
STUCCO WRAP(FRAME ONLY)
'a
WRP+ LAYER 02, FORTIFIBER
BUILDING PAPER
(FRAME ONLY)
ROOFING CEMENT
\
\
ROOF KICK OUT REMOVED
\\ FOR CLARITY
\ ROOF DECK (BEYOND)
\\` \ DRIP EDGE, 1" OFF WALL
1zzl�z VNOT INTO STUCCO)
- I1/8" TEXTURED FINISH a
WOOD, 1/2' TEXTURED
�/ FINISH 6 CMU
2xro SUB -BAND W/I'x4" NOTCH a
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PRE-ENG'D TRUSS TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 11x4'x4' - 0'
SCABBED TO TRUSS
W/126 NAILS roil-8"
O.C. MAX.
2x SUB -BAND W/V2"x4"
NOTCH 6 END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL (9) WALL
SUB BAND DETAIL (9) 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/IY"x4' NOTCH a
END, WRAPPED IN
PEEL E STICK
*ROOF CEMENT
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
W/Wx4' NOTCH m
END, WRAPPED IN
PEEL E STICK
*ROOF CEMENT o
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. RONALD REAGAN 81
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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0
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suanrv. as LOT:
CREEKSIDE
LOT 45
PROJECT
04321.00 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
lk�60 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
05 /24/18
1 SBCAL C- 1/4" =1.-0" 1
e_C--'ET
6
File copy
9
38'-8"
164" 11 10'-0" lz 12'-4" I,
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PLACE ELEC.
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19'-8"
19'-01,
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2'-8" 16'-0" 2'4" 4'-8" 2'4" 8'-8" 2'-0"
21'-4" 17'4"
38'-8"
FOUNDATION PLAN
SCALE: 1/4 = V-0"
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE +-0'-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +-0'-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.
11.0INDICATED #5 BAR, OINDICATES #6 BAR,■INDICATES #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: Pm =
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:
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
31/2"
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
#5 IN CURB
VARIES
CWC-12X12
12"
CONTINUOUS
12"
-
(2) #5's
#5 IN CURB
VARIES
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'-011
FM-12X12
12"
CONTINUOUS
12"
(2)#5's
(+)0'-0"
F-24x24
24"
24"
12"
(2) #5's
(2) #5's
(+)01_011
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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SVHDIY. 8E LOT:
CREEKSIDE
LOT 45
PROJECT
04321.00 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
FOUNDATION
PLAN &
NOTES
60 MPH EXP.0
�TE 05/24/18
SCALE: 1/4"=1'-0"
SHEET
s l
File Copy
30"
MIN. EACH WAY
v
MONOLITHIC FOOTING
Z
v
Z
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
FT
CELL SEE PLAN FOR SIZE AND
Q d
I
CELL SEE PLAN FOR SIZE AND
Z a
SPACING REQUIREMENTS
O
SPACING REQUIREMENTS
p
Q
dr v o'er —
��
GARAGE DOOR
m U
w
p o� c
w
RECESS
m0
va
D
Q
°v r FM °
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IT a
p
8" CMU WALL
I ° 1 CORNER BARS, SAME SIZE AS BAR
0 u)
8" CMU WALL
IN FOUNDATION WITH 30" LEG EACH
U
Wtv
b
+- 0-0
IN DIRS
WAY AT ECTIONS
°I ATHE TEELERE
co
° TOP OF SLAB
TOP OF SLAB
SLL
NS
° SO THAT CONTINUOUS
c
MATCH AMOUNT OF CONTINUOUS BARS
CURB FOR
MASONRY
VARIES
°
SEE SLAB SCHEDULE
EXT. PORCH SLAB c 4" CHAMFER (I-STORY)
W/ 1/2" ISOLATION 1, 6" CHAMFER (2-STORY)
JOINT(WHERE • Le
APPLICABLE) z SEE SCHEDULE
FOR WxD, BAR SIZE
iv AND BAR QUANTITY
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
SEE SLAB SCHEDULE TOP OF GARAGE I CONTINUOUS STEEL MONOLITHIC UNITS SET
FOOTING REINFORCEMENT SEE SCHEDULE r '0' AT ELEV:
EXT. PORCH SLAB 4" CHAMFER (1-STORY) °
W/ 1/2" ISOLATION ° c ° 6" CHAMFER (2-STORY) 0-0
JOINT (WHERE • ° • EE SCHEDULE °
APPLICABLE) Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO
fV
EXTERIOR
MONO -FOOTING
EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
SCALE:
GARAGE
O
CORNER BARS DETAIL
SCALE:
SCALE: 3/4"=1'-0"
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
w
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
2x4 OR 2x6 WOOD BEARING
— PROVIDE BLOCKING
WALL W/ SYP
WALL W/ SYP No 2 STUDS SEE
LLI
0 a I
No 2 STUDS SEE PLANS FOR
SECURE BT. PLATE TO SLAB W/
PLANS FOR SPACING. SINGLE
> NEW REINF. BAR
SPACING. SINGLE BTMPLATE WEDGE ANCHOR W/ 2"
. 1/2"x9"
BTM. PLATE TO BE PT.
O o- SECURED W/ 2- PART
TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH
PROVIDE DBL. TOP PLATE
SECURE ST. PLATE TO
aEPDXY. MIN. EMBED
PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC
ilivi
SLAB W/10d MASONRY
Q 8", UNO
USP SPTH4 OR SPTH6 BTM MAX
NAIL 16" O/C STAGGERED.
Q p FOLLOW ALL MANF.
AND TOP PLATE ANCHORS W
_ a I SPECIFICATIONS FOR
U) Q
10d x 1 1/2" COMMON NAILS
= m USE AND
FILL ALL HOLES, DO NOT USE
3 1/2" DIAMETER CONC.
H o PREPARATION OF
10d x 3" w
W
FILLED STEEL PIPE
Z HOLE.
SLAB SCHEDULE
SEE SLAB SCHEDULE
a,
6x6 METAL PLATE
Lu
}
Q
4
BASE W/ 1 /2'k6"
b O
[SEE
+- 0'-0"
+- 0'-0"
ANCHOR BOLTS
�QQO
TOP OF SLAB_ c a a.
TOP OF SLAB
P
4" CHAMFER (I-STORY)4
°'
a
°.
6" CHAMFER (2-STORY)
° a
80 °
a
'r
am
EQ. EQ. SEE SCHEDULE
EQ. EQ,
SEE SCHEDULE
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
ADDING BAR TO
INTERIOR CURB FOUNDATION WOOD WALL
INTERIOR CURB FOUNDATION WOOD WALL
BOLLARD
/+
MONOLITHIC FOUNDATION
8
D SCALE:3/4"=1'-0"
(W/ UPLIFT)
SCALE:3/4"=,'-0"
(N0 UPLIFT)
5
SCALE:3/4"=1'-0"
V
SCALE:3/4"=r-o"
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
z
2x4 OR 2x6 WOOD BEARING
PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
aC d
PLANS FOR SPACING, SINGLE
SECURE BT PLATE TO
BTM. PLATE TO 8E PT.
SLAB W/10c1 MASONRY NAIL
PROVIDE DBL. TOP PLATE
16" O/C STAGGERED.
m U
W J
� d
p
8" CMU WALL
roi
+-0'-0"
POURED LINTEL CONT. (TYP.)
° TOP OF SLAB
°
'0; 8" CMU FILLED CELL (TYP.)
SEE SLAB SCHEDULE
°� c
.W r
2X WALL FRAMING
a
FF SEE SLAB SCHEDULE
1/2" DIA. USP 725OSD BOLTS 5"P
OF SLAB
�°
"ISOLATED" COLUMN PAD
MINIMUM EMBEDMENT INTO
UNDER WALL AND
Lc
GROUTED CELL, 4" FROM ENDS AND
—CENTERED
POURED MONOLITHICALLY WITH
16" O.C. VERTICALLY MAX
—0 — — 0—FOUNDATION AND SLAB
° °
° SEE SCHEDULE
SEE SCHEDULE
•
• 1 -7s
WxD, BAR SIZE
FOR WxD, BAR SIZE
/FOR
}� AND BAR QUANTITY
AND BAR QUANTITY
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
INTERIOR FOUNDATION WOOD WALL
FOOTING AND COL. PAD
9 SCALE:314"=,'-o"
(NO UPLIFT)
� � SCALE:3/4"=,'-o"
BLOCK WALL CONNECTION
� �
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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SUIBDM ee LOT:
CREEKSIDE
LOT 45
PROJECT
04321.00 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWINGE:
LEFT
PAGE:
DETAILS
60 MPH EXP. C
ARCHREM
STATE OF FLORIDA
D TE: 05/24/18
SCALE: 1/4"=1'-0"
SHEET
S l o 1 A
Fide COPY
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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9uHDIV. da LOMUN
CREEKSIDE
LOT 45
PROJECT#
04321.000 045R1
MODEL:
4EGB
"GALEN"
GARAGE l9WING:
LEFT
PAGE:
FIRST FLOOR
DOWEL
PLAN
L60 MPH EXP. C
ARCHITECT
STATE Cr- FLORIDA
I)p ET 05/24/18
OCALE: 1/4"=1'-0"
311EET
s1.2
File Copy'..
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
VARIES PER ELEV.
4
V ° G
Z °
4 a
d d
(V °
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HORIZONTAL/VERTICAL
REINFORCING -
SCALE: 3/4"=V-0"
CLEAN OUT REQUIRED
FOR INSPECTION
OL 0'-0" FIN. FLR.
TIE ERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
BAR SIZE
148 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
TIE VERTICAL REBAR —
TO HORIZATIONAL
REBAR W/ 10" HOOK
-GROUTED BOND BEAM
mm
=====I
OFFSET METHOD
HORIZONTAL/VERTICAL
REINFORCING
SCALE: 3/4"=1'-0"
CONTINUOUS
METHOD
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
W LL
m
❑ z
N
o
VARIES PER ELEV.
#5 BARS
FEIIOD
8°
CMU UNIT DIMENSIONS
ARE NOMINAL SIZES
3 MASONRY SYMBOLS
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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S VHDIV. da LOT:
CREEKSIDE
LOT 45
PROJECT
04321.00 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
DETAILS
460 MPH EXP.
ARCHITECT
STATE OF FLORIDA
uA 2018
r
DATE: 05/24/18
SCALE: 1/4"=1'-0"
SHEET
SI.2A
ffile 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.
HEADER SCHEDULE
MARK
SIZE &
DESCRIPTION
REMARK
O(2)2x6
0
(2)2x8
m
0
F`-
N
(`')
U-
00
BEAM SCHEDULE
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
(PSI)
VIZE
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
3131
MASONRY
3000
8x8
—
(1) #5
—
N/A
N/A
GROUTED SOLID
3132
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
�waT �
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
Cws��rn
SAFE
LOAD
rn
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
8U8
BFB-OB
8F12-08
BF18-OB
8F20-OB
BF24-0B
8F28-08
BF32-OB
TYPE
LENGTH
8U8
8F8
RCMU
TYPE
LENGTH
BFB-1T
8F12-iT
BFi6-iT
BF20-1T
BF24-1T
BF2B-iT
8F32-1T
8F8-iB
BF12-16
8F16-1B
BF20-1B
8F24-1B
6F26-18
BF32-18
8F8-2T
BF12-2T
BF16-2T
81`20-2T
8F24-2T
BF28-2T
8F32-2T
3'-6" (42') PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3'-6" (42"} PRECAST
1025
1024
1598
3'-6" (42') PRECAST
1569
2065
3524
4394
5263
6132
7001
3069
4605
6113
7547
8974
10394
11809
1569
2665
3524
43"
5263
6132
7001
4-0" (48') PRECAST
1966
2561
2751
3820
4890
6961
7034
8107
4'-0" (48') PRECAST
765
763
1309
4'-0" (48') PRECAST
1363
2305
3060
3815
4570
5325
6079
2693
4605
6113
7547
8974
10394
1199
1363
2305
3060
3815
4570
5325
6079
4'-6" (54') PRECAST
1599
1969
2110
2931
3753
4576
5400
6224
4'-6" (54') PRECAST
592
591
1073
4'-6" (54') PRECAST
1207
2040
2707
3375
4043
4711
5379
2169
4375
6113
7547
8672
10294
11809
1207
2040
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 n
H76(4)
2836
3399
3961
4522
663
3090
5385
7547,)
7342p3)
8733„s)
10127„
1016
1715
2276
2638
3399
3961
4522
6-10" (70') PRECAST
1062
1105
1173
1631
2090
2549
3---
3470
5-10" (70') PRECAST
340
339
616
6-10" (70') PRECAST
909
1587im
208at3)
2593
3107,6,
3620 i4)
4133 3
a5t
z6zz
a3so
7tse,�)
6936,;;
7t61„g)
6328�)
929
1587
2986
2593
3797
3629
4133
6-6" (78") PRECAST
908
1238
2177
3480
3031
3797
a363
5061
6'-T (78') PRECAST
507
721
490
6-6" (78") PRECAST
835 (1z)
1407(25)
186kn)
2329,5
2790,s,
3251 „
3712(12)
1238
2177
3480
5381
6360
1039¢3p
8825pq
835
1407
1668
2329
2790
3251
3712
T-T (90') PRECAST
743
loll
1729
2632
22o5
zsse
31s1
3685
T T (90") PRECAST
424
534
363
T-T (90') PRECAST
727,23
100521
16243,
2025(za)
2827,z5,
3228„4)
1011
1729
1 2661
3898
5681
1 846744;
6472i,s,
727
1224
1624
2025
1 2426
2627
3228
9'4" (112') PRECAST
554
699
1160
1625
2564
3466
2818
3302
9'-q" (112') PRECAST
326
512
230
9'-4" (112') PRECAST
591
7osz3
113634
147434
16153
215734
25003„,
752
1245
1843
2564
3466
4705r,,;
6390;a7)
591
1 882
1318
1643
1969
2294
2619
10'-6" (126') PRECAST
475
535
890
1247
2093
2777
2163
2536
10'-T (126") PRECAST
284
401
180
10'-6" (126") PRECAST
530
575 1141
916031
1188(33)
1461,33
1736(33)
2011 „,,
643
1052
1533
2093
2781
3643M
4754,4s)
530
696
1180 p)
1472 (4)
1763(2)
2055
2346
11'-4" (136') PRECAST
362
582
945
1366
1846
2423
3127
4006
11'-4" (136') PRECAST
260
452
154
1'-4" (136') PRECAST
474
504
800,
1037,3z)
127 ,
1513,3z)
1753 z)
582
945
1366
1846
2423
3127
4008
494
607
1 D42iloi
1372 „)
1643
1915 i6;
2187
12'-0" (144') PRECAST
337
540
873
1254
1684
2193
2805
3552
12'-0" (144') PRECAST
244
402
137
12'-0" (144') PRECAST
470 p)
488,z3,
724 ,3,
938(32)
1153(32)
1369(n
158532)
540
873
7254
7664
2793
2805
3552
470
,o)
1302 is
1560,13)
1618,ny
2075 ,5)
13'-4" (160") PRECAST
296
471
755
1075
1428
1838
2316
2M3
13'-4" (160') PRECAST
217
324
110
13'-4" (160') PRECAST
418 153,
785 m
964 0
11433,
13233,
471
755
1075
1428
1838
2316
2883
428
1159(2,)
1416(2o)
1653i,g)
1887,n)
14'-0" (168') PRECAST
279
424
706
1002
1326
1697
2127
2630
14--0" (168') PRECAST
205
293
100
14'-0" (168') PRECAST
384 13)0
2s
724 ,m,
889 m)
105a(3o)
1229 m)
442
706
1002
1326
1597
2127
2630
410
T
7
1063 p
1356.
15822
1807 2,
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
,29
s7z,
a25 -
s76 g3
1131,m
458
783
1370
1902
2245
2517
2712
246
3
980 ,m)
130
15162s
1734(2415'-4"
(184') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
15'-4" (184') PRESTRESSED
N.R.
259
83
15'-4" (184') PRESTRESSED
zza
,:3)
sz7,,
769P)
911;29)
1954(m)
412
710
1250
1733
2058
2320
2513
230
368
616
908 (m)
1240,m>
14600T
1668(m)
17'4" (208') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
17'-4" (208') PRESTRESSED
N.R.
194
64
17'-4" (208') PRESTRESSED
187
283 ,y
405 26
521 ,
638 zT
756,IT
873 ,
300
548
950
1326
1609
1849
2047
192
306
506 F)
740 p6)
1005127)
1271,s,)
14730,
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 ,
348 as)
447 „5,
547(,)
647 s,
747 5)
235
420
750
1037
1282
1515
1715
166
263
429 o)
623 i1W
641 rzs
1059(30)
1227 ,)
21'-4" 256'
( )PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
21 -4 (256') PRESTRESSED
N.R.
125
42
21'-4" (256') PRESTRESSED
142
204 ,$)
307 a3)
393 (23)
480 (23)
568 i, 4
655 20
180
340
598
846
1114
1359
1468
142
23g
373
537 (1;)
727 ps,
905 rz5
1046 s
22'-0" 264'
( ) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
22'-0" 264' PRESTRESSED
( )
N.R.
116
40
22'-0" (264') PRESTRESSED
137
197 ,$)
295 zz
379 ,,
462 3
546 23
630 23
165
375
s5o
764
147
1211
399
137
223
356
513 ,,,)
611 p!
11312a)
999 Ue)
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
170„4)
267,2V
342 ,n)
416 my
492 ,)
567 (zz)
129
250
450
s5a
864
1092
1222
124
202 1
319 (7)1
ass (is,j
606 q3)1
757 (27)1
8761z7)
(#) 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 SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F f-.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #: 16-0126.03
.1 Tzem 4 4
8F32-1 T/1 M/0B
UNO, PROVIDE BB2
WHERE FLOOR
TRUSSES BEAR, TOP OF
WALL, EL. 10'4', LINO
ROOM
8'-8' CLG
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ENTRY
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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
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CREEKSIDE
LOT 45
PROJECT#
04321.000 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
FIRST FLOOR
LIFT BEAM PLAN
AND NOTES
60 MPH EXP.
ARCFNTECT=
STATE OF FLORIDA
JINN
DAR ET 05/24/18
SCALE: 1/4"=1'-0"
SHEET
S 2
File Copy
NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8"
1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#5
2. IF BOTTOM STEEL IS REQUIRED PLACE 45 BAR IN LINTEL.
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 7�
\� PLACE STEEL HEIGHT.
�OF REINFORCING (L2) 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"
FtP� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 4.
#5 CORNER BAR W/ 30" LAP FOR EACH CJ� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5
COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL.
6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �k
VERTICAL REBAR W/ 10" HOOK / A��' F��� 8x16 DBL. BOND TOP OF
EACH COUIRSE BAR IJ
BOND BEAM
G 8x8 BOND BEAM TOP OF
CQW/ (1) #5 BAR .° BOND BEAM
F = FILLED W/ GROUT '
30" TYPICAL 0 U = UNFILLED GROUT SOLID FROM TOP
NOMINAL LINTEL TO TOP OF BOND OF OPENING
WIDTH # OF #5'S, IN 2ND BOND BEAM
#5 BAR IN BOND BEAM BEAM COURSE
SEE NOTE 5
�,.16-1 T/1 M/0 B 8 NTEL W/ (1) #5 BAR8 PRE -CAST R(L2)E
p �F NOMINAL MASONRY
-
P� HEIGHT # OF #5'S, TOP LENGTH BAR =WIDTH OF
OPENING 2"
CORNER BOND BEAM COURSE OR 2 BEAM DESIGNATION
IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE
REINFORCING OF BOND BEAM THAT XFXX-1T/1M/OBINDICATESADOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER
1 SCALE: 3/4"=1'-0" AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP
OF OPENING
PRECAST HEADER(MIN)
2x4 IN 2 X 3) 1-3/16
SINGLE BOND BEAM
TAPCO R DRIVE PIN (MIN
AT HIGHER ELEVATION
SHANK SI 45 MIN HEAD
WINDOW SIZE .300 MIN EDMENT 1
SINGLE BOND BEAM 1/4") 8" FROM EA C ND AND
AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1
_ EMBEDMENT
#5 BAR BENT
AS SHOWN a 3 1/4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON 00
PRE -CAST OR DRIVE PIN (MIN SHANK
WINDOW SIZE.145 MIN HEAD SIZE .300
SILL MIN EMBEDMENT 1 1/4") 8"
SLOPE FROM EACH END AND 18"
EMBEDMENT
1-1/4"
EEMBE
Q 2x8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PIN (MIN
OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD
AS TO ALLOW BENT SIZE .300 MIN EMBEDMEN 2X4 SOLID BLOCKING
BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND
SECURE TO SHEATHING W/
UPPER AND LOWER 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK. EA. END
BOND BEAM #5 MIN. REQUIRED IN EMBEDMENT
EACH CELL HOOKED IN
TOP BOND BEAM W/ 7116" OSB SHEATHING
STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL
CORNER BARS SILL CONSTRUCTION
4 SCALE:11/2"=1'-0" 5 ARCHWAY FRAMING DETAIL
3 AT CORNER STEP SCALE:3/4"=1'-0"
SCALE: 3/4"=1'-0"
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL.
I
II SINGLE #5 CORNER
BAR, 30x3O TURNED UP STEEL REINF. OF
OR TURNED DOWN INTO
`- FAOII I / FILLED CELL BOND. BEAM
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
/"rELEVATION OF BOND BEAM
7 SCALE: 3/4"=1'-0"
6 SINGLE LINTEL, MULTIPLE C)PENINGS
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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SVY. �dc LOT:
CREEKSIDE
LOT 45
PROJECT
0HDI4321.00 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
DETAILS
L60 MPH EXP. C
05 /24/18
SCALE: 1/4"=1'-0"
SHEET
52.1A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP DTC Wl (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 REVIEWAND
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 1/2"x3 1/2")
USP PAU44 W/ 5/8" DIA. x
Di
SYP. PT, WOOD POST
6" EXP. BOLT
D2
DOUBLE STUD
4x6 (3 1/2"x5 1/2")
USP PAU46 W/ 5/8" DIA. x
D3
SYP. PT, WOOD POST
6" EXP. BOLT
3
C3
\Ie,-
u
—]L.--
�
yl 10
Lo I I II �Q
= #I
U:-302 LBS T77
I:10GLBS
4 A 3.1
I
PREFABRICATED FLOOR
TRUSSES @ 24" O.C. MAX.
------ 53.16 ---
— — — — — — — — —LL
—
I
3-PLY
G: 4246 LBS
APPLY DRAFTSTOPPING
I I I I I I ALONG THIS TRUSS AS TO
— --- LIMIT AREATO FBCR 0 30212 .12
BCR C
2X4 WOOD WALL W/ SYP—
NO. 2, STUDS @ 12" O.C.
3.16 ----
PREFABRICATED WOOD FLOOR
TRUSSES @ 24" O.C. MAX
I
I
4
S3.1 B
1-PLY
U:-818 LBS
G: 1778 LBS
1A
GIRDER TO CMU WALL W/ USP
LGUM26-3 W/ (4) 3/8" X 4"
WEDGE BOLTS TO CMU & (( —
1/4" X 3" WS3 WOOD SCRE u
GA500 LBS
I
1
LL 3-PLY
G: 4246 LBS
5 10E 3
3.1
______ 1 =--___
1 — u
----- S3.16----
�I T -1 9A� 4 ti�A
1I II II 3.1 I I S3.16 I II
_ILA II II—�---uI� —ice— II
FLOOR FRAMING PLAN
SCALE: 1/4" = l'-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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MOM & LOT:
CREEKSIDE
LOT 45
PROJECT#
04321.000 045R1
moaEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
FLOOR
FRAMING
PLAN
60 MPH EXP. C
ARCHrrECT-.
STATE OF FLORIDA
nTRIN
05f24f18
SCALE: i/4"=1'-0"
SHEET
S 3
File Copy
PLYWOOD SHEATHING, SEE
A-USP DTC TRUSS ANCHOR "ROOF/WALL/FLOOR
B-(,) USP DTHA20 TRUSS ANCHOR (1 PLY) SHEATHING
WITH (18) 1Od x 1 1/2" TO TRUSS PLYWOOD SHEATHING, SEE ENGINEERED WOOD FASTENER SCHEDULE" # 1175 UPLIFT USP
C- (2) USP TA20R TRUSS ANCHORS (2 OR ROOF/WALL/FLOOR TRUSSES @ 24" O/C, HTWM20 W/10 , Od TO
MORE PLY) WITH (10) 1Od x 1 1/2" NAILS TO SHEATHING SUBMIT SHOP DRAWINGS TRUSS AND (4) 1/4"x 21/4"
TRUSS.PROVIDE 5" MINIMUM CONCRETE FASTENER SCHEDULE" FOR REVIEW TAPCONS TO CONT
EMBEDMENT. DBL STRAP, 1 EACH SIDE AND APPROVAL POURED LINTEL
WRAPS UP AND OVER TRUSS (NOT SHOWN]
(2) USP TA20R TRUSS # 1900 UPLIFT (2) USP
ANCHOR WITH (16) 1Od HTWM20 INSTALLED ON PRE-ENG TRUSS
x 1 1/2" NAILS TO OPPOSITE FACES OF
TRUSS. PROVIDE 5" BLOCK WALL W/10 1 Od TO
MINIMUM CONCRETE TRUSS AND (4) 1/4" x 2 1/4"
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
lx2 SECURED W/ 1Od TRUSSES @ 24" O/C, WITH HEAVY UPLIFT (12) WS3 SCREWS
GALV. COMMON NAILS SUBMIT SHOP DRAW NGS 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
MASONRY BOND BEAM GALV. COMMON NAILS. IF 4 BOLTS ARE USED
SEE SCHEDULE 1x2 SECURED W/ 1 Od MASONRY BOND BEAM 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 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)
C ALLOWABLE UPLIFT = 12543 LBS (4 WEDGE BOLTS) REPAIR OF MULTIPLE
TYPICAL TRUSS/ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR
1a 1b 1c GIRDER CONNECTORS) SCALE:3/4"=r-o" 2a 2b 2C GIRDER CONNECTORS) SCALE:3/4"=l'-0"
(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA.
TRUSSES WHERE
SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO
X-BRACING IS PRESENT AT
LSTA12 20 GAUGE
COVER 5 TRUSSES) 4'4' O.C. (AT SHEATHING W/ 10dxl/2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1) "X" BRACE SEAMS)
PER ELEVATION @ EACH END TOTAL OF 10 6-0" MAX 30'-l" TO 60'-0 (3) "X" BRACE
SECURE 2x8 PT. PLATE
FLOOR SEE PLAN (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DI A.
(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2"
GIRDER FOR LOCATION
/ v FROM CENTER TO END. WASHER SET IN HIGH
Ae 2x WOOD FASCIA, STRENGTH EPDXY 6"
tx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
MAX.
PER ELEVATION BTM. CHORD
BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8
P.T. PLATE W/ 12d's 8"
PRE-ENG FLOOR TRUSS
5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION STIFFBACK (AS PER
o j U dyy MAY NOT BE O.C. MAX
STRENGTH CLG. BOARD iv X d F REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/
(2) 10d's @ EACH TRUSS
SECURE TRUSS TO TOP PLATE wl (2) 1 BE INSTALLED @
16d TOENAILS BTM. CHORD OF 10'-0" O.C. MAX.
HTT4 W/ 5/8" A.B. WITH WOOD ROOF TRUSSES
DOUBLE TOP PLATE MIN. 7" EMBEDMENT
TO SLAB & (20) 16d x
2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST.BOND BEAM REQ.
, SEE SCHEDULE FOR
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
PROVIDE BLOCKING a a a lx4 BTM. CHORD END WALL OR OTHER
BRACING 6'-0" O/C END TYPE CONDITION, IF
1/2" GYP. WL. BD. a ° MAX., SECURED W/ DEPICTED SEE PLAN
° (2) 10d COMMON
• a • a NAILS
ORD�+ gTM. CHORD BRACING WALL W/ GABLE END
INTERSECTIONTYP. 6 &BLOCK
PRE-ENG'D TRUSS SCALE:3/4"=V-0"
SCALE: 3/4"=1'-0"
° °° G GIRDER/WOOD POST CONNECTIONS
a� °^
• M
a
FLOOR TRUSS CONNECTION @ L.B.W.
sCALE:3/4"=1'-O" (NO UPLIFT) 5'EDGE CENTRAL
4
SPACING SPACING
SEE SEE TRUSS BRG. OR BTM.
6" 7" 7" 6" 7" 7" 5" 5" 5" CHEDUL SCHEDULE SEE FRAMING PLAN
11
c�
SEE SCHEDULE F, (TYP) SIZE SEE LEDGER SCHEDULE w THE USE OF ALTERNATE MATERIALS MAY BE
O NOTCH DEPTH 1/4*D � - 5 1/2" MIN, EMBED. (TYP)
HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE
1. ENSURE THAT EXP. BOLTS ARE PLACED INTO
I' / HOLE DIAMETER GROUTED CELLS, 8" ALL AROUND BOLT.
FOLLOWING
< 2/5*D SGL. STUD Z 2. ALL BOLTS TO HAVE WASHERS
OUTER 1/3 OF CO 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
3. EXP. BOLTS SHOULD NOT BE ANY CLOSER
SPAN ONLY 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 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. ro � 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 SPACING 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"' 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.
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*D 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: 3/4"=1'-D"
STUD NOTCHING
A USP RT16A (FL#,7236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl,
AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO Fl AND F2 FORCES,
11 ALTERNATE MATERIALS
AND BORING LIMITS WOOD LEDGER DETAIL
L E: 1 1 /2"=,'-0" SCALE:3/4"=1'-0"
SCA1 0
SCALE: 3/4"=1'-0"
LEDGER SCHEDULE
MARK
SIZE
BOLT SIZE
5'EDGESPACING
CENTRALSPACING
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 2x10
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
l AA #: 0003325
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SIU]3n . do LOT:
CREEKSIDE
LOT 45
PROJECT
04321.00 045R1
MODEL:
4EGB
"GALEN"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT.
STATE Cr— FLORIDA
r avaam a
DATE: 05/24/18
SCALE: 1/4"=1'-0"
SHEET
a e 1 A
File Copy