HomeMy WebLinkAboutBUILDING PLANS PAGE 126-30i
alp
Building 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
Swing door
(+36) / (-47)
(+67) J (-67)
Therma-Tru
Smooth Star
FL20461.17
N/A
distance @ jamb, 4" each side of transom centerline to
bucking. Fastener spacing @ 15" o/c max. @ head and
jamb. Min. embedment of all anchors to be 1 1/4"
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 11 3/4" o/c at jamb, 16" @ head. 11/4"
embedment. Type II: 3/16" or 1/4" ITW concrete tapcon
SH Window
(+38) / (-48)
(+50) / (-50)
Ply Gem
Ply Gem 1500
FL16103.1-R9
Non Impact
anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4"
@ head. 1 1/4" embedment. Two additional tapcons
midspan and one at lower frame required vertically each
side. Install per manufacturers recommended
requirements.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment.
Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max.
SH Window (Integral
(+38) / (-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
Sliding Glass Door
(+33) / (-41)
(+50) / (-50)
Ply Gem
Builders Series
FL14634.2-R3
Non Impact
distance. 6" max o/c from corners and 20 3/4" max o/c
4780
elsewhere top, vertically and bottom. 2 1/2" min
embedment.
1/4" concrete tapcon anchor. 6" max o/c for corners.
Tapcon required 3" each side of center of opening top and
Opaque single door
{+36) / (-47}
(+47) / (-47)
Therma-Tru
Smooth Star
FL14985.1-R2
N/A
bottom. Top and bottom centerline of each door slab get
with transom
tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4"
embedment.
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" C/C
Double Garage Door
(+29) { (-35)
(+46) / (-42)
Clopay
16.2x7 73 W6
FL16546.6-R9
N/A
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,
with at least 3/8" dia, heads, long enough to penetrate
through plywood or 3/4" into boards. Use 4 nails per
Roof
IKO Cambridge
FL7006.1-1110
shingle placed 6-1/8" above the butt edge, approx. 1" and
13" from each end and 1/2" above each cutout. Drive nails
straight so that nail head is flush with, but not cutting into
shingle surface.
Miami -Dade approved corrosion resistant tin -caps and 12
Underlayment
Interwrap
RhinoRoof U20
FL15216.1-R3
gauge 1'/<" annular ring -shank nails,
spaced 6" o.c. at all laps and three staggered rows
fastened 12" o.c. in the field of the roll
Soffit
+31.6, -38.8
(+157) / (-46.1)
PlyGem
Variform Soffits
FL24161.1
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels
Hurricane Storm
embedment @ 1 3/4" in concrete / masonry, 2 1/2" min.
Less than 6' span
(+47) / (-53)
panel MFG.
24 GAGE
FL16293-R2
edge distance, 12" o/c rnax. 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.
Sheathing
Huber
Wall Sheathing
17147-112
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
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9UH1:)IV. 710
CREEKLOT
PROJECT#
04321.000 076R1
MODEL.
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
PRODUCT
APPROVALS
60 MPH EXP. C
�"-411`
DATE: 06 13 18
!SCALE: 1/4"=11— 0"
_�
NOTE: NOTE: NOTE:
IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE 4S
MANUFACTURERS 6' • vERTIGAL LAPS (ROLL MANUFACTURERS FLASHING [COMPATIBLE W/ HOUSE �
ENDS) 4 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER
LAP
INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P INSTALLATION PROCEDURES APPROVED HOUSE WRAP.
WITH FORT15ER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE
/ I' OR LE68 PIPE `F 6'x6' SELF -ADHERING MEMBRANE
PREFORMED CONTROL JOINT J PLASTER 3 COAT CEMENT PENETRATION LASHING (GOMPATtBLE W/ HOUSE
FLANGE OF CONTROL JOINTS ADHERIf MEMBWRAP MATERIAL) RRANE
FLASHING OVER APPROVED
HOUSE WRAP.
BE WIRED TIED t0 LATH a 9' � W1R6 LAYER 4, FORTIFIBER �
O.C. MAX IVERTJ NOTE= DO BUILDING PAPER / I' MIN LAP o METAL LATH
NOT FASTEN CONTROL JOINT TO
FLASHING TO EXTEND ONTO PIPE
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH X X X
V LEG MAY BE USED TO TEMP. FASTENED 01' (VERT.)O.C. MAX
SECURE CONTROL JOINT AT SUPPORTS X X X —
DURING INSTALLATION WRB LAYER w, SELIP-CUT AND OVERLAP ONE SIDE OF
FASTENERS TO BE SPACED STUCCO WRAP METAL LATH K ASW WHERING MEMBRANE
CUT AND OVERLAP ONE SIDE OF
rJ� STEP Sy RING MEMBRANE
• 7' O.C. MAX VEIRTIGALLY WOOD SHEATHING ' THIC15 3 GOAT CEMENT — Wl� MFLASWING
I OR T/tb' ZIP SHEATHING W� LATER ry, I PLASTER
SYSTEM STALLED PER STUCCO WRAP STUCfo WRAP
MANLF CS- b' MM PAPER LAP BF10 U ONLY METAL LATH WRB LAYER n, FORi IFIBER
WRB LAYER •1, FORTIFIBER L / I WRB LAYER 4, FORTIFIBER
BUILDING PAPER
BUILDING PAPER METAL. LATH
BUILDING PAPER
"� -� / I STUCCO WRAP j FLASHING OVER RING MEMBRANE
SELF -ADHERING MEMBRANE
\ INSTALL FASTENERS (CLIPS, LASHING OVER APPROVED
LATH SHALL NOT GAP MIN WOOD BREATHING STRAPS, STAPLES) AS HOUSE WRAP.
BE CONTINUOUS 6' TO a' 6• TO a' OR 1/I6' ZIP SHEATHING REQUIRED TO SECURE
LASHING TO EXTEND ONTO PIPE
THROUGH CONTROL MIN. MIN. SYSTEM (INSTALLED PER
JOINTS BUT SHALL M SPECS- PIPE/ WIRE TO FRAMINCs
nar n• sa , f�.� � 4'x4' SELF -ADHERING MEMBRANE
LASHING OVER APPROVED
BE STOPPED AND HOUSE WRAP.
TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING I' MIN LATH
PER ASTM CIM3 PLACED FLAT MAX 6' TO 8' L P4' OY R PLASHINGTo EXTEND ONTO PIPE
1.1®.14 FROM CONTROL JOINT WHEN
BEAD OF SEALANT
NOTE ~ / SCONTROLJLOIg FALLS ON ' CONT. SCALE: I VZ'=I 0' INSTALL APPROVED HOUSEWRAP AIR
I. FASTENERS FOR LATH TO BE NAILS OR
INFILTRATION BARRIER OVER
STAPLES IN COMPLIANCE W/ ASTM CIfd63
2. WIRE TIES TO 13E (NO. IS) 004-10' WIRE / \ SHEATHING
3. BLOCKING SHOWN MAY BE IN ADDITIO I-
TO WALL STUDS REQUIRED PER PLAN / ELASTO'IERtG COATING OVER STUCCO/
tG.V. FINISH (SEE TYYP WALL SECTION)
VERTICAL LATH
& PAPER DETAIL WOOD STUDS -
SECTION PER SECTION R703.7
Exterior lathing and plastering
NOTE— SHEATHING Exterior use of Portland cement plaster
SIDE LAPS OF METAL OR T/b' ZIP SHEATHING SYSTEM : shall comply with the application
PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS- requirements of ASTM C 92&M.
BE SECURED TO BUILDING NOTE:
6• MIN. Installation of exterior lathing and tamin
FRAMING MEMBERS, PAPER IF ZIP SI-IEATI-IINCx SYSTEM IS shall comply with ASTM C 1063 12A. g
O M TYPE CONTROL JOINT THEY $HALL BE TIED
BETWEEN SUPPORTS F INSTALLED, PLEASE SEE
WIRE ATNTiie ALSO STUCCO K AP a PA E MANUFACINSTALLATION PROCEDURES
.mot 3' LAP .PAPER
MORE THAN 9' (22S-MM). ""
AS PERABTMGIID63 NOTIEz �N.T.
E FENETRATT10N DET>4IL IF��, `El
O L FOLD INWNaCi • Pr. A O L FOLD MWMD • PT. A l$•I• M
® D 7• CMASE •�.5 ® KIC KO UT
® PAIR Ot TEARS HORIZONTAL LATH S.
DETAIL MAY BELAYERSPATCHED TEARS & PAPER DETAIL
W440U8E WRAP TAPE
PER MANLP. SPEC. OR
FOLD PEEL 4 STICK
® 1116' ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.) OR
TOLD MwAa� • O L FOLD INIIIARD • Fr. A WOOD SHEATHING OR CMU
3 Pr. a 2. GRCAW • Int. G WRB LAYER "I,
7. GREAN • Pr. D
cReAeE • P+ G ASTUCCO WRAP (FRAME ONLY)
a creAee • Pr. c
4. FOLD PT. GOVER M.
O TILL Pt. c T000."
THICK, 3 COAT CEMENT
I I PLASTERIFRCOAT
CEMENT PLASTER (CMU)
dIla LEGEND
% METAL LATH (FRAME ONLY)
® LAP WRE, 4 TAPE R
®:LP DRAINAGE FL ANE (WR5
OSCREED
BOTTOM
PLANdig
WATERTIGHT LAYER 1, STUCCO WRAF)
NOTE: °'°OLD' Q2
IF ZIP SHEATHING SYSTEM IS yMcuT. z
INSTALLED, PLEASE SEE j'THIM3COAT CEMENT 5"X5" 'L' TYPE CONTINUOUS WRE3 LAYER 1*2 (FORTIFIC ER — — — — — —
PLASTER (MR"),In' 2 GOAT � GALV. METAL FLASHING
MANUFACTURERS C KWT MA61ER (a•11.0 z
INSTALLATION PROCEDURES W11 LAYER n,rORTIF119ER (NAIL TO ROOF DECK, NOT 5UILD INCz � AFER)
BUILDING I-AMRMwe ONLY) WALL SHEATHING)
WRd LAYER M, N
eTUCCO WIRAP(Piure ONLY) GAP SHINGLE - DO NOT NAIL, T/4L LATH X X X X
ti ! LAP LAYN" CP WILDIN4 WRAP INSTALL WITH ROOF CEMENT
j - ` RKiY NAILING L AO . STOP
BH
a
gLamE! (MRI+,riE ONLY) STUCCO I_ a
' � Y• p.� a;
FRAM OR CMU
�AI ALLL CREM ROOF CEMENT
exe lllA. FLAWANG k \ ROOF PER ELEVATIONS WOOD SHEATHING I i
!3 �� OR -1/boll ZIP SHEATHING SYSTEM
�+ wac-CUT (INSTALLED PER MANU=. SPECS.)
DTaL
�:. A NOTE: SELF —,ADHESIVE FLASHING — — — IF ZIP SHEATHING SYSTEM IS NOTE
INSTALLED, PLEASE SEE
MANUFACTURERS 1IETAL LATH: LATH TO 5E FER SECTION
MILT toom�,,.� „ �� Ttr�r eEAL (WO OR INSTALLATION PROCEDURES
y- _ _ SOI.AERDONOTGIIfI R—IO3.�.1 / r4ST1'l C-84—i—O9 MIN, 2.� LBS.
NICM 8FIR1Fd..E ROOFING 4�O RASHINGG ATIDOOTr ROOF 4
DRIP 011LNq.AP a' F
PER SQ. YARD (UTILITY OR NOl„IINAL
fl11EATHMQ MEGLLANICALLY FASCIA p,R4P LATH DOES O 1*I E E T FC I I I C A T I ON 6
FASTEN 4. O.C. MAX
5 L" FLASHING
N.T.S.
1441 N. RONALD REAGAN Ell
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
9
W
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y
4
r
R4
SUBDIV. do LOT:
CREEKSIDE
LOT 76
PROJECT#
04321.000 076RI
MODEL•
4EHB
"2605-HAYDEN"
GARAGE SVMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
06/13/18
SCALE: 1/4"=1'-0"
1NA1
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
NSTALLATION PROCEDURES
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
VENT CAP IS TO 1! S IN BED
OF SEALANT AT TOP D
1' X SIDES ONLY. SEAL T IS TO BE
TOOLED SO AS DEFLECT
" WATE Y JOINTS.
i
E- A AROUND
. T- SEALANT ALL
-k D INTERSECTIONS
A SEALANT AT PERIMETER OF
BACKER ROD ti OVABLE FRAME AND STUCCO
ALL SIDES, Ya' CAULKING o JOINT
LL AROUND
I I
PER SECTION R703.7
Exterior lathing and plastering
BACKER ROD Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
Xall comply with ASTM C 1063-12A.
WRB LAYER 01, ; ;x
STUCCO WRAP HOODED T
x
THICK, 3 COA EMENT
PLASTER
METAL LATH
WRB LAYER �2, FORTIFI
BUILDING PAPER
WOOD SHEATHING
DRYER VENT ( FRAME)
8'
L
WRB LAYER el,
STUCCO WRAP
WRB I-AYER 02, FORT
BUILDING PAPER /
NG 15EAD
BAND
b' WIDE STRIP SELF
AD}}ESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
TONE4 OH
OVER SGRA GOAT
W/STONE VENEER
( FRAME TO BLOCK)
LEGEND
DRAINAGE PLANE (WRB
LATER #i, STUCCO WRAP)
WR5 LAYER 'l!2 (FORTIF15ER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO _ .
WOOD SHEATHING
OR 111ro' ZIP SHEATHING SYSTEM
( INSTALLED PER MANUF. SPECS.)
SEL1=-ADHESIVE FLASHING — — NOTE -
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-841—m9, MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEGFICATIONS)
ELEC. METEI
VERIFY LC
STUCCO
FINISH
r,+' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT tv
TOP 4 SIDES
6B DRYER VEN',
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH /
WALL
I
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
/ NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T.S.
A1KM,A 1LJ 1C=(.=Iy=
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
METER FIELD
=Y LOCATION
UOOD CONSTRUCT
1/16' ZIP SHEATHING SY;
(INSTALLED PER MANUF
WOOD SHEATHI
WRB LAXER
0
-.R 02, FORTIFIBER
PAPER
THICK, 3 COAT CEMENT
TO %
6' SELF- DHESIVE
FLASHING
WOOD FRAM
WALL
IJJZSRIZON WEEP SC
( FRAME TO FRAMF
NOTE:
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS
INSTALLATION PROCEDUREC?
Y STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
/Ir_c� At Gtl Ida .)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 HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT —
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAT
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. S.) OR
/— WOOD SHEATHING
/ WRB LAYER M
STUCCO WRAP
—IIl�L1QY MZ, FORTIFIBER
�/i—FASTEN TO WOOD STRUCTURAL
I
•-
OR
��002
1�
A
it
FINISH •
( FRAME TO BLOCK)-
NOTE -
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER 01,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRBLAYER
5TP #1
0 APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
.e.e.eye
E71
5TE P #2
WRB LAYER 01,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
�- WRB LAYER 02, FORTIP15ER
BUILDING PAPER
5T E P **4
ELASTOMERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP ;°E� STEP #(o
OELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774_4078
www. a b d es i gn gro u p. co m
AA #: 0003325
r
r7
U
W
0
w
a
F
9U'BDIV. ae LOT:
CREEKSIDE
LOT 76
PROJECT#
04321.000 076R1
MODEL,:
4EHB
"2605-HAYDEN"
GARAGE >,91iYI1 G:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
YRiNT DATE. 06 13 18
SCALE: 1/4"=1'-0"
[SHEET
WOOD SHEATHING
WOOD
CONSTRUCTION
% HAT CHANNI
W/%a TYPE 'X'
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
i' THICK, 3 COAT CEMENT
PLASTER
AM66-WFWC-IW CUSTOM GA
/
/
/i
WRB LAYER
STUCCO WRAP
AMICO AM66-WFWG-180
CUSTOM CASING BEAD
WRB LAYER 4/-I
STUCCO WRA
WRB LAYER 0
BUILDING PA
a' THICK, 3 COPLASTER
6' SAF. * TOPEED
t0 SHRAiINGSCREED
6' SELF-ADHEREING
FLASHING WRAPPED
* TOP OF WEEP SCREED
TO SHEATHING BELOW
— WRB LAYER W,
STUCCO WRAP
— WRB LAYER 02, PORTIP15
BUILDING PAPER
6' SELF-ADHEREING
FLASHING WRAPPED
* CORNER OF CANTILEVER
(SHOWN F CLARIFICATION OF NOTE:
SEPARAT ACCESSORIES ONLY) IF ZIP SHEATHI SYSTEM 15
ASING BEAD INSTALLED, PLEA SEE
DTL. Cam? CANT. MANUFACTURERS
10 A INSTALLATION F'ROC URES
SCALE: I I/2'=I'-0'
NOTE:
METAL LATH: LATH TO 13E PER SECTION
R-103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS,
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
7E: WOOD CONSTRUCTION
IF SHEAT ING sya]t IS
INSTA D, EASE E
NSTALLATI PROLE 4RE5 BAATHER RRIER �SISTI
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE 'X' DRYWAL6
W/TEMURED t PAINTED
FINISH
i' THICK, 3 CO
PLASTER
11 D)DRIP EDGE
INSTALLATION
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WP1.Z16841A
'
a sre
2�°8J(2TX oR11 fD/1QIthiC P MA1\I
(SHOWN FOR
S5PARATE <
N OF
ONLY)
IF QvHE WINGS S MIS WOOD CONSTRUCITON
INST ED' PLEAS SEE it
MANUFA RS
INSTALLAT PRO E URES /_RaQSISTIV/ Im "or
5/8, TYPE 'X' DRYWALL
W/TEXTURED t PAINTED
FINISH
i' THICK, 3 COME
PLASTER —t—%
*'1 3 COAT CEMENT
PLASTER
�MEETApL gLAAT�Ht��
aR TRb' ZII°'�6NEATNIfTCi SYSTEM
I`-1L ftw4g "r_ SPECS.)
vxYL.cAsiNG Z NO OAF INF/ELD \
(SHOWN FOR GLARIFIN
SEPARATE ACCESSORII
OF
IILY)
EXT. LD9 r FRAMED
WALL
FINISH LAYER (2 LAYER 3' X 3' 26 GA. GA
PRE-ENG'N'1161R'
EL t STICK) METAL DRIP E
SET IN FULL B OF
WEATHER RE6' EL t SEALANT, J4'
BASPACE F DRIP
WEATHER RESTI DRIP FACE TO X
BARED O
THICK, 3 COATV RIES DECK
/`
PLASTER
METAL LATH Y4 G FOR BACKER
RO 4SEALANT
WOOD SHEATHING I VXI 3a' P.T. SIMULATED
WOOD (TREX) LER, YL GA51NG iEAr�
CONTINUOUS
WALL
GRADE
DRY,1T_ VINYL C.*V�bLv 5E4.r1THICK, 3 COAT CIEEM!
�— -
.r
• �:.�
- •
..�
0 vnly L 1ii+ v ii%,
EDGE-
LEGEND -
DRAINAGE PLANE (WRB
LAYER #1, STUCCO WRAP)
WRB LAYER I*2 (FORTH-15ER-
5UILDING PAPER)
METAL LATH x x x x
STUCCO
WOOD SNEATPING
OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF-ADPESIVE FLASHING
WATER PROOFING I WEATHER RESISTIVE
LAYER (2 LAYER L t BARRIER M
STICK) WRAPPED WEATHER RESISTIVE
BALCONY DECK TO BARRIER "2
CANTILEVER
6' PEEL t STICK ® DECK MEMBRANE,
DRIP EDGE TO DECK EXTEND OVER DRIP
SUB FLOOR EDGE
®® 3' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
I VXI %' P.T. OR AT SEALANT, A' MIN.
WOOD (TREX) FI E SPACE FROM DRIP
CONTINUOUS FACE TO tREX
Y4 GAP NY I
ROD t SEAL — TER PROOFING le!
FINISH LAYER AYER LA R (2 LAYER PEEL t
PEEL t STICK) STI WRAPPED FROM
3/4 RESIL(EN BALD Y DECK TO
HAT CWANN CANTIL R
vl A I A �' THICK GOAT CEMENT
PLASTER
METAL LAT
5/8, TYPE I) DRYWALL WOOD SWEAT
W/TEXTU t PAINTED WEATHER RESIS VE
FINISH BARRIER 01
WEATHER RESISTI
i' TWIC 3 COAT CEMENT BARRIER 02
PLAS R 4' POSITIVE DRAIN
NY WEEP SCREED
VDI CASIAP IN FIELD
(SHOWN FOR CLARIFICATION O=
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11A EDGE INSTALLATION
2x FRAMING MEMBER
J' THICK, 3 COAT GE T
PLASTER
2 1 /2 " CORNER B A
FASTENED SHEATHING
11 �
I•" . N
LAYER *1,
a STUCCO WRAP
WOOD SHEATHING
METAL LATH
` WRB YER 02, FORTIFIBER
BU LL01N APER
ORNER BEAD
�_ � k 2 1/2" k
��iM�ej In►iai amm owl woi1
L I L/
--COLUMN
SHEATHING:
WEATHER RESISTIVE
BARRIER M
WE TA HER RESISTIVE
BARRIER "2
6SAP.
i
PEEL t STICK
I VxV 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
••.
Ix I X 3' 26 GA. GALv.
METAL DRIP EDGE
Ya' GAP FOR BACKER
SET IN FULL BED Or -
ROD t SEALANT
SEALANT, )�' M
SPADE F RI
FACE TO T
VINYL CASING BEAD
WATER PROOFING Ist
LATER (2 LAYER PEEL
< STICK) Anarrmm
rWLM
PEEL
t ILK
Irk SU5 FL
WOOD SHEATHING
:!WR B YER #I, —
CC WRAP
WRB LAYER , FORTIFIBER
BUILOING PA R \
METAL LATH I
9' THICK, 3 COAT GEM T
PLASTER
6'SELF-ADHERING
FLASHING
KJ 21
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER •2
EXTERIOR COLUMN
-COLUMN SHEATHING
16' SAP.
-1 ,�'xV 'L, FLASHING
`FULLY EMBEDDED IN
ROOF CEMENT
I1' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, V MIN.
SPACE FROM DRIP
'FACE TO TREX
VINYL CASING BEAD
WATER PROOFING let
LAYER (2 LAYER PEEL t
STICK) WRAPPED FROM
BALCONY DECK TO
ANTILEVER
i' ICK, 3 COAT CEMENT
PL TER
/8' TYPE 'X' DRYWALL ;\ METAL ATH
%TEXTURED III PAINTED `� WOOD 6 ATHING
FINISH
i' THICK, 3 COAT CEMENT 4'POSITI DRAIN
PLASTER WEEP SCII
A FI
VINYL CONKER BEAD (SHOWN FOR CLARIFI TION OF
VINYL CASING BEAD SEPARATE ACCESSOR S ONLY
BALCONY DRIP
11C EDGE INSTALLATION (9) COLUMN
(W/" L" FLASHING
SCALE: NTS
NOTE:
IF ZIP SHEATHING SYSTEM I
INSTALLED, PLEASE SEE
i MANUFACTURERS
INSTALLATION PROCE RES
<I
r— WOOD SHEATHIN
WINDOW FLANGE
@ M E-**4,4 J WRB
CORNER BEAD
(FASTENER 4 SPACING 0 1" O.G.)
CMU
V THICK, 3 GOAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
Cab BLOCK
BUIL
MET,
SZ (T ' FILLER
S
MSEALANT
R ROD. —
)IFIED w
RESILIENT
CHANNEL
'g AI
FORTIFIBER '
ERE
J' HICK, 3 COAT CEh
PK—ASTER
rc'SELF-ADHERING
FLASHING
WRB LAYER ,
STUCCO W AP
WRB L ER 02, FORTIFIBER
BUILD G PAPER
'1E L LATH
THICK, 3 COAT CEMENT
PLASTER
DRIP CAP
WINDOW FLANGE •�L�
1 CASING BEAD C9) 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
141
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4
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2
SUB331V. 8e LOT:
CREEKSIDE
LOT 76
PROJECT#
04321.000 076R1
MODELIc
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH UP. C
ARCHITECT.
STATE OF FLORIDA
A632M n
D TE 06/13/18
I SCALE: 1/4"=1'-0" 1
SHEET
WA3
UJOOOOI SHEATHING
WR5 LA 61,
STUGGO
WR5 LAYER "2, F TIFIBER
BUILDING PAPER —�
METAL LATH �\ I
J' THICK, 3 COAT CEMENT
PLASTER
6'5ELF-ADHERING
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP
WINDOW FLANGE
METAL
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD SHEATH
WR5 LAYERen
STUCCO W P
/WR5LR 02, FORTIFI5ER
APER
H
COAT CEMENT
PLASTER
LAY
S C
VI Y AN
IN SAD
=
LAYER "2. FORtIF R
BUILDING PAPER
METAL LATH`
.
' THICK, 3 COAT CEMENT
I
PLASTER
<
(o'SELF-ADHERING
FLASHING;
DRIP GAP_
WINDOW FI.ANGE
CASING BEAD @) WINDOW
15 C ( FRAME, W/BAND)
SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER "2, :oRTIF:I
5UILDING PAPER
9" THICK, 3 COAT CEMENT
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A
�im
I
(EXPLOD
VIEW FOR
CLARITY)
Y4' GAP TYP
CASING 5EAD
6 TO TRIM
IX TRI M5ER
m STUCCO
SIDING TRAN ION
SIDING
WR5 LAYER N, <
STUCCO WRAP ^
}' THICK, 3 COAT C NT
PLASTER
METAL LATI-4
L ER 02, FORTIF15ER
I ING PAPER
WOOD SI-IEATHINCs
WR5 LAYER "I,
STUCCO WRAP
16' SEL DHEREING
FLASHING ZRI
PEEL < STICK
SIDING TO S TUC IC
CASING BEAD
(CROSS SECTION)
D rRucrloN I I v—
WOOD SI-IEATWINS1 ff
WEATHER RESISTIVE
BARRIER M i
B THEERR RESISTIVE 02 /
/ / \
!(r6X T 'LAP SIDING 6' SEPLAA4L RING
u6' SELF -AD INS$ '� IL
KLASHIWs \ I WEATHER RESISTIVE
BARRIER M
STARTER STRP / \ WEATHER RESISTIVE
4
BARRIER ►2
DO NOT CAULK OR I ` •/ 6' SELF -ADHERING
SEAL OF'ENMG / FLASHING
\ GALYD METAL
GALv'D METAL 'Z' FLASHING
'Z' FLASHING
DO NOT GAULK OR
I J'WOOD6- SI MLI IBER ` Lei r��ulNr.
61 14
aq IUJ�OD6TRM BE MEMBER
R
SEAL GAP IL/CAULKING
/ OR APPROVED SEALANT
1
SIDING TO STUCCO
0 BLOCK TO FRAME
n n TRANSITION
1J
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-641-09, MIN. 2.5 LSS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
5 LA-T-ER 01, WooD -THING'
-
BTUCCO UJRAf WEATHER STI%A
BARRIER'(
WATHER RESIST[
BARRIER 02
I.URBl-A4 ''EFR #2, FORT1F18ER XRE AL glDl
5UILDIIVG I Af=ER FLASHING
LU I-ERING
METAL LATH STARTER STRIP —
OR
— $II TRICK, 3 COAT CEt" LENT
"LV5TER 'Z'r-L D METAL —
FLASHING
I Y4' X 6' SIMULATEC
WOOD TRIM MEMBE'
/ CASING BEAD @) RAISED
BAND (FRAME)
1A SCALE: 1 1/2"= V-0"
(W/%, FLEXIBLE PVC
BACKER ROD)
6' SELF -ADHERING
FLASHING
'THNT 3ACOAT
TER
WEATHER RESISTIVE -
BARRIER '1
WEATHER RESI6S
BARRIER n
SEALANT
WINDOW
2X FRAMING
MEMBER
i R RESISTIVE
6AIMER M TO LAP
OF 'Z' FLASHING
` '3 WEATHER RESIStf VE
BARRIER M
WEATHER RESISTIVE
/ BARRIER n
I 1 G KLV D METAL
DO NOT CAULK OR
\ / SPAT OPENIM-1
E WATHER RESISTIVE -_ —
BARRER 01 TO LAP
6' MM. ABOVE TOP
7' FLASHING
IU1�OD6TRIM MMEM ER
\ / ' SELF -ADHERING
f I ING
\ \1 SEAL P =4141-KING
\ OR A D SEALANT
' SIDING TO STUCCO
® FRAME TO FRAME
A TRANSITION
RESISTIVE
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
'4
T/ E-Z 5EAD VINYL CA
/ (W/%" FLEXIBLE PVC
WR5 LAY 02, FORTIFI5ER
5UILD1 PAPER
ROD)
WR5 LAYER 01, CCO WRAP,
WRAPPED AR ND FRAMING
MEMBER
6" L A HESIVE FLASHING
EATHING
T ELOW EXPLODED
R CLARITY
TYP 9" THICK, 3 COAT CEMENT
Cz BEAD PLASTER
SEALANT WINDOW METAL LATH
WR5 LAYER 02, FORTIP15ER
UILDING PAPER
WINDOW FRAME
� W D SHEATHING
%-
WR5 L\11,STUCC6' WIDOVER
>OW FLANGE
E-Z 5EAD--VINYL CASING
2X FRAMING (Wl%' FLEXIBLE PVC 5AC
MEMBER *APPLY FULL 5ED OF SEALANT 5
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
Do
ROD)
EZ BEAD WINDOW CASINGI
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIFI5ER — — — —
5UILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING
OR 1/16' ZIP SHEATWING SYSTEM(
(INSTALLED PER MANI.IF. SPECS,)
SELF-ADHESIVE FLASHING —
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.00m
4t4AA #: 0003325
F
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Is
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a
F
4
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sVBDiv. & LOT:
CREEKSIDE
LOT 76
PROJECT#
04321.000 076R1
MODEL:
4EHB
"21-HAYDEN"
GAP..AGE sWiNG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
Aw>iffEGT:
UN11
PRINT DATE. 06 13 18
SCALE: 1/4"=1' — 0"
=vim
CUT WC
AT 4S'
MODIFIED 11, CUT
IN NOUSEWRAP
LINE OF UNNDOW-
OFENING
AWED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP 1
INSTALL b'—
SELF-ADHERING
FLASHING OVER
NAILMG FLANGE
JAMBS
EXTEND FLASHING MIN
I' BELOW SILL
FLEXIBLE FLASHING
DO NOT SEAL BOTTOM
FIN
STEP 6
NOT
IF ZIP 5 ATHING; 5�5i 1„1 15 INSTALLED,
FfROGEIDUfRE5
APPLY
(;
MEMBRANE
FLASHING
OVER JOINT
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
E
W
V
WW
W
4
F
4
F
ti
sysDlV. & LOT:
CREEKSIDE
LOT 76
PROJECT
04321.000 076R1
MODEL:
4EHB
"2605- HAYDEN"
CI.ARAC;E STrMC}:
RIGHT
PAGE:
WALL ASSEMBLY
DETAILS:
WINDOW
FLASHING
60 MPH EXP.
BATE: VV/ tub 1V
SCALE: 1/4"=1'- 0"
SHEET
W A5
2x& SUB-BANb
W/1 "x4" NOTCH Q
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
-I/&' TEXTURED
FINISH a WOOD
1/2" TEXTURED
FINISH is CMU
METAL F2
1�
I � 2x6 sus
METAL FASCIA � O
WRAP Ys' FROM
STUCCO, I' FROM
WOOD WALL ti
EXTERIOR WALL
(FRAME OR CMU)
\� NOTE: NOTCH FOR 2X�o
SUB BAND ONLY
`\
I
�T
DELEYATION
1/8, TEXTURED
FINISH s WOOD,
1/2' TEXTURED
FINISH a CMU
METAL LATH
WOOD SHEATHING
DR CMu
WRs LAYER "I,
STUCCO WRAP (FRAME ONLY)
WR6 LAYER 02, FORTIP15ER
WILDING PAPER
(FRAME ONLY)
ROOFINO CEMENT
DRIP EDGE
METAL KICK OUT
ROOF KICK OUT REMOVED
�1 FOR CLARITY
i ROOF DECK (5EYOND)
`�
DRIP EDGE, 1" OFF WALL
�Z_- - - (NOT INTO STUCCO)
TT/V TEXTURED FINISH Q
i WOOD, 1/2" TEXTURED
FINISH m CMU
2x6 5U5-5AND W/I"x4" NOTCH a
a.
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP I" OFF
WOOD WALL. SU5 BAND 2"
OFF WOOD WALL
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL Ca) WALL
NOTE -
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROCEDURES
SUB BAND DETAIL C) WALL
W f 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 SU5-5AND
W/Vx4" NOTCH a
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT 6
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. Y4' ABOVE 50TTOM Or -
DRIP EDGE
2x SUB -BAND
W/1Y2'x4" NOTCH a
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT 0
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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0
4
4
h
SUBIDIV. as LOT:
CREEKSIDE
LOT 76
PROJECT#
04321.000 076R1
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SVMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
60 MPH EXP.
ARCHITECT-
STATE OF FLORIDA
I
II AA
AR NO
s-asaalq i pf) 1S
DATE. / /18
SCALE: 1/4"=1' - 0"
SIMET
10"
4 T-4" 9'-4"
FM-12X16
o
bo
I N 4" CONC. w
L N
SLAB a
lei �
a
10.4.
o
I(o
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�
Iu-
J �
W�
UO
0
J V
20'-5"
28'-2"
6
R
N
taQ
Q10
Z
I
WIJ
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w
�a U ii(i 9
I
a-ui IlLu
-I-j
�llui
o
o�
1
Y
8
li
=
9 5 9,_3„
o_
1
X
1.1
#3 TRANSFER STEEL
@ 24" O.C. MAX
�0'-0" FIN. ELEV.
FIN. CONC. SLAB
I(o
4 EXTEND
2.1 SLAB 1 1/2"-\
L FM-16x16— —
9, 8, T-g
to co
lik
o
M
o
v
N w
4" CONC. `r
w
I� 0
ii SLAB
LL J
FM-12x16 0
—
n(.�
rF-771 N
FM-16xl6
11'-8"
0
0
N
39'-8"
27'-10"
TOP OF SLAB
3'_6" 8'-0"
8
! ; 15'-4" 2'-8"
i i� �4" PVC
lyr CHASE
ml
0101, �I co
d
TOP OF
SLAB itLL
I
T-5" I; 11'-10"
9
CW-12x12 1.1
L� — — — EXTE
F-24�x24 Q SLAB
iri 1 1 /2"
CWC-12xl2
UP TO 2ND FLOOR
(FIELD VERIFY
EXACT LOCATION)
5
9'-0" I, 12'-8" 1 - 9'_4"
3'-0"
x
xco
-
N fV
o
UI
C9 2
o
r
(o
t2�
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to
4 4
FM-16xl6 Y n
3
I
o
� N
P
4" 10'-01, 4" 6'-8" 20'_4"
18'-0" 21'-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
1NINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.01NDICATED #5 BAR, OINDICATES #6 BAR,W NDICATES #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.1.530-13/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 j 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 QUANTITYAS BARS IN FOUNDATION, WITH 30" LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF,
TOP REINF.
T.O.F.
SHORT
LONG
FM-12x16
12"
CONTINUOUS
16"
-
(2)#5's
(+)0'-0"
FM-16x16
16"
CONTINUOUS
16"
-
(2) #5's
(+)0"-0"
FM-20xl6
20"
CONTINUOUS
16"
-
(2) #5's
(+)0"-0"
FMC-16xl6
16"
CONTINUOUS
16"
-
(2)#5's
#5INCURB
VARIES
CW-12x12
12"
SEE PLAN
12"
_
(2) #5's
(+)011_0"
CWC-12x12
12"
SEE PLAN
12"
-
(2) #5's
#5 IN CURB
VARIES
F-24x24
24"
24"
12"
(2) #5's
(2) #5's
(+)0„-0"
1441 N. RONALD REAGAN 81
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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04
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W
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i7
4
t�v
64
BVHDIV. de LOT:
CREEKSIDE
LOT 76
PROJECT#
04321.000 076R1
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SVfMG:
RIGHT
PAGE:
FOUNDATION
LPLAN
60 MPH EXP.
ARCHn ECT-
STATE OF FLORIDA
a TE 06/13/18
8CALM: 1/4"=11- 0"
39HEET
t
°
EXT. PORCH SLAB
W/ 1/: ISOLATION
JOINT (WHERE
APPLICABLE)
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
8" CMU WALL
d SEE SLAB SCHEDULE
a L
4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
Z • • SEE SCHEDULE
FOR WxD, BAR SIZE
iv AND BAR QUANTITY
LAP TOP PLATE A MIN. OF 48"
AND NAIL W116d 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
TOP OF
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36,
#7
42"
EXTERIOR MONO -FOOTING
SCALE: 3/4"=1'-0"
3 112" DIAMETER CONC
FILLED STEEL PIPE
4 6x6 METAL PLATE
/—
BASE W11/2"x6"
ANCHOR BOLTS
a
a.
d
V-4" I,
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCKING
SECURE BT. PLATE TO
SLAB W/10d MASONRY NAIL
16" OIC STAGGERED.
SCHEDULE
SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
INTERIOR FOUNDATION WOOD WALL
SCALE: 3/4"=V-0"
(NO UPLIFT)
Z
STEEL REINFORCING IN GROUTED
Q a CELL SEE PLAN FOR SIZE AND
Fn N SPACING REQUIREMENTS
ll.l
00 w
�a a
p 8" CMU WALL
J HT H l ..
SEE SLAB SCHEDULE TOP OF
EXT. PORCH SLAB 4" CHAMFER (I-STORY)
W/ 1/2" ISOLATION �a 6" CHAMFER (2-STORY)
JOINT (WHERE • ° • EE SCHEDULE
APPLICABLE) Z FOR WXD, BAR SIZE
AND BAR QUANTITY
fV
OgEX T E RIO R MONO-FOOSLE INARAE
i
0
j U
NEW REINF. BAR
O 0-
SECURED W/2-PART
d aJ
EPDXY. MIN, EMBED
8", UNO
Q p
FOLLOW ALL MANF.
SPECIFICATIONS FOR
Q
USE AND
00
PREPARATION OF
HOLE.
ZNT
ul
J
O
O O}
co
1� n
4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
ADDING BAR TO
MONOLITHIC FOUNDATION
SCALE:
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
�:i0- lllow
■i�ii�1=111��
EE SLAB SCHEDULE
ISOLATED" COLUMN PAD
CENTERED UNDER WALL AND
POURED MONOLITHICALLY WITH
ROUNDATION AND SLAB
OR I D, BAR ZE
AND BAR QUANT
1461-7
CMMNED EXTERIO
10 F TING AND COL. P
10If
�
WKell
ea
30"
MIN. EACH WAY
FOOTING
0
D
Fr Dp v
O p.
P P D
P d I FM
PI I o I CORNER BARS, SAME SIZE AS BAR
IN FOUNDATION WITH 30" LEG EACH
WAY AT ALL CHANGES IN DIRECTIONS
-P SO THAT THE STEEL REINF. IS CONTINUOUS
o I MATCH AMOUNT OF CONTINUOUS BARS
v �
D I D ILL CONTINUOUS STEEL MONOLITHIC
b FOOTING REINFORCEMENT SEE SCHEDULE
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), UNO
MONOLITHIC FOUNDATION
CORNER BARS DETAIL
LAP TOP PLATE A MIN. OF 48"
ND NAIL W/ 16d COMMON
LS, 2-ROWS, 4" O/C BTM.
LA O OCCUR OVER STUD
2x4 OR 2x COD 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"
SCALE: 314"=V-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCKIP
T. P TE TO SLAB W/
E ANCHOR W/ 2"
T IN HIGH STRENGTH
/2" EMBED. MIN. @ 16" OC
SLAB SCHEDULE
FSLAB arO - —�
°
° a
°
b m
a
° • a a •
EQ. EQ. SEE S EDULE
FOR WXD, SIZE
AND BAR QUA ITY
TERIOR CURB FOUNDATION WOOD
7 SCALE:3/4"=1'-0"
(W/ UPLI
POURED LINTEL CONT. (TYP.)
•O 8" CMU FILLED CELL (TYP.)
2X WALL FRAMING
1/2" DIA. USP 72503D E30LTS 5"
MINIMUM EMBEDMENT INTO
GROUTED CELL, 4" FROM ENDS AND
16" O.C. VERTICALLY MAX
INTERIOR FRAME BRG WALL TO
BLOCK WALL CONNECTION
SCALE: 3/4"= V-0"
3J
O
�w
ul =
w U
w u)
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
6YN\��KILIf�IQ�1Y
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCKING
SECURE BT. PLATE TO
SLAB W/10d MASONRY
NAIL 16" O/C STAGGERED.
SLAB SCHEDULE
+_ �._�..
TOP OF SLAB °
° a
a a
°
°
, 1 � j
°
EQ. EQ. EE SCHEDULE
FOR WXD, BAR SIZE
AND BAR QUANTITY
L 8 INTERIOR CURB FOUNDATION WOOD WALL
r` SCALE: 3/4"=V-0" (NO UPLIFT)
FOR
NRY
ISET
EV:
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
00
oil1111
9VHDIV. & LOT:
CREEKSIDE
LOT 76
PROJECT*
04321.000 076R1
MODEL:
4EHB
"2605—HAYDEN"
GARAGE S11IMG:
RIGHT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
RMMP/A AWUCbIACRA
L_ AR NO 93723 04
D TE 06/13/18
SCALE: 1/4"=1'-0"
SKEET
SI.IA
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
z
SPACING REQUIREMENTS
STEEL REINFORCING IN GROUTED
MIN. 10" T EAD W/+1" NOSE
CELL SEE PLAN FOR SIZE AND
a
z
SPACING REQUIREMENTS
O
8" CMU WALL
PAVERS
#4 REBAR ( )
4
m w
U)
Q a
8" CMU WALL
TOP OF SLAB r
rn
z
a
TOP OF SLAB
1/2" RADIUS OR
[if
O
SEE SLAB SCHEDULE
m U
J
CHAMFER
o
O
SEE SLAB SCHEDULE
U)
w 0O
d e a
+_ 0'-0" o
w h
c w
TOP OF SLAB
a s
w
SEE SCHEDULE
w
FOR WxD, BAR SIZE
� W
Z w
m a
s
• s
AND BAR QUANTITY
<
a O O
° ° • °
• ° a°
SEE SCHEDULE
iv W
r m O
EQ.
EQ.
SEE SCHEDULE
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
T(DRENCH FOOTING
IOR STAIR
D IL
INTERIOR CURB
FOUNDATION
CMU WALL
INTERIOR FOUNDATION
CMU WALL
AT ALL PAVER AREAS SCALE:1/2"=1'-0"
ALE:1/2"=1'-0"
A MIN. OF 48"d
COMMON
VERIFY HEIGHT
, 4" O/C BTM.
OF WALL W/ PLAN
N
OVER STUD
D BEARING PROVIDE BLOCKING
WALL W/ SYP No TUDS SEE
PLANS FOR SPACIN SINGLE
U BT P E TO SLAB W/
BTM. PLATE TO BE PT.
PROVIDE DEL. TOP PLAT 1/ "x " EANCHOR W/2"
A ET IN HIGH STRENGTH
E 5-1/2" EMBED. MIN. @ 16"
USP SPTH4 OR SPTH6 BTM O AX.
AND TOP PLATE ANCHORS W/
10d x 1 1/2" COMMON NAILS
FILL ALL HOLES, DO NOT USE
10d x 3"
SEE SLAB SCHEDULE
TOP OF SLAB
a °.
a a
4
SEE S - EDULE
FOR WX0, SIZE
AND BAIL QUA TY
INTERIOR FOUNDATION WOOD WAL
5
SCALE:3/4"=1'-0" (W/ UPLIFT)
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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rl
W
A
E
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SIVHDIV. & LOT:
CREEKSIDE
LOT 76
PROJECT#
04321.000 076R1
MODEL•
4EHB
"2605—HAYDEN"
GARAGE 9VrMCi:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHTECT-
STATIE OF FLORIDA
ABOUCHACRA
06/13/18
SCALE: 1/4"=12- 0"
SHEET
S1.1B
0
24'-4"
17'-8"
12'-0"
Ll6'-0"
2'-4"
0
0
0
0
0 0 0
0
28'-2"
29'-4"
00
36'-2"
37'-6"
0
1 0
El
c
N
N
co
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w:.
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0
0
M
M
MM
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0
0
N
d'
bo
13'-4"
°
N
3,4„
a
10'-O"
Rzii
12'-4"
FIRST
FLOOR
DOWEL PLAN
SCALE: 1/4" = 1'-O"
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
l AA #: 0003325
r
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�111'11,
SlUDDIV. 8a LOT:
CREEKSIDE
LOT 76
PROJECT#
04321.000 076R1
MODEL•
4EHB
"2605-HAYDEN
GARAGE SVfMG:
RIGHT
PAGE:
FIRST FLOOR
DOWEL PLAN
60 MPH EXP.
DATE: 06/13/18
SCALE: 1/4"=11— 0"
SHEET
S1,2
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
TIE VERTICAL REBAR ° VARIES PER ELEV.
TO HORIZONTAL Z 9 =�
REBAR W/ 10" HOOK a a d a
a
GROUTED BOA BEA
04
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I
I
a s
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AE L
a
Z 4 d.
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d a
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Q
a ° Q
#5 BARS
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a aIN
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° a ee o a O
It FOR INSPECTION _ 4 d a ° °: , m
m a
o d Q a
Fo�l qco
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° d 4 ° TO HORIZONTALcr I ` ° a ; REBAR W/ 10" HOOK O • o
b
r --^-- ° ° I C'i
a a
Zjr
LLI
MO
U
d
° • CMU UNIT DIMENSIONS
ARE NOMI
OFFSET METHOD CONTINUOUS
METHOD
HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL
REINFORCING REINFORCING
SCALE' 3/4"=1'-0" 2 SC -
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
co NAL SIZES
• MASONRY SYMBOLS
3 SCALE: 3/4"=l'-O"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
F
W
V
W
y
q
E
Li
BVHDIv. 8t LOT:
CREEKSIDE
LOT 76
PROJECT*
04321.000 076R1
MODEL:
4EHB
$$2605-HAYDEN"
GARAGE 9TrMG:
RIGHT
PAGE:
DETAILS
60 MPH EXP. C
ARCHRECT:
A ABCK C�ACRA
NO 93723
r +. &N a
DATE: 06 13/18
SCALE: 1/4"=1'—Q"
HHEET
S1.2A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS.
SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILT] 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
(2) 2x6
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
Yc
(PSI)
SIZE
W'xH'
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x16
—
(1) #5
(1) #5
N/A
—
GROUTED SOLID
BB2
MASONRY
3000
8x8
—
(1) #5
1 —
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 W
PRECAST
& PRESTRESSED
U-LINTELS
Cws�iwn
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
�
SAFE
IFOAD
/��`/���.
�*��_�%
SAEE
LOAD
-POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
8U8
8F8-0B
8F12-0B
BF16-OB
8F20-0B
8F24-0B
8F28-08
8F32-08
TYPE
LENGTH
8U8
8F8
RCMU
TYPE
LENGTH
8F8-IT
8F12-IT
8MAT
OF20-IT
8F24-IT
8F28-IT
8F32-1T
8F8-1B
BF12-1B
BF16-1B
BF20.1B
SF24-iB
BF28-1B
BF32-18
8F8-2T
8F12-2T
BF16-27
8F20-2T
8F24-2T
8F28-2T
8F32-2T
3'-8" (42') PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3-4- (42') PRECAST
1025
1024
1598
3'-8" {42') PRECAST
1569
2655
3524
4394
5283
6132
7001
3069
a605
6113
7647
8974
10394
11809
1560
2855
3524
4394
5263
6132
7001
4'-0" (48') PRECAST
1988
2561
2751
3820
4800
5951
7034
8107
4'-0" (48') PRECAST
765
763
1309
4'-0" (48') PRECAST
1363
2305
3060
3815
4570
5325
6079
2693
4605
6113
7947
3753
1 7947 a;
8974
10394
11809
1369
2305
3080
3815
4570
5325
6079
4'-6" (54') PRECAST
1599
1969
2110
2931
4576
5400
6224
4, 6„ (54') PRECAST
592
591
1073
4'-8" (54') PRECASi
1207
2040
2707
3375
4043
4711
6379
2189
4375
1 6113
8672
10294
11809
1207
2040
2707
3375
4043
4711
5379
5'-4" (64') PRECAST
1217
1349
1438
1999
3123
38M
4249
5'-4" (64") PRECAST
411
411
745
64" (64") PRECAST
1010
171 „
2276 p)
2838
3399
3961
4522
1663
3090
5365
734 ,
8733 y
10127,
1010
1715
2276
2838
3399
3961
4522
S-10" (70') PRECAST
1062
1105
1173
1631
2549
3009
3470
S-10" (70') PRECAST
340
339
616
6-10" (70') PRECAST
909
1587,
2043,
2593
3107
3620 a
4133
1451
2622
4360
022D5
6036,
7181,
8326
929
1567
2080
2593
3107
3620
4133
6'-6" (78") PRECAST
g08
1238
2177
3480
3707
4383
5061
6-6" (78") PRECAST
507
721
490
, ,
6-6' (78") PRECAST
835 12
1407
16 ,.
2329,"
279 ,
3251 a
3712px)
1238
2177
3480
8360
1039{y1
882504)
835
1407
1868
2329
2790
3251
3712
T-8" (90') PRECAST
743
1011
1729
2632
2698
3191
3685
T-6" (90") PRECAST
424
534
363
T-6 (90") PRECAST
727 3
10651zs)
1624 ,
2025
242
2827M
322E a
1011
1729
2661
1 3898
5661
84871a1
6472 ,
727
1 1224
1624
2025
2426
2827
3226
9'-4" (112') PRECAST
554
699
1180
1625
7M4
3486
2818
3302
9'-4" (112) PRECAST
326
512
230
9'-4" (11,2') PRECAST
591
708
1136pe
1474
181
2157,3r
2500 m
752
1245
1643
2664
3466
47059
6390a
591
882
1316
1843
1969
2294
2619
10'-8" (126") PRECAST
475
535
890
1247
2003
2777
2163
2536
10'-6" (126") PRECAST
284
401
180
10'-6" (126") PRECAST
530
575(2a
918
1188
1461
1736
20110
643
1052
1533
2003
2781
3643M)
47541
530
695
116DN
1472 ,
17630
2055
2346
11'-4" (138') PRECAST
382
582
945
1366
1846
2423
3127
4006
11'-4" (138') PRECAST
260
452
154
11'-4" (136') PRECAST
474
50412s
800
1037 z.
127
1513(3z)
175332
582
945
1388
1846
2423
3127
4008
494
607
104Z,0)
13721n)
1643 m
1915s)
2787
12'-0" (14d') PRECAST
337
540
873
1254
1084
2193
2805
3552
12'•0" (144') PRECAST
244
402
37
12'-0" (144') PRECAST
470 9)
456 3
724 ,
938 0z
115
1369
15853z
540
873
1254
1684
2193
2805
3552
470
550
9401,
1302(1,)
1560(1
1818m)
2075 ,p
13'-4" (160") PRECAST
296
411
755
1075
1428
1838
2316
2883
13'-4" (160') PRECAST
217
324
0
13'-4" (180') PRECAST
418 ,5)
386 22)
607
785 30
964 0
1143 ,
1323 ,
471
755
1075
W8
1838
2315
2883
448
460
780
1159 ,
1418 o
IMig)
1887,
14'-0" (188') PRECAST
279
424
706
1002
1126
1697
2127
2630
14'-0" (168') PRECAST
205
293
100
14'-0" (188') PRECAST
384 ,
358 ,
560
724
889
105430
1220 30
442
706
1002
1126
1697
2127
2630
410
1425
717 m
1963 P1
135kp
1582R2
1807 2,
14'-8" (178') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
14'-8" (176) PRESTRESSED
N.R.
284
91
14'-8" (176') PRESTRESSED
239
334 p,1
520
672
825
976
1131 30
458
783
1370
i@P2
2245
2517
2712
240
395
663
980pn)
1303gl
1516
173424
164" (184') PRESTRESSED
N.R.
NR
NR
NR
R
NR
NR
NR
(184') PRESTRESSED
N.R.
259
83
15'-4" (184') PRESTRESSED
224
313
486
627
769(29)
911 29
105429)
412
710
1250
1733
2058
2320
2513
230
368
616
908 po)
1240(2s)
1460 2r
1668 26)
1T 4" (208') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
1T-4" (208') PRESTRESSED
N.R.
94
64
1T-4" (208') PRESTRESSED
187
263 ,
405
521
636 22
756 z
873 2r
300
648
950
1326
1609
1B49
2G47
192
306
606 E)
740 Qq
10052
1271 ,
1473 ,
194" (2321 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
447
547
647
747 z3
235
420
750
1037
1282
1515
1716
160
263
429
623 (,e)
841 m
1059
1227 30)
21'-4" (258') PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
21'-4" (258') PRESTRESSED
N.R.
25
42
21' 4" (258') PRESTRESSED
142
204 ,
307
393
480
566 a
655 2e
180
340
598
B45
1114
1359
1468
142
232
373 m
537 tlD
721 W
905 A
1046 zs
220 (284') PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
22'-0" (284') PRESTRESSED
N.R.
6
40
27-0" (264') PRESTRESSED
137
197(16)
295'
379
462
54e
63023
165
315
550
784
1047
1285
1399
137
223
358
513 ,
886 za
883
9992e
24'-0 (288') PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
24'-0" (288') PRESTRESSED
N.R.
91
33
24'-0" (288') PRESTRESSED
124
179 ),4)
267 �,;
342 p,)
416 ,)
a92 z,
567 (22)
129
250
450
854
BBA
1092
1222
124
202
319 )
455 ,
606 3)
757 r
876 an
(t� 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.E.C.P. CORPORAT ION-CASTE-CRETE
DIVISION ACCEPTANCE #: 16-0126.03
0 NYR Y . # "McI I *K6 t, NM.G �0 "All" .Y'.( .1G1 W A
0. 8F16/1T/OM/OB 8F16/1T/OM/OB 500
�V ,� = y , ,z, 11010 f4N
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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SUDDIV. ae LAT:
CREEKSIDE
LOT "76
PROJECT
04321.000 076R1
nd0DEL:
4EHB
"2605-HAYDEN"
GARAGE BiPTG:
RIGHT
PAGE•
FIRST FLOOR
LIFT BEAM
PLAN AND
NOTES
60 MPH EXP. C
ARCHTECT-
STATE OF FLORIDA
13
AAA
AR NO
DAI�TE 06/13/16
SCALE: 1/4"=11- 0"
SHEET
NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" -
1. PLACE LINTEL ACROSS TOP OF OPE NI NG. BOND BEAM 1#5
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
PLACE STEEL 3. HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
�O 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" Zp
0114 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
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5
COURSE OF BOND BEAM ----------� TOP OF THE LINTEL.
VERTICAL REBAR W/ 10" HOOK S �\ ��� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �$
�iP� FAG 8x, 6 DBL. BOND TOP OF
I? BEAM W/ (1) #5 BAR BOND BEAM
EACH COURSE
8x8 BOND
• QQ�G�\�� W/(1) #5 BAR BEAM BOND AM
BE
OFO
F = FILLED W/ GROUT t
7PnNln
U = UNFILLED GROUT SOLID FROM TOPNOMINAL LINTEL TO TOP OF BOND OF OPENING
WIDTH # OF #5'S, IN 2ND BOND BEAM
#5 BAR INEAM BEAM COURSE SEE NOTE 5
M/0 B 8x8 PRE -CAST CONCRETE
NOMINAL-- LINTEL W/ (1) #5 BAR (L2)
LENGTH OF BAR =WIDTH OF MASONRY
$P� HEIGHT BONDBS,TOP OPENING -2" BEAM DESIGNATION
CORNER OR
IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE
REINFORCING OF BOND BEAM THATXFXX-1T/1M/OBINDICATES ADOUBLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER
1 SCALE 3/4"=1'-0" AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP
OF OPENING
P CAST HEADER(MIN)
SINGLE BOND BEAM 2x4 (MI X 3) 1-3/16
AT HIGHER ELEVATION TAPCON O RIVE PIN (MIN
WINDOW SHAKSNHEAA
SIZEN OOIMIN EMMI DMENDT 1
SINGLE BOND BEAM 1/4") 8" FROM EACH D AND
AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4'
ILal_ EMBEDMENT or
PASSHOIWN
BAR BENT
2x6 (MIN 2 X 3) 2-3/16 TAPCON
PRE -CAST' 1114" OR DRIVE PIN (MIN SHANKWINDOW SIZE.145 MIN HEAD SIZE .300
SILL MIN EMBEDMENT 1 114") 8"
LOPE FROM EACH END AND 18"
7p
O.C. MAX. MIN 1-1/4" . 2 6 EMBEDMENT
0
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 114") 8" FROM EACH END AN SECURE TO SHEATHING
UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4"
MIN, 2-12d PER BLK. EA. EN
BOND BEAM EACH CELL HOOKED IN EMBEDMENT
TOP BOND BEAM W/ 7/16" OSB SHEATHING
STANDARD ACI HOOK TYPICAL MASONRY WINDOW
CMU WALL
CORNER BARS SILL CONSTRUCTION ARCHWAY FRAMING DETAIL
O�AT CORNER STEP 5 SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
IN
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL.
� I
> I
I SINGLE #5 CORNER
BAR, 3Ox30 TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
�F FILLED
CELL BOND. BEAM
8x8 CMU PIER PROVIDE 45 BAR
I I / W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE
SEE PLAN. STEEL REINF. OF OF ELEVATION
ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE
LINTEL.
CHANGE IN
ELEVATION OF BOND BEAM
7 SCALE: 3/4"=1'-0"
6 SINGLE LINTEL, MULTIPLE OPENINGS
SCALE: 314"=1'-0"
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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04321.000 076R1
MODEL
4EHB
'2605-HAYDEN"
C#A RAGE SWING:
RIGHT
PACE:
DETAILS
60 MPH EXP. C
06/13/18
SCAIX: 1/4"=1'— 0"
F=}, rW4
S2.1A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP OTC W/ (13) 10d x 1 1/2" HOG 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" HOG NAILS, WOOD TO WOOD:
USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG 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 A.CCTUATED
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. AVOI D 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 REINFORCEME=-NT
WD 1 4X6 (3 }l2"x5 Yz") SYP. PAU46 W/5/8" DIA x 5" 51S31A
PT., WOOD POST EXP. BOLT
GIRDER TO CMU WALL W/USP
LGUM28-3 W/(4)1/8"x4" WEDGE
BOLTS AND (4) WS3 WOOD
SCREWS TO GIRDER
4
2-PLY
G: 4922 LBS
1-PLY
U: 345 LBS
G: 1709 LBS
1A
RE
li u n
1-PLY
= II = °' U: 432 LBS
G:1A64 LBS
w GT 3.1
3
3.1B
7 I I I I I I I I I I I I
II II II II II ii II I[71711
II I1 II 113.1
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II II it II II II II II li II II lI II II IIII II II II II
II II II II II II II II II II II II II II IIII II II II II
II II II II II II II i 1 I II IIII II II II II
12x4 WOOD I I I I
WALL W/ IIII I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I SYP. NO.2 I I 1 I 2x4 WOOD STUDS @
WALL W/ 12" O.C.
SYP. N0.2 IIII I I I I I I I I
II II 11 II II I 11 II oil
STUDS@I I I I I I IIII
12" O.C.
LVL IIII II II II II
— — I 2-PLY
5326 LBS 4
II II II �I II II II 4 II II II
DBLSTUD II I 3.1 II
1
3.1 _ _ - _ II II II II II II II II II II
4 11 II I I1 II I I II II II II
OE II II II II II II II II II II"
II 31 I P;EFABRFCATED FLOOR
------- —USSES@24"O.C._
II II II II II II II II II II
II II II II
II II II II II II II II II II
----- T---- -- IIII 11 I) I) 11 I 10E I 11 I I I I
X-ff-
.1/ 311 1 1 1 1 1 1 1 1 I I 1 1
1 1 1 I I �-----------------Jl- -- - If -3•-
FIRST FLOOR FRAMING PLAN
SCALE: 14' = V-0"
4
B
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
0111111
\�IIIIII,
SUBDIV. de LOT:
CREEKSIDE
LOT 76
PROJECT#
04321.000 076RI
MODEL
4EHB
"2605-HAYDEN"
G4ARAGE 9MMG:
RIGHT
PAGE:
FIRST FLOOR
FRAMING
PLAN
60 MPH EXP.
ARCHITECT.
7
STATE OF FLORIDA
LimmUiti-it
D 06/13/18
SCALE: 1/4"=1'— 0"
SHEET
S 3