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• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY, FL 32907
TEL.
(321) 733-7092
FAX:
(321)
733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
DRAWING / CONTRACT DOCUMENT
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR
AND IN NEED OF FURTHER DETAILING OR
EXPLANATION IN ORDER TO BUILD THIS PROJECT
BASED ON THIS DRAWING SET, THE CORRECT
PROCEDURE IS FOR THE BUILDER TO SUBMIT A
WRITTEN R.F.I. (REQUEST FOR INFORMATION TO
THE ARCHITECT OR ENGINEER FOR CLARIFICATION,
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF
THE CONSTRUCTION BASED ON THE DRAWING SET.
1430 CULVER [DRIVE NE, PALM BAY, FL 32907
Te1= (321) 733-7092 Fax: (321) 733-7972
DESIGN CRITERIA:
• FBC RESIDENTIAL 6TH EDITION (2017)
`
• FLORIDA FIRE PREVENTION CODE 6TH EDITION
A!C
ADJ.
• NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION
AMP.
*ALL LOCAL AND STATE CODES
BD.
CL
•OCCM'ANCY - RESIDENTIAL, GROUP R3
CAB.
CLG.
• CONSTRUCTION TYPE - VB
CLR_
• MIN. I:"1TERIOR FINISH - CLASS B
CONC.
CPT.
• BASIC WIND SPEED - Vult=160 MPH
C.T.
C.T.D.
Vasd=.124 MPH
• EXPOSURE - C
D.G.
• 1-STORY RESIDENCE -
DM.
• 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL
DISP.
AND STATE CODES
DR.
D.S.
SQ.FT. CALC.'S
D.W.
EA.
ELEV.
1ST PLR LIVI NG 1019 SQ. Ft.
EQ.
Exx.
2ND PLR LIVING 1413 SQ. FT,
EXT.
F.G./FX .
TOTAL LIVING 2432 SQ. FT.
F.G.
FIN.
GARAGE 432 SQ. FT.
FLR.
ENTRY81 SQ F
FLUOR.
FR. DR.
COVERED LANAI 80 SQ. FT.
FTG.
GA.
TOTAL 31111 so, FT.
GAR. LISP
G.F.I.
A/C VOLUME 202112 GI_
GYP. BD.
H.B.
H.C.
HDR.
HGT. OR HT
NSUL.
INT.
LAV.
LUM.
M.C.
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
ABOVE
AIR CONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
BOARD
CENTER LINE
CABINET
CEILING
CLEAR
CONCRETE
CARPET
CERAMIC TILE
DRYER
DOUBLE
DUAL GLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNSPOUT
D
DISHWASHER
EACH
ELEVATION
EQUAL
EXHAUST
EXTERIOR
F
FUEL UEL GAS S
FINISH
FLOOR
FLUORESCENT
FRENCH DOOR
FOOTING
GAUGE
GARBAGE DISPOSAL
GROUND -FAULT
CIRCUIT INTERRUPTER
GLASS
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
HEIGHT
INSULATION
INTERIOR
LAVATORY
LUMINOUS
MEDICINE CABINET
M
MIN.IN.
M.T.
MTD.
MTL.
N.T.S.
O.C.
PL
P.B.
PH.
PIT.
PLYWD.
P
P.T.T
R.
R.A.
R.A.G.
REF.
RM.
RO.
S.C.
S.D.
S.H.
SLIT.
SHTHG.
S
Sim.
L.
SL.
S
STD.
S WS
TEMP.
Tax.
T.O.P. 4
T.O.S.
TYP.
U.N.O.
W.P.
W.
W7
WD.
VI
W/H
W.I.
MANUFACTURER
MINIMUM
METALTHRESHOLDARCHITECTURAL
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTY LINE
PUSH BUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
RISER
RADIUS
REFRIGER TORILL
REFRIGERATOR
ROOM
ROUGHOPENING
S
SOLID CORE EXT DR
XT
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SLIDING SIMILAR
SLIDING GLASS
STANDARD
SHEAR WALL
SECTION
TEMPERED GLASS
THICK
OPO
TOP OF PLATE
TOP OF SLAB
TYPICAL
UNLESSNOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
DATE
DESCRIPTION
SHEET
DESCRIPTION
PG Cl-COVER SHEET
PG GN—GENERAL NOTES
PG Al —FIRST FLOOR PLAN
PG AIA-FLOOR PLAN SECTIONS/DETAILS
PG A2-SECOND FLOOR PLAN
PG A311—ELEVATIONS FRONT & REAR "H"
PG A4H—ELEVATIONS LEFT & RIGHT "H"
PG El —FIRST FLOOR ELECTRICAL PLAN
PG E2-SECOND FLOOR ELECTRICAL PLAN
PG Ml-FIRST FLOOR MECHANICAL PLANS
PG M2-SECOND FLOOR MECHANICAL PLANS
PG PI -PLUMBING PLAN
PG DI —DETAILS
PG D2—DETAILS
PG D3—DETAILS
PG D4-PRODUCT APPROVALS
PG WA! -WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS
PG WA6-WALL ASSEMBLY DETAILS
STRUCTURAL SHEET
DESCRIPTION
PG Sl—FOUNDATION PLAN
PG S1.1A-DETAILS
PG S1.1B-DETAILS
PG S1.2—FIRST FLOOR DOWEL PLAN
PG S1.2A—DETAILS
PG S2—FIRST LIFT BEAM PLAN AND NOTES
PG S2.1A—DETAILS
PG
PG
S3—FIRST FLOOR FRAMING PLAN
S3.1A—DETAILS
PG
S3.1B—DETAILS
PG
PG
PG
PG
PG
S4—SECOND FLOOR PLAN'
S4.2—SECOND FLOOR DOWEL PLAN
S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES
S6—ROOF FRAMING PLAN
SN1—DETAILS
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngrotip.com
AA #: 0003325
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S'U'BDIV. 8r. LOT:
CREEKSIDE
LOT #11
PROJECT#
04321.000 011R3
MODEL,
4EGB
"GALEN"
GARAGE SWING:
1
PAGE:
COVER
SHEET
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
161
PRINT
DATE: 07/12/18
SCALE: 1/4"==1'-0"
SHEET
C1
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GENERAL NOTES
SITE WORK
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
1.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT),
TIMBER
6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED
1.
ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO.
2.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
HEREIN:
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
FINISH GRADES, PLANTING AND IRRIGATION.
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
C. SOUTHERN PINE INSPECTION BUREAU:
DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.
3.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
ARCHITECT.
D. TRUSS PLATE INSTITUTE:
I DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002)
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL
E. APA - THE ENGINEERED WOOD ASSOCIATION
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
I. ENGINEERED WOOD CONSTRUCTION GUIDE
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
5.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8"
2.
ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
3.
MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
6.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4.
NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
7
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
5.
WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
8
EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE.
6.
MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
9,
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
PLUMBING
7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
REQUIREMENTS.
RE Q
1.
SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2.
WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
10.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
3.
CONDENSATION LINES SHALL BE MINIMUM Yd' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX.
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
4.
SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED.
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
5.
ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6.
NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
GARAGES AND CARPORTS
11.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
7.
SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2.
1. GARAGE DOOR
DRAWING.
8.
FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903.
A. ENGINEERED FOR MIN. WIND LOAD, LISTED OH COVER SHEET
9.
THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
12.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
10.
DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2.
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
EXTERIOR WALL COVERINGS
2. AS PER SECTION .1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
1.
ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
OT PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
PURPOSES SHALLL NOT
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE
SOLID WOOD DOORS NOTT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
1-3l8 INCHES THICK, OR 20 MINUTE FIRE RATED DOOF�S.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
3, AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
AGRICULTURE AND CONSUMER SERVICES."
EXTERIOR FINISHES
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
1.
WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
GARAGE.
THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2.
STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
ASTM-C926 & ASTM-C1063-12a.
LESS THAN '%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
3.
LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
"L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS
PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT.
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS - DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4.
SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7.
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
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 #11
PROJECT#
MODEL:
4EGB
"GALEN"
GARAGE SWING:
PAGE:
GENERAL
NOTES
6,160 MPH EXP. C�
ARCHrrECT-
JUL
D �T 07/12/18
SCALE: 1/4"=1'-O"
SHEET �T
G�V
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.S.1 THROUGH MC R302.SA
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5
38'-8"
10'-0"
12'-4"
-4"
i'-4"-4
o--------
I
I
o
I
COVERED
I
LANAI
I
8'-8' CLG. I
ill-all-4°v
I
I
9'-0'
3052-SH
l2) 3052-514
6PJ6s S:CsD _
I
I
I
GREAT
j
II
9 A
ROOM
DINING
II
1 O
0
v V CLG.
a'-W CLG. �;'
•
I I
I
KITCHEN I
o
I
I I •
�' a'-e' CLG.
CONT.
I
I I
HANDRAIL
42' H. HALF
WALL W/ CAP
iii OFT.
I
S
i i REF
4'-0"
8'-8"
5'-0'
5'-8"
4'-0. i� 3'-0'
POST
u
2X8
I I I I I I
STOR.
UPtI I
i
I I I I I I
I I I i i I
,y� INK
PAN.
1
PWDR.
s'-e' cLG
a�\
STAIR DATA
16 RISERS ! 1.54'
I5 TREADS • 10'
+I' NOSING
III
BOLLARD
III
I I I
III
AS REQ.
PER BLDG.
B
�111
FLEX
CODE
a'
-a' CLG.
GARAGE
III
CLG.
FOYER III
a'-$' CLG III
3068 W/
36'XI0' TRANS. MTj
-- (2) 3052-514
'1' - 4'
9' - 4"
E-8' NTRY
L8'
CLG
--------------------
16'-0'X?'-O'O.H.D.
2'-8' 4'-811 eK _0u 11
81_81 1-01
21'-4"
ll'-4'
FIRST FLOOR PLAN
SCALE: 1/4 - 1'-0'
V
SQ.FT.
CAM'S
IST FLR LIVING
2ND FLR LIVING
10143
1413
SQ. FT.
SQ. FT.
TOTAL LIVING
GARAGE
ENTRY
COVERED LANAI
2432
432
$ I
80
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
31111
SQ. FT.
A/C vowm
20211.2
C01001 9 AND CLADD114 W!D LOADS
SAW WND SPOSEM FOR 8 sED= OIJ81"s
OPEO 99
ANaTVFE
19fIIm
FDOTAOE
am
1ao WH WID lND
FBL410
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR, MIN. CRITERIA
SA2.D. MIN.
12
5
30/-31
CRITERIA
8010 O.H.D.
56
5
30/-38
16010 O.H.D.
112
5
29/-35
SOFFIT
N/A
5
31.6/-38.8
ROOF TILE
N/A
3
-68
-58.2S29
IF
IF
BASIC WIND SPEED MPH = 160 (Volt) INTERNAL
PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. COWROL DA119
NOTE:
-2-8 LOUV, DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
m DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
;n -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE
EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM)
IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS.
-THE GARAGE SHALL 5E SEPARATED FROM THE RESIDENCE E ITS
ATTIC AREA 5Y NOT LESS THAN 1/2102.1mm) GYPSUM 50ARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HA51TA5LE ROOMS
SHALL 5E SEPARATED FROM ALL HA5ITABLE ROOMS 5Y NOT LESS
THAN %1(15.9mm) TYPE X GYPSUM 50ARD OR EQUIVALENT.
UNDER STAIR PROTECTION:
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,
UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2 INCH GYPSUM 5OARDS. F5CR 2017 (6TH
ED.) 3021
MASONRY / FRAME
WALL LEGEND
8'-8' BLOCK WALL
UND ON PLANS
BRCS. HST. VARIES
112==
8' BLOCK WALL
UND ON PLANS
IS'-& BR's.
INTERIOR LOAD
BRCS. WALL UN.O.
ON PLANS
INTERIOR NON
LOAD BRC�s. WALL
UN.O. ON PLANS
-ALL INTERIOR
DOORS TO 5E 6'-8'
-ALL EXTERIOR
DOORS TO BE 6'-8'
UNLESS NOTED
OTHERWISE
1441 N. RONALD REAGAN B1
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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StM31DIV. & LOT:
CREEKSIDE
LOT #11
PROJECT#
04321.000 O11R3
MODEL•
4EGB
"GALEN"
GARAG.,ET,�,SYnNG:
we 1
PAGE:
FIRST
FLOOR PLAN
160 MPH EXP. C
ARCHfTECT=
07/12
' SCALE: 1/4"=l'—O" 1
SHEET
VAIwAmmo
AW
10'-0 3/4' 2ND FIN. FLR.
a,,V 5R3. WaT.
STAIRS RISERS TO CONFORM
TO FEICIE &TH EDITION (2011).
MIN. TREAD210' MAX RISER-1
3/4' 3/16' MAX VARIATION IN
RSERS/iREADB ADJACENT TO
EACH OTHER MAX.
VARIATION IN ANY
RISER/i1iEAD HANDRAIL
CIRCULAR CROSS SECTION
DIA TO OE 1 3/4' +-1/4' OR
F'ROVIDIF EWIVALENT
42' H. 1/2
WALL W/
CONT. —
HANDRAIL
GRASPA6ILITY WINDERS- MIN 24
6' WIDE + NARROW END MIN. 11'
WIDTH • 12" FROM NARROW
END 34' MIN. HANDRAIL HGT. -
0'-0' FIN. FLR
C I'_411
DBL.
TOP
PLATE:
�)SCALE:
BAR DETAIL V4'-I'-V'
(2) LAYERS OF 3/4' PLYWOC
OR (2) LAYERS OF 3/4' SU8
FLOOR MATERIAL RIPS FOR
SOLID NAILING
SECURE TREADS TO STRINGER—
WKWIS 3' SCREWS • EA
STRINGER, UNTI TREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
III
3/4' KICK
1" MAX. PLATE
NOSING 10, /
MIN. /
GUT 70 FIT /
/
/.
2 X 4 RE-INFORCING
/ a EA 2 X 12 STRINGER
SECURE W/12d 6'-S' Oj
2X4 ATTACHED W/ Wd
MASONRY NAILS • 2X4 P.T.
SLEEPER INTO SLAB WITHIN S'
OF EACH END, 32' OZ. MAX
Z
FLR
/
/ STAIR DATA:
16R a 7.54'
15 TREADS •
10'+ V NOSING
STOR.
3-2X12 SYP STRINWR
REINFORCED W/2X4 S"
W/CONT. BEAD OF
SUB -FLOOR ADHESIVE
PL-400 OR SIMILAR •
EA HORIZONTAL RUN
c STAIR DETAIL
3/4' TtG 81.115 FLOOR
GLUED 4 SCREWED
PER FASTENER
SCHEDULE
HANDRAIL ,s 36'
W/ 2X4 RE -INFO
cp
@OICH DETAIL
SCALE: I/4'=1'-0'
THE CLEAR SPACE BETWEEN
THE HANDRAIL AND THE WALL
SHALL BE NO LESS THAN 1 1/2'
AS PER FBCR R311.-LB 2
NOTE:
I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A
DIAMETEI. OF I1"1 2" OR A NONCIRCULAR CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4' AND
A LAR3EST CROSS SECTION DIMENSION NOT EXCEEDING 2 114". EDGES
SHALL HAVE A MINIMUM RADIUS OF 1/8'.
2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF
FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE
SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES- PER SECTION 160-1.8.1 / F.B.G. (201-f) 6th EDITION.
D :HANDRAIL DETAIL
)SCALE: 3/4' = I'-0'
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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ti
SUHDIV. da LOT:
CREEKSIDE
LOT #11
PROJECT*
04321.000 011R3
MODEL:
4EGB
"GALEN"
GARAGE S'VVnNG:
waif 1
PAGE:
DETAILS
160 MPH EXP. C
ARC -W EC: r:
STATE OF FLORNDA
J i '1 0
A ABOUCHAC RA
NO 93723
07 /12 /18
SCALE: 1/4"=1'-0"
SHEET
WK
12'-0' 2'-4" I1'-8" 12'-8"
8'-4'
8'-4'
11'-all
10'-4°
3052-SH
3052-SHESS
EGRESS
TEMP i
EGRESS
BDM#2 I'
c.& �r
N
BDRM.#4
8'-8' GIA BDRM.#3
11
S1,411 CHASE
I4'-0'
2'-4" 6'-4"
—
v
NI
Ln
-1
I
;b
BATH#2
cHASE
cn
ci1
6'-4"----
8'-8' CLGL
IR-ISH
Y.
22'x36'
ATTIC
8'-2" ACCESS
STAIR DAtA
16 RISERS o -IZ4'
`;
r
.4
.y.0
Er 6'-4"
15 TREADS a 10'
-1
+I' NOSING
IR-ISH --
WC 3-SHim aW
I
42' H. HALF I
WG 0
WALL W/ I
m
'n
I
I
CHASE CAP
TUB/
W,1.. I
I_ l I ,
`'%
3'-8" 2'-4" 2'-6" 3'210'
��/
N
o
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i
e e CLG. a8 I
I/
La
s
A OWNER'S I
® BATH
8'-8' CLG. 'x6
V. V.
W L.
'-0"
8'-8"
3'-8"
3'- 6'-8" 8'-4"
ro
�I> tip CHASE
'n
o
OWNER'S
o
SSS' ITE CLG
N
IITEMP.
I TEMP.
3052-SI.4 3052-SH
EGRESS EGRESS
0
4'-4" 9'-8" 71-4" 3'-4" 71-0,
I'I'-4"
38'-8"
SECOND FLOOR PLAN
SCALE: 1/4 - 1'-0'
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35
MM) IN THICKNESS, SOLID ORHONEYCOM5-GORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
MASONRY/FRAME
WALL LEGEND
W-8' 5LOCK WALL
UNA ON PLANS
BRCS. HGT. VARIES
8' BLOCK WALL
UNA ON PLANS
BRCS.
INTERIOR LOAD
5RCs. WALL U.N.O.
ON PLANS
II
INTERIOR NON
LOAD 5RCx. WALL
U.N.O. ON PLANS
-ALL INTERIOR
DOORS TO 5E 6'-8'
-ALL EXTERIOR
DOORS TO BE 6'-8'
UNLESS NOTED
OTHERWISE
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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03
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SIVHDIV. 8c LAT:
CREEKSIDE
LOT #11
PROJECT*
04321.000 011R3
MODEL.
4EGB
"GALEN"
GARAGE SWING:
PAGE:
SECOND
FLOOR PLAN
160 MPH EXP. C
DAT�� 07/12/18
SCAIM: 1/4"=11— 0"
SHEET
A2
26'-0' SLD HGT
2ND
11-0
4' RAISED —
BAND, TYP_
8' RAISED
BAND
10'-0 3/4' 2ND FLR
FIN. FLR.
W-S' IST FLR
5RG. HGT. �—
COACH
LIGHT
0
0'-0" FIN.
!n _ 1T r
i
10'-0 3/4' 2ND FLR
FIN. FLR. --
8'-8' IST FLR
SRCs.
-------------
0'-0" FIN. FL
0 -Io z2Ar
II
FRONT ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTARTION FLASHING PER FBCR 103.4
OFF RIDGE VENT
12
5
- - - 4 - ---
4
REAR ELEVATION
TEXTURED FINISH
SHINGLE
ROOF
�18'-5' 2ND FLR.
-01 SRCx. HCxT.
_ �10'-0 3/4" 2ND FLR.
'FIN. FLR.
�i8'-8" IST FLR
SR�x. H&T.
4' RAISED
BAND (TYP.)
-0" FIN.
2ND FLR.
BRCS. HGsT.
10'-0 3/4" 2ND FLR.
-- -- $FIN. FLR.
8'-8° 1ST FLR
- 5 . %T.
MODEL 2432-GALEN-4EGB (2-Story)
AREA OF ATTIC
= 1451 SQ. FT.
NETFREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 1451 /300
= 4.84 SQ. FT.
4.84
= 696.48 SQ. IN.
MIN. REQUIRED VENTILATION
= .4X 696.48
IN UPPER PORTION OF ATTIC
= 278.592 SQ. IN.
(BALANCETO BE PROVIDED IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT (net free area)
TOTAL#OF VENTS REQUIRED
= 2.42
TOTAL# OF VENTS PROVIDED
= 3
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEETOF SOFFIT REQUIRI
39.80
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 od
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Sulmm ea LOT:
CREEKSIDE
LOT #11
r
CT#
.000 011R3
L:4EGB
ALEN"
E' 9:
FRONT &
REAR
ELEVATION "H"
160 MPH EXP. C
DATE: 07/12/18
SCALE: 1 /4"=1'— 0"
SHEET
Wr
2ND FLR
5RCx_ HGT.
10'-0 3/4" 2ND FLR.
FIN. FLR
IST FLR
ob
BRCx. HOST.
m
IS'-&' 2ND FLR
5RCs. HCsT.
10'-0 3/4' 2ND PLR
FIN. FLR.
I5T FLR
51RGs HCaT. —
0'-0' FIN. FLR. _
GRADE
LEFT ELEVATION
TEXTURED FINISH
RIGHT ELEVATION
TEXTURED FINISH
2ND FLR
5FRG. WST_
3/4" 2ND FLR.
FLR.
_ __ S'-&" 15T FLR
BRCS. HGT.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
W04
W
0
W
q
F
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OU33DIV. & LAT:
CREEKSIDE
LOT #11
PROJECT#
04321.000 011R3
MODEI.t
4EGB
"GALEN"
GARAGE SV#MG:
RIGHT
PAGE:
LEFT & RIGHT
ELEVATION "H"
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
UL\,
r � a
DATE: 07/12/18
SCALE: 1/4"=1'-0"
SHEET
ELECTRICAL LE=-G=ND
SYM.
DESCRIPTION
-d)-
STANDARD SWITCH
-4
3-WAY SWITCH
-9
4-WAY SWITCH
DIMMER SWITCH
HE
PUSH BUTTON
ISGONNECT
T
THERMOSTAT
SINGLE RECEPTACLE (125V/20-AMP
SINGLE POLE)
nov DUPLEX RECEPTACLE
IIOV DUPLEX RECEPTACLE (EQUIPPED
WITH GROUND FAULT
NTERUPTER/TAMPER RESISTANT TYPE)
IIOV DUPLEX OUTLET (HALF OF OUTLET
WIRED TO SWITCH)
EXTERIOR WATERPROOF/GFI
RECEPTACLE (GROUND FAULT
INTERUPTER)
110V QUADPLEX RECEPTACLE
®
110V DUPLEX RECEPTACLE (FLOOR
OUNTED)
220V RECEPTACLE (4 WIRE
CTOR)
ALL MOUNTED LIGHT
CEILING MOUNTED LIGHT
PENDENT LIGHT
OOP LIGHT
LL SCONCE PRE -WIRE
ffl=415UIL5
NT PAN WITH LIGHT (I CFM PER SQ. FT.)
BULB LIGHT FIXTURE
LIGHT FIXTURE
eesanen
BULB LIGHT FIXTURE
48' TRAGIC LIGHTING
ATTIC LIGHT WITH PULL CHAIN
UNDER CABINET LIGHT
®
I'x4' FLUORESCENT LIGHT (RECESSED)
®
I'x4' FLUORESCENT LIGHT (SURFACE
MOUNT)
x4' FLUORESCENT LIGHT (RECESSED)
X
O
RECESS LIGHT
•
RECESS LIGHT (VAPOR PROOF)
CEILING MOUNTED LIGHT WITH J-BOX
R OPT. FAN
LECTRICAL PANEL (FIELD VERIFY
OCATION)
ELECTRICAL METER (FIELD VERIFY
HQ
J-BOX (WALL MOUNTED)
Q
J-BOX (CEILING MOUNTED)
CEILING MOUNTED FAN
G
VENT FAN (I CFM PER SQ. FT.)
<
PHONE JACK
(Q
SMOKE DETECTOR (CEILING MOUNTED)
®
MOKE/CAR5CN MONOXIDEDETECTOR
(C ILING MOUNTED)
CHIMES
®
MOUNTED OUTLET
DOOR OPENER
TV
JACK
-<-
USB PORT
NOTES-
• LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS
TOBE VERIFIED • HOMEOWNER
PRE -CONSTRUCTION MEETING.
# ALL RECEPTACLES IN ALL INHABITABLE ROOMS
TO BE ARC FAULT PROTECTED PER NEC 210.12(b)
# 20 AMP DEDICATED LAUNDRY CIRCUIT.
# GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
# DISHWASHER DISCONNECT TO BE LOCKOUT IN
PANEL
# BATHROOM EXHAUST FAN To HAVE MIN. CAPACITY
OF 50 CFM INTERMITTENT PER TABLE 1-11501.4 OF
FBCiR bTH EDITION (2011).
# LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT-INTERUPPTER PROTECTION FOR
PERSONNEL ON FEEDERS)
# WIRING METHOD SHALL BE NON METALLIC CABLE
AS NEC 2014 ARTICLE 300.4(5X2)
# ALL RECEPTACLE TO BE TAMPER -RESISTANT
TYPE
# ALL LAMPS SHALL BE SELECTED BY BUILDER
AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT
TYPE PER F.B.C. ENERGY CONSERVATION
(RESIDENTIAL ENERGY EFFICIENCY) 2011, Oath
EDITION R404.1
CEILING MTD. ❑ COVERED
LIGHT TO BE LANAI
INSTALLED, I
PROVIDE I
J-BOX FOR ,A
OPT. FAN
c
a o -1 0- --t. o 0 0
ITCH IN
GREAT a CABINET
ROOM r II KITCHEN
■ PCLCsam- PAN I DINING i i i of
`♦ i i
22'-8'
I
Grz
OUTLET OPT, /i' FOR DW
II
\ ----- Q
�- - 1 1 4012 i TTO�R-.��CWIF
M
PWDR. PAN.
y WH. U 4 GFI 0 44' GFI ! 44'
APP, APP.
I
LU
PRE -WIRED
+ RAGE 1 ®j 1j CLG FAN
DOOR
FLEX
a � U
GARAGE FOYER \
FIELD LU
7i KEYLESS /
LOCIFY d FIXTURE '
IRRIGATION GARAGE— —
E OUTLET + DOOR o o_ 0 0 0 0
48' APP. PREWIRE
P.R. F
I CHIME �i NTRY
- - - - T-T- - - - - -- o
I
1
I
1 0 - - - - o o
i
OPT. ,
COACH - �-
LIGHT —
FIRST FLOOR
ELECTRICAL PLAN
SCALE: 1/4 ■ 1'-0'
HOOD WIRE W/
OUTLET FOR
FUTURE MICRO.
WP Panel MAIN -A
PANEL: 8/16wpert.breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B
FEEDER: 3- #1 Cu THWN & 1-#6 Cu(G)in 1 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit I
Circuit
Watts
Description
I Bkr
Pole
I Wire
#12
1
20
Exterior Receptacle GFI for TUG
1200
2
S ace
#12
2
?0Irrigation
Pump
1000
T
4
Space
2
8
8240
A/C C.U.
40
#8
S ace
7
8
PANEL - A
PANEL: 42 crt breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 12" C.
Wire
Pole
Bkr
Description
Wafts
Circuit
Circuit
2
4
6
8
10
12
14
18
18
20
22
24
28
28
30
32
34
Wafts
Description
Bkr
Pole
Wine
# 12
1
20
Small Ap lance
1500
1
8000
Range
50
2
#6
# 12
1
20
Microwave / Hood GFI
1800
3
#12
1
20
Small Appliance
1500
5
4500
Water Heater
25
2
#10
# 12
1
20
Refrigerator
1500
7
# 12
1
20
DiningAppliance Receptacles AFCI
1500
9
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
1500
lDishwasher GFI
20
1
#12
#14
1
_ 15
Foyer/ Hall / Flex / PWDR AFCI
900
13
5000
Dryer GFI
30
20
#14
1
15
Lanai, Dining Us, Kitchen Us AFCI
900
15
#14
1
15
Great Room / Stairs AFCI
900
17
1500
Washer GFI
20
1
#12
#14
1
15
SD & C/O AFCI
900
19
1000
Gana a Door Opener GFI
20
1
#12
#12
1
30
e5
Hall / LaundryAFCI / t. Loft
1200
21
1200
Garage Lights and Rece tacles GFI
20
1
#12
#14
1
Bedroom #2 / Bathroom 92 AFCI
900
23
900
Omees Suite AFCI
15
1
#14
#14
1
15
Bedroom #3 / Bedroom #4 AFCI
900
25
900
Owners Bathroom AFCI
15
1
#14
Space
Space
27
29
1000
1000
Exterior Lights and Receptacles DR
Ira ation controls only20
20
9
1
#12
#12
Space
31
space
Space
33
Space
Space
35
36
38
40
42
Space
Space
37
Space
#8
2
35
A/C A.H.U.
eater 5 KVA at 65%
5525
39
Space
41
S ace
Load subject to demand factor calculations I line
17800
27700
Load subject to demand facto -calculations / line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor 45500
First 10000 watts at 100%
10000
Remaining watts at 40%
14200
Total A/C load
11765
LOAD CALCULATION IS BASED ON WCNON-COINCIDENT LOAD
Total Connected Load Watts
35985
Total Amps watts / 240 Volts)1g0,g
General Lighting & Receptacle Load
Total A/C Square Feet
2436
General Us & Rao 3 W / Sq. R.
7308
Hi -Hats 1 at65W/Li htat100%
165
General
17373
Ckt3# t1s/ck Totalwatts
General Us & Rec Panel A
111
6701
7373
150 /AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR (PtH
EDITION (2011J. LOCAL CODES, AND ALL LOCAL POWER
COMPANY REWIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 3t'2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
M O
PANEL
150A/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 #4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 6tH
EDITION (2011).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN Ell
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
I
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04
0
W
q
IA
9
64
r
sveDiv. LOT:
CREEKSIDE
LOT #11
PROJECT#
04321.000 011R3
M0DET •
4EGB
"GALEN"
GARAGE STrMG:
RIGHT
PAGE:
FIRST FLOOR
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHrrECT+
STATE OF FLOF�DA
JUL 1:- 2
`w.
ABOUCHACRA
NO 93723
rvr D =: 07/12/18
SCALE: 1/4"=1'— 0"
SHEET
EI
ELECTRICAL LEGEND
SYM.
DESCRIPTION
-tD-
STANDARD SWITCH
-4
3-WAY SWITCH
4-WAY SWITCH
-R
DIMMER SWITCH
�-O
PUSH BUTTON
DISCONNECT
I-®
THERMOSTAT
SINGLE RECEPTACLE (125v/20-AMP
SINGLE POLE)
IIOV DUPLEX RECEPTACLE
IIOV DUPLEX RECEPTACLE (EQUIPPED
WITH GROUND FAULT
INTERUPTER/TAMPER RESISTANT TYPE)
IIOV DUPLEX OUTLET (HALF OF OUTLET
WIRED TO SWITCH)
EXTERIOR WATERPROOF/CFI
RECEPTACLE (GROUND FAULT
INTERUPTER)
110V QUADPLEX RECEPTACLE
®
IIOV DUPLEX RECEPTACLE (FLOOR
MOUNTED)
220V RECEPTACLE (4 WIRE
CONNECTOR)
WALL MOUNTED LIGHT
CEILING MOUNTED LIGHT
PENDENT LIGHT
FLOOD LIGHT
WALL SCONCE PRE -WIRE
VENT FAN WITH LIGHT (I CFM PER SQ. FT.)
3
3 BULB LIGHT FIXTURE
4 BULB LIGHT FIXTURE
AOAOQA
6 5UL5 LIGHT FIXTURE
48' TRACK LIGHTING
ATTIC LIGHT WITH PULL CHAIN
UNDER CABINET LIGHT
®
I'x4' FLUORESCENT LIGHT (RECESSED)
I'x4' FLUORESCENT LIGHT (SURFACE
®
MOUNT)
2'x4' FLUORESCENT LIGHT (RECESSED)
O
x
O
RECESS LIGHT
•
RECESS LIGHT (VAPOR PROOF)
\ 2
CEILING MOUNTED LIGHT WITH J-BOX
R OPT. FAN
ELECTRICAL PANEL (FIELD VERIFY
LOCATION)
ELECTRICAL D R
OCA )
I--QJ
J-BOX (WALL MOUNTED)
Q
J-BOX (CEILING MOUNTED)
CEILING MOUNTED FAN
Q
VENT FAN (I CFM PER SO. FT.)
PHONE JACK
(Q
SMOKE DETECTOR (CEILING MOUNTED)
®
MOKE/CARBON MONOXIDE DETECTOR
(CEILING MOUNTED)
CHIMES
®CEILING
MOUNTED OUTLET FOR GARAGE
DOOR OPENER
TV JACK
-�
US5 PORT
NOTES:
* LOCATION OF TV JACKS E PHONE OUTLETS < FANS
TORE VERIFIED m HOMEOUNIER
PRE -CONSTRUCTION MEETING.
* ALL RECEPTACLES IN ALL INHABITABLE ROOMS
TO SE ARC FAULT PROTECTED PER NEC 210.12(b)
* 20 AMP DEDICATED LAUNDRY CIRCUIT.
* GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
* DISHWASHER DISCONNECT TO BE LOCKOUT IN
PANEL
* BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY
OF 50 CFM INTERMITTENT PER TABLE M1501.4 OF
F5CR 6TI4 EDITION (2011).
* LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT-INTERUPPTER PROTECTION FOR
PERSONNEL ON FEEDERS)
• WIRING METHOD SHALL 5E NON METALLIC GABLE
AS NEC: 2014 ARTICLE 300.4(5X2)
• ALL RECEPTACLE TO BE TAMPER -RESISTANT
TYPE
* ALL LAMPS SHALL BE SELECTED BY 5UILDER
AND 15% OF LIGHTING MUST 5E ENERGY EFFICIENT
TYPE PER F.S.C. ENERGY CONSERVATION
(RESIDENTIAL ENERGY EFFICIENCY) 2011, 6th
EDITION 9404.1
SECOND FLOOR
ELECTRICAL PLAN
SCALE: 1/4 - I'-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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LOT #11
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04321.000 011R3
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GARAGE SNNYNG:
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PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
160 MPH EXP. C
r a &N a
DATE: 07/12/18
SCALE: 1/4"=1' — 0"
FIRST FLOOR
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To
MAIN
SECOND FLOOR
PLUMBING PLAN
SCALi=: 1/4 = 1'-0'
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774,4078
www.abdesigngroup.com
AA #: 0003325
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07/12/18
SCALE: 1/4"=1'-0" 1
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FIRST FLOOR MECHANICAL PLAN
GALEN EQUIPMENT SCHEDULE
4 TONS
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A.H.U.
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HEAT
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SEER
15 SEER
TOTAL CAP
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C.U. 40 A.H.U. 35
REF LINES
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04321.000 O11R3
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"GALEN"
GARAGE SAYING:
RIGHT
PAGE:
FIRST
FLOOR
MECHANICAL
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160 MPH EXP. C
DATE: 07/12/18
SCAM: 1/4$$=1'-0"
SHEET
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6' PASS PASS PASS
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MECHANICAL
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160 MPH EXP. C
DATE: 07/12/18
SCALE: 1/4"=11— 0"
S9HEET
2
PER F
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1/2' CLG.
1/2' DRYWALL
01-01
FIN, FLR
2X4 TOP PLATE
m
2X4 WOOD
STUDS •24'
oz.
SLAB
NOTE: STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' O.C. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' O.C.
TYP. INT. WALL ( NON— BRG.
SCALE: 3/4'=1'-V'
F115ERG.sLASS SHINCTLES
OVER 030 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION RW5.1.1
ON Ii' OS.B. SHEATHING
OR I' COX PLYWOOD
SECURED PER
FASTENER SCHEDULE
5/8, GYPSUM 154
OR 1/2' HIGH
STRENGTH CLG.
BOARD
PRE-ENG 7RUSS m \_ SEE ENERIGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
MTL. DRIP EDGE PER ELEVATION
2x FASCIA PER 11_mw
TYP.
ELEVATIONS
O H.
'--R-4.I INSULATION �
VENTED SOFFIT
WINDOW ATTACHMENT
AS PER MANUFACTURES
—�1 SPECIFICATIONS
1/2' THICK, 2 COAT PORTLANDs'
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR
STRUCTURAL
Ix2 P.T. FURRINCx—
STRIPS a 24' OZ,
8' CMU
1/2, GYP. WL. BD. -
WOOD 15ASE —
a
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a. a
a d
a a °
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a �I
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OVER 030 FELT PARR
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R905.1.1
ON a' O.S.B. SHEATHING
OR I' COX PLYWOOD
SECURED PER
FASTENER SCHEDULE
STRUCTURAL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0-0' FIN. FLR
a
A a
a,
a Q
q
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NO OPENING NOTE:
PER SECTION S05.1.1 - FOR ROOF
SLOPES 2:12 TO LESS THAN 4:120 A
—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM
SCALE: 3/4'
IS REQUIRED. FOR ROOF SLOPES
OF 4:12 OR GREATER, (1) LAYER
UNDERLAYMENT IS PERMITTED BUT
MUST BE PER ASTM 0226 TYPE 11,
ASTM D 4869 TYPE IV, OR ASTM D
6151
64LY.IK AND DEAL
&AS LINE
I )' PVC SLEEVE FOR "S LINE
S" cm
VJ' 67P. LLL. BP.
YIOOO BADL?
a . a
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2 GAS LINE THRU BLOCK
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FOE ASS SHINGLES
OVER 030 F PAPER OR
SYNTHETI DUCT,
INSTALLED PE ECTION
RS05.I.ION S.B.
SHEATHING OR p X
PLYWOOD SECURED
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
3
D1
1/2' THICK 2 COAT -
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
STEEL
L
.BRACKETS
IED TO
JAMS PER
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GALV. STEEL—
;VAL REG.
VERTICAL TRACK
BY MAUR
FASTENED TO
TRACK BRACKETS
w PRODUCT
APPROVAL REGL
CORNER DEAD
e' amu SEE
STR3JCTURAL FOR
REINFORCEMENT
2xb P.T. LLD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REG.
SEALANT 4
SACKER ROD
LLEATHER STRIP
MOULDMCs ALL
AROUNDIMY
DOOR MANUFa
GARAGE DOOR JAMBS
SCALE: 1 1/2' = I' - ON
2x BLOCKING BETWEEN TRUSSES
PER STRUCTURAL DETAILS —\
STIFFBACK AT ALL UPRIGHTS
PER STRUCTURAL DETAILS
_Oo PRE-ENCs WC). TRUSS
tva
CONT. 2x RAT RUN SECURED
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS 4
5/8' GYPSUM at
HIGH STRENGTH
WINDOW
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PLASTER APPLIED
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A ;fATAWINDOW OPENING
OR
MENT AS PER
SPECIFICATIONS
0
F115ERGLASS LES
OVER 030 FE PAPER OR
SYNTHETIC DUCT,
INSTALL PER SECTION
R905 . ON 1}' OS.B.
SH THING OR;' COX
YWOOD SECURED PER
-O, ASTENER SCHEDULE
YP MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG. GABLE TRUSS
—WEEP SCREED
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STRUCTURAL DETAILS
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
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NO OPENINCs
5�1—STORY GABLE BLOCK WALL
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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SVHDIV. de LOT:
CREEKSIDE
LOT #11
PROJECT*
04321.000 O11R3
MODEL:
4EGB
"GALEN"
GARAGE SYnNG:
RIGHT
PAGE:
DETAILS
L160 MPH EXP. C
AiCMTECT:
n TE 07/12/18
SCALE: 1/4"=1'-0"
SHEET
DI
FIBERGLASS SHINGLES FI5ER3LASS SHINGLES
OVER 030 FELT PAPER OVER "3O FELT PAPER
OR SYNTHETIC OR SYNTHETIC
PRODUCT, INSTALLED PRODUCT, INSTALLED
PER SECTION R905.I.I PER SECTION RW5.1.1
ON J' O.S.B. SHEATHING ON J' O.S.B. SHEATHING
OR in CDX PLYWOOD OR 4' CDX PLYWOOD
SECURED PER SECURED PER
FASTENER SCHEDULE FASTENER SCHEDULE
F'RE-ENG WD. TRUS
PRE-ENG WD.PER 24' O.C. MAX. PER
24" O.C. M MAX. LEVAtION ELEVATION
METAL DRIP EDGE
METAL DRIP EDGE
R-30 INSULATION R-30 INSULATION
PER ENERGY PER ENERGY
CODE FORM. 2x FASCIA PER CODE FORM.
2x FASCIA PER -�" ELEVATIONS 5/8' GYPSUM BOARD ELEVATIONS I -®5/8' GYPSUM BOARD
o•H• o.H.
Tyr. OR 1/2' HIGH STRENGTH T-fm, OR 1/2' HIGH STRENGTH
CLG. BOARD VENTED CLG. BOARD
VENTED SOFFIT Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP
-4.1 INSUL. REFERENCE
REFERENCE STRUCTURAL R-4.1 INSUL.
STRUCTURAL z
4
w N
psi
w d
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WINDOW ATTACHMENT w
AS PER Lu
MANUFACTURES
SPECIFICATIONS
RENCE
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GLUED AND NAILED
`0 3/4' t 4 G SUBFLOOR AS PER NAILING
CLUED AND NAILED N SCHEDULE
1/2 7HIGK 2 GOAT Lu Lu Q AS PER NAILING I/2 THICK, 2 GOAT
PORTLAND CEMENT LL } SCHEDULE PORTLAND CEMENT Qr
PLASTER APPLIED PLASTER APPLIED }
DIRECTLY TO ut DIRECTLY TO IL
MASONRY MASONRY w m
R R
IX2 FIRE -STOP LEVATION 1X2 FIRE -STOP LEVATION
SEE STRUCTURAL SEE STRUCTURAL
IX2 FIR: -STOP
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
IX2 FIRE -STOP
R
LEVATION
5/8' GYPSUM BOARD
OR 1/2' 1-HGA4 STRENGTH CLG.
BOARD
LEVATION
IX2 FIRE -STOP
R-4.1 INSUL.
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERMNCE STRUCTURAL
Ix2 P.T. FURRING
STRIPS a 24' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
a a Q d
a a. a
a q
a n
v
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
1X2 FIRE -STOP
n W/ WINDOW OPENING
lti
2-STORY FIRST FLOOR
SECOND FLOOR BLOCK
SCALE: 3/4'-I'-V'
R
LEVATION
5/8' GYPSUM BOARD
OR 1/2' HIGH STRENGTH
CLG. BOARD
R-4.1 INSUL.
Ix2 P.T. FURRING
STRIPS * 24' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
a.
Q
d. a.
a
4 '
Q
a, a
a
n WITHOUT WINDOW OPENING
BLOCK
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
F
W
0
4
F
SVHDIV. de LOT:
CREEKSIDE
LOT #11
PROJECT#
04321.000 011R3
MODEL:
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
Q60 MPH EXP. J
a�7
JUN 6
DRnqT
A 07/12/18
SCALE: 1/4'0=1'-0"
SHEET
D2
2x6 MIN. TO BLK W/ (2)AAW' A -BOLTS 4' EMBEDMENT MIN.
'X16 WASHER AND NUT sPACED EVENLY FROM FLOOR TO
IE DOOR PPR. IN JOINTS PRIOR TO FILLI I
"
SECURE 2x4 ON
FLAT TO BLK
W/ OJT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ (5)
9 )5'X8' A -BOLTS 4- EMBEDMENT MIN. C,
W/ 24X21X& WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAtsE DOOR HDR. IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK • CENTER OF
DOOR HEADER W/(I)15'X8' J-BOLTS Fol
4' EMBEDMENT W/ 2'X2'Xlb' WASHER
AND NUT.
NOTES: C7_
ALL ANCHORS SMALL Be IN ACCORDANCE To
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
1 BUCK ATTACHMENT
3 eca.e, Im.r-m'
8' CMU
Ye' DRYWALL
1'X4' OR I'X2' P.T. NAILER
N4 P.T. OR %'XW MIN.
❑ SECURE THRU FRAME 4
EXTEND I-Y4' INTO BLOCK
® W/ �% TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I-Y4'
WITHIN 8' OF EACH END 4
IS' O.C. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y4)
DOOR JAMB TO BLACK +3/4 OR +5/4
WINDOW TO BLACK +3 4 OR +5 4
A SCALE: N.T.S.
2X4:
SECURE TO BLOCK W/ 3V
TAPCON5 OR
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMgiEDMENT I Y4')
WITHIN 8' OF EACH END 4
IS" O.G. MAX SPACING.
2X6:®
SECURE TO BLOCK W/2-Y6'
TAPCON5(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4') —
WITHIN 8' OF EACH END 4
IS' O.G. MAX SPACING.
2X8:
SECURE TO BLOCK W/2-3(e
TAP( ONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END
18' O.G. MAX SPACING.
'�' 8' CMU
❑ Xa' DRYWALL
I'X4' OR I'X2' P.T. NAILER
IrDOOR CASING
DOOR JAMB OR WINDOW
ATTACH t0 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLACK +1-1/2"
%1 WINDOW TO BLACK +1-1/2"
1J SCALE: N.T.S.
2X4=
SECURE TO BLOCK W/ V
TAPCONS (MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Ya')
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
IS' O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6am
SECURED THROUGH
SECURE t0 BLOCK W/2-3(6
NON-STRUCTURAL V
TAFCONB
TAPCON MIN. 1-41
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
8' CMU
MIN. EMBEDMENT I Y4')
A' pRYWALL
WITHIN 8' OF EACH END 4
IS' O.C. MAX SPACING.
I'X4" OR I'X2' P.T. NAILER
2X8:®
®
SECURE TO BLOCK W/2--Y6'
}(6 O.S.B. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Ya')
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
IS' O.G. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED
Y4')
DOOR JAMB
TO BLACK +1-15/16"
UWINDOW TO BLACK +1-15/16"
C SCALE: N_T.S.
2X4:®
SECURE TO BLOCK W/ 3,{6
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y49
WITHIN 8' OF EACH END 4
IS' O.C. MAX SPACING,
2X6am
SECURE TO BLOCK W/2-We,
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300 _
MIN. EMBEDMENT I )4')
WITHIN 8' OF EACH END 4
IS' O.G. MAX SPACING.
2X8mm
SECURE TO BLOCK W/2-%'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4 )
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING.
NOTE: STRUCTURAL 2X
MUST BE ON OUTSIDE 4
SECURED THROUGH
NON-STRUCTURAL 3i(e
TAPCON MIN, I-Y4'
EMBEDMENT INTO BLOCK
' DRYWALL
I'X4' OR I'X2' P.T. NAILER
r-DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4)
DOOR JAMB TO BLACK +2 1/4"
/� WINDOW TO BLACK +2 1/4"
J-J SCALE: N.T S.
2X4zm
SECURE TO BLOCK W/ W
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN S OF EACH END
4 NOTE: STRUCTURAL 2X
IS' O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
SECURED THROUGH
SECURE TO BLOCK W/2-J(b'NON-STRUCTURAL
%'
TAPCONS
TAPCON MIN. 1 Y4
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300 8" CMU
MIN. EMBEDMENT 0149 - - DRYWALL
WITHIN S' OF EACH END 4 ❑ I'X4" OR I'X2' P.T. NAILER
18' O.C. MAX SPACING.
2X8�
SECURE TO BLOCK W/2-%'
TAPCONS DOOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4 ATTACH t0 2X PER
18' O.G. MAX SPACING. MANUFACTURES DETAILS.
Nam6NM AE NEEDED tO PL. M J" (DO NOr 005EEDY:)
DOOR JAMB TO BLACK +3"
WINDOW TO BLACK +3"
E SCALE: N.T.SN.T.S.
2X4=
SECURE TO BLOCK W/ 34'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
NOTE. STRUCTURAL 2X
18' O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6:®
SECURED THROUGH
SECURE TO BLOCK W/2-Wb
NON-STRUCTURAL V
TAPCONS(MIN. SHANK SIZE
TAPCON MIN. 1-Y4'
.145
EMBEDMENT INTO BLOCK
MIN, HEAD SIZE 300
MIN. EMBEDMENT I Y4')
-
S G
WITHIN 8' OF EACH END 4
Yt' DRYWALL
IS" O.G. MAX SPACING.
®
I'X4' OR 1'X2' P.T. NAILER
2X8:®
SECURE TO BLOCK W/2-W6'
2X SECURE TO
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STRUCTURAL MEMBER
.145
r,2ND
/(2)12e1 WITHIN 8' OF EACH
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END 4 6' TO 8' O.G. MAX
MIN. EMBEDMENT I Y4')
OOR CASING
WITHIN S' OF EACH END 4
DOOR JAMB OR WINDOW
IS' O.G. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41)
DOOR JAMB TO BLACK +3"
WINDOW TO BLACK +3'
F' SCALE: N.T.S.
2X4mm
SECURE TO BLOCK W/Y4'
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
NOTE: STRUCTURAL 2X
WITHIN 8' OF EACH END 4
MUST BE ON OUTSIDE 4
18' O.C. MAX SPACING.
SECURED THROUGH
2X6:Im
NON-STRUCTURAL %6'
SECURE TO BLOCK W/1-1/4'
TAPCON MIN. I-&
TAPCONS(MIN. SHANK SIZE
EMBEDMENT INTO BLOCK.
.145
MIN HEAD SIZE 300
MIN. EMBEDMENT I Y4')
a, CMU
'
YaDRYWALL
WITHIN S' OF EACH END 4
18' O.C. MAX SPACING.
I'X4' OR 1'X2' P.T. NAILER
2XSa�
❑
SECURE TO BLOCK W/1-1/4'
7(461 O.S.B. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
DOOR JAMB OR WINDOW
WITHIN S' OF EACH END 4
ATTACH TO 2X PER
IS' O.G. MAX SPACING.
MANUFACTURES DETAILS.
NOTE. 64M A6 NEEDED TO PL" JAM (DO NW W CMD ')
DOOR JAMB TO BLACK +3-7/16'
rf,\ WINDOW TO BLACK +3-7/16"
�SCALE: N.TS.
2X4:®
SECURE TO BLOCK W/Y4
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8 OF EACH END 4
NOTE: STRUCTURAL 2X
IS' O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6:®
SECURED THROUGH
SECURE TO BLOCK W/I-I/4-
NON-STRUCTURAL 9i6'
TAPCONS
TAPCON MIN. 1-Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1/4') 8' CMU
WITHIN 8' OF EACH END 4 ® )1' DRYWALL
IV O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER
2X8cm
SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN.
TAPCONS OOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW
WITHIN 8" OF EACH END 4 TTACH TO 2X PER
IS' OC. MAX SPACING. MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLACK +3 3/4"
tl 1 WINDOW TO BLACK +3 3/4"
11 SCALE: N.T.S.
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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StYBDIV. 1!e LOT:
CREEKSIDE
LOT #11
PROJECT#
04321.000 011R3
MODEL:
4EGB
"GALEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE: 07/12/18
SCAM: 1/4"=1'— 0"
SHMET