HomeMy WebLinkAboutREVISION - BUILDING PLANSSUPPLY AIR
. . . . . . . . . . . . .
R.EiURN AIR: -
AIR HANDLING
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IIVJ�YGERANT
............ SECONDARY I
CONDENSA7E �VENT
DRAIN W/ T
FLOAT SW17CH 06" Vg%$bTE DRAIN
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OR
LC/U TIE DOWN TO
0 PLY WITH]
010 0 1.
FBCCM L23 12
iWL DHOWNS
ONECUPPERSIDE
2 1/4': SCRE� TO UMM
2- W TAPCONS TO S
MW. 4" SL&13
BMP CL P 2�4 PAD AT MW
PLOOD LIWEL
GALV. CLIPS KEVAnON
FLA PRODUCT APP.#
FL14239
OU MOUNTING DETAIL
N.T.S.
A/H ON STAND
BY G.C.
BEDROOM #5 F1LTER @ UNIT
l0xl0-lw
150 CFM
6X6-IW
15 CFm
12XI� -4�'O
RA
12X12 1.0
flu #2
4"
JGX10�4W
75 CFM 91, .0
LOFT
6X6-1W CT
6X6-lW 10CFM E -1
is C 110 4"0
10,10 6X6-lW W, L C. BATH
1-8110 loxio�w 10 CFM 4"
1 L50CFM .10
n utm
1OX10-1w
150 CFM
2X12
RA 1OX10-1w
175 CFM
BEDROOM # 12X12 BEDROOM #3
RA
JIM I m IM1111
R HVA"
'D FLU" 0
6'
6X6-1 W
51
50 CFM
CASUAL
DINING
IOX104W
200 CFM
<
<
<
<
NOTES.
1. POWER AND CONTROL WIRING BY E.C.
2. EXHAUST FANS SUPPLIED AND INSTALLED BY AYC� Ca--4-7-7
3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA.
4. ALL REGISTERS MIN. 8" OFF WALL.
5. ALL CONDENSATE LINES TERMINATE MIN. 12- OFF WALL.
6. ALL CONDENSERS UNIT MIN. 12"�CLTARANCE OFF EXT. WALL.
AND BETWEEN EACH OTHER.
7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED,
WITH Yq " THICK ARMA. FLEX
8. All CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE
9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE.
F----------
COVERED
LANAI
EaPWDR
x/) MASTER
24X 12 BEDROO
RA
5110
L
u 12XI24W
4"0 250 CFm
1.0
7 "0
0
1 -4
f 125 CFM
F— MASTER
X 6X6-lW
4 4" 25 CFM BATH
1OX10-4V IOXIO-4W
200 CFM 125 C m-
FAMILY ROOM
KITCHE
IOXIO-4W t
DRYER 125 CFM
S" RANCE V T 0 W/DRYERBOX 16,10
W/Box & 4�'O V.To. 6X6-lW
15 CFM
PAN. GEF-1 110 -f
I no*. 1 .0
F A L LAUND
MAW 4" X6-lw
DININ 25 CFM 0 CFM
'60 3 0 EF-1
�46U-lw
loxlo�lw' 2OXI ACE 15 CFM
175 CFM RA
20X12 W4
AM ON STAND
ry C.C.
L — — — — LAUNCH w,o I FILTFR@UNIl-
BATH�2 _'-Tv
( 'x6-1 w — — — — — —
50 CFM 1.0
T-0 STf1q
.0 tv
50 CFM FOYE
12XII
RA
--I F-
12X12 1.0
RA
8-.0 THESE PLANS AN[ ALL PROPOSED
ARE SUBJECr TO WORK t
ANYCORRLCTIONS
175 CFM REQUIRED W FIEL) INSPECTORS THAT
loxlo�lw COVERED toxic lw 171 Z -03
ryBt-TILDP�C COMPLY W, �PSAF Y IN ORDER
125 Cfm MAY 13E NEC
7HALL
COU�s TO
ENTRY ST. L �PPLICASLE CODES.
U,,,IFD FOR COIIIPMjE�
BEDROOM #2 Z/ UN NYED
rDAT'T ST BE
KEPT ON jor
PLkNh Xnv k ILL By- NLADF
—SpECTIONNN7
T1=
Y E Rk�ot
A I R h
CONDITIONING
MECHANICAL,Inc.
CAC1817665
1643 DONNA ROAD WF`B, FL. 33409
5 6 1 — 6 8 9 — 1 0 9 3
831 S. KINGS HWY FF. PIERCE, FL. 34945
7 7 2 — 8 7 8 — 7 5 7 7
AC-1
CARRIER
5 TON
C.U. — CH14NBO600OG
A. H.U. - FB4CNP061L
HEAT-05KW
COOLING CAP. — 57,000
HEAT CAP. — 54,500
ELECT — 208-230-1
BRKR CU— 50 AHU-45
REF. LINES — 314 & 318
S.E.E.R. — 14.00
HSPF — 8.20
AC-2
4 TON
C.U. - CH14NBO480OG
A. H. U. — FB4CNP061 L
HEAT — 05 KW
COOLING CAP. — 46,000
HEAT CAP. — 45,500
ELECT — 208-230-1
BRKR CU— 40 AHU-45
REF. LINES — 314 & 318
S.E.E.R. — 14.00
HSPF — 8.20
No.
,,Fevision/iss
Date
70-1
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNED BY AND PROPERTY OF THIS OFFICE, AND
WHERE CREATED, EVOLVED, AND DEVELOPED FOR
US ON, AND IN CONNECTION WITH THE SPECIFIED
PROJECT. NONE OF SUCH IDEAS, DESIGNS,
ARRANGEMENTS, AND PLANS SHALL BE USED BY,
OR DISCLOSED TO ANY PERSON,FIRM,OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF PREFERRED AIR CONDITIONING
MECHANICAL, INC.
NEW RESIDENCE FOR:
LENAR HOMES
RIVERBEND
MODEL - 6
LOT 15
Project Sheet
RIVERBEND
Date
07-23-2018
Scale
N.T.S.
XANDL -k
2 IV[ 0 -D
FORM
STATI DARD PACIFIC I 10MES
Making You Right At Home
825 CXDRAL. R11DCA'6E [DR. CX:)RAL. SPRINC�Sl F�—L. 33071
Ttai: (954) 575-7300
• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
STANDARD PACIFIC HOMES
825 CORAL RIDGE DR.
CORAL SPRINGS FL, 33071
TEL: (954) 575-7300
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
JAMES CANTWELL
AR No. 12079
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
SQ. FT. C ALC.'S
LIVING IST FLOOR
2,e-14
SQ. FT.
CU51C VOLUME A/C IST FLOOR
20cJ80.0
CU.
LIVING 2ND FLOOR
1,511
SQ. FT.
CU51C VOLUME A/C 2NC) FLOOR - ELEv. 151
21445B
CU.
TOTAL LIVING
4,5313
80. FT.
TOTAL CU51r— VOLUME A/C - ELEV. "B"
42425.8
CU�
COVERED LANAI
216
SQ. FT.
COVERED ENTRr ELEV. t5"
IE70
SQ. FT.
3 CAR GARAGE
1"I
SQ. FT.
5ALCONY ELEV. '5'
c34
50, FT.
TOTAL ELEV. `5'
5,113-1
SQ. FT.
Ai
INDEX
OF DRAWINGS
SHEET #
DESCRIPTION
P Cl-COVER
PAGE
PG SO FOUNDATION/ FIRST FLOOR
COLUMNS
GN-GENERAL
NOTES
PG SI 1ST LEVEL FLOOR BEAMS &
ROOF
Pr' Al -FIRST
FLOOR PLAN
PG S2 2ND LEVEL FLOOR, COLUMNS, BEAMS & ROOF
A2-SECOND
FLOOR PLAN
PG SD1 STRUCTURAL NOTES, MISC.
SCHEDULES & "S#-" DETAILS
A2.1-DOOR
AND WINDOW SCHEDULES
PG SD2 WALL SECTIONS & TYPICAL
DETAILS
P A3B-ELEV.
"B" FRONT & REAR
G A4B-ELEV,
"B" LEFT & RIGHT
A5B-DETAILS
ELEV "B"
Dl-DOOR
& WINDOW ATTACHMENTS DETAILS
& STAIR SECTION DETAILS
Tel: (407) 774-6078
D2—MONOLITHIC WALL SECTIONS & MISC. DETAILS Att MANUFACTURES LAaLES SHOWING
" PAOTORS
Fax: (407) 774-4078
AND SHOC
PG D3—MONOLITHIC 2—STORY WALL SECTIONS WRHFBCENERGYO COMPLIANCE
ODE
REMAIN MUST
P G El —FIRST FLOOR ELECTRICAL PLAN UNTIL ON &L DOORS AND WINDOWS
ftft�CTIONS
DESIGN CRITERIA:
ARE APPROVED
PG E2—SECOND FLOOR ELECTRICAL PLAN
*FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL
*FLORIDA FIRE PREVENTION CODE 5TH EDITION
PG E2.1 ELECTRICAL PANEL & RISER
eNATIONAL ELECTRICAL CODE (NEC) — 2011 EDITION
PG Pl—FIRST FLOOR PLUMBING PLAN r'ONCEALED FASTENERS
e FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS
ORA7TA HMI
C
PG P2—SECOND FLOOR PLUMBING PLAN ARE ThE RESPONI THE
*ALL LOCAL AND STATE CODES
CoftCTOR OF
PG MI —MECHANICAL IST. AND 2ND, FLOOR PLAN REC01W
*OCCUPANCY — RESIDENTIAL, GROUP R3
Al *CONSTRUCTION TYPE — VB
TE OR NI C S
BAS'IC WIND SPEED(VULT)— 170 MPH EXPOSURE D
—ST Y ESID NC
THESE PLANS AND ALL PROPOSED WORK
*$N.
2-0 R DE E AX. El PER
ARE SUBJECT TO ANY CORRECTIONS
LOCAL AND STATE CODES
Al"QUIRED BYf IELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
*SEE STRUCTURAL DRAWINGS FOR MORE INFO
COMPLY WITH ALL APPLICABLE CODES.
SPECIFIC PARAMETERS FROM FBC 2014 CH. R44
USED FOR MANSORY AND WOOD:
*R301.1 EXCEPTION HIGH VELOCITY HURRICANE
ZONE DESIGN IS BASED ON CHAPTER R44 FOR
MANSORY AND WOOD.
AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10
is -
DRAWING / CONTRACT DOCUMENT REVIEW BY
BUILDER
ST. LUCE COI BLUDIIN ON
L
REVIEWED FOR CONM1PL
THE BUILDER ASSUMES ALJ, LIABILITY FOR INTERPRETATION OF THE
REVIEWED BY
CONTRACT DOCUMENTS.
DATE PI&
PLANS ITBEREPTONJOB
.0 MU
1) PEP
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING
OR NO NSPECTION
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 F.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
ONSTRUCTION BASED ON THE DRAWING SET.
F Design
Group —Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFrING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
SU13DIV. LOT:
RIVERBEND.
LOT #15 1
170 MPH EXPOSURE 'C"
PROJECT#
03303.015
MODEL:
ALEXANDRIA
6512
ELEVATION B
GARAGE SWING:
RIGHT
PAGE:
COVER
SHEET
ARCHITECT:
STATE OF FLORIDA
i S ZiCANOTWELL
1112079
I
\06/27/16
ATE:
.1wIF,
SCAIM10 P NOTED
SHEQT::8Trj�rwy_
C1 j
D
c
-fTtNG
St. I_uc,e County fl.
A X A _2D rR�,
r_1 r 1 0 0
o5,2 ,V_.'� D
FORM
STANDAR PACIFIC HOMES
R7 h
Making You 01 111. t At Home
825 CXDRAL. R1C>C3iF= E:)R. �,C�C>RAL. SPRINC�Slf F=1 33071
-r4sl: 0954) 575-7300
STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
STANDARD PACIFIC HOMES
825 CORAL RIDGE DR.
CORAL SPRINGS FL, 33071
TEL: (954) 575-7300
SQ.FT. CALC.'S
LIVING IST FLOOR
LIVING 2ND FLOOR
2,'314
1,565
SQ.
5Q.
FT�
FT.
TOTAL. LIVING
COVERED L4NAI
COVEREr) ENTRY ELEV. '15"
3 CAR GARAGE
5ALCONY ELEv. '15'
4,53t2I
215
150
lc��
134
60.
So.
SQ.
60.
so.
FT.
FT.
PT.
FT�
FT.
TOTAL ELEV. 'S"
5,197
SQ.
FT.
"'k
IND;X'-�
OF DRAWINGS
H'9 E T #
DESCRIPTION
I'S
PG
CI —COVER
PAGE
PG SO FOUNDATION/ FIRST FLOOR
COLUMNS
PG
GN—GENERAL
NOTES
PC S1 IST LEVEL FLOOR BEAMS &
ROOF
PG
At —FIRST
FLOOR PLAN
PC S2 2ND LEVEL FLOOR, COLUMNS, BEAMS & ROOF
PC
A2—SECOND
FLOOR PLAN
"S�—"
TREATMENT REQU RED
PC SDI STRUCTURAL NOTES, MISC.
SCHEDULES &
DETAIj§RMITE
PC
A2.1—DOOR
AND WINDOW SCHEDULES
PG SD2 WALL SECTIONS & TYPICAL
DETAILS
PC
A313—ELEV.
"B" FRONT & REAR
PC
A4B—ELEV.
"B" LEFT & RIGHT
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
STATE OF FLORIDA
flu r111_21v n I "I
PROFESSIONAL ARCHITECT:
P G DI —DOOR & WINDOW A ACHMENTS DETAILS & STAIR SECTION DET IS
PG D2—MONOLITHIC WAL�i CTIONS & MISC. DETAILS
CTI
JAMES CANTWELL
AR No. 12079
PG D3—MONOLITHIC 2' STORY WALL SECTIONS
PG El —FIRST FLOOR ELECTRICAL PLAN
MMUI LA]3LES SHOWNG
A.B. DESIGN GROUP, INC.
ALL
PC E2—SECOND FLOOR ELECTRICAL PLAN U FACTORS AND SIHGC COMpLMCE
1441 NORTH RONALD REAGAN BLVD,
PG E2.1 ELECTRICAL PANEL & RISER WITH FBC ENERGY OWE MUST
ON ALL DOORS AND "INDOWS
LONGWOOD, FLORIDA 32750
REMN
PC; Pl—FIRST FLOOR FLUM13ING PLAN UN-nL INSPECTIONS ARE APPROVED
Tel: (407) 774-6078
PC P� SECOND FLOOR PLUMBING PLAN
Fax: (407) 774-4078
PG �Vt—MECHANICAL 1ST. AND 2ND. FLOOR PLAN
THESE PLANS AND ALL PROPOSED WORK
DESIGN CRITERIA:
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
eFLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL
MAY BE NECESSARY IN OADER TO
COMPLY WITH ALL APPLICABLE CODES.
oFLORIDA FIRE PREVENTION CODE 5TH EDITION
@NATIONAL ELECTRICAL CODE (NEC) — 2011 EDIT10N
sFHCR 2014, 5TH EDITION ELECTRICAL PROVISIONS
sALL LOCAL AND STATE CODES
sOCCUPANCY — RESIDENTIAL, GROUP R3
*CONSTRUCTION TYPE — VB
@MIN. INTERIOR FINISH — CLASS B
@BASIC WIND SPEED(VULT)— 170 MPH EXPOSUREC
al —STORY RESIDENCE
III 711At 101,1aadSM
s2—STORY RESIDENCE MAX. HEIGHT AS PER
ONNO
iUv'11wjj3j aNv
LOCAL AND STATE CODES
3&—v'jj
31vq
*SEE STRUCTURAL DRAWINGS FOR MORE INFO
Aff a3M31AM
33VY1760:) uog aaA8MA34
Xuishkld Wa4ula 4jX[jO')
SPECIFIC PARAMETERS FROM FBC 2014 CH. R44
a,33, ,ts
USED FOR MANSORY AND WOOD;
R301.1 EXCEPTION HIGH VELOCITY HURRICANE
ZONE DESIGN IS BASED ON CHAPTER R44 FOR
MANSORY AND WOOD.
*AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10
ARC H ITICTS-7
'a
or
Desi in
Groulrouo
W1 r
I
Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 OR
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FIL 33442
(954)482-0957 OFFICE
SUBDIV. &c LOT:
RTVERBEND.
LOT #15 1
170 MPH EXPOSURE �C'
PROJECT#
03303.015
MODEL:
ALEXANDRIA
6512
ELEVATON E
aARAC;IE SWI:NC;-:
RIGHT
PAaE-
COVER
SHEET
ARCHITECT:
STATE OF FLORIDA
L
DA 06/27/16
ISCILE: AS NOTED
SHEET NO:
r ""'N r-A R C N I T I C T 3
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2014 RESIDENTIAL EDITION OF THE FLORIDA
BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10.
2. DESIGN LOADS;
FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS.
3. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BOURNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS.
THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3,
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 EDITION,
4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
6. THE ARCH ITECT/ENGI NEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
7. 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
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS,
9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER.
10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
^_A0Affl%_00
1 GARAGE DOOR
A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBC 2014.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBC 2014 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER FBC 2014, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
SITE WORK
1. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORTAND CIVIL DRAWINGS SHALL
OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN,SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING
AND IRRIGATION.
2. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNWAS
BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED
UNLESS NOTED OTHERWISE.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM
THE NEAREST EDGE OF THE FOOTING,
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE
KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PERALL LOCALAND STATE
REQUIREMENTS.
10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITH THE FINISH FLOOR ELEVATION LOWER THAN THE PUBLISHED B.F.E,
WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
12. LOT SPECIFIC PERMIT SETS OF DRAWINGS AND DETAILS ARE DESIGNED ON THE PREMISE THAT EXTERIOR SIDE WALLS OF THE
BUILDING LOCATED A MINIMUM OF 5'-0" AWAY FROM THE SIDE LOT PROPERTY LINE ARE UN -RATED AND IN COMPLIANCE W1 FBCR
302. ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR LOCATION OF BUILDING ON SITE. WHEN BUILDER
LOCATES BUILDING W/ EXTERIOR SIDE WALLS LESS THAN 5'-0" FROM SIDE LOT PROPERTY LINE, A LEGAL DESCRIPTION OF THE
LOT SHALL BE FURNISHED TO THE ARCH ITECT/ENGI NEER OF RECORD TO MODIFY AFFECTED DETAILS TO COMPLY W1 SECTION
R302 FOR FIRE RATED CONSTRUCTION -
GENERAL NOTES:
1. GARAGE NOTES:
* PROVIDE PERMANENT SIGN (WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT
OPERATE ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON
INSIDE OF GARAGE DOOR.
*AS PER FBC 2014 SECTION R302,6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE
RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE
GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE
SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/�INCH GYPSUM
BOARD OR EQUIVALENT.
* GARAGE BENEATH HABITABLE ROOMS TO HAVE R-1 I INSULATION AT CEILING PER ENERGY CODE
FORM.
2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM
INSIDE THE CLOSET.
3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDERAND NEED FOR
REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL
BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL..
4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TOBE CAT 11 SAFETY GLAZING
5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES.
6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR
FROM THE OUTSIDE IN CASE OF EMERGENCY.
7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
8. BATHTUB& SHOWER FLOORS& WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS
AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE.
SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE
FLOOR.
9. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES.
10. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED INWOOD CONSTRUCTION AS
SPECIFIED IN FBCR SECTIONS R302,11 AND R302.12.
11. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN
200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9.
12. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE
PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(l).
13. 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 BOARDS.FBCR 302.7
14. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED
IN AN OPERABLE DIRECTION.
15. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND
PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" 1N HEIGHT AND 5.7 SO. FT.
IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" AND NOT LESS THAN
24" OFF THE FLOOR WHEN SILL IS &A.F.F. PER FBCR 312.2.1. ALL WINDOWS SHALL BE
PROTECTED W/ FLORIDA APPROVED NOA STORM SHUTTERS.
16. ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10.
17. WOOD WALLS WILL BE WATERPROOFED (WRAPPED) PER FBC 1403,2 AND FOLLOWING
MANUFACTURES SPECS.
EXrERIOR FINISHES
1 . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS,
7/8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE
FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO
COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN
ACCORDANCE WITH ASTM-C926 &ASTM-C1063-06
TABLE R301.2(i)
CLIMATIr AND GEOGRAPHIC DFSIG N CRITERIA
GROUND
SNOW
WIND DESIGN
SEISMIC
0
D E '
SUBJECT TO DAMAGE FROM
WI NTER
DESIGN
ICE BARRIER
NDER LAYMENT
FLOOD
AIR
FREEZING
MEAN
ANNUAL
S reed d
Tffop ogm phAc)
Fros t line
LOAD
(,Ph)
I �N
CATE�GO'RY�
Weathering .
depth,
Termite'
TEMP,
REQUIRED
HAZARDS'
INDEX
TEMPI
NA
See Fig. R301.2(4)
NA
Negligible
NA
Very
Heavy
NA
ABBREVIATIONS
ABV.
ABOVE
FR. DR.
FRENCH DOOR
A/C
AIR CONDITIONING
FTG.
FOOTING
R.
RISER
ADJ.
ADJUSTABLE
RAD.
RADIUS
ALT.
ALTERNATE
GA.
GAUGE
R.A.G.
RETURN AIR GRILL
AMP.
AMPERAGE
GAR. DISP.
GARBAGE DISPOSAL
REF.
REFRIGERATOR
G. F. 1.
GROUND -FAULT INTERRUPTER
RM.
ROOM
BD.
BOARD
GL.
GLASS
R.O.
ROUGH OPENING
GYP. BID.
GYPSUM BOARD
CIL
CENTER LINE
S.C.
SOLID CORE EXT DR
CAB.
CABINET
H. B.
HOSE BIB
S.D.
SMOKE DETECTOR
CLG.
CEILING
H.C.
HOLLOW CORE
S. H.
SINGLE HUNG
CLR.
CLEAR
HDR.
HEADER
SHT.
SHEET
CONC.
CONCRETE
HGT.
HEIGHT
SHTHG.
SHEATHING
CPT.
CARPET
SHWR.
SHOWER
C.T.
CERAMICTILE
INSUL.
INSULATION
Sim.
SIMILAR
I NIT.
INTERIOR
SL.
SLIDING
D.
DRYER
SL. GIL.
SLIDING GLASS
DBL.
DOUBLE
LAV.
LAVATORY
STD.
STANDARD
D.G.
DUAL GLAZED
LUM.
LUMINOUS
SwS
SHEAR WALL SECTION
DIA.
DIAMETER
DIM.
DIMENSION
M.C.
MEDICINE CABINET
TEMP.
TEMPERED GLASS
DISP.
DISPOSAL
MFR.
MANUFACTURER
THK.
THICK
DP.
DEEP
MIN.
MINIMUM
T.O.C.
TOP OF CURB
DR.
DOOR
M.T.
METAL THRESHOLD
T.O.P.
TOP OF PLATE
D.S.
DOWNSPOUT
MTD.
MOUNTED
T.O.S.
TOP OF SLAB
DTL.
DETAIL
MTL.
METAL
TYP.
TYPICAL
D.W.
DISHWASHER
N..S.
NOT TO SCALE
U.N.O.
UNLESS NOTED OTHERWISE
EA.
EACH
ELEV.
ELEVATION
O.C.
ON CENTER
V.P.
VAPOR PROOF
EQ.
EQUAL
0. H.
OPPOSITE HAND
EXH.
EXHAUST
W.
WASHER
EXT,
EXTERIOR
PL
PROPERTY LINE
W/
WITH
P. B.
PUSH BUTTON
WD.
WOOD
FX. GIL.
FIXED GLASS
PH.
PHONE
WIDW
WINDOW
F.G.
FUEL GAS
PLT.
PLATE
W/H
WATER HEATER
FIN.
FINISH
PLYWD.
PLYWOOD
W.I.
WROUGHT IRON
FLR.
FLOOR
PR.
PAIR
FLUOR.
FLUORESCENT
P.T.
PRESSURE TREATED
DOOR/ WINDOW GLAZING NOTES:
I RE: FBC5TH EDITION (2014) FLORIDA BUILDING CODE I
1. ALL GLASS
DOORSMINDOWS SHALL COMPLY WITH CHAPTER 24 OF THE F.B.C.
2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND
EXISTING ROUGH OPENINGS.
3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE
UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY
ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH
WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES
ARE FOUND, BEFORE PROCEEDING WITH THE WORK,
4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT SHOP
DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.
5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT
MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC SECTION 2406)
6. ALL GLAZING WITHIN 24" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT.
11, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR
WITHIN 60" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE
FLOOR SHALL BE TEMPERED, CAT. 11, SAFETY GLASS.
7. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY 11 SAFETY
GLAZING.
8. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. TABLE
2406.2(l).
9. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I
AND 11 AND GSA DD-G-451 C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR
GLAZING MIRRORS AND OTHER USES AS PER FB.C. CHAPTER 24.
10. INSTALLED GLASS SHALL NOT BE LESS THAN QUALITY INDICATED PER FBCR R612.3
AND F.B.C. CHAPTER 24.
11. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS
CONTAINING GLAZIN'G MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN
SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY 11 GLAZING PRODUCTS AS
PER F.B.C. TABLE 2406,2(l),
12. ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW E,
Design
oOoGrrouplinL
I N. RONALD REAGAN Bl.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FIL 33442
(954)482-0957 OFFICE
io
SU13DIV. Ac 31L.0T:
RIVERHEND.
LOT #15 1
170 MPH EXPOSILIRE 40-
]PROJECT#
03303.015
MODEL:
ALEXANI)RIA
6512
ELEVATION F
GARAGE SWINa:
RIGHT
IPAGE-
GENERAL
NOTES
ARCHITECT:
STATE OF FLORIDA
*1 �4 v
-'� '�- 1 1
,k"-' 06/27 16
DAT :
SCAhE: AS NOTED
S1-1EET NO:
G N
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>
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7
ft
WALL LEGEND
INTERIOR
5EARING LUALL
WHIllhill
EXTERIOR
5EARING WALL
SEE ELEVATION
FOR 5EAM HEIISHT
STAIR DATA
20 R15ERS 6 1 1/16"
19 TREADS 6 10"
SEE SHEET DI FOR
STAIR SECTIONS AND
DETAII 6
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3
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AND
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VElfil W1 F"LAN VERIFr LU/ PLAN
TYP. ARCH DETAILS
SCALE: 1/4" = 1'-0"
NOTES:
WHEN AN a" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN
-0"), THEY NEED TO ALL HAVE THE LARGER RADIUS.
CLOSE I=ROXIMIT*r (WITHIN 21'
oft,
CA
jump
L
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FIRST FLOl PLAN
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H5
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0 roupinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
(954)708-2468 FAX
SUIE3DIV. & LOT:
RIVERBEND.
LOT #15
170 MPH EXPOSVIRE OV
PROJECT#
03303.015
MODEL:
ALEXANDRIA
6512
ELEVATION B
GARAGE SWING:
RIGHT
PAGE:
FIRST
FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
P TT" E�T 06/27/16
D
SCALE: AS NOTED
SHEET NO:
Alocco
WALL LEC-zEND
I
1
R�7- 0) "N6 4
EXTERIOR
5EARINn WALL
SEE ELEVATION
FOR 5EAl'*1 PE[r%PT
STAIR DATA
20 RISERS a -T -1/16'
Ilb TREADS 0 10"
SEE SHEET FDI FOR
STAIR SECTIONS AND
DETAILS I
I
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MALLER
V FY W1 FLAN
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vr-Rlr- I wl F�LAN
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VERIFY W1 FDLAN
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NOTES:
WHEN AN 6" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN
CLOSE I=ROXIMITY (WITHIN 211-0"), THEY NEED TO ALL HAVE THE L,4RC%I=-R RADIUS.
--------------------------------------------------------------------------------------------------------
LINE OF WALL I
5ELOW I
SECOND FLOOR PLAN
ELE"VIATION "ill
SCALE- 1/4' = 1'-0"
/Design
Grroulfinc.
I N. RONALD REAGAN BLVD
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL33442
(954)482-0957 OFFICE
40
V�:�
SU13DIV. & EOM�
RIVERBEND.
LOT #15
170 MPH EXPOSURE OV
PROJECT#
03303.015
MODEL:
ALEXANDRIA
6512
ELEVATION E
GARAGE SWIING:
RIGHT
PAGE:
SECOND
FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
I
PRIMT N/27/16
DAT .
SCALE: AS NOTED
SI-IEET NO:
Ajv coo
INTERIOR
DOOR SCHEDULE
DOOR
#
DOOR
SIZE
TYPE
REMARKS
WIDTH
HGHT
D7
2'-4"
81-01,
SWING
Da
T-8.1
81-01,
SWING
UJ/ t-1AR5LF 71-4RE81-IOLD
1--),b
2'-0"
51-01,
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5LUING
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21-411
81-011
SLUING
D12
21�011
81.011
SUJINr:s
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21�411
51-011
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51-011
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SELP-LATCHING PER F5C 2014
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21-8�
81-011
SWING
SOLID CORE Z:)COIR UP WEATPEfR5TRIFFING
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21.21
01-011
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BLUING
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Die
2'-( ,
a'-o"
BLUING
Dila
21-811
'51-01,
BLUING
rD20
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81-011
5WING
1:)21
2'-6
8'-0"
SLJING
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D23
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8'-0"
BLUING
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81-01,
SWING
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21-41,
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81-011
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D34
21-811
61-01,
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81-01,
lli�
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1
D38
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NOT USED
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81-01,
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I BLUING
ALL HARDWARE 16 TO COMFL'�' WITH FLA, 6TATUTE5 CHAF'TER 553, PART V FLA
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EXTERIOR OPENING SCHEDULE
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CALL #
(D
DOOR
SIZE
RO-LJGH
OPNG,
(WxH)
TYPE
ZONE
REMARKS
WIDTH
FIGHT
Di
81-011
01-011
lB&'x'3&'
OA
5
—
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D3
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FR DR W/
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4
Wl ALUMINUM THRESHOLD
EDESIGNATED El`llEFGI=NC'�' t*,IEANS OF
ESr-Af-E f-ER F5C 2014
D4
12'-0"
5�-O--
144'xsro'
S.G.D.
5
w/ALUrTINUM THRESHOLD
D5
6�1-011
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5
UJI ALU�'IINUM THRESHOLD
Dg)
21-811
&j-011
321x'3'3 1/211
7R. DR.
4
LU/ ZUr-IINUM THRESHOLD
D51
31-011
a,-O..
411/2'x
112,
F- R. D R.
4
W1 AJ-Ur,�INUM 7HIREBHOLD
A
NOT U5E[)
B
H35
28"XrO3"
6�4
4
C
38"X12"
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PX
4
cAT 11 5AFETT' GLAZING
D
(2)35
101'x&3"
5�4
4
E
26
30'x76 "
6�4
4
F
26
39'xT6"
5H
5
G
H36/ 54"x1ro"I P36
110'xlro"
SH/rX/61L
5
14
(3)25
115"xCO3"
5�4
4
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5
H35
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4
K
15/ 54"XrO311115
135"X6311
5�4/FX/81-4
4
cAT 11 5AFETY GLAZING
L
H53
28"x3l3"
5�4
4
CAT [I 5AFFTY GLAZING
M-N
NOT USED
0
24E
39'x59 1/2"
5H
4
F,
�433
20'x38'
5H
4
r--AT 11 5AFETY GLAZING
a
24E
38,xr7la 112"
5�4
4
R
24F-
38'x5S 112"
5�4
5
5
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I N. RONALD REAGAN Bi
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRA TIN IN .
1191 EAST IN WPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FIL 33442
(954)482-0957 OFFICE
SUIBIDIV. &c I.OT:
RIVERBEND.
LOT #15 1
170 MPH EXPOSVRE 4C'
PROJECT#
0
MOD=:
ALEXANDRfA
6512
ELEVATION B
GARAGE SWI:NC;:
RIGHT
]PAGE:
DOOR AND
WINDOW
SCHEDULES
L I
ARCHITECT:
STATE OF FLORIDA
6/27/16
SCALE: AS NOTED
SHEET NO:
A2.
iilecl
L
� I 1�1 � 11 � I �
ROOF PLAN ELEVATION 59 B
SCALE: 1/8' = 1'-0'
ROOF VENTILATION O&NILATION
PER FBC 1203.2
REQUIRED VENTILATION:
215 S.F.
Iso = 1.43 SF.
50FFIT VENTILATION PROVIDED:
]05 5.�./L.F, x 3E, LF, = 3b6 Sr-.
GENERAL NOTE�
3" W. CONTINUOUS SCREENED SOFFIT
VENTING. 3" VIN-T-I SOFFIT VENT
F'ROVVING .105 5Q. LIN FOOT
WIN a 111401, 111011FIR
RDOF *MAi C&CWLATION
PER FOC 120412
Rr= Q U I P VEN7LA7ION:
28-1 B.P.
No— = L'i S.F.
SOFFIT VENTILATION PROVIDED.
.105 6F./L.F. x 35 LF. = 3,eB S.F,
r,5N5RAL NOTE:
3' W, CONTINUOUS 5CREENEI�) SOFFIT
VENTING. B" V[N"rL SOFFIT VENT
FIROVIC)ING .10E� SQ. LIN FOOT
GARAGE
SOEET LE6END
F—
VENTED 50=FIT
R-20 810RAIr FOAM
INSULATION. SEE
DETAIL SHEETS rOR
SPEC.
VENTED
UNCONDITIONED AREA
kii� I
FLAT OR "S"-ST'rLE TILE ROOF
12
-r-�
Z4
Ila
ill L
CONIC, COV.-j 31.13 /-411
FOAt*1 WITH
STUCCO FIN.
41.4/ -5
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J �'J 'L, tJ 4�1 �
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CLG. 1-43T.
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4'
77 Pr- E
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12
U� 4
14' j EL. 121-4" T.O.
'f FLOOR TRUSS
EL 10'-8" T-0-
RA15ED
STUCCO -r 50N.:D 5rzAt-t
5ANE)ING7 oi m Q GARAGE
u! �1� I �10- 0
IL
L 01-011 FIN.
C T:) E) f FIN. GRADE
FRONT ELEVATION
SCALE: 1/4"ml'-O"
12
4
. . . . . . . . . . . .
4"
6TU(--C-0
,ANDING
211
IILLLLL... I I
I — I "I l�L�� Lu
G
CONIC. cov.
FOAM WITI-4
57UCCO FIN.
REAR ELEVATION
SCALE: 1/4"=V-0"
U
12
14
EE
5AND ING
41.rD /-45.0 42.1 56—.9
Er�2 1' FILATE
H z;_r. A� OR�IER
gkT2 1- 1011 WINDOW
H , AT DORMER
EL. 22'-4' T.O.
5ONrD 5EAt"I
EL- 21'-B" 50T. OF
FALSE TRUSS
20
I-4GT'
4 L601'-4" T.O.
L—LR TRU55
EL. 10'-B" T.O.
50ND 5EAM
-m LANAI
mi EL- 0'-0' FIN.
rLR. 51-45
FIN. GR,4r:>E
A R e, " IT I C T31
.AO�
n
4Grombsolns.�
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www abdesigngroup.com
111�4 AA #: OOQ3325
DRAIFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 334421
(954)482-0957 OFFICE
(954)708-2468 FAX -.0
44
SUBDIV. & LOT:
RIVERBEND.
LOT #15
170 MPH EXPOSURE *07
PROJECT#
03303,015
MODEL:
ALEXANDRIA
6512
ELEVATION B
ARAGE SWING:
RIGHT
PAGE -
ELEVATION
1� B"
FRONT &
REAR
ARCHITECT:
STATE OF FLORIDA
eN111-T/TiIii 6/27/16
DA;Ft:
I AS NOED
SCALE:
SHEET NO:
A 3 130 1 C
R C H I T I C T 8
EL� 24'-5" PLATE
�4GT. AT DOR!`-�ER
EL_
5OND 5 — — — — — — — — — — — — — — — T!
11-4"
12
41�
11,
FOAM Lull H
STUCCO 1 'IN.
— — — — — — — — — —
- — — — — — — — — — — — —
- — - — - — - — - — -
RAISED 1'-4'-
STUCCO
5ANDINC;
CONC. Cov.
5.0 FOAM LUIT14
CSTUCCO FIN.
,11 /-45.3 41-11-44-ro 411/-446
— — — — — — — — — — — —
6r
42.7 1-4(o.2
EL. 22'-4" T.C.
BON05EAM
EL. 21'-B" 501
FALSE TRUSS
'- 4' T.O._
R TRUSS
)'-811 T.O.
:5 I.b /-41.1 4117 /-49.�
EL. 01-0" FIN.
FLR. SLAB
-01-61
FIN. GRADE
LEFT ELEVATION
SCALP, 1/4'=_V-01t
12
4 Ak EL. 24 -6 PLATE
HGT AT DoRt.-SR
UJIDOW
H9 6L � T-2; A�' �oc ), 0 R l"I E R
— — — — — — — — — — — — —
— — — — — — — — — — — — — 252 1" T.O.
5(6,� 5EAt"I
— — — — — — — — — — — — — — -- FALSE TRUSS
11-411 —RAISED x
4"
STUCCO LVIK522k �4GT.
CONC. COV. 5ANDING 12
FOAM LUM4 4115 /-45.0
FIN.
F 471.1 1-44.6 1
4t__ EL 7-41' T.C.
- — — — — — — — — — — — — — — — — — — — — — — — — — — —
11
1.
FLOOR TRU55
- — — — — — — — — — — — — — — — — — — — — — — — — — — — EL. 10'-a" T.O.
5OND 5EAM
51.011
UEJIN-DOLU �4GT.
STUCCO CO
5AND[NG Lo (D FOAM'LUITH
211 1 1 -4n 6,1-oil STUCCO Fl�._\
36.0 41.5 /__An.0
EL. 0'-0" FIN.
FLR. SLAE,
OL EEL. -0'-5"
'f FIN. GRADE
RIGHT ELEVATION
5CALE� 114"=I'-0"
4 Dol
rou pin
I
G Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
�m AA #: 0003325 1
DPAFrING BY:
A.B. DESIGN GROUP
DRAFrING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FIL 33442
(954)482-0957 OFFICE
(954)708-2468 FAX
SUIBDIV- Ac I-OT:
RIVERBEND.
LOT #15
170 MPH EXPOSURE w0w
PROJECT#
03303.015
MODEL:
ALEXANDRIA
1;�
ELEVATION B
GARAGE SWING:
RIGHT
PAGE:
ELEVATION
"B" LEFT
& RIGHT
ARCHITECT:
STATE OF FLORIDA
JAMES ANTWELL
AR 12079 A
PRINT
D A -r-0. �06/27/16
SCALE: AS NOTED
SHEET NO:
Mv-�Wcov`
CAUL< ALL ATTACHMENT POIN76 FINISPED DECO
METAL
2"
CONC. 31 oil
COV.
21l FOAM
)IN.1
0 0
5AND ING
-1 Lu/ SLOPE �A
2 1/2"
lis
11 6 11
l'- 8 1/2
—4 ELEVATION PROFILE
ELEVATION I'l I L E ELEvA7IaN FDROF:ILE
(DDETAIL )DETAIL Q)DETAIL
SCALE: 3/4' = 11-01 SCALE: 314" l'-011 SCALE: 3/4" 1'-0"
METAL GUARD
HN15HED DE
RAIL 2'- 10'
\5 /2
L;�;;77777 TDIETAIL
ICONIC. SCALE; 3/4" 1'-0"
Gov.
POAM W1
STUCCO
PIN.
21 Gov.
F:OAM Lu/
STUCCO
FIN.
cp
11-4- -1
01
SEE
DETAIL
SHEETS,
)DETAIL )DETAIL
eCALE: 3/411 11-0, 6CALFE: 3/4" 11-011 loll 1/2" 5 1/2
Lb
NOTE: 2111 ELEVATION
• RAILING SYSTEMS ARE DESIGNED TO RESIST A LOAD Op 50 11 FOR A 1/2.
CONCENTRATED LOAD OF 200 fDOUNDS APPLIED IN ANY 1
DIRECTION AT THE TOI= OF SUCH 5ARRIER5AT ANY LOCATION ON THE EL. 0'-O'P[N. 7A FROPILE
SAFEGUARD, WHICHEVER CONDITION P`RODUCE5 THE MAXIMUM 5TRE55E5, FLR. SLAB L1/2-771'D
F5C- 5T�4 ED. (2014) Ill 4 1607.5.1.1
• MANUF:ACTURER 70 PROVIDE SHOP DRAWINGS FOR 2'-C"
APPROVAL.
• BALU8TER5 SPACED TO REJECT A 41' 61'HERP
• CAUL< ALL ATTACHMENT POINTS 70 15LOCi< LUALL
• NO CONNECTIONS TO FAUX 5ALCON-T- (II
FINISHED TDETAEL (J)DIETAIL
DECO METAL SCALE: 3/411 11-011 SCALE: 3/411 11-011
GUARD FAIL
vAIRIES NOTE:
* DETAILS INSTALLED PER MANUFACTURERS RECOMMENDATION.
(Q 0 0 0 0 0 0 0 0 9 DETAILS S�-[ALL HAVE TRADITIONAL LOO< AND SMOOTH FINISH U.N.O.
* DECORATIVE 5�41J7TERS TO 5E 46;�4 DENS I TT' FOAM.
* DETAIL TO BE PRECAST OR FOAM/EPS.
e MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL.
9v V 9 WINDOLU 5ILL5/TIl LUATERTAeLE, DECO COLUMNS 70 5E CONCRETE
A
o f COVERED FOAM ON THE FIRST FLOOR, FOAM LU/STUCCO FINISH ON
THE SECOND FL0CR± EAVE MOLDING TO 5E FOAM W/STUCCO FINISH
0! INCLUDING FAUX 5ALCONY 5ALUSTRADES..
CAULK ALL ATTAC�-4MENT POIN76
)DETAIL
6CALEi 314" = I'-011
Inc.
I N. RONALD REAGAN BI
LONGWOOD, FL32750
FA 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
10
L;
i SXJBDIV. ad LOT: I
RIVERBEND.
LOT #15
1170 MPH EXPOSURE *C'
�
PROJECT#
F
03303.015
MODEL:
IV
ALEXANDRIA
6512
ELEVATION B
GARAGE SWING:
RIGHT
PAGE:
DETAILS
ELEVATION
)� B 11
ARCHITECT:
STATE OF FLORIDA
A-i
PRINT/,/+/27/16
DATE.
SCALE: A:T NOTED
SHEET NO:
A5�9""'
A R C H I T I C T 3
DRYWALL NOTE: STRUCTURAL 2X MUST 5E ON OUTSIDE s
Cmu SECURE[) THROUGH NON-STRUCTURAL %11 TAFDCON
PR'TIUALL MIN. W/4" EMBEDMENT INTO 5LOC< ELA5TOMERIC CAUL<NG
w,�—VX41' OR VX2' P.T. NAILIER —l'lX4' Oft VX2" P.T. NAILER
I '
OCR CASING (3) -STUDS (IST PRESSURE TREATED) 6'
Ix OR 2x P.T. 3/4" SUB FLOOR LONG TAPCON ANCHOR$ W/ 1 1/12'
Wr:)� 5UCK D CMU 2X4 NAILER FOR EMBEDMENT - SEE STRUCTURAL PLANS
SEE STRUCTURAL OCR JAMB OR WINDOW
DWGS i6—ATTACI-1 TO 2X PER DRYWALL IDRAFT STOP SEALANT SEPARATION AT SHEATHING CONIC,. 5LOCI-<
MANUFACTURER'S DETAILS. Vl'lX4" OR I"X2" F.T. NAILER PRE-ENe. FLI�_' TRU55 AND CONCRETE JUNCTURE W/
DOOR CASING CAUL<ING BEAD
DOOR CASING lx OR 2x P.T. PLYWOOD SHEATHING
DOOR JAMB OR WINDOW WrD_ SUCK Ix OR 2x F.T. DOOR JAMB OR WINDOW
ATTACH TO 2X PER SEE STRUCTURAL WD. BUC< TU �_ATTACH T PER F —FIRE DRAFT STOP METAL LATH
MANUFACTURER'5 DETAILS, DWGa SEE STRUCTURAL) MANUFACTUREF'5 DETAILS. � m � � m m �
DWG6 L TYPICAL - STUCCO WOOD NOTE- 1/8" 3
NOTES. NOTES, NOTES: COAT STUCCO OVER F'AFE4 5AC<
E441M AS NEEDED TO PLUMB _A�'115 (DO SHIM AS NEEDED TO PLUMB JAMB (DO 0 SHIM AS NEEDED TO PLUMB JAMB (Do GALV. MTL. LATH OVER TTVE<
NOT EXCEED Y4,1) NOT EXCEED Y4') ELF-V,4710N N E F] ji
NOT EXCEED Y4") TYVE< (STUCCO WRAP) ALL PERIMETER
ALL WOOD NEEDS TO BE P.T. WHEN IN ALL WOOD NEEDS 70 BE P.7. WHEN IN 0 ALL WOOD NEEDS TO BE P.T. WHEN IN fPRE-IHNG. FLR. AND OVERLAPS MUST BE TAPED)
CONTACT WITH CMU WALL OR CONC. SLAB CONTACT WITH CMU WALL OR CONC. SLAB CONTACT WITH CMU WALL OR CONC. 5LA15 TRUSS PRE-ENG. FLR. RAIN 5USTER 440 SELP-ADT41ERED
DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK + DOOR JAMB TO BLOCK + 15� TRU55 TAPE OVER ELASTomERic CAULKING
LOCK +jji�/2" +11�5/ 6�p"
WINDOW TO BLOCK +3Z4 OR +5/4 WINDOW TO B 2" WINDOW TO BLOCK
�NDO �TCX
.SCALE
A -LASHINC
_1�0
0
SCALE: 3/a"=l'-0' SCALE: 3/6' l'-O" MEM5RANE 7 -s TO LAP
2X4 NAILER FOR 5/all TYPE 'X' OVER ADJ. 5LOC< r�UN 8"
DRAFT STOP DRYWALL METAL LATH TO LAP OVER
DRAFT STOP ADJ. 5LOC< 1�11N lb"
'_�TRU55 1/2" PLYWOOD
(3)12D NAIL5 EA. ENID E�/al TYPE Xi
DRYWALL
- Er '-I
2X4 51RACE AIR SEAL GASKET DRAFT 5TO10 FLAN VIEW
BETWEEN WCP CA_ I
J 50X G-T-P. BOARD, TYP. 5ING 4 — 22" x 30" FLASHING AT WOOD TO
B"'ACE FOJDL%, (1) LAYER Or G"rP. BOARD ADHERED— WOOD CA51NG Ar SIDE DPJL%OAFT STOP DETAIL BLOCK WALL INTERSECTION
TO PLYWD. 6T4T. (COORDINATE
EILING)
CHANDELIER DETAIL THICKNESS WITH ADJACENT CIE ATTIC ACCESS DETAIL NT5 (WHERE APPLICABLE) NTS
NT5 NTS (IF APPLICAREk
1�
2x r[RE15LOCKING COVERED
BETWEEN ENG. BALGCN�r'
TRUSSES a T.O.
D5L. TOfn PLATE
D5L. TOP
PLATE
I
r
f
A*,2x FIREIBLOCKING APCCNS
e
BETWEEN o24
E E
XTERIOR STUDS O.C.
2x FIRE15LOCKING
--- ---------
BETWEEN ENG. U17 7
TRUSSES DROFP r
CLG. ICRE7E
9 ZSL"Al
IN =f SEE 36," HIGH CON71NUOUS
STRLCTURAL %D
FIRE BLOCKING DETAIL EQUAL 1. EQUAL I /EQUALIZ EQUAL� U 1 1-1 GUARDRAIL 34' H. MINIMUM, 3V H.
(0 STUD WALL)
OCALE; NTA. L STUD MAXIMUM'CON71NUOUS HANDRAIL
DROP CLG.
EXTERIOR HIGH �_META
R-20 SPRAY FOAM HAT(SEE ELECTRICAL Z FRAMING
INSULATION R-VALUE TO 2X4 F`ARTlTk:)N B/a,
MEET MIN. CODE LLIALL STUDS 6 PLAN FOR QUANTITY STUCCO FIN15L; 7APGOINS EL 12'- 5) 1/2' \j
24' C.C. AND LOCATION) ON WIRELA7H 24 O_r__ rIN15�4 SECOND FLOOR
REQUIREMENT AS SET
FORTH IN F5G 2014 W/ METAL
sTur.,
R-20 SPRAY COVERED
FOAM INSULATION LANAI FRArING
R-VALUrm TO MEET
MIN. CODE
REQUIREMENTAS
SET FORTH IN F5C -71
2014
INSull ATION
FRE-ENG N9' ;
L SUPPORT
WOOD TRUSS SCREEN
-rAcHr=r.> To
24" O.C. MAX. 4TT 2—STORY BLOCK WALL SECTION
INSULATION SUPPORT WALL STUDS (6 COVERED BALCONY
SCREEN ATTACHED SEALED ATTIC
TO FRE-ENGINEERED
PARTITION WALL DETAIL
WOOD TRUSS SCALEi �LTA
NOTE: _EL. 6'-2 3/8' OL
STAIR LANDING
STAIRS RISERS TO CONFORMTO F5C 2014 311&'MAX. VARIATION IN RISERS/TREADS
A:)JACENT TO EAC,�4 OTHER 3/5" MA>c VARIATION IN ANY RI5ER/7READ HANDRAIL
CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-114" OR FIROVIDE EQUIVALENT
RAIL (SEE STAIR MANUF. GRASPA51LITY WINDERS- MIN, ra" LUIDE 0 NARROLU END MIN. 11" LUIDTH * 12" FROI`_�
1 1/2' FOR TYPE AND SIZE) NARROW END 34"H. MIN, TO 38"H, MAX. HANDRAIL HGT. MIN.
TYf=
012 x 2' LUD, 2x4 STUDS SEE STAIR MANUFACTURERS SILOP DRAWINGS FOR MORE INFO AND EXACT
5CREW5
O.C. DETAILING
WALL 5PACER
It THIS RAILING SYSTEM 15 DE61GN TO RE515T A LOAD OF r20 f=LF FOR A
2x4 8TUD8 *
CONCENTRATED LOAD Or 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP or 48" HIGH PARTITION
PRODUCES TWE MAXIMUM STRESSES, FBC 5TH ED. (2014) 1601Z.1 4 0(olall.
SUCH 5ARRIER5 AT ANY LOCATION ON THE 5AFEGUARD, WHICILEVER CONDIT10,4 UNDER STAIR
—2x5 5L<G.
2x& BLKG Lu/ _S
BY BUILDER
1 1/2 126 NAILS EA. END
DRYWALL r1RESTOPPING SiLALL BE INSTALLED IN CONCEALED SPACES IBETWEEN STAIR
STRINGERS AT LEA57 ONCE IN THE MIDDLE OF EACL� RUN,47 THE TOF` AND 5CTTCM
AND BETWEEN 67UDS ALONG AND IN LINE W17H ADJACENT RUN OF STAIRS OF T E
RUN FIER F5C 2014.5ECTION R302-11-3. MATERIAL FOR FIRE 5LOC<ING SHALL EL 0'-0"
CONFORM TO F5C 2014 SECTION R302 F-IN15W FIRST FLOOR
WALLMOUNT RAIL BLOCKING DETAIL 21/2' X 13/8" BALUSTER
ATTACHED USING (3) 010
PRODUCTION RAILING SYSTEM X 3 1/2 " 5CREWS
42" HlGi4
RAILING S'Y'STEMTO COMFLT WITH THE FLORIDA 5UlLDING CODE RAIL 13/9" x 51/4'
RESIDENTIAL - 2014 - IN ACCORDANCE WITH SECTION R312 RAIL
BALUSTERS SPACED TO
MAX R4DIUS AT REJECT A 4" SfOiLERIE
NOSING 9116" -4k PICKET
FASCIA
X 1 1/4" X 1 1/4" BALUSTER ATTACHED TRIM
3/4"-1 1/4" <
TO rASC-IA AND RAILING USING A &$TAIR SECTION
TITE50ND WOOD GLUE OR EQUIV. TREAD SCALE: 1/2"ml'-O"
AND NAILED LU/(2) - 2' 169 NAILS
cl TOP AND BOTTOM.
z
1 1116" X S" FASCIA ATTACHED STAIR 6512
j I U51NG 110 X 1 3/4'5CREW5 STRINGER
DRYWALL
DETAIL B-1
TREAD NOSING
O/Design
Group-inc.
1441 N. RONALD REAGAN D.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL33442
(954)482-0957 OFFICE
L)
FSUBDIV. & LOT:
u"DIv.
RIVE REB END.
LOT
LOT #15
170 MPH EXPOSURE OCR
IPROJECT#
03303.015
MODEL:
ALEXANDRIA
6512
ELEVATION B
GARAGE SWING:
RIGHT
PAGE:
DOOR & WNDW
ATTACHMENTS
DETAILS &
TAIR SECTIO
DETAILS
ARCHITECTt
STATE OF FLORIDA
06/27/16
I =� A � �. N�AS NOTED I
SHEET NO:
Dl
ROOF SHEATHING ( SEE
STRUCT. DWGS. FOR PLYWOOD
L'
SHEATHING, NAIL SPACING AND
TYPE).
R ��
EM5ED. STRAP (SEE 5TRUCT
FOR TTF'E, SIZE, # OF NAILS 4
DETAILS).
WHEN USING SPRAY FOAM
INSULATION PROVIDE
INSULATION 5AFFLE 5ETWEEN
TRU55ES 6 5LOCK WALL
PRE-ENG WD. TRU55 24" C.C. MAX.
METAL 5[R:)6TOf= TO
COMPLETELY
SEAL EAVE (AT eARREL
TILE ONLY)
GALV. METAL DRIP DGE
lx2 F.T.
2x8 PRE -PRIMED 5 UC
FASCIA (SEE 57RUC FOR E!EEl
ATTACHMENT) 7
STUCCO SOFFIT a UNDERSIDE OF-�
TRUSS TAILS (ELEVATIONS A, C 4 D)
NOT LESS THAN 1/21' TOTAL
THICKNESS OVER FELT MTL, LATH.
LAPPED NOT LE55 THAN V 4 FAST W/
316" HEAD GALV. NAILS (2 PER
TRUSS MIN.) AS PER F5C R806.
IR 5'OF '0
" ::>N
ETEL r'
AVE (AT E�ARREL
4LY)
MET L Rip F
_Dr
A
PRUC
RME
T.
FORMED AND POURED
CONCRETE SILL (SEE 67RUCT.
DWG5. FOR RE INK)
2 COATS, J" THICK STUCCO
F-INISH APPLIED DIRECTLY yv-w
0
TO MASONRY OR STONE VENEER �o
ATTACHED PER MANUF. RECOMMEND.+ -
FINISH GRADE
-i
CEMENTITfCUS TILE OVER nO -
FELT TO CONFORr-1 W1 ASTM D 2�rp,
TYPE 1*1 OR A6TM D 4565, TYPE 01
STANDARDS
/-IX2 P.T. FIRE -STOP
is CLG�
R-20 &TDRAY FOAM
INSULATION R-VALUE
To 1"�EET r-11N. CODE
REOUIREMENT AS SET
FORTH IN F5C 2014
1/2" HIGH STRENGTH
RIGID DRYWALL
1ST. FLR. 5RG. HGT
SEE ELEVATIONS
5OND 5EAM (SEE STRUC:T.------
DWGS FOR 61ZE AND
RE INFd
OL 5'-01' WDW 14D. HGT,
-PRECAST LINTEL (SEE 5TRUCT.
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FALSE B0770M TRUSS WHERE
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AT 6-0" AFF-�
_R-4.1 r-OIL INSULATION
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PER MANUFACTURER'5
SPECIFICATIONS
-all CMU (SEE 5TRUCT D1146.
FOR VER7.AND HORIZ. REINF.)
Ix2 P.7. F-URRING
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_ 1/2 " GYP. WL. 5D.
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-URRING
IX2 P.T. F
J, 0'-0" PIN� FLR. L
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(SEE STRI�CT. PI ANS FOR
SIZE AND REINF.)
ROOF 514EATHING (SEE STRUCT.
DWGS. FOR PLYWOOD SHEATHING,
NAILING SPACING AND TYPE).
WHEN U51NG SPRAT'FOAM INSULATION
PROVIDE INSULATION BAFFLE
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EM5ED. STRAP (SEE 5TRUCT FOR
TYPE, SIZE, 0 OF NAILS 4 DETAILS).
PRE-ENG LUD. TRUS6 24" O,C. t"IAX.
METAL 5[RD5701= TO COMPLETEL"r
SEAL EAVE (AT 5ARREL TILE ONLY)
SEE ELEV.
5 1: ELl:v_7
GALV. METAL DRIP EDGE
Ix2 P.T.
\--2x5 PRE -PRIMED SPRUCE
FASCIA (SEE STRUCT. FOR
ATTACHMENT)
STUCCO SOFFIT 6 UNDERSIDE OF TRU55
TAILS (ELEVATION 5) N07 LE55 THAN
1/2" TOTAL THICKNESS OVER FELT MTL.
LATH. LAPPED NOT LE55 THAN 11' 4 FAST
W1 3/8" HEAD G;ALV. NAILS (2 PER TRUSS
MIN.) AS PER F15C R60(o.
E.
W
z
2 COATS, THICK STUCCO FINISH
APPLIEr-) DIRECTLY
TO MASONRY OR STONE VENEER
ATTACHED PER t�IANUF. RECOMMEND.
FINISH GRADE
NOTE: PROVIDE TERMITE
TREATMENT 5ELOW 6LA5
DI1 STORY BLOCK WALL SECTION
SCALr=--3/4 = Y-O' (NON -FIRE RATED)
ROOF SHEATHING (915E STRUCT�
CEMENT171OU6 TILE OVER 01BO DUGS. FOR PLYWOOD SHEATHING,
FELT TO CONFORM W/ ASTM D 22&, NAILING SPACING AND TYPE).
TYFE "I OR ASTM D 48613, TYPE 01
6TANDARD5 ,-2x4 INSULATION STOP 5ETWEEN
WHEN USING SPRAY FOAM EACH TRUSS WITH V MIN SPACE
INSULATION PROVIDE SIFTUrFEN INSULATION AND ROOF
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TRUSSES 0 5LOC< WAL EM5ED. STRAP (SEE STRUCT FOR
TYPE, SIZE, OF NAILS 4 DETAILS).
K-20 SPRAT FOAM
INSULATION R-VALUE TO
MEET MIN. CODE METAL 5[R[)STLA= TO COMPLETELT
REQUIREMEN7,45 SET FORTH SEAL EAVE "AT 5ARIREL TILE ONL*T"
IN F5C 2014 FIRE-ENG WD. TRU55 24" OL. MAX.
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SEE ELEVATIONS
W" HIGH STRENGTH
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IX2 P.T. FIRE-STOfF= SEE ELEV, Ix2 P.T.
5OND MEAM (SEE 5TRUCT. 2x5 PR�-PRIMED SPRUCE
DWGS FOR SIZE AND REINF.) FASCIA (SEE 5TIRUCT. FOR SIZE,
MATERIAL AND ATTACHMENT)
STUCCO SOFFIT a UNDERSIDE OF
TRU55 TAILS NOT LESS THAN 1/2" TOTAL
THICKNESS OVER FELT MTL. LATH.
LAPPED NOT LESS THAN 1" 4 FAST W/
3/6" HEAD GALV. NAILS (2 PER TRUSS
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A
SEE WINDOW
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MATERIAL SET IN FULL
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lx2 P.T. PURRING -
STRIPS 6 16, O.C.
S.H. WINDOW SILL
AT EXrERIOR WAL
5CALE: 3"ml'-011
(NON -FIRE RATED)
ALUMINUM FRAME
SECURE FRAME TO
SILL WITH SILICONE
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FORMED AND POURED
CONCRETE SILL (SEE
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8" Ct'�U (SEE STRUCT
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<
SECTION
STUCCO SOFFIT a UNDERSIDE OF
TRUSS TAILS (ELEVATIONS A, C
NOT LESS THAN 1/2" TOTAL
THICKNESS OVER FELT MTL. LATI.-
LAPPED N07 LESS THAN 1" 4 FAST W1
3/8" HEAD GALV. NAILS e2 PER
TRUSS MIN.) PROVIDE CONT. 3' WIDE
SCREENED VENTS W1 WIRE MESH
CORROSION RES15TANT 116'MAX
OPING. ONLY WHERE INDICATED ON
ROOF PLAN. 7HROUGHOL47 ALL
ELEVATIONS. AS PER F5C R80(o.
METAL STUDS
112" DRT-WALL
VENT PIPE
5ASE BOARC
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50X
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WHEN USING 5PRA'r FOAM
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TYPE).
1,
lx2
2x8 PRE -PRIMED SPRUCE—,'
FASCIA (SEE 5TRUCT. FOR
ATTACHMENT)
STUCCO SOFFIT a UNDERSIDE OF
TRU55 TAILS NOT LESS THAN 112"
TOTAL THICKNESS OVER FELT MTL.
LATH. LAPPED NOT LESS THAN 1" 4
FAST W1 3/5" HEAD GALV. NAILS (2
E
LEV".
PER TRUSS MIN.) AS PER r5C R80(o.
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2x4 P.T. NAILER
PRECAST LINTEL (SEE STRUCT.
DWGS, FOR 51ZE AND RE[NF.)
2 COATS, �` THICK STUCCO
FIN15H APPLIED DIRECTLY
TO MASONRY OR STONE VENEER
ATTACHED PER MANUF. RECOMMEND.
�OMMEND
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IF z
FOR VERT. AND HORIZ. REINF.) Lu
F- IN 1 SH GRADE
4-
NV I t: I Tf'ILAL LUALL t�tr,_ I UN
SHOWS CONSTRUCTION METHODS.
DE7AIL INDICATES SOFFIT
CONSTRUCTION AND UN -INSULATED
ATTIC
UNCONDITIONED
ROOF SOFFIT DETAIL
5CALE: 3/4"=l'-0`
ELEVATION
DRYER VENT BOX TYPICAL DETAIL
5CALE: 1 1/2"=l'-011
CEMENTITIOUS TILE OVER 0130 FELT TO
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R
-R-VALUE TO MEET MIN. CODE
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MAX.
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FALSE 5OTTOM TRUS5 WHEREZ
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- IX2 P.T, rIRE-5TOP AT
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R-4.1 FOIL INSULATION
WINDOW ATTACHMENT AS PER
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FORMED AND POURED CONCRETE
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1 r-Itsi r-1 lz� J_
SEE
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Em
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lx2 P.T.
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FASCIA (SEE STRUCT. FOR
ATTACHMENT)
STUCCO SOFFIT 0 UNDERSIDE OF
TRUS5 TAILS NOT LESS THAN 1/2"
TOTAL THICKNESS OVER FELT MTL.
LATH. LAPf�ED NOT LE55 THAN 1" 4
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2x4 P.T. NAILER
2 COATS, THICK STUCCO FINISH
APPLIED DIRECTLY
TO MASONRY OR STONE VENEER
ATTACHED PER MANUR RECOMMEND.
0' CMU (SEE STRJCT DU445.
FOR VERT. AND HORIZ. RE INF.)
15H GRADE
NOTE. PROVIDE TERMITE
TREATMENT 5ELOIU SLA5
1-STORY BLOCK WALL SECTION
(NON -FIRE RATED)
CONT. METAL TRAC<S,
TOP 4 50770M
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LENGTH LATER OF 1/2"
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12' O.C.
NOTE:
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OR DENSHIELD OR EQUAL
AT ALL TU55 AND SHOWERS
SECURE 507TOM TRACK WITH -
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_.ddowEftlL
OF %AI%J%A[Jlnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
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'j
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DEERFIELD BEACH, FIL 33442
(954)482-0957 OFFICE
IL (954)708-2468 FAX 900
rAd-
[SU33DIV. & T=*
RIVERBEND.
LOT #15
70 MPH EXPOSURE
PROJECT#
MODEL:
ALEXANDRIA
6512
ELEVATION B
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
WALL
SECTIONS
& misc
DETAILS
ARCHITECT!
STATE OF FLORIDA
PRINT/46/27 16
DATE:
SCALE: AS NOTED
SHEET NO: 0
D ?viie- c
[SU33DIV. & T=*
RIVERBEND.
LOT #15
70 MPH EXPOSURE
PROJECT#
MODEL:
ALEXANDRIA
6512
ELEVATION B
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
WALL
SECTIONS
& misc
DETAILS
ARCHITECT!
STATE OF FLORIDA
PRINT/46/27 16
DATE:
SCALE: AS NOTED
SHEET NO: 0
D ?viie- c
CE�IENTI71OUS TILE OVER 050 FELT TC
CONFORM LU/ ASTIM D 226, TYPE 1*1 OR
ASTM D 4.5ro% TYPE 01 STANDARDS
OR
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D 226, TYPE 02
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TRUSSES s BLOCK WALL
t4�ETAL 51RDSTOP TO
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TILE ONLY)
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(5=r: STRUC7.
FOR ATTACHMENT)
STUCCO SOFFIT 6 UNDERSIDE OF
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NOT LESS THAN 1/2' TOTAL
THICKNE55 OVER FELT MTL. LATH.
LAPPED NOT LESS THAN I" * FAST W1
3/8' �LEAD GALV. NAILS (2 PER
TRUSS MIN.) AS PER FBC ll
2 COATS, THICK STUCCO
FINISH APPLIED DIRECTLY
TO MASONRY OR 57ONE VENEER
ATTACHED PER MANUF. RECOM!"IEND.
LEDGER (SEE STRUCT. DWG4
FOR ATTACHMENT)
BOND BEAM (SEE STRUCT.
DUol FOR SIZE AND REINF.)
1X2 P_T_ PIRE-STOP -
tv CLG. 4 tv&'-O' APR
FINISH APPLIED DIRECTLY
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To MASONRY OR STONE
VENEER ATTACHED PER
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STUCCO SOFFIT is UNDERSIDE
TRU58 TAILS (ELEVATIONS A,
C 4 D)
NOT LESS THAN 1/2" TOTAL
T�41CKINES$ OVER FELT MTL. LATH.
LAPPED NOT LE58 THAN 1" 4 �AST
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IDE
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ON
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ROOF SHEATHING (SEE
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ANI:) 1"IrIFF).
R-20 SFRAY FOAM
INSULATION R-VALLjE
TO MEET MIN. CODE -
FrEQUIREMEN7 AS SET
PORTH IN FBC 2014
PRE-ENG; WOOD
TRU55 24" O.C. �-IAX.
OIL2ND
FLR, 5RG. HGT
SEE ELEVATIONS
���EMIBED. STRAP (SEE
STRUCT FOR TYPE, SIZE,
0 OF NAILS 4 DETAILS).
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APPICA5LE
1/2' HIGH STRENGTH
RIGID DRYWALL
1X2 P.T. FIRE -STOP
6CLS. 4 68'-0' A.F.F.
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Dill FOR SIZE AND REINF.)
R-4�1 FOIL INSULATION
PRECAST LINTEL (SEE STRUCT.
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ATTAC�4MENT AS
PER MANUFACTURER'6
SPECIFICATIONS
FORMED AND POURED
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1
DWGS- FOR Firm INF-)
r
1X2 P.T. FURRING -----------
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SEE STRUCTURAL PLANS
GyPcRETE TOPPING ON
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EE
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all
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4
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PRECAST LINTEL (SEE STRUCT.
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FORMED AND POURED
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2
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glaw
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NOTE: TYPICAL WALL SECTION
TYPE).
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SHOWS CONSTRUCTION METHODS.
ELEV_ VARIES
DETAIL ND�CA-1 SOFFIT
PER ELEV. SEE ELEV�
CONSTRUCTION AND UN-IN5ULATED
SHEETS FOR GA15LE
--
-------------
ATTIC
HEIGHT
I
.. -I
Ix2 P.T.
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2x& PRE -PRIME LICE
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7.
FASCIA (SEE ST FOR
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PRE-ENG LUC). TRU55 24" O.C.
1`-1AX_
BEAL EAVE 'AT BARREL TILE
METAL 5111 TO COI-IPLETELT'
ONLI`
-GALV. METAL DRIP EDGE
-lx2 P.T.
.2x& FR5-PRIMED SPI
FASCIA (SEE STRUCT. FOR
ATTACHMENT)
STUCCO SOFFIT 0 UNIDERSIDE OF
TRUSS TAILS (ELEVATION 5) NOT LESS
THAN 1/2" TOTAL THICKNESS OVER FELT
MTL. LATH. LAPPED NOT LESS THAN V
0 FAST W/ 3/8" HEAD GALV. NAILS (2
PER TRU55 MIN.) AS PER PBC ll
2 COATS, THICK -STUCCO
FNE44 APPLIED DIRECTLY
TO MASONRY OR STONE
VENEER
ATTACHED PER MANUF.
RECOMMEND.
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SEE STRUCTURAL
PLANS FOR
ATTAC�4MENT 4
TRUSS LAYOUT
ENGINEERING FOR
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/_1/21' THICK, 2 COAT STUCCO
rINISH APPLIED DIRECTLY
TO MASONRY OR STONE
VENEER ATTACHED PER
MANUR RECOMMEND.
CEMENTITIOUS TILE OVER Ileo
FELT TO CONFORM Wl D 22ro,
TYPE 01 OR ASTM D 4ll TYPE 01
STANDARDS
R-20 SPRAr FOAM
INSULATION R-VALUE
TO MEET MIN. CODE
REOUIREMENT AS
SET PORTL� IN FMc
2014 A�/
R_ 5R H
FL
SEE Etle;
Wl U51NG SPRAY -
FOAM INSULATION
PROVIDE
INSULATION BAFFLE
BETWEEN TRUSSES e
5LOC< WALL
1/2" HIGH STRENGTH -
RIGID DRYWALL
IX2 P.T. FIRE -STOP -
BOND BEAM
(SEE STRUCT.
DWSS FOR SIz;=
AND RE INF.)
SEE IFFILEV.
STUCCO 50FFIT a UNDERSIDE OF
TRUSS TAILS NOT LESS THAN 1/2"
707AL T�41CKNESS OVER FELT MTL
LATH. LAPPED NOT LE55 THAN 1" 4
FAST W1 3/5" iLEAD GALv. NAILS (2
PER TRUSS MIN,) AS PER F5C R806,
BOND BEAM (SEE 5TRUCT, -
DWIG6 FOR SIZE AND RrzlNr-.)
2 COATS, THICK STUCCO
FINISH AF�PLIEID DIRECTL"r
TO MASONRY OR 57ONE VENEER
ATTACILrED PER MANUF. RECOMMEND
LEDGER (SEE STRUCT. DWG5.
FOR ATTACHMENT)
MON:) 5EAM (SEE STRUCT.-
IDWI FOR SIZE AND RIEHINP.)
IX2 P.T. FIRE -STOP
CLG. 4 eal-011 AFP�
1/2" THICK, 2 COAT STUCCO
FINISH APPLIED DIRECTLY
TO MASONRY OR STONE
VENEER ATTACHED PER
MANUF. RECOMMEND.
CE�'IENTMOUS TILE OVER 030 FELT TO
CONFORM W/ ASTM D 22ro, TYPE 01 OR
ASTM D 406% TY'PE "I STANDARDS
OR
NON-6TRUCTURAL METAL ROOFING
OVER 030 FELT TO CONFORM W1 ASTt*lll
D 226, TYPE 02
////_-OUTRIGG:;ERS (SEE
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STRUCT. DL*6. FOR
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E
TO MEET MIN. CODE
REQUIREMENT AS 5ET
INSULATION R-VALU
F-OR74 IN P15C. 2014
L PRE - ENG WOOD
TRUSS 2411 O.C. MAX.
FALSE 50TTOM TIRUBS Wl
APPICA5LE
1/2' HIGH 8TRENGT�4
RIGID DRYWALL
4 =RE
IX2 P.T. FIRE -STOP
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R-4,1 FOIL INSULATION
\\
PRECAST LINTEL (SEE 5TRUCT.
DLUGS. FOR SIZE AND REINF.)
WINDOW ATTACHMENT AS PER
MANUFACTURER'S
5PECI [CATIONS
FORMED AND POURED
CONCRETE BILL (SEE STRUCT.
DWGS. FOR RE INF.)
IX2 P.T. FURRING
2X4 P.T. 5L<G
SEE STRUCTURAL PLANS
G =TE TOPPING ON
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SEE STRUCTURAL PLANS
TOP OF
OND BEAM
Pt
r
SE
"-76EE E�EVATIONS__
L4 O&EILING LIEIGiLT
\.-75EE ELEVATIONS
1/2" HIGH STRENG7�4 RIGI
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61.011 W
DW
HD. �4GT.
ROOF SHEATHING (SEE 5TRUCT.
DWGS. FOR PL'�'WOOI:;) SHEATHING,
NAILING SPACING AND TYPE).
x4 INSULATION STOP BETWEEN
EACLi TRU55 WITH 1" MIN SPACE
BETWEEN INSULATION AND ROOF
S�LEATL�ING
EMBED. STRAP (SEE STRUCT FOR
TYPE, SIZE, 01 Or- NAILS 4 DETAILS).
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PRE-ENG WE). TRUSS 24" O.C. MAX.
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=W. 4
METAL BIRDSTOP 70 COMfOl ct =R
2
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ri
GALV_ MFTA�_ DRIP E�GE
Ix2 P.T.
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A.
GRADE
STUCCO SOFrIT a UNDERSIDE Or
TRUSS TAILS NOT LESS THAN 1/2" TOTAL
THICKNESS OVER FELT MTL. LATH. LAF1=ED
N07 LESS THAN V 4 FAST W/ 3/5" HEAD GALV.
NAILS (2 PER TRUSS MIN.) AS PER F5C Rboe,.
CANTILEVER TRUSS SECTION
SCALE: 3/411=1 1-0 11
(NON -FIRE RATED)
R-4.1 FOIL INSULATION
PRECAST LINTEL (SEE 5T!l
DWGS. FOR SIZE AND REINF.)
WINDOW ATTACiLMENT AS PER
MANUFAC7Ul
SPECIFICATIONS
FORMED AND POURED
CONCRETE SILL
(SEE STRUCT. DWGS. FOR Rr=l
--il CMU (SEE STRUCT DWG5.
FOR VERT. AND 14ORIZ. RE14-7��
-URRING
IX2 P.T. F
STRIPS a 24" O.C:
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--,--WOOD BASE
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1x2 P.T. FURRI
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ot
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WHEN USING SFRAT' FOAM
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INSULATION 5Af:r-Lrz BETWEEN
TRUSSES 6 BLOCK WALL
ROOF 54EATHING (BEE
STRUCT. l FOR
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NAIL - SPACING AND
TYPE).
ELEV. VARIES
PER ELEV. SEE ELE74
SHEETS FOR GABLE
HEIGHT
Ix2 P.T.
T
Y
L
E
R
V
:E
G
Ix2 P_T
x PF
2xB PRE -PRIMED
5F UC
5PRUCE F-145CIA (SEE
T F
,UC
V_
E V
E 87RUCT. FOR
rTAC:
ATTACHMENT)
.FZ
2NrD-> FLR. BR3. HGTli�
SEE ELEVATIONS
STUCCO SOFFIT a
-UNDERSIDE OF TRU55 TAILS
NOT LESS THAN 1/2" TOTAL
THICKNE66 OVER FELT 1`*1TL.
LATH. LAPPED NOT LESS
T�4AN 1" 4 FAST W1 3/5" HEAD
GALV. NALS (2 PER TRUSS
t'-IIN.) AS PER r5C Rill
5OND BEAM (SEE STIRUCT,
DWGS FOR SIZE AND REINF,)
2 COATS, 2"' THICK STUCCO
FINISH APPLIED DIRECTLY TO
MASONRY OR STONE VENEER
ATTACHED
PER MANUF. RECOMMEND.
FLOOR TRUSS
SEE STRUCTURAL
PLANS FOR
ATTACHMENT 4
TRUSS LAYOUT
ENGINEERING FOR
6 ADDITIONAL INFO
BOND BEAM (SEE STIRUCT.
Dl1r_%S FOR & ZE AND RE INR)
IX2 P.T. FIRE -STOP
CLG, 4 98'-0" Al=r-.
1/2' TWCK, 2 COAT STUCCO
FINISH APPLIED DIRECTLY
TO MASONRY OR STONE
VENEER PER
MANUF. RECOMMEND.
a cii
4
.4
A
Iff
GRADE
NOTE; PROVIDE TERMITE
TREATMENT BELOW SLAB
2-STORY BLOCK WALL SECTION
5CALE: 3/4'zV-0"
(NON -FIRE RATED)
OF %MW%1jJ1n*.
1441 N. RONALD REAGAN BLVD.
0 D, FIL 32750
PH: 407-774-6078
LONGWO
FAX: 407-774-4078
www.abdesigngroup.com
AA *: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, 133442
-0957 OFFICE
(954)482
4
GRADE
NOTE; PROVIDE TERMITE
TREATMENT BELOW SLAB
2-STORY BLOCK WALL SECTION
5CALE: 3/4'zV-0"
(NON -FIRE RATED)
OF %MW%1jJ1n*.
1441 N. RONALD REAGAN BLVD.
0 D, FIL 32750
PH: 407-774-6078
LONGWO
FAX: 407-774-4078
www.abdesigngroup.com
AA *: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, 133442
-0957 OFFICE
(954)482
4
11111111111
LyN00000MOO&
�4
SUIE3DIV. LOT:
RIVERBEND.
LOT #15
170 MPH EXPOSURE "C'
PROJECT#
03303.015
MODEL:
ALEXANDRIA
6512
ELEVATION B
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
2-STORY
WALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
./q6/27 16
DATE:
S C ALE: AS�MTED
SHEET NO-
v
ELECTfR�CAL LEGEND
5"50L
DEFIN17ION
NOTE5
d)
125V OUTLET
EQUifmED WITH GROUND
FAULT INTERUP7ER
20 AMP
(TAMPER RESISTANT
TYPE)
6
lov OUTLET
EQUIPED WITW GROUND
FAULT IN7ERUPT5R
(TAMFr=R RESISTANT
TYF`E)
110V OUTLET
EQUIP-ED WIT�4 GROUND
4
1/2 Or OUTLET
FAULT INTERUPTER
WIRED TO SWITCH
(TAMF!ER RESISTANT
TYPW
6
II0v OUTLET
EQUIPOED WITP GROUND
FAULT IN7ERL1107ER
(TAMPER RESISTANT
TYF�E)
6
220V OUTLET
4 WIRE C:ONNEC_�ION
EXTERIOR
wl
WATERPROOF OUTLET
GROUND FAULT
WF
W1 PLASTIC
INT5RRUP"ER
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ID4
SWITCH
4-WAY OPER
1�bSWITCP
DIMMER
?
WALL MOUNTED LIGHT
3:�
CEILING LIGHT
@)VP
VAPOR PROOF LIGHT
RECESSED CAN
0
4" MINI -RECESSED CAN
VENT. FAN
I CFM PER
SQ. FT.
VENT. FAN W/LIGHT
I Opm PER
SQ. FT.
5 BULB LIGHT STRIP
2' LIGHT STRIP
4' I-IGHT STRIP
4'FLUORE8CENT LIGHT
2-5UL5 LURAF3
AROUND
2' RECESSED
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FLUORESCENT LIGHT
AROUND
SECURITY SYSTEM
PANEL
STRUCTURED CABLE
PANEL
INCLUDES
6 OUTLET
PANEL
willim
METER
BATT. BACK-UP
SMOKE DETECTOR
W/ PARDUPFir=
INTERCONNECTED
BATT, SACK -JP W1
SD/C0
HARDWIRE NTER-
CARBON MONOXIDE/
CONNECTED SHALL
SMCI<E DETECTOR COM50
BE A DISTANCE
Or NOT LESS THEN 4'
FROM WALL
TELEFI-40NE JACK
WATER FEAT.
DISCONNECT
AIR r_OIND_ DISCONNECT
TELEVISION JACK
051 Ap.r.
Ct-FILING BOX II To
BE SUPPORTED IN
J-5ox
ACCORDANCE W/ BOX
MAWED AS SUC44
FOR INSPECTION
CEILING BOX RECD.To
PROVIDE PAN BOX
W1 3-WIRS FOR
II SUPPORTED IN
ACCORDANCE W1 SOX
OPTIONAL FAN
MAWED AS SUCH
FOR INSPECTION
PREWIRE FOR
FKP]
ALARM SYSTEM
AUDIO CONTROJ_
VOLUME CONTROL
KEYPAD
PUSH- BUTTON
FOR C4T1TE6
EXTERIOR WALL
IRRIGA71ONTIt-VIR AND
MOUNTED WEATHER
CONTROL BOX
PROOF LOW
VOLTAGE BOX
EXTERIOR WALL
THEM I STAT
MOUNTED WEATHER
PROOF LOW
VOLTAGE BOX
EXTERIOR WALL
PHONE / DATA
MOUNTED WEAT�411I
SOX
PROOF LOW
VOLTAGE BOX
CHIME, VERIFY MOUNTED
prMIGHT IN FIELD
FLOOD
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DROP
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___&A24
COACH
ELECTRIC"AL LIGHT
FIRST FLOOR PLAN
ELEVATIO'N '9B 99
ELECTRICAL CONTRACTOR
5�4ALL VeRIFY LUITH
MECHANICAL CONTRACTOR
ALL REQUIREMENT5 FOR THE
A/C UNIT. SHIALL Vr=RlrY
EXACT 5Rr=A<r=R 5izrz AND
LURE SIZE PRIOR TO ORDER
ANY EQUIPMENT AND NOTIFY
ENGINEER Or ANY
DISCREPANCIE5
Lufm
el
IT
T*11ETER
FIELD VERIFY
LOCATION
SPIRINKLER
A14 _OACH
LIGHT
v , /6 r
A24
_I- L.IcaHT
A R C H I T
4 Design
Groulfinc.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngrou'llcom
AA #: 0003325 1
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FIL 33442
(954)482-0957 OFFICE
1L_ (954)708-2468 FAX A
Lin
0
m
M&
0
r
1111111
SXJ]3DIV. & LOT:
RIVERBEND.
LOT #15
170 MPH EXPOSURE *C'
PROJECT#
03303.015
MODEL:
ALEXANDRIA
6512
ELEVATION B
GARAGE SWING:
RIGHT
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
61
nommo�
ARCHITECT:
STATE OF FLORIDA
A
r1_t1N.,1/ X6Y27 16 1
DATE
ISCAM.116: AS NOTED I
SEIVET NO:
cov,
ELECTfR�CAL LEGEND
5"50L
DEFINITION
NOTE5
125V OUTLET
EQUIPED WITH GROUND
FAULT INTERUPTER
20 AMP
(TAI'1PER RESISTANT
TYPE)
EQUIPEC) WIT44 GROUND
III OUTLET
FAULT INTERUPTER
(TAMPER RESISTANT
IIOV OUTLET
EQUIPED WITH GROUND
5
1/2 Or OUTLET
FAULT INTERUPTER
WIRED TO GWITCH
(TAMPER RESISTANT
TYPE)
EQUIPEP WITH GROUND
I lov OUTLET
FAULT INTER4PTER
(TAMPER RE66TANT
TYPE)
220V OUTLET
4 WIRE CONNECTION
EXTERIOR
cf I
WATERPROOF OJTLtT
GROUND FAULT
up
W1 PLAS"IC
INTERRUPTER
BUBBLE COVER
SWITCH
SWITCH
3-LUAY OPER.
�P4
SWITCH
4-WAY OPM
SWITCH
z)IMMER
WALL MOUNTED LIG44T
CEILING LIGHT
VAPOR PROOF LIGI
RECESSED CAN
4" MINI -RECESSED CAN
VENT. �AN
SQ. FT.
I Cpm PER
VENT. rAN W/L444T
SQ. FT.
5 5JL5 LIGHT btRP
2' LIGHT STRIP
4' LIGHT STRIP
2-5UL5 WRAP
4' FLUORESCENT L 101-17
AROUND
21 RECESSED
2-5UL5 UIRAP
FLUORESCENT LIGHT
AROUND
Sl Sy8mM
PANEL
STRUCTURED CABLE
PANEL
INCLUDES
OUTILET_
PANEL
METER
SMOKE DETECTOR
BATT. BACK-UP
W/ LARDWIRE
IN7ERCCNI
5477. EACK-UP W1
SD/CO
HAIII INTER-
CAR50M rMOXIDE/
CONNECTED SHALL
1I 0157CTOR COMBO
BE A DISTANCE
Or NOT LESS THEN 4'
PROI't WALL
TELEPHONE JACK
WATER HEAT.
D18CONNEC-r
Alp- COND_ DISCONNECT
PIN]
TELEVISION JACK
451 Aj-r-.
CEILING BOX FI
BE SUFTPOI IN
J_5OX
ACCORDANCE W/ BOX
MARZKFC> AS SUCH
FOR IN-51FECTION
CEILING E50X REaTo
PROVIDE �AN BOX
W1 3-WIRE FOR
BE SUPPORTED IN
ACCORDANCE W/ BOX
OPTIONAL FAN
MAIIII AA SUCH
FOR INSPECTION
PTIF!EWIRE FOR
FKPI
ALAW SYSTEM
IAKI
AUDIO CONTROL
VOLUME CONTROL
KEYFAD
FUSP- BUTTON
FOR CHIMES
EXTERIOR WALL
IRRIGATION TIMER AND
MOUNTED WEATHER
CONTROL 5OX
PTROOF LOW
VOL�A6%E BOX
EXTERIOR WALL
THERMOSTAT
MOUNTED WEAT�4r:R
(D
PROOFLOW
VOLTAGE BOX
EXTERIOR WALL
PHONE / DATA
MOUNTED WEAT14ER
5OX
PROOF: LOW
VOLTAGE SOX
CLIME, V5RIr1r' MOUN�ED
HEIGHT IN FIELD
FLOOD
LIGHT
PENDANT
L IGWT
UNDER
CABINET LIGHTING
VOLUME
CONTROL
DROP
COORDINATE
SPEAKERS
INSTALLATION U/
MANUrAC7URER
VOLUME
CoOiRDINATE
CONTROL
INrDTALLATION W1
MANUFACTURER
WALI_ MOUNTEZ) TV
COORDINATE
PRE -WIRE
INSTALLATION W/
MANUFACTURER
COORDNATE
OVER CAI-31NET
INSTALLATION W1
LIGHTING
MANUFACTURIER
ELECTRICAL NCTE5
1. THE ENTIRE INSTALLATION SHALL 5E IN ACCORDANCE WITH THE LATEST
EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NI THE LATEST
EDITIONO Or ALL LOCAL CODES, RULES AND ORDINANCES HAVING
JURISDICTION AND F5CR 2014, 5TH EDITION ELECTRICAL PROVISIONS.
2. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE
APPROVED 5T' UNInERWRITERS LA150RATORT (U.L.), OR ANY' NATIONAL
RECOGNIZED TESTING AGENCY.
3. 17 15 NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF
CONSTRUCTION. THE CONTRACTOR 15 EXPECTED 70 F-URNI514 AND INSTALL
ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND F'ROVIDE ALL
REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER
WORKING ORDER.
4. CORRECTION Or- ANrDFrECT5 SHALL BE COMPLETED WITHOUT
ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF
ANY OTHER PHASE OF THE INSTALLATION 11�41CH MAY HAVE BEEN
Z-.)AP,1AGEP THERE BY.
5. ALL REQUIRIED INSURANCE SHALL BE PRCVlr-)r=r-> FOR PROTECTION
AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION
OF THE UJORK.
(0. A. ALL CONDUCTORS SHALL BE COPPER TYPE THWN OR AN ALUMINUM
EQUAL ALTERNATIVE EXCEPT AS OTHFRW15E NOTED.
5. MINIMUM WIRE SIZE SHALL BE M4 A.Wj3. UNLE56 OTHERW15E NOTED.
C. LOAD CENTERS AND PAINEL50ARDID:
a, CURRENT CARRrNG BUSES SHALL BE COPPER, GROUND 5.15 BAR$
SHALL BE COPPER.
6. ALL CIRCUIT 51REAKERS INSTALLED IN PANEL50ARD5 514ALL BE
eOI
c. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL 5E
PLUG-N.
6. ALL 120-VOLT, SINGLE-PLA51E, I!>- AND 20-AMPERIE BRANCH VRCUIT5
SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LBRARES, DENS,
BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS,
OR SIMILAR ROOMS ORAREAS SHALL 5r= PROTECTED BY A LISTED
ARC -FAULT CIRCUIT INTERRUPTER, COM511NATION-TYPE INSTALLED TO
PROVIDE PROTECTION OF THE BRANCH CIRCUIT.
e. ALL CIRCUIT BREAKERS FEEDING MEC44ANICAL EQUIPMENT SHALL BE
HACR TYPE CIRCUIT BREAKERS.
f. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELIBOARD SCL�EDI
WIRING METHODS:
A. SCHEDULE 40 PVC CONDUIT, W[TLI FITTINGS AND CCU?-LINaoi
APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND
OR BELOW SLA55 ON GRADE.
B. ELECTRICAL NONMETALLIC TUBING; (EMT), WITH FITTINGS AND
COUPLINGS APPROIFRIATE FOR THE USE 16 Ar_CEP7A5LE FOR USE
WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN LVALLS OR
ABOVE SUSPENDED CEILING AND A5APPROVED 5" THE AUTHORIT'Y
HAVING JURISDICTION.
C. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND
INTERNAL GROUND 16 ACCEPTABLE FOR USE AS GENERAL BRANCH
CIRCUIT WIRING FOR CIRCUITS 20 AMP5 OR LESS AND CONCEALED IN
UALL& OR ABOVE SUSPENDED CEILING AND AS APPROVED BY T14E
AUTHORITY HAvIW_% JURISDICTION.
D. TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND 15
ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT LURING FOR
CIRCUITS AND CONCEALED IN LUALLS OR A50VE CEILING AND AS
APPROVED BY THE AUTHORITY HAVING JURISDICTION
CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND
CABLE UTILITY COMPANY REPRIESENTATIvE, 6ERvICE ENTRANCE
LOCATION AND ANY OTHER REQUIREMENT.
1B. SrzRvICE ENTRANCE ELECTRICAL EQUIPMENT SL4ALL BE AS SPEII ON
PLANS. ALL OTHER DEVICE5 DOWNSTREAM OF MAIN 51REAKEIR70 BE 12K
AIC RATED UNLESS OTHERWISE NOTED.
10 BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR SHALL
FIELD VERIFY THE SIZE Or T14E FEEDERS AND OVER CURRENT
PROTECTION DEVICES WITH MANUFACTURER'S EQLI SPECIFICATION.
11. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PER
MANUFACTURER'S RECOMMENDATIONS.
12. PROVIDE GROUND FAULT CROJIT INTERRUPTER PROTECTION (GFI) AS PI
NEC 211 THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR
RECEPTACLES, <ITCHEN5 AND AT WIET BAR SINK ARE, AS APPLICABILFz
13. PROVIDE COM15INATION TYPE ARC FAULT PROTECTION CIRCUIT BREAKER
(AFCO FOR OUTLETS INSTALLED IN ALL DWELLING UNITS ROOMS, EXCEPT
FOR <ITCHENS, BATHROOM, GARAGE, UNFINISHED BASEMENTS AND ROOMS
ORAREAS NOT SPECIFIED IN SECTION 210-12. PROVIDE DEDICATED
NEUTRAL WIRE FOR EACHARC FAULT CIRCUIT 15REAK.IER.
14 PROVIDE FINiZE-LUIRED TFLEPL40NE AND CABLE TV OUTLETS AS 5L4OUN ON
PLAN OR AS IDENTIFIED ON OPTIONS SHEETS.
15. SMC<E DETECTORS SHALL HAVEA SELr CONTAINED BATTERY BAC< UP
AND ISE CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES- ALL
SMOKE DETECTORS UJITLIIIN THE HOUSE SHALL BE INTERCONNECTED FOR
SIMULTANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRCUIT
INTERRUPTER. SIVGLE STATION SMO<E DETECTORS SHALL BE INSTALLED
MIN 3' FROM ANY AIC REGISTER, BATHROOM OR KITCHEN DOOR5_
CONTRACTOR SHALL VERFY IN FIELD
l(o. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC rvaO
a. ACCESSIMILIT-r SHALL BE PROVIDED AS PER NEC: II
6. ALL METAL PIPE SYSTEM, METAL PARTS OF'ELECTRICAL EQUIPMENT,
AND PUMP MOTORS ASSOCIATED WITH THE L4TDROMA-55AGE TUB
SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER,
INSULATED, COVERED OR BARE, NO SMALLER TILAN 00 8 SOLID AS I-E
NEC 6150-14
17. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED 5ELOLU, UNLE55
SPECIFIC -ALLY NOTED OTHERWISE:
a. GENERAL PURPOSE RECEPTACLES: 10" AFF TO BOTTOM OF FI)<TURE
b. LIGHT SWITCH; 44" AFF TO 50TTOM OF FIXTURE
18. LIGHTS LOCATED ABOVE 51-40LUER OR 5ATH TU5 SHALL BE 5UITA5LE= FOR
LUET LOCATION (SLOWER TRIM).
IS. ALL RECEPTACLES SHALL BE TAMPER REVIBTANCE.
20. A MINIMUM OF lrp% OF THE II IN PER"ANENTLY INSTALLED LIGHTING
FIXTURES SHALL BE HIGH-EFFICIENC'TLAMIF'S OR A MINIMUM OF -15% a-- THE
PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH
EFrICACY LAMPS.
EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE
HIGH-IEFFICIENC"r LAMPS.
21. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED. P-15CR-R:402.4.5.
FAUL7 CUfRfRENT CALCULAT�C)N
FPJ_ TRAN5rOFI!MER 100 <VA
Fla (100 <VA) = 41 A a 240V,10: I LET TLRU = 41-1/Z(1-6) = 42,7113A
IT 15: NJ
NUM55P OF CONDUCTORS PER PHASE: 2
CONDUCTOR LENGTH 1-1; 40'
CONDUCTOR C VALUIE; 1,4S3
F 2 x L x 1 2 x 40 x 42.1-te 1�eI023
C x E L-L 1,493 x 240
M = J_ = = 03445
1 4. F I � LIB023
ISCA s AVAILABLE FROM UTILITY x M = 42,115 x 0_34415, 14,13'B AMPS
USE 22K, A.IZ. RATED AT THE SERVICE
USE 10K, A.lj:�. RATED AT PAINELS
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -
ELECTRICAL
ffl ME
0
L
I-, mm 1111111111111 1111111111111111
1 11 �I I
ELEVATION 99 B 99
R C H I T E C
OF Design
GroulTinc.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
SUBDIV. & EOT:_1
RIVERBEND.
LOT #15
170 MPH EXPOSURE"C'
PROJECT#
03303,015
MODEL:
ALEXANDRIA
6512
ELEVATION F
GARAGE SWING:
RIGHT
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
L
ARCHII
STATE OF FLORIDA
I�NLJ)LR 06/27/16
DA'W: �
Sc:j,.�� A NOTED]
SHEET NO*
E2