HomeMy WebLinkAboutBUILDING PLANS PAGE 1-21• 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.
99
2 13
605
o
DESIGN CRITERIA:
AY, A
� .) _L_j I\
1430 CULVER [DRIVE NE, F'ALM BAY, FL 32907
Tel= (321) 733-7092 Fax: (321) 733-7972
• FBC RESIDENTIAL 6TH EDITION (2017)
ABC
• FLORIDA FIRE PREVENTION CODE 6TH EDITION
ADJ.
• NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
AMP.
*ALL LOCAL AND STA°E CODES
BD.
CL
CAB.
• OCCUPANCY - RESIDENTIAL, GROUP R3
CLG.
•CONSTRUCTION TYPE - VB
C
COONN C.
• MIN. INTERIOR FINISH — CLASS B
CPT
• BASIC WIND SPEED - Vult=160 MPH
C.T.
D.
Vasd=124 MPH
DBL.
• EXPOSURE — C
D.G.
DIA.
• 1—STORY RESIDENCE —
DIM.
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL
DISP.
DP.
AND STATE CODES
DR.
D.S.
SQ.FT. CALC.'S
DW
EA.
ELEV.
IST FLP, LIVING 1104 SQ. FT,
EQ.
2ND FLR LIVING 1501 SQ. FT.
EXH.
EXT.
TOTAL LIVING 2605 Sa FT.
F.G./FX .
F.G.
GARAGE 431 50. FT.
FIN.
COVERED LANAI 80 50. FT,
FLU.
FLUOR.
PORCH III SQ. FT.
FR. DR.
FTG,
TOTAL 3233 SQ. FT.
GA,
GAR. DISP.
G.F.I.
A/C VOLUME 216912
GL.
GYP. BD.
H.B.
IT
HDR.
H GT. OR HT
TN S UL.
N T.
LAV.
LEM.
M.C.
REVISIONSS�oN
INDEX OF DRAWINGS
ARCHITECTURAL SHEET DESCRIPTION
ABGVEABBREVIATIONS MANUFACTURER
MFR.AIRCONDITIONING MIN. MINIMUM
ADJUSTABLE M.T. MOUNTTED THRESHOLD
ALTERNATE MTD. MOUNTED
AMPERAGE MTL. METAL
BOARD N.T.S. NOT TO SCALE
CENTERLINE O.C. ON CENTER
CABINET PL PROPERTY LINE
CEILING P.B. PUSH BUTTON
CLEAR PH. PHONE
CONCRETE PUT. PLATE
CARPET PLYWD. PLYWOOD
CERAMICTILE PR. PAIR
DRYER P.T. PRESSURE TREATED
DOUBLE R. RISER
DUAL GLAZED RAD. RADIUS
DIAMETER R.A.G. RETURN AIR GRILL
DIMENSION REF, REFRIGERATOR
DISPOSAL RM. ROOM
DEEP R.O. ROUGH OPENING
DOOR S.C. SOLID CORE EXT DR
DOWNSPOUT S.D. SMOKE DETECTOR
DETAIL S.H. SINGLE HUNG
DISHWAgHER SHT. SHEET
EACH SHTHG. SHEATHING
ELEVATION SHWR. SHOWER
EQUAL SJM. SIMILAR
EXHAUST SL. SLIDING
EXTERIOR SL. GL. SLIDING GLASS
FIXED GLASS STD. STANDARD
FUEL GAS SWS SHEAR WALL
FINISH SECTION
FLOOR TEMP. TEMPERED GLASS
FLUORESCENT THK. THICK
FRENCH DOOR T.O.C. TOP OF CURB
FOOTING T.O.P. TOP OF PLATE
GAUGE T.O.S. TOP OF SLAB
GARBACIE DISPOSAL TYP. TYPICAL
GROUND -FAULT U.N.O. UNLESS NOTED
CIRCUIT INTERRUPTER OTHERWISE
GLASS V.P. VAPORPROOF
GYPSUM BOARD W. WASHER
HOSE BID W/ WITH
HOLLOW CORE WD. WOOD
HEADED WDW. WINDOW
HEIGHT W/H WATER HEATER
INSULATION W.I. 'WROUGHT IRON
INTERIOR
LAVATORY
LUMINOUS
MEDlcuvi CABINET
DATE
PG Cl—COVER SHEET
PG GN—GENERAL NOTES
PG AI —FIRST FLOOR PLAN
PG AlA—FLOOR PLAN SEC�I,ONS/DETAILS
PG A2—SECOND FLOOR P: N
PG A3H—ELEVATIONS FRONT & REAR "H"
PG A4H—ELEVATIONS LEFT & RIGHT "H"
PG El —FIRST FLOOR ELECTRICAL PLAN
PG E2—SECOND FLOOR ELECTRICAL PLAN
PG Pi —PLUMBING PLAN
PG Ml—FIRST FLOOR MECHANICAL PLANS
PG M2—SECOND FLOOR MECHANICAL PLANS
PG DI —DETAILS
PG D2—DETAILS
PG D3—DETAILS
PG D4—PRODUCT APPROVALS
PG WAl—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.IA—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.IA—DETAILS
PG S3—FIRST FLOOR FRAMING PLAN
PG S3.1A—DETAILS
PG S3.1B—DETAILS
PG S4—SECOND FLOOR PLAN
PG S4.1A—DETAILS
PG S4.2—SECOND FLOOR DOWEL PLAN
PG S5—SECOND LIFT BEAM PLAN AND NOTES
PG S6—ROOF FRAMING PLAN
PG S6.1A—DETAILS
PG SNl—DETAILS
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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SUSDIV. 8e LOT:
CREEKSIDE
LOT 44
PROJECT#
04321.000 044R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SIYING:
RIGHT
PAGE:
COVER
SHEET
60 MPH EXP. C
DATE:: 05/23/18
SCALE: 1/4"=1' — 0"
SHEET
CI
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GENERAL NOTES
SITE WORK
TIMBER
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).
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
6th EDITION, (2017).AND IN CONJUNCTION WITH ACE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED
HEREIN:
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,
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
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:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
FINISH GRADES, PLANTING AND IRRIGATION.
C. SOUTHERN PINE INSPECTION BUREAU:
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
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
D. TRUSS PLATE INSTITUTE:
ARCHITECT.
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 2002)
3.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
E. APA -THE ENGINEERED WOOD ASSOCIATION
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 1/2 THE HORIZONTAL
I. ENGINEERED WOOD CONSTRUCTION GUIDE
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
4.
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.
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
o
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.
6.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4.
NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5.
THE ARCHITECT/ENGINEER 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
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
5
WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/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
8.
EXCAVATIONS TO BE A MINIMUM OF 3' 0" BEYOND NEW FOOTING LINE.
6.
MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
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.
1.
SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
"A"
2.
WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX (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 %" 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 WIPES, 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 ON 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
L NOT PERMITTED OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
PURPOSES SHALL 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
T INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
SOLID WOOD DOORS NOT LESS THAN 1
"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
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
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
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN, RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OFF 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
THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
GARAGE.
2.
STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
4.
AS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
PER SECTION & TABLE R
ASTM-C926 & ASTM-C1063-12a.
D APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
H GYPSUM BOARD AP
LESS THAN''/z -INCH GYPSUM
LE
3.
LATH & ACCESORIES PER ASTM-C-1063-1 & 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'/ -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
L AA #: 0003325
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SIUHDIV. 8e LOT:
CREEKSIDE
LOT 44
PROJECT#
04321.000 044R1
MODEL:
4EHB
"2605- HAYDEN"
CgARAGE SV ING:
RIGHT
PAGE:
GENERAL
NOTES
460 MPH EXP.
rswai s 05 23 18
DATE: / /
SCAL'l: 1/4"=1'- 0"
Z _L
oil
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION F15C R302.9.1 THROUGH FBC R302.9.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTION F15C R302.10.1 THROUGH FBC R302.10.5
7z CONTUJOUS STRESS
DOU" TOP PLATE—�"��
d.00KM MID WALL
Gp4w82' Or—MAX
2x STUDS to16' OII MAX.
"Ox
I' T S G SUBFLOOR &-L=
AND SCMIM AS PER
FASrNER wryeryu a
a t FLOOR STUDS TO
M R.00R STUDS
SMPSON META-86 •
W Or- MAX
PRE -ENS FLooR Tliuee
DOUEL.E TOP PLATE
2x STUDS • N.' O.o. MAX,
"ON.
2x CONr"4" STRESS
SECURE Dt. PLATE TO STUD V0-00cINO
MID U ZL
SU'1PSON SP4 632' OG. MAX
SECURE W. PLATE TO GLAD
UV txr ANCHOR DOLT W/ 2'
4A04PR,' EMOSL. MK • 32'
I ISN T OF *ARAM
=MAX. EPDXY NOT
VARIES ON SLOPE
RECUPRED FOR EXPANOM
MOLTS
8
G.GGPto4
TGM
Q
No Cr—MAX
^' -..°4 4' CONC. REUFgGCED V 6'Xf' UAJGUL4
uGF oR gDEIa 7ES4 ON 6-MIL VAPOR
Z 4 RETARDER ON "ELL -COMPACTED CLEN
RLL. TEN'mE IFEATMERr To OE
at 4' I'-0' 4' 4' DORA-CARE APPLED AT FRAMN&
r2) �s REDAIU ON aaalea I'-S'
A 2 STORY I1+TT. WALL AT GARAGE
SCALE: WooI'-0"
NOTE:
NOTE:2-STORY GYPSUM BOARD
OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE
EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN No
(35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL
DOORS NOT LESS THAN I4b'(35mm) THICK, OR 20-MINUTE
FIRE -RATED DOORS
THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE < ITS
ATTIC AREA BY NOT LESS THAN 1/2'(12.1mm) GYPSUM BOARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS
THAN ND'(15.9mm) TYPE X GYPSUM BOARD 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 BOARDS. FBCR 2011 ((PTH ED.) 302.1
-10" 10'-0"
I -4', '1'-4" U-4
4--------�
COVERED
I e'LAP+'N(.ALIG. I
10'-0' I
I —Fill
I
I
DINING
ROOM
B'-8' CLG.
11-2" 3'-811
G
KITCHEN
8'-8' CLG.
5-SH
FLEX
8'-8' CLG.
12-t' -4"
�u
men
(2) 25-SH
LIVING
ROOM
s'-V CLG.
3' -8'
ARCH C'
=�
' B V
II
ul
"ill
lily Q FOYER
III V4 cLG.
III
III 3068
III W/10'
III �\ tQnNe
J u � �- LJ L•
(2) 25-SH
-11-61
'PORCH
8'-8' CLG.
I
------'•------
'-411, 10'-0' V-4',
MT.
5'-4" 1,'-4
27'-10"
1101
POST
mlI 1
11
•8" 5'-4"
STAIR DATA A
16 RISER S IB4' A
15 TREADS a 10'
�u
25-SW
BEDROOM #2
V-8' CLG.
3'-5' 9'-0"
.y�" (2) 2068
B
IR-ISH
— — -
1 I V
IC�7% BATH #2
/
8'-8' CLG.
�►w
(�Aw
O
x
2868 SC
WJ-L
20 MIN. O
GARAGE
8'-8' CLG
16'-0' X 7'-0' O.H.
------------- ---
19'-4" 20'-4'
FIRST FLOOR PLAN
SCALE: 1/4' ■ I'-O'
2'-IOI_L'
-v
N
MASONRY/FRAME
WALL LEGEND
V-8' BLOCK WALL
UN.O ON PLANS
55C%. HGT. VARIES
8' BLOCK WALL
UN.O ON PLANS
BRGs.
INTERIOR LOAD
BRCS. WALL U.N.O.
ON PLANS
4' INTERIOR NON
LOAD BRCS. WALL
UN.O. ON PLANS
-ALL INTERIOR
DOORS TO BE 6'-8'
-ALL EXTERIOR
DOORS TO BE 6'-8'
UNLESS NOTED
OTHERWISE
SQ.FT.
CALL S
IST FLR LIVING
2ND FLR LIvINrs
1104
1501
SQ. FT.
SQ. FT.
TOTAL LIvING
GARAG>:
COVERED LANAI
PORCH
2605
431
80
III
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
3233
SQ. FT,
A/C VOLUME
21691.2
C0 F %8ff MD CLM=WID LQAO+3
BAWL WID E Mff FOR 8 SE=0 Q=
OPEIGM
AND TYPE
SOUARE
FOOTAQE
2Jw
0 WH WID IW
IBIAW
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR MIN. CRITERIA
S.G.D. MIN,
72
5
30/-3-1
CRITERIA
80i0 O.H.D.
56
5
30/-38
16010 O.H.D.
112
5
29/-35
SOFFIT
N/A
5
31b/-38.8
ROOF TILE
N/A
3
-6829/
IF
-5829
APPLICABLE
BASIC WIND SPEED MPH = 160 (Volt) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CANrRM DA79
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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F
SVHDIY. da LOT:
CREEKSIDE
LOT 44
PROJECT
04321.000 044R1
MODEL
4EHB
0'2605-HAYDEN"
C;ARAGE SWING:
RIGHT
PAGE:
FIRST
FLOOR PLAN
60 MPH EXP. C
ARCHITECT
DATE: 05/23/18
SCALE: 1/4"=1'— 0"
SHEET
Al
1' 4"
\IF-G
DBL. —
TOP
PLATF
BAR
DETAIL
A SCALE: 1/4'=1'-0"
I
ARCH DTL.
B SCALE: 1/2 = I'-0'
ALT T TJ I SECURE TREADS TO STRINGER
1 j �J W/(3M 3' SCREWS • EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATµING
42' H. 1/2
WALL W/
CAP
/
/
L
(2) LAYERS OF 3/4' PLYWOOD
OR (2) LAYERS OF 3/4' SUB
FLOOR MATERIAL RIPS FOR
\ SOLID NAILING
42' H. HALF WALL
W/ CAP
3/4' TtG SUB FLOOR
GLUED 4 SCREWED
PER FASTENER
SCHEDULE
3/4' 2ND FIN. I=LR
W-V BRCS. HGT.
/
J
FLRTRUSSES
3/4' KICK
/
ST�ATIRS RISERS TO CONFORM TO FBCR 6TIH
I' MAX.
VO6�NCs
PLATE
/
STAIR DATA:
EDITION (20I1)
MIN. TREAD•10' MAX. RISERP1 3/4' 3/16'
I0'
16R ! 154'
MAX. VARIATION IN RIMPAnREADS
ADJACENT TO EACH OTHER 3/8MAX MA'+
MIN
/
10 I NOSIi�k's
VARIATION IN ANY RISER/TMAD HANDRAIL
CIRCULAR GROSS SECTION D1A. TO BE 1 3/4'
S T O R
.-1/4' OR PROVIDE EQUIVALENT
ERS- MIN, , WIDE IN
•
NARROW END MIN.NP W DTH o 12'
NARROW END 34' MIN. HANDRAIL HGT.
/ 3-2x12 SYP STRINGER
/
REINFORCED W/2X4 S"
W/CONT. BEAD OF
NOTE-
-
SUB -FLOOR ADHESIVE
•ENCLOSED ACCE8,811BLE SPACE UNDER
PL-400 OR SIMILARE •
STAIRS SHALL HAVE WALLS, UNDER STAIR
EA HORIZONTAL RUN
SURFACE AND ANY SOFFITS PROTECTED ON
THE ENCLOSED SIDE WITH 1/2' GYPSUM
BOARDS. FBCR 302.1.
2 X 4 RE-INFORCING
• EA. 2 X 12 STRINGER
SECURE W/12d &'-S' O.C.
MASONRY NAILS • 2X4 P.T.
SLEEPER INTO SLAB WITHIN 8"
OF EACH END, 32' O.C. MAX,
STAIR SECTION
HANDRAIL a 36'
W/ 2X4 RE-INFOF
CLEAR SPACE 5ETWEEN
HANDRAIL AND THE WALL
ALL 5E NO LESS THAN 1 1/2'
PER F5CR R3111,B2
NOTE:
1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A
DIAMETER OF Ii'± 2' OR A NONCIRCULAR CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4" 5UT NOT MORE THAN 6 1/4' AND
A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES
SHALL HAVE A MINIMUM RADIUS OF I/S'.
2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF
0'-0' FIN FLR 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 16010.1 / F.B.G. (2011) 6th EDITION,
HANDRAIL SECTION
_
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
F
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sysnrv. ee LOT:
CREEKSIDE
LOT 44
PROJECT*
04321.000 044R1
MODEL•
4EHB
"2605-HAYDEN"
GARAGE sTrING:
RIGHT
PACE:
FLOOR PLAN
SECTIONS /
DETAILS
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
was
D � 05/23/18
SCALE: 1/4"=1'-0"
SHEET
� I �
not a,
SECOND FLOOR PLAN
SCALE: 1/4 - I'-V
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
F
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W
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4
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S'UHDIV. & LOT:
CREEKSIDE
LOT 44
PROJECT6
04321.000 044R1
MODEL:
4EHB
012605-HAYDEN01
GARAGE STnNG:
RIGHT
PAGE:
SECOND
FLOOR PLAN
460 MPH EXP.
ARCHTECT-
STATE OF FLORIDA
Y 9= a �:
A AB%"ACRA
NO 93723
rrcl" 05 23 18
DATE: / /
SCALE: 1/4"=1'-0"
Mw
SHINGLE
ROOF
FYPON 16'X48'
DECORATIVE
SHUTTER OR
EQUIVALENT
0-0" 2ND FLf2l
5RG. HGT.
FYPON---
5KTIIXIi
OR
EQUIVALENT
6' RAISED
15AND (TYP.)
10'-0 3/4" 2ND FLR
FIN. FLRJBRG. PGT.
8'-0" BRCS. PGT.�
m ENTRY
I I
I I
4B I I
a I
4' RAISED TYP. I I
SAND (TYP.)
I
8' RAISED I I
SAND (TYP.) I I
0'-0" FIN. FLR.
-0'-4" GRADE IMINJ �
I8'-0" 2ND FLR r _
5R3. HCzT.
I I
I I
I I
I I
I I
I I
I I
I I
I I
10'-0 3/4' 2ND FLI I
FIN. FLRJ5RCa. HCsTR . - --
8'-8' CLC. H-6T.,h I I
-I --
I I
I I
4B I I
A3 I
TYP. I I
I I
I I
I I
I I
0'-0" FIN. FLR. I I
-0'- ' GRADE _4 --
IN:
I
FRONT ELEVATION
SCALE: 1/4 ■ I'-0' TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER F5CR R'103.4
OFF RIDGE VENT
12
- - - — - - - - •_'__
�r
r-
REAR ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
2(o'-IS" BLD. HGT.
IS'-S" 2ND FLR.
— - SRCs. HGT.
4' RAISED
BAND
6' RAISED
BAND
110 -_0 3/4" 2ND FLR.
FIN. FLR./BRG. HGT,
8'-S" GLG. HGT.
OPT. COACH
LIGHT
0'-0' FIN. FLR.
_ -4° CsRADE (MIN.)
2ND FLR
-0II
10'-0 3/4" 2ND FLR.
- FIN. FLR/5RG. HGT.
oa'-8' GLCs_ HGT.
0'-C' FIN. FLR.
'- ° CxRAD t INJ
MODEL 2605-HAYDEN-4EHB (2-Story)
AREA OF ATTIC = 1541 SQ. FT.
N ET FREE VENTI LATI ON AREA RI
REQUIRED VENTILATION AREA
5.14
MIN. REQUIRED VENTILATION
IN UPPER PORTION OF ATTIC
OFF RIDGE VENTILATION AREA
TOTAL# OF VENTS REQUIRED
TOTAL# OF VENTS PROVIDED
FFITVENTILATION AREA
LINEAR FEET OF SOFFIT REQUIRI
1/ 300
= 1541 /300
5.14 SQ. FT.
= 739.68 SQ. IN.
A X 739.68
295.872 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFIT VENTS)
115 SQ. IN. PER VENT (net free area)
2.57
3
7 SQ. IN. PER LINEAR FT (net free
area)
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
W
0
W
a
Ems.
SU'HDIV. 8a LOT:
CREEKSIDE
LOT 44
PROJECT#
04321.000 044R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE 3TrMG:
RIGHT
PAGE:
FRONT & REAR
ELEVATION "H"
60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
y
ROLAN a AD06CHACRA
NO 93723
05 23 18
DATE.,
SCALE: 1/4"=11— 0"
SHEET
DOUN
'PON
11 OR
`LENT
2ND FLR
HGrtT_
3/4" 2ND FLR.
LRJ5RCs. 44GT.
5RCx. HG:T.
rRY
FIN. FLR.
GxRADE (MIN.)
LEFT
TEXTURED FINISH
ELEVATION
RIGHT ELEVATION
SCALE: 1/4 = V-0' TEXTURED FINISH
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
r4
W
19
LQ
a
N
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4
F
F:
ti
SVHDIV. de LOT:
CREEKSIDE
LOT 44
PROJECT#
04321.000 044R1
MODEL:
4EHB
"2605—HAYDEN"
C3ARAGE STnNG:
RIGHT
PAGE:
LEFT & RIGHT
ELEVATION "H"
L60 MPH EXP.
ARCHITECT-
STATE OF FLORIDA
ND A ABOUCHACRA
AR NO 93723
PRINT
05/23/181
SCALE: 1/4"=1'— 0"
SHEET
Ia P31-1
ELECTRICAL LEGEND
SYM.
DESCRIPTION
-elf
STANDARD SWITCH
-WAY SWITCH
-WAY SWITCI I
DIMMER SWITCH
HE
PUSH BUTTON
DISCONNECT
TTHERMOSTAT
SINGLE RECEPTACLE (125v/20-AMP
SINGLE POLE)
110V
DUPLEX RECEPTACLE
110V
DUPLEX RECEPTACLE (EQUIPPED
ITH GROUND FAULT
NTERUPTER/TAMPER RESISTANT TYPE)
110V DUPLEX OUTLET (HALF OF OUTLET
WIRED TO SWITCH)
=99=
EXTERIOR WATERPROOF/GFI
RECEPTACLE (GROUND FAULT
NTERUPTER)
110V QUADPLEX RECEPTACLE
®
110V DUPLEX RECEPTACLE (FLOOR
OUNTED)
20V RECEPTACLE (4 WIRE
ONNECTOR)
I-(7
VALL MOUNTED LIGHT
FILING MOUNTED LIGHT
�}
ENT LIGHTD
LIGHT
SCONCE PRE -WIRE
k5UL5
Q.FAN WITH LIGHT (I CFM PER SFT.)
AAA
LIGHT FIXTURE
BULB LICIT FIXTURE
An>sanA6
BULB LIGHT FIXTURE
" TRACK LIGHTING
ATTIC LIGHT WITH PULL CHAIN
JNPER CABINET LIGHT
®
I'x4' FLUORESCENT LIGHT (RECESSED)
®
'x4' FLUORESCENT LIGHT (SURFACE
OUNT)
x4' FLUORESCENT LIGHT (RECESSED)
e
x
Q
RECESS LIGHT
RECESS LIGHT (VAPOR PROOF)
ILING MOUNTED LIGHT WITH J-BOX
OPT. FAN
LECTRICAL PANEL (FIELD VERIFY
OCATION)
LECTRiCAL METER (FIELD VERIFY
OCATIM
1{j)
-BOX (WALL MOUNTED)
Q
-BOX (CEILING MOUNTED)
FILING MOUNTED FAN
B
VENT FAN (I CFM PER SQ. FT.)
iQPHONE
JACK
Q
SMOKE DETECTOR (CEILING MOUNTED)
®
/GA OX D DETECTOR
CEILING MOUNTED)
HIMES
®
II -Ill D OUTLETR GA
OOR OPENER
TV
V JACK
-�
S5 PORT
•N OCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS
TORE VERIFIED A 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 * ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN
PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY
OF 50 Cl INTERMITTENT PER TABLE MI50'1.4 OF
F5CR 6T4 EDITION (2011),
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT-INTERUPPTER PROTECTION FOR
PERSONNEL ON FEEDERS)
• WIRING METHOD SHALL 5E NON METALLIC CABLE
AS NEC 2014 ARTICLE 300WIl
• ALL RECEPTACLE TO 5E TAMPER -RESISTANT
TYPE
• ALL LAMPS SHALL 5E SELECTED BY BUILDER
AND Ito% OF LIGHTING MUST BE ENERGY EFFICIENT
TYPE PER Fj5 - ENERGY CONSERVATION
(RESIDENTIAL ENERGY EFFICIENCY) 201-16th
EDITION R404.1
CEILING I
LIGHT TO BE
INSTALLED,
PROVIDE
J-BOX FOR
OPT. FAN
FOR VENT
OR MICRO
COVERED
LANAI
i
l
/
Cam' `J
\
0
ROOM
I
/
III I
7 a t
Q '
KITCHEN
�, GFI li
PAN.
OPT.
I �F, GFI
r
r
FLEX
r/
J' �J
PRE -WIRED
CLG FAN
WP
GFI
ROOM
PRE -WIRED
CLG FAN
TWITCH IN / \
CABINET
-OUTLET /TO 2ND FL.
FOR DW SWITCH
r
i T
t ,
GFI 10
44' APP.
S®
I WP � � •`.\
G'FP.B. FOR
I � CHIMES
I '
PORCH
L— — — — — — — —
R
PRE -WIRED
CLG FAN
J J
BDRM. #2
S.D.
�-
IAI
7
/ `P$. FOR
GARAGE
DOOR
1
I
t
1
\
KEYLESS
FIXTURE
GFI
GARAGE
DOOR
PREWIRE
GARAGE
BATH #2
WH
GFI 0
W
44' APP.
BOLLARD
AS Ii
PER BLDG.
CODE
FIRST FLOOR ELECTRICAL PLAN
SCALE: 1/4' = 1'-0'
IRRIGATION
OUTLET
45' APP.
GFI I
OPT.
COACH
LIGHT
WP Panel MAIN -A
PANEL: 8/16wp crt. breaker VOLTAGE: 120/240V-1Ph MAIN: 150An M.C.B
FEEDER: 3-#1 CuTHWN & 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
Circuit
Watts
Description
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2 1
ISpac8
#12
2
20
Irrigation Pump
1000
3
Ispace
5
6
6240
A/C C.U.
40
2
#8
Space
7
e
PANEL -A
PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1Ph MAIN: 150 Amp M.L.O.
FEEDER:3-#1 Cu THWN&1-#6Cu(G)in 11/2"C. OR 3-#2/OAL THWN&1-#6 Cu(G)in 11/2"C.
Wire
Pole
Blur
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
# 12
1
20
Small Appliance
1500
1
2
8000
Range
50
2
#6
# 12
1
20
Microwave / Hood GFI
1800
3
4
#12
1
20
Small Appliance
1500
5
6
4500
Water Heater
25
2
#10
# 12
1
20
Refrigerator
1500
7
6
# 12
1
20
Dining Receptacles AFCI
1500
9
10
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
12
1500
Dishwasher GFI
20
1
#12
#14
1
15
Foyer / Flex / Hall AFCI
900
13
14
5000
Dryer GFI
30
2
#10
#14
1
15
Uxng Rm, Lanai, Kitchen, Din. Lts AFCI
900
15
16
Space
17
1600
Washer GFi
20
1
#12
#14
1
15
SO & C/O AFCI
900
19
1000
Garage Door Opener GFI
20
1
#12
Space
21
1200
Garage Us & Receptacles GFI
20
1
#12
#14
1
15
Bedroom #2 / Bathroom #2 AFCI
900
23
K26
900
Owner's Suite AFCI
15
1
#14
#14
1
15
Bedroom #3 AFCI
900
25
900
Owner's Bathroom AFCI
15
1
#14
#14
1
15
Bedroom#4/Opt. Bed#5/Opt. Loft AFCI
900
27
1200
2nd Poor Hal0STD2nd FL Ui Laun. AFCI
20
1
#12
#12
1
20
Exterior Lights and Recept GFI
1000
29
1000
Irrigation controls only
20
1
#12
Space
31
Space
Space
33
34
Space
Space
35
36
Space
Space
37
38
Space
#8
2
35
A/C A.H.U.
(Heater 5 KVA at 65%)
5525
39
40
Space
41
42
Space
Load subject to demand factor calculations / line
17600
27900
Load subject to demand factor calculations / line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
INC: 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 A/C NON -COINCIDENT LOAD
Total Connected Load Watts
35965
Total Amps (watts 1240 wits)
149.9
General Lighting & Receptacle
Load
Total A/C Square Feet
2605
General Lts & Rec 3 W / Sq. Ft.
7815
Hi -Hats 3at 65W/Light at 100%
195
Total
General
Lights &
Rec
(Watts)
8010
Ckts# atts/Ck Total watts
General Lts & Rec Panel A
11
728
8010
METER
FIELD
VERB
IE50 ,AMI= ELECTfR1l fR15ER
PROVIDE 302/0 CU, THWN + 106 CU IN 2' CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
NOT TO SCALE. COMBINATION SERVICE
DISCONNECT SWITCH AND
GENERAL NOTES: M ELECTRIC METER IN
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 31R ENCLOSURE
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR i
EDITION (2017). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. 150A/2P
B. ALL CONDUCTORS SHALL BE TYPE THIHN/THU1N UNLESS MCB
NOTED OTHERWISE.
TELEPHONE SERVICE r
ENTRANCE
EQUIPMENT
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN
1-1/2" PIA 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.
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
120/240 VOLT
1 PHASE
MLO
PANEL
CA5LE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
- 1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 6tH
EDITION (201-1).
5/8" DIA X & FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
t AA #: 0003325
F
U
may..
IQ
W
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sVHDiV. 8a LOT:
CREEKSIDE
LOT 44
PROJECT#
04321.000 044R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SVfMG:
RIGHT
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
60 MPH EXP. jC
rx�r r 05 23 18
DATE.
SCATZ: 1/4"=1'—1
SHEET
El
CaEND
SYM.
DESCRIPTION
STANDARD SWITCH
3-WAY 5WItGH
4-WAY SWITCH
IMMER SWITCH
i-0
SH BUTTON
ISCONNEGT
7
tHERMOStAt
�
SINCsLE REGEP''1'AGLE (125v/!ID-AMP
SINCSLE POLE)
�
IIIDY DUPLEX RECEPTACLE
�
IIIDY DUPLEX RECEPTACLE (EQLLIt"PED
WITH CsROUND FAULT
NTERLLPTER/TAMF'ER RESIStANT TYPE)
�
IIIDY DUPLEX o11tLEt (HALF OP OUTLEt
(RED TO SWITCH)
�
EXTERIOR WAtERPROOF/CFI
RECEPTACLE (CsROUND PAULt
INTERLLPTER)
IIIDY QLLADPLEX RECEPTACLE
®
IIID��)EX RECEPTACLE lI�OOR
�
TIDY 14,ECEPTACLE (4 WIRE
CONNECTOR)
FQ
WALL MOUNTED LICsHt
GEILINU MOUNTED LICsHt
F'ENDENt LIGHT
LOOD LICsHT
WALL SCONCE PRE -WIRE
VENT PAN WttH LICsHT (I CFI`i PER SQ. FtJ
�4
3 BULB LIGHT FIXTURE
BULB LICE -It PIxtLLRE
nnneen
6 BLLLB LIC�Ht FIXTURE
48' tRAGK LICsHTIN(s
ATTIC LICsHT WITH PULL CHAIN
�
UNDER CABINET LICsHT
®
I'x4' FLUORESCENT LICsHT (RECESSED)
®
I1x4' FLUORESCENT LIGHT (SURFACE
OUNT)
2'x4' FLUORESCENT LICsHt (RECESSED)
®
x
O
BEDROOM #4 UPSTAIRS BEDROOM #5
'� LIVING
I
30
PRGLWGI;p �PAN\ ` / f�RE-WIRED
\ i CLG: FAN
S.D.
O
3a Z —
LAUN. GFI
�2 ,.----�� s/co�
BATH#3�------------
-- --
LAI OPT. iOff, I 0
'� —
J
S/c
WALL MOUNTED
OCATION)_ _ _ LIGHT W/SWITCW IN
ATTIC '
�� s �o� OWNER'S SUITE
BEDROOM #3 OWNER'S ,
BATH \
F'RE-WIRED f'FE-WR(a''ED
CLG FAN CLCs FAN
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ELECtRIG�4L LAW 17>7
E
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PLAN -
TYPE PER P$.G. ENERGY CONSERVATION
1441 N. RONALD REAGAN Bl
LONGWOOD, FL 32750
PH: 407-7746478
FAX: 407-774-4078
www.abdesigngroup.com
l AA #: 0003325
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"2605-HAYDEN"
GARAGE a9'VYINCi:
RIGHT
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SECOND
FLOOR
ELECTRICAL
PLAN
60 MPH EXP.
PRINT
SEiMET
05/23/18
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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MODEL•
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"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
PLUMBING
PLAN
460 MPH EXP. C
D TE 05/23/18
SCALE: 1/4"=1'-0"
SHEET
Pi
COVERED
LANAI
0 0
DINING
ROOM
10X6I120 CFM
016 KITCHEN
Oo OI
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1imx6 `• ;
120 `.%
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SEER 15 SEER
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PORCH ELECTRIC 208/230/IPH
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"2605-HAYDEN"
GARAGE SVr MC;:
RIGHT
PAGE:
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GARAGE STIYING:
RIGHT
PAGE:
SECOND
FLOOR
HVAC
PLAN
L60 MPH EXP. C
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DATE: 05 23 18
SCALE: 1/4"=1'-0"
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2X4 TOP PLATE
PER F
PLAN
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NOTE: STUDS IN
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PARTITIONS SUPPORTING
:. ... ... . . ... .. ,. ..:., .. ... _:. . _:� .....,
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WALL HUNG FLUM51NG
CA" AND SEAL
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D1 SCALE: 1 1/2'= 1'- 0'
D1 SCALEi"''"°'
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D 1 SCALE: 3/4' = I'-0'
FIBEW31-ASS SHINGLES
2x SLOCKINGs BETWEEN TRUSSES
OVER W FELT PAPER OR
PER STRUCTURAL DETAILS
FIBERGLASS SHINGLES
SYNTHETIC PRODUCT,
OVER So FELT PAPER
INSTALLED PER F5CR
F15ERGLASS SHINGLES
FIBER:sLASS SHINGLES
OR SYNTHETIC
R905.1.1 ON i' OS.B
OVER 030 FELT PAPER OR.
OVER 030 FELT PAPER
PRODUCT, INSTALLED
SHEATHING: OR J' COX
SYNTH TIC
SYNTHETIC PRODUCT,
OR SYNTHETIC
PER FBCR R905.1.1 ON
PLYWOOD SECURED PER
PER FBCR
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PRODUCT, INSTALLED
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FASTENER SCHEDULE
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ON OS.B.
PER FBCR RS05.1.1 ON 1}
COX PLYWOOD
STIFF5ACK AT ALL UPRIGHTS
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OS.5. SHEATHINGS OR i'
5/8' GYPSUM BOARD
SECURED PER
PER STRUCTURAL DETAILS
PLYWOOD SECURED PER
COX PLYWOOD
OR 1/2' HIGH
FASTENER SCHEDULE
1 0"
PRE-ENGS WD. TRUSS
SCHEDULE
I m FASTENERDRIP
SECURED PER
STRENGSTH CLGS.
TYP.
TYP. EDGE
FASTENER SCHEDULE
50ARD
�
REFERENCE
O.H.
MTL. DRIP EDGE �
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2x FASCIA PER
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STRUCTURAL
2x FASCIA PER �'
PER ELEVATION
ELEVATIONS
I ENERGYRM SEE CODE FOS FOR
Aff
ELEVAtION5
CONT. 2x RAT RUN SEC:
PRE -ENDS TRUSS
INSULATION R-VALUES
PRE-ENCS TRUSS\JO
VENTED SOFFIT
PER
STRUCTURAL DETAILS
VENTED SOFFIT
MTL. DRIP EDGE
REFERENCE STRUCTURAL
MTL. DRIP EDGEPRE-ENCs.
CSASLE TRUSS
SEE ENERGY CODE
SULATION R-VALU
PRE-ENCs. GSABLE TRUSS
1, O„
PER ELEVATION
WEEP SCREED
jkPER IELEVAX
WEEP SCREED
2x4 OR 2x6 FASCIA PER TYp
2x4 OR 2x6 FASCIA PER
ELEVATIONS O,N,
ELEVATIONS
2x P.T. SECURED PER
5/8' PSUM
P.T. SECURED
VENTED SOFFIT
R-4.1 INSULATION
VENTED SOFFIT
STRUCTURAL DETAILS
HICsH S NCSTH ARD
STRUCTURAL DET2x
AILS
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
-4.1 IN ATION
1/2' THICK, 2 COAT
REFERENCE
WI A CEMENT AS PER
PORTLAND CEMENT
STRUCTURAL
A ACT S SPECIFICATIONS
PLASTER APPLIED
DIRECTLY TO MASONRY
FEE
RENG
Ix2 P.T. FURRINGTRUCTURAL
STRIPS 4P 16' OC.
1/2' THICK, 2 COAT PORTLAND
Ix2 P.T. FURRING
CEMENT PLASTER APPLIED
STRIPS I® 24' Off.
1/2' THICK, 2 COAT PORTLAND
DIRECTLY TO MASONRY
1/2' THICK, 2 COAT
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CEMENT PLASTER APPLIED
BD.
PORTLAND CEMENT
WOOD BASE
,
8 CMU
DIRECTLY TO MASONRY
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PLASTER APPLIED
DIRECTLY TO MASONRY
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15 REQUIRED. FOR ROOF SLOPES
D1 SCALE: 3/4'-1'-0'
OF 4:12 OR GREATER, (1) LAYER
UNDERLAYMENT IS PERMITTED BUT
MUST BE PER ASTM D226 TYPE 11,
ASTM D 4869 TYPE IV, OR ASTM D
6rt5�
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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PROJECT#
04321.000 044R1
MODEL•
4EHB
"2605—HAYDEN"
GARAGE SIYINC}:
RIGHT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
D TEE: 05/23/18
SCALE: 1/40"=1'-0"
SHEET
FIBERGLASS SHINGLES
OVER W FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER F5CR RW5.1.1 ON
OS.5. SHEATHING OR
COX PLYWOOD
SECURED PER
FASTENER SCHEDULE
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24' O.C. MAX.
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2x4 OR 2x6
FASCIA PER
ELEVATIONS
VENTED -
SOFFIT
REFERENCE -
STRUCTURAL
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
IX2 FIRE -STOP
SEE STRUCTURAL
IX2 FIRE -STOP
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
IX2 FIRE -STOP
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R
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R
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SECURED PER
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—
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2x4 OR 2x6
FASCIA PER
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SOFFIT
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STRUCTURAL
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PLASTER APPLIED
DIRECTLY TO
MASONRY
IX2 FIRE -STOP
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5/8' GYPSUM BOARD
OR 1/2' HIGH STRENGTH GLG.
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R
LEVATION
1X2 FIRE -STOP
R-4.1 INSUL.
WINDOW ATTACHMENT AS PER
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1441 N. RONALD REAGAN 13L
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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"2605—HAYDEN01
GARAGE SVrMG:
RIGHT
PAGE:
DETAILS
L60 MPH EXP.JC
ARCHRECT-
STATE OF FLOON
rsua.� i 05 23 18
DATE:
SCALE: 1/4"=1'-0" 1
MIN. TO BLK W/ (2))i'X8' A -BOLTS 4' EMBEDMENT MIN.
4SHER AND NUT SPACED EVENLY FROM FLOOR TO
OR WPM IN JOINTS PRIOR TO FILLIWA,C -
0
0
o
❑ SECURE 2x4 ONy o
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR SUCK W/ (5)
19 UV 2'X2'X)L WAAWER AND NUT t MIN o
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT 5LOCK • CENTER OF
DOOR HEADER W/(I)VX0' J-BOLTS
0 4' EMBEDMENT W/ 2'X2'X%" WASHER
AND NUT.
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MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
BUCK ATTACHMENT
3 ecALs, im•r-r
CMU
OR I'X2' P.T. NAILER
Ix4 P.T. OR %'X4' MIN.
❑ SECURE THRU FRAME 4
EXTEND I-Y4' INTO BLOCK
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W/ W&' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-Y4'
WITHIN 8' OF EACH END 4
18' O.G. 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 BLOCK +3/4 OR +5/4
TWINDOW TO BLACK +3 4 OR +5 4
A SCALE. N.T.S.
2X4:
SECURE t0 BLOCK W/'
TAPCONS OR
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8- OF EACH END 4
18' O.C. MAX SPACING,
2X6:®
SECURE TO BLOCK W/2-%'
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 149 -
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING.
2X8: cow
SECURE TO BLOCK W/2-34-
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4)
WITHIN 8' OF EACH END
IS' O.C. MAX SPACING.
2X4
SECURE TO BLOCK W/
TAPCONS (MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y41)
WITHIN 8' OF EACH END <
NOTE: STRUCTURAL 2X
IS' O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6=
SECURED THROUGH
SECURE TO BLOCK W/2--Wi'
NON-STRUCTURAL
TAPCONS
TAPCON MIN. I-Y4'
(MIN. SHANK SIZE J45
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
8' CMU
MIN. EMBEDMENT 1 Y4')
' DRYWALL
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
1'X4' OR I'X2' P.T. NAILER
® 2XS:
❑
SECURE TO BLOCK W/2-%l
S.B. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMOR WINDOW
B
MIN. EMBEDMENT 1,1441)
ATTACH TO 2X PER
WITHIN 8' OF EACH END
MANUFACTURES DETAILS.
16' O.G. MAX SPACING.
NOTE. SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED )14')
DOOR JAMB
TO BLOCK +1-15 18"
WINDOW TO BLACK +1-15/ 8"
C
SCALE: N.T.S.
2X4:®
SECURE TO BLOCK W/ V
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
WITHIN 8' OF EACH END 4
NOTE. STRUCTURAL 2X
18' O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6cm
SECURED THROUGH
SECURE TO BLOCK W/2-W6'
NON-STRUCTURAL �(6
TAPCONS
TAPCON MIN. I Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
S' CMU
WITHIN 8' OF EACH END 4
8, CMU
X'
1�' DRYWALL
IS' O.G. MAX SPACING.
DRYWALL
I'X4' OR I-X2- P.T. NAILER
❑
2X8�1
I'X4' OR 1'X2' P.T.NAILER
a OOR CASING
OOR CASING
SECURE TO BLOCK W/2-%l
TAPCONS
rATTACP
W—
(MIN. SHANK SIZE .145
OOR JAMB OR WINDOW
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
TO 2X PER
MIN. EMBEDMENT I Y49
1 ATTACH t0 2X PER
MANUFACTURES DETAILS.
WITHIN 8' OF EACH END E
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLACK +1-1 2"
WINDOW TO BLACK +1-1 2"
SCALE: N.T.S.
IS' O.C. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4)
DOOR JAMB TO BLACK +2 1/4"
WINDOW TO BLACK +2 1 4"
D SCALE:
2X4=
SECURE TO BLOCK W/ V
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X
WITHIN 8 OF EACH END MUST BE ON OUTSIDE 4
IS O.C. MAX SPACING. 2X6 SECURED THROUGH SECURE TO BLOCK W/2-3(6.NON-STRUCTURAL VTAPCON MIN. 1 Y4'
(MIN. SHANK SIZE .145
TCONS EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300 8' CMU
MIN. EMBEDMENT I Ya') XJ' DRYWALL
WITHIN 8' OF EACH END 4 ❑ I'X4' OR I'X2' P.T. NAILER
IS' O.G. MAX SPACING.
2X8cm
SECURE TO BLOCK W/2-%l
TAPCONS (DOOR CASING
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MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4') DOOR JAMIS OR WINDOW
WITHIN 8' OF EACH END < ATTACH TO 2X PER
IS' O.G. MAX SPACING. MANUFACTURES DETAILS.
Note. 64" AS NEeMo to M-" J00 !oo Not emop?49
DOOR JAMB TO BLACK +3"
WINDOW TO BLOCK +3"
E SCALE: N.TS.
2X4=
SECURE TO BLOCK W/ 3(6'
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MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4)
WITHIN S' OF EACH END 4
NOTE: STRUCTURAL 2X
18' O.G. MAX SPACING.
MUST SE ON OUTSIDE 4
2X6:®
SECURED THROUGH
SECURE TO BLOCK W/2-V
NON-STRUCTURAL V
TAPCONS(MIN. SHANK SIZE
TAPCON MIN. I44'
.145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Ya')
S CMU
WITHIN 8' OF EACH END 4
1i'
18' O.G. MAX SPACING.
DRYWALL
2X8:®
I'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-�(r,'
2ND 2X SECURE TO
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S' R4ICTU ,,L MEMBER
145
W/(2N2d WITHIN 8' OF EACH
MIN, HEAD SIZE 300
END t 6' t0 8' OC. MAX
MIN. EMBEDMENT 1,44)
OOR CASING
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NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLACK +3"
/� WINDOW TO BLACK +3'
SCALE: NTS.
2X4=
SECURE TO BLOCK W/Y4'
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MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4)
NOTE: STRUCTURAL 2X
WITHIN S' OF EACH END 4
MUST BE ON OUTSIDE 4
IS' O.C. MAX SPACING.
SECURED THROUGH
2X6:®
NON-STRUCTURAL W6
SECURE TO BLOCK W/1-1/4'
TAPCON MIN. 1-Y4'
TAPCONS(MIN. SHANK SIZE
EMBEDMENT INTO BLOCK
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49 S' CMU
WITHIN 8' OF EACH END 4 1 DRYWALL
IS' OZ. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER
2XS�
SECURE TO BLOCK W/1-1/4' 3' CSS, X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145 DOOR CASING
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW
WITHIN W OF EACH END 4 ATTACH TO 2X PER
18' OZ. MAX SPACING. MANUFACTURES DETAILS.
Nom S4" AS Noom to PI." JAt7li mo Not �DP Pw
DOOR JAMB TO BLACK +3-7/16"
WINDOW TO BLOCK +3-7/16"
G SCALE: N.TS.
2X4-m
SECURE TO BLOCK W/Y4'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
WITHIN 8 OF EACH END 4
NOTE: STRUCTURAL 2X
IS OZ. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6
SECURED THROUGH
SECURE TO BLOCK WA-I/4-
NON-STRUCTURAL 3(e
TAPCONS
TAPCON MIN. I-Y4-
(MIN. SHANK SIZE J45
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
8' CMU
WITHIN 8' OF EACH END 4
V DRYWALL
18' O.C. MAX SPACING.
❑
I'X4' OR I'X2' P.T. NAILER
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SECURE t0 BLOCK W/1-1/4'
- P.T. X 4- MIN.
TAPCONS
OOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD 00 SIZE 3
MIN. EMBEDMENT I Y49
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4
TTACW TO 2X PER
IS' O.C. MAX SPACING,
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Y4-)
DOOR JAMB TO BLACK +3 3/4"
%u1 WINDOW TO BLACK +3 3/4"
i'' SCALE: N.tS.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
F
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st7]3 LOT:
CREEKSIDE
LOT 44
PROJECT#
04321.000 044R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWMG:
RIGHT
PAGE:
DETAILS
60 MPH EXP. C
DARTS: 05/23/18
SCALD: 1/4"=11— 0"
m
Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name
Applicant
Product
Opening Design
Product Rated
Manufacturer
Model #
Product Approval
Glass Type
Method of Attachment
Pressure
Design Pressure
Number
1/4" concrete screw 6" edge distance @ head, 4" edge
Swing door
(+36 ) / ( -47 )
(+67) / (-67)
Therma-Tru
Smooth Star
FL20461.17
N/A
distance @ jamb, 4" each side of transom centerline to
bucking. Fastener spacing @ 15" o/c max. @ head and
jamb. Min. embedment of all anchors to be 1 1/4"
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4"
embedment. Type II: 3/16" or 1/4" ITW concrete tapcon
SH Window
(+38) / (-48)
(+50) / (-50)
Ply Gem
Ply Gem 1500
FL16103.1-R9
Non impact
anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4"
@ head. 1 1/4" embedment. Two additional tapcons
midspan and one at lower frame required vertically each
side. Install per manufacturers recommended
requirements.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment.
Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max.
SH Window (Integral
(+38) / (-48)
(+50) / (-55)
Ply Gem
Ply Gem 1500
FL16100.1-R6
Non Impact
from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4"
Mulled
embedment. Eight additional tapcons top and bottom
required horitontally, one midspan vertically each side.
Install per manufacturers recommended requirements.
1/4" concrete tapcon anchor. 2 1/2" minimum edge
Sliding Glass Door
(+33 ) / (-41)
(+50 ) / (-50)
Ply Gem
Builders Series
FL14634.2-R3
Non Impact
distance. 6" max o/c from corners and 20 3/4" max o/c
4780
elsewhere top, vertically and bottom. 2 1/2" min
embedment.
1/4" concrete tapcon anchor. 6" max o/c for corners.
Tapcon required 3" each side of center of opening top and
Opaque single door
(+36) / (-47)
(+47) / (-47)
Therma-Tru
Smooth Star
FL14985.1-R2
N/A
bottom. To and bottom centerline of each door slab et
p g
with transom
tapcon. Rest of vertical o/c spacing is 14 max. 1 1/4
embedment.
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
Double Garage Door
(+29) / (-35
+46 () (-42)
/
Clopay
16.2x7 73 W6
FL16546.6-R9
N/A
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,
with at least 3/8" dia. heads, long enough to penetrate
through plywood or 3/4" into boards. Use 4 nails per
Roof
IKO Cambridge
FL7006.1-R10
shingle placed 6-1/8" above the butt edge, approx. 1" and
13" from each end and 1/2" above each cutout. Drive nails
straight so that nail head is flush with, but not cutting into
shingle surface.
Miami -Dade approved corrosion resistant tin -caps and 12
Underlayment
Intenurap
RhinoRoof U20
FL15216.1-R3
gauge 1 %" annular ring -shank nails,
spaced 6" o.c. at all laps and three staggered rows
fastened 12" o.c. in the field of the roll
Soffit
+31.6, -38.8
(+157) / (-46.1)
PlyGem
Variform Soffits
FL24161.1
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels
Hurricane Storm
embedment @ 1 3/4" in concrete / masonry, 2 1/2" min.
Less than 6' span
(+47) / (-53)
panel MFG.
24 GAGE
FL16293 R2
edge distance, 12" o/c max. spacing. Can be headed screw
or all thread but with wing nuts.
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels 6'
Hurricane Storm
embedment @ 1 3/4" in concrete / masonry, 2 1/2" min.
span or more
(+45) / (-50)
panel MFG.
24 GAGE
FL16293 R2
edge distance, 12" o/c max. spacing. Can be headed screw
or all thread but with wing nuts.
Zip System
Install per manufacturers recommended requirements.
Sheathing
Huber
Wall Sheathing
17147-R2
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
l www.abdesigngroup.com
AA #: 0003325 i
F
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SU393DIV. de LOT:
CREEKSIDE
LOT 44
PROJECT#
04321.000 044R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
PRODUCT
APPROVALS
60 MPH EXP. C
DAINT
TE:: 05/23/18
SCALE: 1/4"=1'— 0"
SHEET
NOTE: NOTE:
IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE 6
6' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE
MANUFACTURERS ENDS) A 6' w HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER
INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP.
WITH FORTIBER SHEATHING TAPE FLASHING TO EMEND ONTO PIPE
/ P OR LESS PIPE
PR:FORMED CONTROL JOINT \ PLASTER 3 COAT CEMENT PENETRATION r-LAs SELF -A mPATe MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
� WRAP MATERIAL) OVER 4 x4
FLANGE OF CONTROL JOINTS T / \ SELF -ADHERING MEMBRANE
BE WIRED TIED TO LATH • 9' WRB LAYER 42, FORTIP15ER FLASHING OVER APPROVED
O.C. MAX (VERT-). NOTE: DO BUILDING PAPER HOUSE WRAP.
NOT FASTEN CONTROL JOINT TO / r MIN LAP •METAL LATH \ FLASHING TO EXTEND ONTO PIPE
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH
W LEG MAY BE USED TO TEMP. FASTENED *1' (VERTU O.C. MAX X X X I
SECURE CONTROL JOINT AT SUPPORTS X X X —
DURMG INSTALLATION WIRE, LAYER M CUT AND OVERLAP ONE SIDE OF
METAL LATH FLASHISELF-NG
DHERINCs MEMBRANE CUT AND OVERLAP ONE SIDE OF
FLASHING
FASTENERS MAXI BE p * SELF -ADHERING MEMBRANE
• 1. O.G. X VERTICALLY WOOD SHEATHING I MEP I STEP "2 FLASHING
' THICK 3 GOAT CEMENT
OR t/Ib' ZIP SHEATHING �' WRB LAYER h, I PLASTER STUCCO WRAP
SYSTEM TALLIED PER V , STUCCO WRAP METAL LATH
r MANIF Co.)
b' MIN PAPER LAP BELOW ONLY / I Ff
WRB LAYER •2, PORTIMBER
WRB LAYER •2, FORTIFIBER WQB LAYER P FORTIFIBER
BUILDING PAPER BUILDING PAPER METAL LAN PER
STUCCO WRAP FLASHING OVER RING MEMBRANE
To I INSTALL FASTENERS (CLIPS, FLASHI G-% OVER
MEMBRANE
LATH SHALL NOT GAP MIN. FHOUSE WRAP.
LASHING OVER APPROVED
b ro a b' To b' b�ASHEATHING STRAPS, STAPLES) SE ) AS FLASHING TO EXTEND ONTO PIPE
TBe C4NTNU"HROUGH CONTROL MIN. MIN. ,! 0 Olt"�GSALLIED PIER REQUIRED TO SECURE
JOINTS BUT SHALL // 11 PIPE/ WIRE TO FRAMING
�„ a4 ,I ay a : 4'x4' SELF-AD4{ERI MEMBRANE
BE STOPPED AND FLASHING OVER APPROVED
TIED At EACH SIDE. PROVIDE 2X4 BLOCKING r MIN LATH F �I �70 EXTEND ONTO PN�
PER ASTM CI063 PLACED FLAT MAX 6' TO S' LAAPLL'LOVER
1.Im.IrF /FROM CONAP
TROL JOINT FALLS WHEN OI'U 2 APER LAP
36' CONT. BEAD OF SEALANT
STRUCTURAL SCUD SCALE: I V2*nI'-m'
1. FASTENERS FOR LATH TO BE NAILS OR / INSTALL APPROVED HOUSEWRAP AIR
STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER
2. WIRE TIES TO BE (NO. IS) m1a415' WIRE / i
3. BLOCKING SHOWN MAY BE IN ADDITI \
ELASTOMERIC COATING OVER STUCCO/
TO WALL STUDS REQUIRED PER PLAN G.V. FINISH (SEE TYP WALL SECTION)
VERTICAL LATH
& PAPER DETAIL
WOOD STUDS
SECTION PER SECTION R703.7
I'WI Exterior lathing and plastering
NOTE: SHEATHI Exterior use of portland cement plaster
SILAPS OF METAL OR 1/16' ZIP SHEATHING SYSTIEM t: shall Comply with the application
PLASTER BASES SHALL (INSTALLED PER MANW. SPIECSJ a;; requirements of ASTM C 926-12A.
BE SECURED TO BUILDING NOTE:
6' MIN. Installation of exterior lathing and framing
INSTALLED, PLEASE SEE shall Comply with ASTM C 1063-12A.
1 „ FRAMING MEMBERS. PAPER 3 LAP IF ZIP SHEATHING SYSTEM IS s s
O M TYPE CONTROL JOINT THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 00415-IN. 021-MM) STUCCO AV LAP • LATH MANUFACTURERS
WIRE AT INTERVALS NOT ,3 a' LAP • PAPER INSTALLATION PROCEDURES
MORE THAN 9' (229-MM).
L FOLD Iw01110 • Pr. A O L POLO INWARD • Pr. A APER ABTA GIm63
. •..3 PIPE PENETRATION DETAIL C F R>�t I' E
�•.•/ Z CREASE • PT. NOTE:
®FOLD ® 4 KIC KO UT FOR REPAIR OF TEARS HORIZONTAL LATH N.T.S.
IN WR5 LAYERS, DETAIL MAY BE IDATCHED TEARS & PAPER DETAIL
W440UW WRAP TAPE
PER MANUF. SPEC. OR
�D PEEL 4 STICK
• 48
® '1/16' ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF. SPECS.) OR
O1. FOLD WOOD SHEATHING OR CMU
INwa� • CREASE®2. "PT" PT 5 A WRB LAYERI,
2. CREASE • PT. 5
3 • PT STUCCO WRAP (FRAME ONLY)
3. CRaA6E • PT. G 4. FCLD FT. G OVER PT.
5 TILL PT. C TOUCI-E6
BDTroMFLANGE THICK, 3 COAT CEMENT
® PLASTER (FRAME), 1/2' 2 COAT
P I, CEMENT PLASTER (GMU)at LEGEND
nO METAL LATH (FRAME ONL*0
LAP wRa 4 TAPE OVER DRAINAGE PLANE NA5
®� FLANGE ROOF/WALL SCREED LAYER #1, J-CUCCiO WRAP)
"TETrAw
NOTE: WA- FOLD. M
e� D.
22
IF ZIP SHEATHING SYSTEM IS , THICK 3 GOAT CEMENT �� 5"X5" 'L' TYPE CONTINUOUS
INSTALLED, PLEASE SEE WR5 LAYER *2 (FORTIF18ER - - - - - -
PLASTER�PRa'tE, ra' � coAr � -� GALV. METAL FLASHING
MANUFACTURERS CSMIENT M-ASTM (CM) Z
INSTALLATION PROCEDURES uAcaB LAYER 4, FORTIFIHIER ;� (NAIL TO ROOF DECK, NOT 5U I L D I NG PAPER)
BUILDING PAPER IFRAME ONLY) WALL SHEATHING)
ulna LAYER a, N — CAP SHINGLE - DO NOT NAIL, i`lE TAL LATH
.jf�Mti y STUCCO WRAPawAm ONLY) x X X X
Lai �, BUILDINGmeAp INSTALL WITH ROOF CEMENT
! OVER NAILING FLANGK STOP
VMP I Uf' ABOVE
6H'IE ONLY) A. STUCCO
FRAME OR p"6!
eIae ROOF CEMENT
SxSWALL FLAW" � � � ROOF PER ELEVATIONS WOOD SHEATHING
r % OR'1/16' ZIP SHEATHING 5Y5TEM
DMKIC`"LouT (SEE ,� � � g SELF-ADHESIVE FLASHING
\ NOTE: — — — —
A IF ZIP SHEATHING SYSTEM IS NOTE:
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES 1"IET/4L LATH: LATH TO k3E PAR SECTION
FELT
/ YMEN' — + NSEA. (aEND OR
soumn Do R�O3.-1.1 / �4ST1"I C-84i-Q9, 1" INN. 2.5 LBS.
SHINGLE ROOFING t1�O FLASHING AT 00"I� OF ROOF a
DRIP EDGia:OVERLAPS', PER SQ. YARD (UTILITY OR NOl" IIN,AL EXT&O
'� r C� I}
ISELOW
SHEATHING, MECHANICALLY FASCIA WRAP
FASTEN4'0.6MAX "L" FLASHING LATH D O S NOT 1"I T �./ P I� C I F 1 C 74 T I ON S
I (: 5 N.T.S.
1441 N. RONALD REAGAN Sl
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�11'1'1
��11'111�
SUBDIV. ee LOT:
CREEKSIDE
LOT 44
PROJECT#
04321.000 044R1
MODEL:
4EHB
"2605-HAYDEN"
C;ARAGE ST#MC;:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
05/23/18
' SCALE: 1/4"=1'-0"'
SHEET
WAl
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
NSTALLATION PROCEDURES
BACKER ROD
WRB LAYER M,
STUCCO WRAP
LJ
RYER VENT
8'
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
VENT CAP IS TO BE $ IN BED
OF SEALANT At TOP D
SIDES ONLY. SEAL T IS TO BE
TOOLED SO AS DEFLECT
WATE AY F JOINTS.
E- AL7 AROUND
t-SEALANT ALL
D INTERSECTIONS
A SEALANT AT PERIMETER OF
OVABLE FRAME AND STUCCO
ALL SIDES, 4' CAULKING a JOINT
LL AROUND
PER SECTION R703.7
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
all comply with ASTM C 1063-12A.
HOODED NCOA
a' THICK, 3
PLASTER
METAL LATH
WRB LAYER 02, FOR
BUILDING PAPER
WOOD SHEATHING
( FRAME
VIECSJ OR
WRB LAYER M,
STUCCO WRAP
WRB LAYER 02, PC
BUILDINGS PAPER
6' WIDE STRIP SELF
ADHESIVE FLASHING:, CLEAN
MASONRY BEFORE APPLYING
STONE
OVER
WI/STONE VENEER
(FRAME TO BLOCK)
LEGEND
DRAINAGE PLANE (WRB
LAVER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER
BUILDING PAPER)
METAL LATH
STUCCO
COAT
X—X—X—X
WOOD SHEATHING
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS.
PER 5a. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
V SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT m
TOP E SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH /
WALL
1
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
VENT PENETRATION
ri SCALE- N.T.S.
ELEC. METEF
VERIFY LO
STUCCO SCRATCH COAT
E 1 COAT OF PAINT W/5ACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
METER FIELD
=Y LOCATION
-1/16" ZIP SHEATHING
(INSTALLED PER Me
WRB
:R 02, FORTIFIBER
PAPER
THICK, 3 COAT CEMENT
TO Ye' MID -WALL
6' SELF N
FLASHING
WOOD FR
WALL
I VE
NOTE:
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS
INSTALLATION PROCEDURES
Y STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLY5LEND FOAM
`"' "� 1' 11 �)R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
:;0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR DOX INSTALLATION
WRB LAYER *I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
GUT SUCH TWA'
NO MEMBRANE
ENTERS Box,
APPLY TO FA(
EDGE
APPLY E-Z BEAT
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
-1/16' ZIP SHEATHING SYSTEM
LINSTALLED PER MANUF. S.) OR
WOOD SHEATHING
/ WRB LAYER 49
STUCCO WRAP
Voil
'�A��
FORTIP15ER
WIDE STRIP SELF
�HESIVE FLASHING, CLEAN
6014RY BEFORE APPLYING
e
(FRAME TO BLOCK)
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER "I,
STUCCO WRAP
CUT 'X' INTO
SELF-ADHI=RIMS
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRBLAYER
01
STEP #1
APPLY 60 MIN -
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
STEP #3
•v•v•v•v
D
•o
.o.o.o
0
o•
D•
OooO•..
oO.•
o•D•.
O
`.
Do
o
eo
0
8"
STEP #2
WRB LAYER 01,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
STEP #4
ELASTOMERIC
COATING OVER
STUCCO/ G.Y. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
StEP "5 STEP #(o
OELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 go
F
N
y
U
W
4
F
4
SUHDIV. 8o LOT:
CREEKSIDE
LOT 44
PitoJ'ECT#
04321.00OZ 044R1
MODEL4
4EHB
"2605-HAYDEN"
GARAGE S'WrNG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT-
STATE OF RLORDA
A
NT
D TE: 05/23/18
SCALE: 1/4"=1'-0"
SHEET
EXT. D FRAMED
WOOD SHEATHING
WALL
WRB LAYER M,
STUCCO WRAP
SU5-FL ECKING
WOOF
WRB LAYER •2, FORTIF ER
CONSTRUCTION
BUILDING PAPER
PR8-ENG'p 55
�/�` HAT CHANNEL
THICK 3 COAT MENT
WEATHER R"ISTI
W/%' TYPE 'X' DRYWAL
PLASTER
BARRIER
6' SAP. w TOP QF WEEP SCREED
WEATHER RESISTIVE
^^ TO ING HIND WEEP SCREED
BARRIER 02
4,
THICK 3 GOAT CEMEN
V ARIES
WOOD SHEATHING
PLASTER
._. �`
\�`
METAL LATH
WRB LAYER W,
STUCCO WRAP
WOOD SHEATHING
,
THICK, 3 COAT CEMENT r
l
PLASTER
. 6' SELF-ADHEREING
AM66-WFWC-IW CUSTOM GAS
i I T FLASHING WRAPPED
r • f
` NO TOP OF WEEP SCREED
•�:
I I \
TO SHEATHING BELOW
F WRB LAYER M,
STUCCO WRAP
4' POSITIVE DRAIN
WEEP SCREED
O
WRB LAYER 02, FORTIFIBER
N
AP FIELD
BUILDING PAPER
(SHOWN FORA9EMPIOATION
OF
----- -----------
r
SEPARATE ACC
IES ONLY)
�` • '':
r
6' SELF-ADHEREING
r
r FLASHING WRAPPED
WRB LAYER
r s CORNER OF CANTILEVER
STUCCO WRAP ` �
� DRAIN
II 4' IT
AMIGO AM66-WFW80 C-i`�
1 Z
CUSTOM CASING BEAD
�
(SIAC
CLARIFICATION OF NOTE:
SECESSORIES ONLY) IF ZIP SHEATHIN SYSTEM IS
SING BEAD INSTALLED, PLEA SEE
L. ® CANT. MANUFACTURERS
10ACALE: I I/2'=I'-0' INSTALLATION PRoc URES
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / A5TM C-841-0S, MIN. 2.5 L55.
PER 5Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET 5RECIFICATIONS)
fF SHEAT411NG 154TEI'1 IS I WOOD CONSTRUCTION
INSTA
MANUF
INSTALLA
RESILIENT
CHANNEL
5/8' TYPE 'X' DRYWAC6
W/TEXTURED a PAINTED
FINISH
a' THICK, 3 CO
PLASTER
DRIP EDGE
11 D INSTALLATION
IF SHEATHING S S M IS
INST ED, PLEASE S E
MANUFA RERS
INSTALLAt PROCE URES
5/8' TYPE 'X' DRYWALL
W/TEXTURED a PAINTED
FINISH
—
i' THICE
PLASTER
BARRIER "1
;KTHICK, 3 COAT CEMENT
PLASTER
METAL gLATH
oR-�n� zl�+He T44T��IHir Iro at�rt
(2 2�F�EAMW o )
JI C/1CIt1♦,L T4 AW
(SHOWN FOR
SEPARATE L
IN OF
ONLY)
WOOD CONSTRUCITON
BARRIER "1
*"'THICK, 3 COAT CEMENT
PLASTER
METAL LATH
W912. gµpk
6YSTEM
J VI ASING BEAD --"' G / NO GAP IN FIELD \
(6/ )SHOWN FOR CLARIFI
SEPARATE ACCESSORIi
ION OF
S-ONLY)
EXTERIOR GRADE
PRY WALL
J' THICK, 3 COAT CEME
PLASTER
VINYL���R��
0 CANTILEVER DR
EDGE
LEGEND
DRAINAGE PLANE (WRB
LATER *11, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBEIR-
BUILDING PAPER)
METAL LATH x x x x
5TUGGO
WOOD 5NEATHINC i%
OR "1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
5ELF-ADHE51VE FLA5141NG
1s:
FINISH LAYER l2 LAYER 3' X 3' 26 GA.
METAL DRIP E
£L a STICK) SET IN FULL OF
6' EL a SEALANT, Xi'
STI •DRIP SPACE F DRIP
ED O FACE TOT X
' Ya' Gofm FOR BACKER
I NXI -y4" P.T. SIMULATED,"'-Z
a SEALANT
WOOD (TREX) LER
CONTINUOUS CASIN,QQ BEAD
WATER PROOFING I 1 WEATHER RESISTIVE
LAYER (2 LAYER L a BARRIER M
STICK) WRAPPED F WEATHER RESISTIVE
BALCONY DECK TO BARRIER 02
CANTILEVER A J
6" PEEL a STICK is DECK MEMBRANE,
DRIP EDGE t0 DECK EXTEND OVER DRIP
SUB FLOOR EDGE
®® 3' X 3' 26 GA. GALV.
METAL DRIP EDGE
= =
--- ----- - - ---- --------- -------- SET IN FULL BED OF
I VXI -/a' P.T. OR I AT SEALANT, �' MIN.
WOOD ItREX) FI E SPACE FROM DRIP
CONTINUOUS FACE TO TREX
Y4 GAP FO VNYL CASING A
ROD a SEAL W TER PROOFING let
FINISH LAYER AYER TLA R (2 LAYER PEEL a
PEEL a STICK) STIC WRAPPED FROM
3/4 RESILIEN 13ALC Y DECK TO
HAT CHANN CANTIL R
v NY GASBEAD
" THICK GOAL CEMENT
PLASTER
METAL LAT
DRYWALL WOOD SHEAt G
WEATHER RESIS VE
W)TEXTURE a PAINTED BARRIER el
FINISH WEATHER RESISTI
J' THI 3 COAT CEMENT 15ARRIER 02
PLAS R 4' POSITIVE DRAIN
NY CORNER BEAD WEEP SCREED
VidYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION Or -
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11A EDGE INSTALLATION
— 2x FRAMING MEMBER
J' THICK, 3 COAT CEMENT
PLASTER
2 1/2 ° CORNER BEAD
FASTENED TO SHEAT4 G
*1" O.C. MAX. /
X—X—x--x
N 7
" WRAP
I:
OD SHEATHING
METAL LATH
a ."I WRB YER 02, FORTIFIBER
BUILDI PAPER
ORNER BEAD C AME
2 1/211
CORNER BEAD
(FASTENER 4 SPACING tv rt" O.
N
N
1 dR�CORNER BEAD
i 1 LJ I
CMU
V THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONR'r
@) BLOCK
Y4' GAP FOR BACKER
ROD a SEALANT
VINYL CASING BEAD
WATER PROOFING let
LAYER (2 LAYER PEEL
4 STICK) • .rwrra. ^
FEEL a
WOOD SHEATHING
WRB YER of, —
STUCC WRAP
WRB LAYER FORTIF1 5ER
BUILDING PA R\
METAL LATH
J' THICK, 3 COAT CEM T
PLAS PEER
(2'SELF—ADHERING
FLASHING
DRIP CAP
OLUMN SHEATHING
EATHER RESISTIVE
BARRIER M
EATHER RESISTIVE
sARRII:R 02
' SAP.
PEEL a STICK
-I Ya"x3' 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
I V X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, X6' M
SPACE F RI
FACE TO T511a�t
7 (T X) FILLER
S
FR SEALANT
PtER ROD. -
I IFIEp 90
/4 RESILIENT
AT CHANNEL
iPq
WEATHER RESISTIVE
BARRIER 01
WEATHER RESISTIVE
BARRIER °2
EXTERIOR COLUMN
COLUMN SHEATHING
6' SAP.
-I ,16"xV "L" FLASHING
'FULLY EMBEDDED IN
ROOF CEMENt
I it' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, JJ' MIN.
SPACE FROM DRIP
'FACE TO TREX
WATER PROOFING lot
LAYER (2 LAYER PEEL a
STICK) WRAPPED FROM
BACONY DECK TO
\AXN-TilLEVERK, 3 COAT CEMENT
ER
/8' TYPE 'X' DRYWALL METAL ATH
W/TEXTURED a PAINTED FINISH —
WOODS ATHING
' THICK, 3 COAT CEMENT WPOSITII PRAIN
PLASTER
A IN FIELD
VINYL CORNER BEAD (SHOWN FOR CLARIFI TION OF
VINYL CASING BEAD SEPARATE ACCESSOR S ONLY
BALCONY DRIP
11C EDGE INSTALLATION C9) COLUMN
( W/" L" FLASHING
SCALE: NTS
NJ
)
IF ZIP SHEATHING SYSTEM
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCE R
WOOD SHEATHIN
WRB LAYER ,
STUCCO W AP
WRB L ER #2, FORTIRBER
BUILD Cs PAPER
ME AL LATH
THICK, 3 COAT CEMENT
PLASTER
WINDOW FLANGE '
WR` L YE
Stott � yJF.'lQ�P ;
, FORTIFIBEIR "
BUIL APER
1
1
META LATH
1 '
HICK 3 GOAT CEMENT ;
ASTER � � i
6'5ELF-ADHERING •
FLASHING
QRIP CAP
WINDOW FLANGE
1 CASING BEAD C) WINDOW
( FRAME. NO BAND)
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
04
w
A
W
0
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W
A
SUBDIV. & LOT:
CREEKSIDE
LOT 44
PROJECT#
04321.000 044R1
MODEL'
4EHB
"2605-HAYDEN"
GA %AGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHRECTI
STATE Cr— FLORIDA
9
DA 05/23/18
SCALE: 1/4"=1'-0"
SHEET
WA3
UJRB LA *I,
STUCCO
WRB LAYER "2, TIFIBER
BUILDING: PAPER ------
METAL LATH \\ I
THICK, 3 COAT CEMENT
PLASTER
ro'SELF-ADHERING
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP
WINDOW FLANGE
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD 5HEATH
WR5 LAYER ,
STUCCO W P
WR5 L ER #2, 1=ORTI�IBER
BUIL G PAPER
I/ AL LATH
" THICK, 3 COAT CEMENT
PLASTER
*I,
a!MLAY
V I Y ANG
IN A-Q
LAYER "2, FORTIF ER
;
BUILDINGS PAPER
LATH
METAL
i' THICK, 3 COAT CEMENT
PLASTER
;
&'SELF -ADHERING
:1
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD � WINDOW
15C iFRAME, W/BAND)
SHEATHING
METAL L H
WRB LAYER #1,
STUCCO WRAP
WR5 LAYER #2, FORTIFI
BUILDING PAPER
8" THICK, 3 COAT CEMENT
PLASTER
VINYL ANGLED
CASING BEAD 4.I
VINYL CASING BEAD
NOTE:
IF ZIP SHEATHINGS SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
L5
IX TRII"
o STUG
SIDING
SIDING
ON
WR5 LAYER "I,
STUCCO WRAP ^
Ya' GAP TYP
CASING BEAD
TO TRIM
F
/uhNi1111,M.i�X.®
THICK, 3 COAT C NT
PLASTER
METAL LATH
L ER 02, FORTIFIBER
I ING PAPER
OD S!-IEATHING
WRB LAYER MI,
STUCCO WRAP
`— 6' SEL DHEREING
FLASHING PEEL E STICK
SIDING TO STU666
WWOOOODDC STRIIGTION
WOOD SHEATHING —
WEATHER RESISTIVE
BARRIER h
TArHER RESISTIVE -
!BAIER n
1 . A.
STARTER
GALV'D METAL
'T' FLASHING
II,1V XD6l 811MU�L.
modo
mmm
��.
CASING BEAD
(CROSS SECTION)
\
6' SELF -ADHERING
FLASHING
WEATHER RESISTIVE
BARRIER Of
WEATHER RESISTIVE
BARRIER r1
y �4 FLASHING HERING
GALV'D METAL
W FLASHING
DO NOT CAULK OR
SEAL �NINd
6' SIMULATED
TRIM MEMBER
GAP W)C4ULKING
'PROVED SEALANT
SEALANT
WINDOW
2X FRAMING
MEMBER
' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
a
a 4
- WRB LAY *2, FORTIFIBER
BUILDIN PAPER
E-Z BEAD VINYL CASING
BEAD VINYL CASING
(W/%" FLEXIBLE PVC 546KER ROD)
WRB LAYER "I, UCCO WRAP,
WRAPPED AR ND FRAMING
M MEBER
&" L A HESIVE FLASHING
EATHING
T FLOW EXPLODE
R CLARITY
TYP THICK, 3 COAT CEMENT
G BEAD PLASTER
SEALANT WINDOW METAL LATH
WRB LAYER *2, FORTIFIBER
UILDING PAPER
M WINDOW FRAME
D SHEATHING
l� I
I
/INDOW FLANGE
NOTE:
METAL LATH: LATH TO BE PER SECTION I2X FRAMING
R-1031.1 / ASTM C-84-1-09, MIN. 2.5 LBS.MEMBER
�ATHING PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
BUILDING
WRAP
lUR5 LANrER #1, BEY ._..__.._..
WOOD THING
STUCCO URAF WEATHER STIVE---.,
BARRIER M
WEATHER RESISTI
BARRIER "2
WR5 LA'rER#2, FORTIF-18ER XX7"Y'LAPSIDING
51JI L D I 1 G; FAFE R 6 ADHERING
1`OtE T A L LATH STARTER STRIP--'�\
NORI
8" THICK, 3 COAT CEMENT
`='LA&TEIR GAK-A METAL
FLASHING
I Y4' x 6' SIMULATED
UlvOD TRIM MEMBER
/ CASING BEAD @) RAISED
BAND (FRAME)
1 ` A SCALE: 1 1/2"=1'-0"
6'
1
-I-UEATNER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER n
/
GALV D METAL
W FLASHING
DO NOT CAULK OR
— SEAL OPENING
WEATHER RESISTIVE
BARRIER "I TO LAP
6' MIN. ABOVE TOP
'Z' FLASHING
I Y' X 6' SIMULATED
(W/%' FLEXIBLE PVC / M> TRIM MEMBER
BACKER ROD) \ / ' SELF -ADHERING
6' SELF -ADHERING I I I ING
FLASHINGSEAL \
UWCAULKING
CEMENAT
T 3ASTER \`� OR A P D SEALANT
WEVIN
ATHER RESISTIVE WEATHERV
ISTIVE
E-Z BEAD
BARRIER q BARRIER 7
UEATHER RESIST
BARRIER n (W/%- FLEXIBLE
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
® FRAME TO FRAME BIER n
TRANS ITIO N
WR5 LAYER *I,
STUCCO WRAP
6' WIDE PEEL 4 STIC
OVER FLANGE
E-Z BEAD VINYL CASING
(W/3/s' FLEXIBLE PVC BAC ROD)
*APPLY FULL BED OF SEALANT BETWEE
FLANGE 4 BUILDING WRAP
BEAD WINDOW CASING
LEGEND
DRAINAGE PLANE (WR5
LAYER 005TUCCO WRAP)
WRB LAYER 02 (FORTIRBER - - - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO
WOOD SHEATHING �Tl
OR'IA(va ZIP SHEATHING SYSTEM
(INSTALLED PER MANUR SPECS.J
SELF-ADHESIVE FLASHING
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
U
w
0
w
4
F
a
SUBDI4. de LOT:
CREEKSIDE
LOT 44
PROJECT#044R1 04321.000
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SVMKG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHITECT-
STATE OF FLORDA
q
'C
PRINT DATE: 05 23 18
SCALE: 1/4"=1'— 0"
SHEET
L II
CUT HOUSEM
AT 45' ANGLE
MODIPIED 11' O
IN HOUSEU) AP
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP 1
INSTALL 6'
SELF -ADHERING
FLASHING OVER
NAILING FLANGE AT
JAMBS
EXTEND FLASHING MIN
I' BELOW SILL
FLEXIBLE FLASHING
DO NOT SEAL SOTTOM
FIN
STEP 6
NOTE:
IF ZIP 5I-4EATH1NCx SYSTEM IS IN5T,4LLED,
PLEASE SEE MANUF,4CTUR€IRS INSTALLATION
PROCEDURES
APPLY
j0VER
JOINT
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
E
W
U
W
O
U
W
4
F
4
Fti
ti
00
SXMDIV. de LOT:
CREEKSIDE
LOT 44
PROJECTS
04321.000 044R1
MODEL•
4EHB
"2605-HAYDEN"
GARAGE SVMG:
RIGHT
PAGE:
WALL ASSEMBLY
DETAILS:
WINDOW
FLASHING
60 MPH EXP. C
ARCHrTECT-
STATE OF FLORDA
NDA.A
AR NO
D TE 05/23/18
SCALE: 1/4"=11— 0"
SHEET