HomeMy WebLinkAbout6191-6207 Daerr Ridge StINDEX
LOT 10 - PULSAR'NR'
FLO 1JO
14
SLAB PLAN '
FL 1 �ii
ri GCrR PLAN N'
FL III I
FLOOR PLAN OPPONS
FL 4.11
SECTIONS
FL5 it
ELEVATIONS N'
FL 6' 13.10
ROOF PILAN'N
FL 6. 11
UTILITY PLANS
LOT 11___
PULSAR BR'
F' .01.1
SIAS PLAN'B'
FIL 1.2
F LOOR PLAN 13'
FL 1.21
Fz LOOR PLAN OPTIONS
FL 4.2
SECTIONS
FL&2
ELEVATIONSIa'
Ft.. 513.1
ROOF PLAN*6
FL 6.2
UTILITY PLANS'ff
LOT 12 - PULSAR 'A'
F1 .0'
SLAB PLAN N
FL IA
FLOOR PLANA'
I'Ll 1A
F` 009 PLAN OPTIONS
FL I� I
SECTIONS
Ft. 5.1
ELEVATIONS A!
FL513
ROOF PLAN'A'
FL &I
UTILITY PLANSW
LOT 13 - PULSAR'KR'
FL 0 1,7
SLAB PLANK'
H. 1�8
FI 00-19 PLANK'
FL I SA
FLOOR PLANOFIT!ONS
FL 4-8
SECTIONS
FL 5 8
EFVAIIONS Y'
FL 5 13 7
ROOF PLAN K
FL 6.8
UTILITY PLANSW
LOT 14
- PULSAR'O'
FLO,Al
SLAB PLAN Cr
FL t.i2
Ft _004 PLAN''
FL 1, 12.1
Fz OCR PLAN OPTIONS
FL 4,12
S'CTIMS
I'L 5.12
ELEVATICINS"O
FL 5 1 * 311
RO`_)F PLAN 0'
FL 6,12
UTU" PLANS'O'
5-PLEX BUILDING .A --
A 0 ' IA
SLAB PER METER PLAN 9 PLEX
A 1.1
FIRST FLOOR PLAN9 PLEX
A 2.1
SECOND FLOOR PLAN PLEX
A51
ELEVAT:oNs 9 rL-x
ASI i
ELEVATIONS 9-PLEX
A 51
F.3 L EVATIONS 9-PLEX
A 5.1.4
ROOF PLAN 9 PLEX
DETAIL SHEETS
DI
DETM 5
D 2
DETAILS
0.3
I
L
'ETA::S
D-I
DETAIL'S
DE TM-S
GENERAL NOTES:
1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR
JUSTIFICATION AND.,'OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO
THE BUILDER.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHkVA MPS.
3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.
4. ALL FOOTINGS 10 BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL. CAPABLE OF HANDLING ]"HE BUILDING LOAD. CONSULT LOCAL
ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES,
5, CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.
6, IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE.
7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOF) GRADE AND QUALITY AND MEET ALL NATIONAL, STATE. AND LOCAL BUILDING CODES
WHERE APPLICABLE.
& ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A
WIDE VARIANCE IN LOCAL CODES. SOIL BEARING CONDITIONS, FROST LINE DEPTH. GEOLOGICAL AND WEATHER CONDITIONS. ETC.
9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY
AND SAFE STRUCTURE.
10, EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R, -7TH EDITION (2020) RESIDENTIAL AND
STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1;2 INCH 11 GAUGE NAILS HAVING A 7116 INCH
HEAD, OR 718 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME
APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET
GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1,,2 INCHES SHALL BE PROVIDED
AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE
THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926.
11, CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER
SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED,
12, IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N,E.C, 2017, F.B,C.R, -
7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS. CODES, AND ORDINANCES.
13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW
MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44'ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
14. ASPHALT SHINGLES (IF APPLICABLE):
WIND RESISTANCE OF ASPHALT SHINGLES ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2,6,1.
ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO
UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12). TWO LAYERS OF UNDERLAYMENT COMPLYING
WITH ASTM D 226. TYPE I OR TYPE 11, ASTM D 4869, TYPE 11 OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1, FOR ROOF SLOPES
FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE
IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1,
15- TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBCIR), SECTION R318 AND ALL
RELATED SUB SECTK)NS,
16, UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE
WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL
EASEMENT OVER, UPON AND UNDER THE LOTS ;INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS! FOR
THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENT S. INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, '
TELEPHONE LINES, COMMUNITY AND i OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES. EQUIPMENT AND MATERIALS AND OTHER SIMILAR
TELEVISION. RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCE' , NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS
OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNERS UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE
MANNER.
17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL. REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING
ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S 1NS1 ALLATION INSTRUCTIONS AND ALL SUPPORTING
DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED.
I& STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (7.114,1 THRU 7.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND
DELINEATE AREAS NOT MORE THAN 100 S.F, FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION
OR A LENGTH -TO -WIDTH RATIO OF 21,2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE
EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL. OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS. AT GUTTERS. AT ALL CHANGES IN ROOF SLOPE OR
DIRECTIONS, AND AROUND ROOF OPENINGS.
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WAI ER INTO THE WALL CAVITY
OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8.
20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
21, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT
THE TIME OF APPLICATION FOR PERMIT,
MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR. AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION.
OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED. SERVICED. REPAIRED, OR REPLACED. A LEVEL
WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MIA) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE,
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26
GAUGE (0,48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INC14ES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO
CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING , SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTIONS N11411,3.
TYSON
5-PLEX A
LOTS 10- 1 114-F
PLAN 1386 PULSAR SF
NAME AREA
FLOOR .588 5F
40 FLOOR .798 SF
GARAGL SF
PQRCri KSF
PATIO I COV, PORCH 80 SF
,NHEATED -33d SF
TOTAL BUILDING SF
. .. . ... .. .......
NAME AREA
.... . .......
F;RS7 FLOOR 3026 SF
SECOND _F L OOF, 4'1?2 SF
HEATED 7098 SF
GARAGE III II SF
PORCH 156 SF
.......... .....,." .. ..... ... ... . ......
PATIO! COV. PORCH 400 SF
UNHEATED 1567 SF
ISSUE DATE:
05.05,2022 FOR
REVIEW
REVISIONS:
These drawings are the
property of Sta"lig'.41:
Holies and at c not to be
utilized for construction, or
copied inD It or inwry
ole
w4hout permission trom
the. builder. ,: 2022
Starlight Homes
.. . ..... ....
LAST REVISION
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GENERAL FOUNDATION NOTES:
. .... . . .............. -
CD
THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY.
SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY MOM BUILDING TYPICAL.
�1
SLOPE GARAGE FLOOR lit' PER FOOT TO GARAGE DOOR OPENING.
10
0
VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER.
REFER, TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS.
FINISH GRADE SHALL PROVIDE Pov. rIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS
. . . . ......... .. ...... �
REPORT FOR ANY SPECIFIC REQUIREMENTS
REFER TO STRUCTURAL DRAWINGS FOR HOLODOWNS, FOOTING DETAILS. CURB THICKNESS, AND
...... ... . .
ISSUE DATE:
INFORMATION NOT SHOWN ON THIS PLAN,
05.05-2022 FOR
PLUMBING FIXTURES. VENT LOCATIONS, ETC, ARE APPROXIMATE CONTRACTOR TO VERIFY COUNT AND LOCATION.
REVIEW
VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER OR ELECTRIC.
VERIFY ALL DOOR THRESHOLD HEIGHTSTOHAnDSURFACES.
..
.... . ...
.. . ............ . . .
REVISIONS:
7 34'MAX AT INSWING DOORS.
TYP STOOP AT INSWINGSLIDER DOORS;36"DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM.
b PATIO SLAB �ILI
b
. . . .......... . ...... - - - - --- -
(PER 2-320 FLORIDA RESIDENTIAL BUILDING CODE; PROVIDE A SL;P�RESiSTANT FINISH.
.
. ..... . ....
FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH
................. .
$"DIA CONCRETE FILLED s rEEL PIPE EMBEDDED TWO CONCRETE FOOTING,
.............
............. . . . . . ....
WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED
. . ............
SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE
. . - . .
................. ........
REDWI-00 SET ALL EXTERIOR WALL SILLS IN MAS TIC,
- - - - -- ---------- . . . ... . ...... ........ . .......... ..... .. . . .. ... ......... . . . . ... ....... . . . .................. . - ................. . . .......... -1
MAIN SLAB
..... . ..... . ......
.......... - ... . ... ........ . . ....... .
EXTERIOR WALLS ARE OWENSIONE
OUTSIDE FACE. GRADE BEAMS AND APPLIANCES
. . . . .......
ARE DIMENSIONED TO CENTER LINE.
. ... . ..... . .... .........
..... . . ....
These drawings are the
REFER TO STRUCTURAL
[iZT ATED
N L.UR CATIONS
U LOAO BEAD
property of Start got
N
BEARINGWALLS !PRIOR TO POURi G!
Hw.es and aie not to be
OFCONCRETt.
utilized for con ruction, or
DRAWINGS FOR ALL
copied in part or inwhole
without permission from
the buWer. 2022
FOUNDATION DIMENSIONS
Starlight Homes
. . ........... . .. .... ....................... ...
LAST REVISION
FOUNDATION KEYNOTE LEGEND
F1 LAB ABOVE
L" ABOVE
.....
............. . ............................ . .......... . .... ........... - ...........
. .
9
10
L
. . ..........
. ..... ...
. . ...... ...........
Ww
C70
Cv
T
30ARAGE SLAB:
ce
qU.NFORCE PER LOCAL::
CODE AND ENGINEER'S"
P . ...........
x C� z
.................. - ......... ..
Cf)
M
4'
6 OU98 AT EXTERIOR
Cl)
GARAGE WALLSSEE
.
URAL
STSTRUTFj
�
I\,
t- FOUNDAT.0 NW*ENS
. . . AT SITE SPECIFIC
CONDITIONS
SLAB
8'4' Y 1 &T
.1,
'37, PORCH
11'-7' 1' 71
REINFORCE PER LOCAL
�CTDUE
AND ENGINEER'S
............ . ----- -- ........ . .
SPECIFICATIONS
71,2--
WALL LEGEND
FULLHEIGHT FULL HEIGHT
2X4 WOOD STUD PARTITION 2XIT, WOOD STUG PARTITION
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
BRIG( VENEER
SIUDWALL BELOW
HEIGHT AND STUD S:ZE AS NOTED
FLOOR
PLAN KEYNOTE LEGEND
. . . . ........... . . . . ...... . . . ........ ..
F !,HOuTsE TO GARAGE FIRE SEPARATION. GARAG&HOUSE SEPARATION AT VERTICAL SURF ACES SHALL St
!PROTECTED ONE (1) LAYER 1,2- GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL
:SU
RFACES SHALL BE PROTECTED WITH ONE {t)LAVER 58` TYPE *)V GYPSUM BOARD
2 HOUSE TO GARAGE DOOR SEPARATION. PriOVIDE 1 y3` SOUD CORE DOOR OH APPROVED 20 MINUTE
RATEO DOOR
'BENEATH STAIRS AND LANDINGS. 112- GYPSUM BOARD CWWAKLS AND CEILING OF ENCLOSED
1 ACCE SSIBLE AREAS
................ . .......... . ..... 11 .................. . ....
ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN
!30'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
. . ........ . . . . . .. . .......... .. . . .............. . . .. . . ....... . ............ . ... . .. .... .... . . ...
, __ 1TEMPEREDSAFIj IY GLASS (HALF WALL. HEIGHT AS NOTED
14jTU&SHqWER_CC,M8Q
16 ISLIDE.IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV VENT PER MANUFACTURER'$ WRITTEN
1INSTRUCTIONS
WALL OF ADJACENT
UNIT. SEE composrrE
DRAWINGS FOR
LOCATION'
OF ADJACENT
SEE COMPOSITE
IINGS FOR
1: ION
SECOND FLOOR PLAN ELEV'N'
- . .. ........ . . . ............ . .. . . . 11 . ...... ...
4' • 1 0 AT 22"X34- LAYOUT VT - I'O'AT I, X I7'LAYCIUT
. . . . .... ..... - _ ... . . . ......... ........
. ... ...... ...........
. .. .. ......
4 V2
VERIFY ZiC
LATION
IN FIELD
.4_
WALL OF AWACENT
UNIT. SEE FOR )DRAWINGS FOR
These drawings are the
lLOCATION
property of Starlm
9
Homes and are not to be
utilized for construction, or
copied in part or in whole
without permission from
the builder. ;� 2022
Starlight Homes
LAST REVISION
1 1!2" 3' c I,—
..... .......
- - ------- _ - -----
ow 2868
CIO
HANDICAP
ACCESS
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ENTRY:
SOFFIT, SEE
EXTENOR. FLEV
71 IZi1 3'�61 12 -5 11- ........... .
WALL LEGEND
FULL HEIGHT FULL HEIGHT
2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
BRICK VENEER
STUD WALL BELCAN
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
- -- __ - -- — - ----------
i HOUSE TO GARAGE RFiE SEPARAT.ON, GARAGE HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE
€PROTECTED WITH ONE II) LAYER 1/2" GYPSUM BOARD, GARAGE;HOUSE SEPARATION A7 HORIZONTAL
;SURFACES SHALL BE PROTECTED WITH ONE (1 L LAYER 5.'e" TYPE "X' GYPSUM BOARD
.._.___--_____.._—.-.._.__—_.____--_..._..—.........__--._....._._..._.._.
2 TAoi.rse TO GARAGE DOOR SEPARATION. PROVIDE 1 X6" SOLID CORE DOOR CIA APPROVED W MINUTE.
;RATED DOOR
3 BENEATH STAIRS AND LANDINGS. 112" GY?SUM BOARD ON WALLS AND CEILINGOF ENCLOSED
!ACCESSIBLE AREAS
_..___—.... 3 IATTiC ACCESS LARGEEX_G_....._ ..L. RGE_PIE—OOU...._..ENB.O..._.__. EST—N.....
130'X22 . FIRE RATED ACCESS AS NOTED ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
TRUSSES (251,,2'XS4` SIZE) _... ........ ..........._ .........._— ...... _....__.—_.......
9 TEMPERED SAFETY GLASS
11 ,HALF WALL. HEIGHT AS NOTED
1-4 TU8-SHOWERCOMW
f6 iSUDE�W ELEL',7RICAL HANCE W1tY..r.JD1�NDMCRO A$Y�YENT PER MANUtAf Ti,RER'S WHD"tEN
iINSTRUCTIONS
vz' 10, T
PATIO}
4'-71;2" 5-6'
P II A
OPT. ATRIUM DOOR ___------
14" = i' 4' AT 22-X3t' LAYOUT 116' _ 1' T AT 11' X 17^ LAYOUT
4.11Tj;-ge-IMI
Tnese drawings are the
property of Starlight
Hammes and are not to be
util¢ed for construction, or
copied in part or in whole
without permission from
the Wider. ' 202.2
SEarGght Homes
LAST REVISION
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SAVE
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Qk-2ND FLOOR FiN-,FLR
%?,klSTFLOORPLHT
UST FL..YVPW HT . .....
1ST_FLOOR F.N-.FI.R.
BUILDING SEC_ TION'N'
V4- = V-0' AT 22'X34'LAYOUT 1,S'. I'-G',kT I 1"X 17LAYOUT
Tnese drawings are the
property of Sta'ri'ght
Homes and are not to be
Utilized for constrxtion, or
copied in part or in whole
wboul permission from
the buildw. 2022
. ....... .. . ................. .....................
LAST REVISION
... .. . ... .....
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ELEVATION KEYNOTE LEGEND
. .. ..... . . .... . ....... . . . ....
- FU-zlL,BR-I(-.-,'K,A-S St L.E-CJED -fW-of.VEj----E- -F---GF-
E4 SOLDIER COURI-ST-1- . ... ...... .. I-- ---------- --1 . . . .....
F5 ROWLOCX COURSE
E7 FYPON OH EOU;VALENT LOUVEPI-D VENT, SIZE AS NOTED
E9 COARCUS ON RE SISTANT ROOF TO WALL FLASHING CODE COMPL iAN'T FLASHING MUST
B NSTALLED AT ALL ROORWALL INTERSECTION,
E-1 F80-4 CEMENT SHAKE GOING PER DEWEI�qfkq Pf 4 4 CORNER TRIM BOARDS
Ei3 'FIBER CEMENT LAP SIDING PER DEVf]MOilkR�Wi5Ax4 COEN RTMIABOARDS
5 'FIBER CEMENT PANEL S01,ir VF IX3 BATTS AT 76'0.C, (VINYL BOARD AND BATTEN
S*ING)
. .......... - .................. . . ........... . ...... . .........
IxFFKR MNT 7P11M OR EQ:.AL, U N.C. SIZE AS NOTED
. ... ... .... -- ....... . ....... . . ......
JE17 FA -SE W0OD;ViNYLSH(.JTTERS. TYPE AS SHOWN.SIZF AS NOTED
* =EGRESS
ALL WINDOWS WHOSE OPENING IS LESS THAN 24'ABOVE
I HE FINISH FLOOR AND WHOSE OPENING IS GREAl LR 114AN
7Z ABOVE THE OUTSIDE WAi KIND SURFACE MUST HAVE
WINDOW OPENING CCII"TROL DEVICES COMPLYING WITH THE
FLORIDA BUILDING CCOE;TH EDITION (2020) RESIDENTIAL,
N
LEFT --,ELEVATION ., N."11-1 .- I ........ .. -
1;— 1'0" AT 22')(S4" LAYOUT lig'- I C- AT I I"X 17- LAYOOT
10
2NQ FLOOFF
;elk ZND AL WD�r
i-ST FLOOR P
SST FL- Wow
;wk I $T FLOOR F
FRONT ELEVATION'N'
j4" -1'rr AT22l'X3A"LAYOLJT lffl"- V-0"AT ll'X 17-LAYOOT
ILOT-1-0
2ND ELOQR PL."'T'...
i0k IST FLOOR FIN FLR
12
REAR ELEVATIONN
1,4' 1 0' AT 22X34" LAY0J' 1 !,13"-. I'-0'AT'I"X17'LAYCYuT
These drawings are the
property of Starlight
Homes and are not to be
utilized for construction, or
copied in Dart or in whole
without Permission from
the bui!dw,, 2022
Starlight Homes
LAST REVISION
'0
,tAPTAVED BY:
wo
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NN
-'fit
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x z
cn
.. .
...........
b.
L
..............
............
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..................... ................... . . ............. . ............
. .......
......................
ITV
.......... .
I AN AS
REOUI-ED PER
-- -- -------
-C )a ST AT
BUILDING
C :)DE
U
le
2
\,n
A
VP:
VAC
4
H
. ... ........ .
STANDARD ELECTRICAL BOX HEIGHTS
TO I"
. GHT/
SWITCH
KEYLESS BE LO W
--�JG -T
—ATTIC
II
4
6
. . ..........
J1
SWITCH AND SWITCH AND
OVER BATH CABINETS RECEPTACLE BOXES OVER KITCHEN CABINETSRECEPTACLE BOXES ,.SECOND FLOOR PLAN'N'
I f4" = 1'0- AT 2TX34' LAYOUT AT I i - x I r LAYOUT
NOTES:
LEGEND.
. ............ . .. . .......... . .
PROVi D E GR —0 U N D I N G -E- L EC T R-C AL A O-D P E- R-I C—rl AL 'CO 0 ES— .
.
PROVIDE AND INSTALL ARC FAULT Q'!PCUIT�INTERR"JPTErS;'ArCi) AS REQUIRED BY NATIONAL ELECTRICAL
OVERNING CODES. A 3 THERE CODE (NEC) N CIOREMENTSOFALL.G
C0 MEETINGTHE
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.
FAN -LIGHTS IN WET,DAMP LOCATIONS SHALL. BF. LABLED"SUITABILEFOR WET OR DAMP LOCATIC)NS,'
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENTONLY THESE SYSTEMS SHALL BE ENG.NEErED BY OTHERS THE
ONTRACIOR SHALL BE RESPONSIBLE FOR PROPER!NSTALLAT)ON AND PLACEMENT
PROVIDE AND 11,15TIALL LOCALLY CERTIFIED SMOKE DETECTORS ANDCO2 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCLAT'ON (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES
................ . ................ . . ..... ...... . —
.. . ... . ..... .... . .. ... . ....... . .. ... . ...... .... ...................... . ...... . ........... .
wu
............. . . -
—1-1 U
.--l- .................
............ . . .. . .......... .. ... .. . . . ..... . .. ...... . .... . . .... .....
........ .. . . . ..... ....... . ...
12i Z' i�'
C-. X�.
............... . ..... . .. . ........... . .... .
........ .. . . . . ............... ............ ... . . ...... . .. . — .. ..... .... .....
—1-x aact M.
-P
.. ...... . . .......
F S—;.HM r�—" ff[,ET
. .......... . ....
PROVIDE AND INSTALI GROUND FAULT CIRCUIT iNTERRUIPTERS iGFI) AS REQUIRED BY NATIONA•L PI-FOTPUGAIL
. . ...... -1--.- .............. . ...jjj
C E(NECi AND MEE r ING rIL4E REQUSREMENTS OF ALL GOVERNING CODES.
00
E CC ONT RICALCC IRACTORTO PROVIDE REQUIRED DIRECT OKUPS;CTITOFFS.
. . ........................ . ..........
-X-L �X—�H!
I�j 1EICP—I.
............
HVAC CONTRACTOR 10 VERIFY THERMOSTAT LOCATIONS
ALL ELECTRICAL AND MECHANICAL EQUIPMENT IFURNACES. AT. UN:T& ELECTRICAL PANELS, SANITARY SUMP'ITS
DRAIN PLE SLAP, AND WATER HEATERS) ARE SUB-ECT TO RELOCATION DUE TO FIELD CONDITIONS.
. . . .........
uFiPrkETF.R
PROVIDE POWER.: GHT AND SWITCH AS REOUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTUIRERS
......... . .....................
............. —
ALI
P ROVOE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS, UNiTSM-ST BE
HARDWiRLD, INTERCONNECTED AND PROVIDE BATTERY 3ACKUF�
SERVICE
PANEL
REG, PUMP,
IF REQ,
30A.ELEG,
WATER HEATER
.................
ISSUE DATE:
05.O5�2022 FOR
. .......... . . ............ . . ............... ..... . ...
REVIEW
...... . ........
REVISIONS:
These drewinas are the
property of Starlight
Hares and of not to be
utilled for construction. or
copied in ' pa-r or in whole
wboLit perinission from
I lie buIder, 2022
Staright Homes
. .... . .............
LAST REVISION
.................... . . .
TO LIGHT;
SWTCH
-j
ABOVE
.............. ..
SEPIVOE PANE'-
N
8 ZE AND I-DCAT1 OLAST SAVED BY I
..........
AND I -Of AL CODES
....................... . .
ELECTRIC METER
EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER
FIRST FLOOR PLANN
114'- V-0" AT 22X14'LAYOUT - I' Q'AT I 1'X 17'OLYOUIT
. .... ........ . . . . ... ........... ___ ..................... ......... . ........... ................... . . .... . ... ...... ........ ... . .... . . . ............. . . .. ...... ........... - . ... .......... ........... . . ............ . ................. .......... . ... .. . . . ... .... - . . ..... ....... . ......... ............................. . .............. . ............ ..............
GENERAL FOUNDATION NOTES:
. . ... .. . ... . ............ . . .... ... .... . . . . . ............... . .
THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY.
SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING TYPICAL. 2
0
SLOPE GARAGE FLOOR 1/8* PER FOOT TO GARAGE DOOR OPEWNG.
VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER.
REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS.
FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS
. .. .......................... . . ......... .................
REPORT FOR ANY SPECIFIC REQUIREMENTS.
.REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND 19-8 ISSUE DATE:
INFORMATION NOT SHOWN ON THIS PLAN,
•0505,2022 FOR
............... . . . . . . ....... .... . . ..... ...
PLUMBING FIXTURES. VENT LOCATIONS. ETC, ARE APPROXIMATE. CONTRACTOR TO VEPIFY COUNT AND LOCATION.
REVIEW
........ .
VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER OR ELECTRIC. ... . . . . ....... . .... ... .... ...... - -----
. .
VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES.
REVISIONS:
7 3f4' MAX AT INSWING DOORS. PATIO SLAB 6
TYP STOOP A I iNSWINGSUDER DCORS: 3(Y DEEP BY rf IE WIDTH OF I HE DOOR SERVED, MINIMUM. ... . ...... . .......... .... . . . . . ................
WER 20e0 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP RESISTANT FINISH.
FOR THE USE OF EXPOSED GAS WATER HEATERS i N THE GARAGE, PROTECT THE WATER NEATER WITH
. ......... .. . . . ........ ..
CIA CONCRETE FILLED STEEL PIPE. EMBEDDED INTO CONCRETE FOOTNG.
...................... . ...... ....... . ... . . .. ... .. .....
-W11QDCO ACTING CONCRETE OR MASONRY OR � PSS THAN CODE REQUIRED
NT MAIN SLAB SEPARAT TO GRADE SHALL BE PRESSURE TREATED TED OR FOUNDATION GRADE
ION
. . . ........ ..........
REDWOOD. SET ALL. EXTERIOR WALL SILLS IN MASTIC.
- - - — - - - -
EXrERIORWALLSAREDIIIAE . ....... .. . ....... ..
_FC
— -__--- --- - . .............. . . . . ........... .. . . ...... . . .......... F4-
OUTSIDE FACE. GRADE BEAMS AND APPLIANCES
ARE DIMENSIONED TO CENTER L INE ----
. . ................ ............. . .... - .................. . .... .......
.. . .. .. . ............... . .......... ... . . . .......................
NOTE: LOCATED GRACE VEiiWYALEGRADE
Tnese drawings are the
BEAM 1'1�_AT :UNDER ALL LOAD PRIOR POURING
BFARINGWALLS
property of Starlight
......... . ..... . . .... ..... . ------ -
OFCONCRETE.
REFER TO STRUCTURAL ..........
Homes and are not to be
Utilized for construction, or
copied in part or in viftle
DRAWINGS FOR ALL
withoit permission from
the bui;dpr. �� 2022
FOUNDATION DIMENSIONS Starlight Homes
+
.. . . . ..... ............ . .. . . ............ .... ... . .......... . . ..........
LAST REVISION
till,
FOUNDATION KEYNOTE LEGEND
. . .......... . .... ..... ..... .. .. . ..... .... .. . . ..........
._
+FfUNE OF SLAB
F2 !LINE OF FRAMED WALL ABOVE
T SAVED B Oj
_45
Cv
t
c7ft
GARAGE SLAB
REINFORCE PER LOCAL
CODE AND ENGINEERS
SPFCIFICAT�ONS
LL
ca
..... . .. . ..... ...................... . .......................
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CL
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4'
M
6' CURB AT EXTERIOR a.
11i GARAGE WALLS, SEE
FCR�NDATJON WIDENS
STRUCTURAL
AT SITE SPECIFIC LO
_O.NDiTK)NS
. ........... . 11-
PORCH SLAB
1,1- 1"V7 V2'- REINFORCE PER I.,OCZ]
. .... . 1) A ENGINELErs COOE N
. . . ...... .. . . .. . ............ •SPECIRCATIONS
7 V2" 7 1 f2�
.SLAB PLAN 'B'
IA1'0' AT 22'>3a- LAYOUT IA1`=V1J-AT1 XI-LAYXF
WALL LEGEND
I
FULL HEIGHT FLAL HEGHT
2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
BRICK VENEER
STUD WALL BELOW
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
1
I10LiSE T GAMGE FSHE SP€'AESATtON. GAHAGC' OUSE SEF'AHAT€DN AT VERTICAL SURFAGE6 SIiAL.t. B
'PROTECTED WITH ONE (1) LAYER 11Z GYPSUM BOARD, GARAGE;'HOUSE SEPARATION AT HORIZONTAL
;SURFACES SHALL RE PROTECTED WITH ONE+11 DYER S9"'TYpE "%-GYPSUM BOARD
BOARD--
___
2
.—- — __.......... .....
:HOUSE TO GARAGE DOOR SEPARATION. PROVIDE , 3%8' SOLID CORE DOOR OR APPROVED 20 MINUTE
(RATED DOOR
.BENEATH STAIRS AND LANDINGS, lit' C;YpSUPA BOARD ON WALLS AND CEILING OF ENCLOSED
._....--
jACCESSlBLE AREAS
.--............._.—_- ____ --_
:ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN
':30"X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
..__...:TRUSSES
(251.1-XW S:ZE-) ._...... _... _
J
4TEMPERED SAFETY MASS
67_
j_ __ HALF WALL. HNOH7AS NOTED
___.— ......._...___..__ _.-._..___..._._..__ ....-...... .___
14
iTUB-SHOWER COMBO
10
SLJDE�B4 ELECTRICAL RANGE WJ HOOD AND MICRO ABV. PENT PER MANUFACTURER'S WRITTEN
i€MSTRUCT!ON S
WALL OF ADJACENT
UNIT, SEE COMPOSITE
DRAWINGS FOR
LOCATION ...
WALL OF ADJACENT T
UNIT. S'eE OI%SITE --- --- --+-
DRAWINGS FOR 19-0- 3'-8
LOCATION
........... l ....... ......... ... ...... 19 8 ......__ __.___ .._..
7 r n>^
SECOND FLOOR PLAN ELEV 'B'
\ 1 %t' - 1 0" AT 22--X34' LAYOUT Is : 1 C A, I I- X 17' LA OUT
R
WALL OF ADJACENT
WALL OF ADJACENT
/ UNIT, SEE COMPOSITE
UNIT. SEE COMPOSITE;
DRAWINGS FOR
DRAWINGS FOR '
II �� LOCATION
I
LOCATION
WALL OF ADJACENT
')NIT. SEE COMPOSITE
DRAWINGS FOR
LOCATION
SEE OPT. ATRIUM DOOR
ON SHLET I I FL 1.2.1
ail
..... L 4.2;,
R r
VERIFY
9'-4I I?"
LOCATION
.__. .... .-.....
.................... __..._..
"'�
1..._._.......................
INRELD
WALL OF ADJACENT
UNIT, SEE COMPOSITE
Uri INGS FOR
!
LOCA
3Oso SR
Ili
I
I
FAMILY RM
W-P' CLG.
ow " zase
HANDICAP
ACCESS —
'� I KITCHEN
�l
o REF
.y...._. _.— -1 ...::. .... _-.. ....... ..... VIM
GARAGE
SG`FFiT', SEE
EXTERIOR ELEV
cr
ENTR
9' t" C1LI
"-.LINE OF
POR
1CUPPEOCLO
3 7 CLG
_N
1
{ i
(
,w
h 4" .00
- •
WALL ITT.
(
y 111 ..T'£
A
it PORCH
�IJ i
-.i,. _......-.. t....I 070 SEC rONAL-
WALLOFADJA ENT III ..9_i } .....__. 30._._._ 91T17 ......__HC 12 WALL OF ADJACENT
v`11T. SEE COMPOSITE JNT. SEE COMPOSITE
CRAWINGS Foq DRAWINGS FOR
LOCATION . . ........ ..........___ 19 E
...... ___. ..... ..... ..r.-r VOCATION
7 V2
FIRST FLOOR PLAN ELEV 'B'
1 4 . t -C" Al Zr'X�'14-LAY UT t11 = 1 0 AT 11 X 17 LAYOUT
REVISIONS:
These drawings are the
property of Starlight
Hares and are not to be
Ufilzed for oonstrlxtion, or
copied in part or in whole
Without permission from
the bui:der. ' 2022
Starlight Horses
SAVED
1�1
WALL LEGEND
FULL HEIGHT FULL HEIGHT
2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
SRICK VENEER
STUD WALL BELOW
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
------ -- I i HOUSE T 0 GARAGEF 1 -8 E-SEPA--—
T! ON, GA-RAGhi R-JUSE SEP -ARA- T-ION, AT V E A I ICAL SU R-F A,C-E" -S SHAL LB-C
:PROTECTED WITH ONE (1) LAYER 1Z GYPSUM BOARD, GARAGE;mOUSE SEPARATION AT HORIZONTAL
;SURFACES SHALL BE PROTECTED WITH ONE !I! LAYER 5,15' TYPE *X- GYPSUM BOARD
2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE. 1 3,9'SOLID CORE DOOR OR APPROVED 20 MINUTE
_ -RATED DOOR . ...... I ......... . .. . - . . ...... . ...... - --- ---
3 BENEATH STAIRS AND LANDINGS, 112"GYPSUM BOARD ON WA315 AND -CEtLiNG OF ENCLOSED
'ACCESSIBLE AREAS a :ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUI.FMENT BUT NOT LESS THAN
130'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
1 __!TRUSSES (25 112LXS4SIZE)
9 ITEMPEREQ_SAFETY GLASS . .............. - — - -__- ........
I I ;HALF WALL, HEIGHT AS NOTED
I' ITUB-SHOWER COMBO
tC IN ELF SLIDE -QTRICAL R kdo
b -
1INSIRLIGNONS
3 V2' lu_o"
WALL' OF ADJACENT
PATIO
UNM SEE COMPOSITE
DRAWINGS FOR
5:-8
LOCATION
11 P7
A
OPT. ATRIUM DOOR
114- = 1'10' AT 22'X34' LAYOUT 1;9'- 1','J'AT 11- X 17LAYOUT
.... . . . ... . .................. . ............ .
cz
0
........ . . . .... .. ............
ISSUE DjkTE.----.
05.055.2022 FOR
. . .......... ................ .............
REVIEW
REVISIONS:
These drawings are the
property of Starlight
Hanes and are not to be
utilized for constuction, or
Copied in part or in whole
without permission from
the Wider. 2022
Starlight Homes
........ . .... 111.1111.11111 . ..............
........ .... . .. .......... ............... . .
P?
fill! 11liq
cl)
Z
0
CL
x
0
LJJT Z
Cif; CL
0 cr
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. . . . . ..............
.. . ............ . ... . . . ....... . ......... . ........ .....
............ . . . - ------
"HEETte
FL 1.2.1
............. . ... _ . ..... ........ ............ ..........
5
N
STANDARD ELECTRICAL BOX HEIGHTS
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
OVER BATH CABINETS OVER KITCHEN CABINETS
NOTES:
PROVIDE GRO1jNbi..NGEL_ECTRi6_AL ROD P-E-R-L-0-CALCODES'.
PROVOE AND NSTALLARC FAULT CIRCUIT INTERRUPTERS (AFCJ)AS REQUIRED BY NATIONAL ELECTRICAL
'ODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ALL EXHAUST FANS SHALL HAVE SACKDRAFT DAMPERS.
FAMUGHTS IN WETDAMP LOGAT'CNS SHALL BE LABLED'SUITASLE FOR WET OR DAMP LOCATIONS'
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY, THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS As REQUIRED By
NATIONAL FIRE PROTECTION ASSOCIATION (,NFPA) AND MEETING THE REQLAREMENTS OF ALL GOVERNING CODES.
PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (CFI) AS REQUiRED BY NATIONAL ELECTRICAL
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
E`ECTR.CAL CONTRACTOR To PROVIDE REQUIRED DIRECT HOOK-UPSCUTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS,
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACE$, A,'- UNIT',, ELECTRICAL PANELS, SANITARY SUMP PTS,
DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT T)o RELOCATION DUE TO FIE, D CONDITIONS.
PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS
WA:-1:_'
PROVIDE AND !NSTALL LOCALLY CERTIFIED SMOKE DETECTOR, AND CO21 DETECTORS- UNITS NII.Al BE
HARDWRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP,
................... ...
-'fAN AS
REQUIRED PER
STATE AND
LOCAL BUILDING
CODE
X,
z"
TO LIGHT'
SW I To I I
BELOW
SECOND .......... _FL1111OO1R.11 I. ., -PLAN H
------
1/4'= 1'0' AT 22-X34'LAYOUT . V-aAT I I'X 17'LAYOUT
LEGEND:
.. ... .......
.............................. .................. -
........... . . ..................
. . . ............ ......
El
..... .......... . ....
::KrAD�AUT�Al�1E
K,
L—T
...
I .....
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.......... .......... . . .. ........
. .
111-URP VY
. ...... .
. . . . . .................. .
�APDff? N#TFR
ye,
.. . . . . ........... .. .
..........
. . ........ - ....
....... ............
. .........
................... i
4,
F.—IT 1.1 T �A�,
..
. ........... . . .....................................
. . ...... . ..... .
---
f
............. .......
..... ...... ..... ...........
......... ... . . .........
fO Il' A If." kM
----
0
LOT 11. z
. . .............. . ... 0
............ . . . . .... ...... ..
WPGFI@
AC CONIC.
XC IOU
HB
W p
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01SINASHER
DISPOSAL
MICROWAVE
SERVICE
PANEL
TVA
-J'
4; GF11
... .. . . ..... ...... ...
Q
(9
'D REC, PUMP.
rltLLi
6 ] TO LIGHT;
-c-
0 IF REQ.
$W!TCH
-D ABOVE
30A. ELE C'
WATER HEATER
SERVICE PANEL
SIZE AND LOCATION
PP. BUILDERS
r
SPECiPICATiONS
AND LOCAL CODES I
ELECTRIC METER
TEI EPHONE,
KEYLESS<
TC RV." ON
SERV.CE BOX
'CEILING,
I
GFi DOOR
OPENER
Px"
'NOTE EXT-ERCRWP OUTLET REQUIRED NEAR AoC CONDENSER,NOT SHOWN)
........ . . I I ...........
FIRST FLOOR PLAN'B'
IA" * 1'0' AT 22'X34' LAYOUT = V-0` AT I V X 17LAYOUT
0
ISSUE DATE-
05,05,2022 FOR
..... . .........
REVIEW
....... . ..
REVISIONS:
These drawings are Me.
property of Starlipt
Homes and are not lobe
utilized for construction. or
Copied in part rt or in whole
without permission train
the bulder,32022
Starlight Homes
LAST REVISION
LAST SAVED BY:
_1 ...........
GENERAL FOUNDATION NOTES:
THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY.
SLOPE ALL STOOPS AND HARDSC APE MATERIAL AWAY FROM BUILDING , -TYPICAL.
SLOPE GARAGE FLOOR Va- PER FOOT TO GARAGE DOOR OPENING
VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER.
REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS.
FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING REFER TO SOILS
REPORT FOR ANY SPECIFIC REOUIREIVENTS.
REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURS THICKNESS, AND
INFORMATION NOT SHOWN ON THIS PLAN.
PLUMBING FIXTURES, VENT LOCATIONS. ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION.
VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC,
VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES.
7 314'MAX AT NSWING DOORS,
TYP STOOP AT INSWINGGLIDER DOORS: 36'DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM.
PER 204 Fi OR20A RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH.
F3FI JTHE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH
'DIACONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING,
WOOD CONTACT", CCAC RETE OR MASONRY OR LESS THAN CODE REOURED
SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRACE
REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC.
A A
FOUNDATION KEYNOTE LEGEND
F2 iLINE OF FRAMED WALL ABOVE
m
11..S.
0 PATIO SLAB
MAIN SLAB
wmEXTERIOR WALLS ARMENS40WED TO
-E. CI
OUTSIDE FACE. GRACE BEAMS AND APPLIANCE, -
`ARE DIMENSIONED TO CENTE��
-Zim7G-
��RIFY FINDIE NOTE: LOCATED GRADE.
'BEAM LOCATIONS LINDER ALL
IR
LOAD
T
.I, TO POURING OI BEARING WADS
OF CONCRETE — - - - ------------------- - ----- -
. I ..................... . I � . .....
m
CURB AT EXTERIOR
a. :GARAGE W L 5, SEE
; A L
STRUCTURAL
o
PORCH SLAB
......... . ....... . . . . .... . .. ......... . L
[RE NFORCE PEIRIOCAL 91' -7 If,' 11 J" 1,17 1;2—
V9,8.
. . . . .......... ... ... .. . .. . . ....
SLAB - .. PLAN - A
J!4" = 1 -0` AT 22"X34'LAYOUT VS"= I' -CAT 1 I"X 17- LAYOUT
FOUNDATION WIDEN' S
AT SITE SPECIFIC
CONDIT0NS
REVIEW
REVISIONS:
These dramlngs are the
property of Starlight
Homes and are not to be
utilized for Construction; or
copied in part or in whole
without Permission from
the builder, u) 2022
Starlight Homes
LAST REVISION
t—
� z
LU
m
CL F-
60
WALL LEGEND
FULI HEIGHT FULL. HE.177
2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION
STONE VENEER DRYWALL OPENING -EIGHT
AS NOTED ON PLAN
BRICK VENEER
STUD WALL BELOW
-EIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
.. . . .......... .... . ...... . ...... . . ......... .
—--—----- i -1-H-0-L-,S-E--TOGARAGE-RRES—LPA-RNI-�-ON-,G—AR-A-GE-iHOLJ-S-ES-E-P-ARA-TI-ON---A-TV-EF-IT-1-0-A-LSU-R-F-A--C,-F-SSHAL.-I.C.*
iPROTECrED WITH ONE (1) LAYER I,2GYPSUM BOARD. GARAGE,HCXJSE SEPARAT ION Al HORIZONTAL
SHALL BE PROIECTEDWITH ONE IILLAYLR 5,V TYPE X- GYPSUM BOARD ......
:HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3;9- SOLID CORE DOOR OR APPROVED 20 MINUTE
-:RATED DOOR
NEATH STAIRS AND LANDINGS, 1/2'GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED
IACCESS:BLE AREAS ....... . ...
iATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF Eauipmsw BUY NOT Etas THAN
13=22FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
jTRUSSES (25 1,2-XS*'SQE)
. . . ... . .................. . ........ .
9 : I
I EMPERED SAFETY GLASS
11 !HALF WALL, HEIGHT AS NOTED
14 TUB-SHOWERCOMOD
IC SLIDE-W ELECTRICAL RANGE iC)DANDVISCRO -1 vlF�NT PER MEN
I iINSTRUCTIONS
FL 4. 1,F
re
WALL OF' ADJACENT ...............
UNIT, SEECC,MPOSir_E
6'-6 V4V-2 3(4"
........................... .
DRAW INDS >
OR LOCATION
30W 3050 SH
EGRESS
. . . .... .................. . . . ........
OT 12:
VERIFY 2'19-15"
. . . . ............. ............... .
LOCATION 9-4 1,,r ly 0,
IN FIELD
... . ................ . 4
. . . .... . .......
........................
. .... .. WALL OF ADJACENT
WALL IIIADJACENT WALL OF ADJACENT PATIO
..UNI UNIT, SEE COMPOSITE UNIT. SEE COMPLIGH 1- 1 T, SEE COMPOSITE
DRAWINGS FOR DRAWINGS FOR i DRAWINGS FOR
fi10 V� 4`7 1��'
LOCATION LOCATION LOCATION
SH 3C50 SH
v
WIC
€
ry
............
-24
248
6
3'_,x
4"11, -
'2' 53 V2�
.......... . . ...... .......
BED 2 -2;
8, 1 CLQ
BED 3
.
....... - -------------....
'EGRESS
EGRESS
aS
IT
WALL OF ADJACENT
. .
WALL OF ADJACENT
UNIT. SEE COMPOSITE
. . . ......... . ........... . .....
UNIT, SEE COMPOSITE
DRAWINGS FOR
. . ............... . . . . . . . ..... ........ ..
DRAWINGS FOR
I_OCAT
. . ..........
LOCATION
SECOND FLOOR PLAN ELEV'A'
1/4!' 1 C- AT 22X34'LAYOUT 1.16" % v(I'AT I I"X 17' LAYOUT
up
ENTRY
T-I"CLG.
GARAGE
............
SOFFIT. SEE
EXTERIOR ELEV
PORCH
^-'4A-_
8071, SECT
WALL OF
o".I.E"'ITITE UN�T. SE.EtM.1,1
DRAWINCSFOR
81
........
1'�.
.. . . -- —
. ................. . .
WAULOFADJACENI
UNIT, SEE COMPOSITE
DRAWINGS FOR
OCATION
7 112
71 2.
LOCATION
FIRST FLOOR PLAN ELEV'A'
.............. . .....................................
1,4' •, I -T AT 22'X34- LAYOUT 1,13' I'-0'AT1I"XI7'LAYOUT
ISSUE DATE:
0505.2022 FOR
. . .. . ............. . . . . . . ......................... .
REVIEW
REVISIONS:
These drawings are the I
property of Starlight
Homes and are not to be
utilized for construction, or
copied in part or in whole
without permission from
the builider. 2022
Starlight Homes
LAST REVISION
..... ...... ..
. . . .. .........
VED
. .................................. -
to
At
�kP k
. X CD Z
LLJ
_j CIO`)
CL F- i 0 i
JA 0
0
WALL LEGEND
FULL HEIGHT FULL HEIGHT
2X4 WOOD STUD PARTITION 2X6 WOOL, STUD PART17ION
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
BRICK VENEER
STUD WALL BELOW
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
. . . ........ ..... .. - - ------- . . . . . . . .... . . . . .................. . ... . ............ ...
..... . ........ . - ............. . . __11.11- . . . . . . ... ........... . .... . . . ....... ............ ........... . . ............. . ...... .. . . .................
1 ,HOUSE TO GARAGE FIRE SEPARATION, GARAG&HOUSE SEPARATION AT VERTICAL SURFACESSHAIA. BE
;PROTECTED WITH ONE (1) LAYER IZ GYPSUM BOARD, GARAGEAHOUSE SEPARATION AT HORIZONTAL
_-IsURFACIES SHALL BE PROTECTED WITH ONE 1) LAYER TYPE 'X- GYPSUM BOARD . ...... .. . . ................
2 HOL�.;E TO GARAGE DOOR SEPARATION, PROVIDE 1,V9SOLIDCORE DOOR OR APPROVED W MINUTE
RATED DOOR
3 :BENEATH STAIRS AND LANDINGS. 112' GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED
--JACCESSIBLE AREAS
8 'ATTIC ACCESS LARGE ENOL*H TO REMOVE LARGEST PIECE OF EQUI PMENT BUT NOT LESS _THAN
!I3CrX22`ESIRE RATED ACCESS AS NOTE[;. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
TRUSS 25
1!2-xsr SIZEt
-- - — -----_---_- - - - ... . . .. .... .. . .......... ... ..........
9 ;:TEMPERED SAFETY GLASS
It 'HALF WALL, HEIGHT AS NOTED
14_ STUB -SHOWER CCMF30
SLIDE IN ELEGSIRICALRANGE W/ HOOD AND MKIROASV VENT PER MANUFACTURER'S WRITTEN
S TRCT I0N
......... ...
CM
O
Ck=
ISSUE _DATE:
05.05.2022 FOR
REVIEW
. ........... . .
. .. . ..........
REVISIONS:
These drawings are, the
property of Starlight
Hones and are not to be
tilized for conE,*Ixtion; or
copied in Dart or in whole
.LOT
wilhovt pemmimon from
the builder, `& 2C22
Starlig N Homes
LAST REVISION
101-or 3 vz, ................
INN
PATIO WALL OF ADjACEN R-j
UNIT, SEE COMPOF iTE
5 8" z DRAWINGS FOR
LOCATION
mill
A lr7 fit
o
�
(
3
STANDARD ELECTRICAL BOX HEIGHTS
i
W
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
OVER BATH CABINETS_ OVER KITCHEN CABINETS
NOTES:
PROVIDE AND INSTALL ARC FAULT CIRCUIT INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL
CODE INECI AND MEETING THE REQUIREMENTSOF ALL GOVERNING CODES,
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.
FAWLIGHTS IN WET,'DAMP LOCATIONS SHALL BE LADLED "SUITABLE FOR WET OR DAMP LOCATIONS,'
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ON Y. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES
PROVIDE AND INSTALL GROUND FAULT C.RCUIT INTERRUPTERS iGFIt AS REQUIRED BY NATIONAL ELECTRICAL
CODE (NEC: AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOKUPS/CUTOFFS.
- HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.
ALL ELECTRICAL AND OfFC WANI.CAL EQUIPMENT (RURNACES. A/C'UNITS ELECTRICAL PANELS. SANITARY $LWP PITS,
DRAIN TILE SUMP, AND WATER HEA TERS) ARE S.•B)ECT TO RELOCAT.ON DUE TO FIE' D CONDIT ONS,
PROVDE POWER LIGHT AND SWITCH AS REQUIRED FOR ATT`CFURNACE PER CODE AND MANUFACTURER'S
�e='H1.rt5 � -rna
PROVIDE AND INSTALL LOCALLY' DE1 FGrORS AND CO2 DETECTORS. UNITSMUSTBE
HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP.
(-;
YJN k. M<i:. "fT) INJJi:rtE rsN,
i ESSEL h 4>E E.. t Kt ,r-%
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:YFYT it: FX:E=f j
'IN e.w xr-.e
ti
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fid
'r•
4
FAN AS
t?sr
REQUIRED PER`
STATE AND
\
fl LOCAL BUILDING
s l
k
40
'-wv
q,
VP
KEYLESS
TO
rrCH
BELOW
`- KEYLESS
•
LIGHTIN,
ATTIC
4.1
vmm�"
�I
T�
SECOND FLOOR PLAN W
V4' -t -0 AT 2I'X34' LAYOUT .. V-0" AT I r^ X 97" LAYOUT
CHlI.SS i
.
PtiSILMi:`.�:51 i:N
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uY A;N.tME DETEfTOF
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'T =
SERVICE PANEL
30A. ELEC.
-, WATER HEATER
SIZE AND LOCATION
PER BUILDERS
SPECIFICATIONS
"
AND LOCAL CODES:
.... .__..�
ELECTRIC METER
��Lu�-'�'-f
t i \
TELEPHCtrE'
T L VfSI: Nv
SERVICEKEYLESS
1.
r
CEILING\
9,,...
¢,
4 / GFI DOOR s,
OPENER \
I
HBO
........_ ........._—_ __ ..... _....... ... ... ........ .....
.NOTE EXTERIORW P OUTLET REQUIRED RED NEAR ACONDENSER SNOT SHOWN) i
FIRST FLOOR PLAN EA'
kt } ___..
- 7/4" = Y' (Y
......__ .............. .. .._.._.. -... .....----.....
AT 22"X34' i.AYOUT 3 I -G'AT I Y X t 7- LAYOUT
DISHWASHER
DISPOSAL
MICROWAVE
SERVICE
PANEL
These', draw=rigs are the
propeq of Starlight
Homes and are not to t)e
Dtll zpci for consliuction. or
copied In ant or in Mole
w trios t pe mission f•orn
the builder, 2022
StarUght Haines
LAST REVISION
LAST SAVED BY
I
..._.... ..... ....... ..
SHEE- NO:
FL 6.1
GENERAL FOUNDATION NOTES:
- - - - __--_ - ....... . ..... . . ... . ................ ... . . .......... . .. . .. ...... ...
THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY.
SLOPE ALL STOOPS AND HAFIOSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL,
SLOPE GARAGE FLOOR VS' PER FOOT TO GARAGE DOOR OPENING.
VERIFYC URB CUT SLOCKOUT WITH GARAGE DOOR MANUFACTURES.
REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS
FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS
REPORT FOR ANY SPECIFIC REOUIREMENTS.
REFER TO STRUCTURAL. DRAWINGS FOR HOLrDOWNS. FOOTING DETAILS. CURB THICKNESS, AND
INFORMATION NOT SHOWN ON I -IS PLAN.
PLUMBING FIXTURES, VENT LOCATIONS.
S, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION.
VER-FY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND JFOR GAS, WATER OR ELEGTRIO,
VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES.
7 3,4'MAX AT INSWING DOORS.
Typ STOOP AT INSWINC;SLIDER D(IRS: 36" DEEP BY I HE WIDTH OF THE DOOR SERVED, MINIMUM.
(PER 202D FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP RESISTANT FINISH.
-;TTHEWATEr -H
FOR THE USE OF EXPOSED GAS WATER HEATERS lN THE GARAGE, PROTEf, HEATER WITH
3 1
'D A CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FO0T.fNG.
WOOD CONTACTING CONCRE7 E OR MASONRY OR LESS THAN CODE REQ-JiRED
SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE
REDWOOD,
SET ALL EXTERIOR WALL SILLS EN MASTIC.
FOUNDATION WIDENS
AT SITE SPECIFIC
CONDITIONS
N
WALL LEGEND
FULL HEIGHT FULL HEIGHT
2X4 WOOD STUD PARTITION 2XC,WOOD STUD PARTITION
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
BRICK VENEER
STUD WALL BE' LOW
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
.......... --, ................. . ... ----- - ----------- . . ...... . ........ - - - - - - - - ------ . . ..... ... .......
I
HOUSE TO GARAGE FIRE SEPARATION. GARAGEA40USE SEPARATION AT VERTICAL SURFACES -SHALL BE
PROTECTED WITH ONE (1) LAYER I GYPSUM BOARD, GARAGFliOUSE SEPARATION AT HORIZONTAL
SURFACES SHALL BE PROTECTED WITH ONE (j)LAYEAS/r TYPE "X' GYPSUM BOARD
2
HOUSE ro GARAGE DOOR SEPARATION. PROWDE I 3,B- SOLID CORE DOOR OR APPROVED 20 miNUTE
RATED DOOR
3
BENEATH STAIRS ANDLAN�GYPSLIM BOARD ON WALLS AND CEILING OF ENCLOSED
ACCESSIBLE AREAS
S
ATTI{, AGUE SB LARGE ENOUGH 70 HFM"JVE LAFlGEST PIECE OF IPME:.NT EMT NOrLESSTHAN
30'X=. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER. VERIFY LOCATION AND SIZE WITH
TRUSSES (2-1 IIZX54- SIZE)
9
TEMPERED SAFETY GLASS
I I
HALF WALL, HEIGHT AS NOTED
iS
SLIDE -IN ELECTRICAL RANGE W! HOOD AND MICRO ABV, VENT PERMANUFACTURER'S WRFflf
INSTRUCTIONS
WALL OF ADJACENT
UNIT, SEE COMPOSITE
DRAWINGS FOR
LOCATION
WALL OF ADJACENT �—T-ll 1,— 4,-21,12,
UNIT, SEE COMP05JE I j
9-8 1 ILI
DRAWNGSFOR . ..... .... ...
.. . .... ....
LOCATION
...............
7 lr.�
I1121.,SECOND FLOOR PLAN ELEV -- X
1;4- = 1 0- AT 22-X34' LAYOUT lig"- I'0-AT II'X 17- LAYOUT
•
. .... ........... . . .. ..
. . .. ...... ..... VERIFY
CATION
.2-
. . . .............
—.4 In .. . ...... .. . ...............
. .
. . . . ... ... .............. . .
. .........
IN FIELD
WALL OF ADJACENT
WALL OF ADJACENT
PATIO
WALL OF ADJACENT
UNIT. SEE COMPOSITE
UNIT, SEE 0 OMPOSITE
UNIT, SEE COMPOSITE
DRAWINGS FOR
DRAWINGS FOR <
f
AID
F/
DRAWINGS FOR
LOCATIONit
4'-7 10-
—--—
r
LOCATION
.............
ws34.Go30w S�
'SEE OPT. ATRIUMDOCR]
ON SHEET I FL 1.9.1
FAMILY RM.
T-I` CLG. ry
WALL OF ADJACENT
UNIT, SEE COMPOSITE
DRAWINGS FOR
LOCATION
I",
2868
UNE IF
HAND�CAP
' OR
CLIPPED CL&
ACCESS 2%8
P
KITCHEN
L
LL
rr
RE�
41
6'4-
WALL HT.
121
GARAGE
9-I-CLG
SOFFIT, SEE
EXTERIOR ELEV
L
F
Xlli SEC ICNAL PORCH
WA,� F-0, 6'-G" V,2� WALL SOFF ADJACENT
....... . .... . .. .. .......... .... .................. . .. ... ..
U C T "��g 1�� COMPC61TE
UN: , 3 E
DRA'WINI.3S FOR — - -- ----- --
.............. . . .
OCAPON P. DRAWINGS FOR
LOGAT N
FIRST FLOOR PLAN ELEVW
1;a- - I'0- AT 2TX34'LAYOUT V8- = 1"AT I I X 17- z AYOUT
REVIEW
.......................
REVISIONS:
These drawings are the
property of StarIght
Homes and ate not to be
utifized for consLuction, or
co
pied In part or in whole
without permission from
the builder, —%,, 2022
Starlight Homes
.0;
0 so
SAVED BY:
dW
..............
...... .. .... ....
0
z
x 6
Lij
oc
(L
Lh 0 0
LL
LOT i]3
. . . .. . .............
__V4 .. .. .... .......
1E
. ........... ...................
.. . . . . . ............. -
ire
tv
. . . ............
�'iANAS
REOUIRED PER
AND STATE
LOCAL BUILDING C11,
CODE
w
i 6
22.0
L
16
f A
STANDARD ELECTRICAL BOX HEIGHTS
TO LIGHT,'
KEYLESS i
SWITCili
BELOW
............
. . ........ . . ..........
K' HT IN
7-
A
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN'K'
OVER BATH CABINETS OVER KITCHEN CABINETS
1'4'- V-0' AT 22'X34'LAYOUT = I -O"AT 1 I"X 1"LAYOUT
NOTES:
LEGEND:
Ro TTR 6C PROVIHGACTUNDINGEtICTRICAL 6P LOCAL
PROVIDE AND INSTALL ARC FAU,' T CIRCUIT4NTERRUPTERS (AFCi) AS REQUIRED BY NATIONAL ELECTRICAL
- - - ----------- ..............
.
. .. ... ........
60DE (NEC} AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
PF-4
. .... - - — - - - -----
... . ......
ALL EXHAUST FANS SHALL HAVE 9ACKD9AFT DAMPERS.1.11.........
D-1T
..
..... . . ..... . - -- - -- - ------------------ — - --- --- -- --- -------
FANALIGHTS IN WET,DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR CAMP LOCATIONS.'
EX .. . ..... ... . ........
..
.... .... ...... ... ..
10
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
41
I-F -VIFD 0E,4EXOk,TLE7
1 -1.
li,� -.1 L' LCU 1: X'iK
. . ...... ....... ....
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AP40 PLACEMENT.
PROVIDE AND INSTALL LOCAL LY CERTiF3FD SM.OKE DETECTORS AND CO2 DETECTORS AS REQUIRED By
............ ......... .
mvoi.lwtrr
. .... .. . .......
NATIONAL FIRE PROTECTION ASSOCIATION (NFPAT AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
..... .. . .. . .. . .........
PROVIDE AND INSTALL GROL';ND FAULT CIRCUIT INTERRUPTERS(GR)AS REOUIRED BY NATIONAL ELECT91CAL
. . . .........
CODE (NEC} AND MEETING THE REQUIREMENTS OF ALL GOVERNING
- ------ -----------
ELECTRICAL CONTRACTOR TO PROVIDE REOUIRED DIRECT HOOK-UPS"CUTOFFS.
.......... . ..... ....... .... . . - ........... . 11
11.14
jlE T T1 E.Trfi-?
. . . .......
.. . .......... .. .... . . .................
HVAQ Ci)NTRACTOR TO VERIFY THERMOSTAT I OCATiONS,
........ . ... ...................... ...... .
....... .............. ....
ELE
..... ..... -.1--.1.1 ...........
.......... . .. ........... . ........ . ...........
ALL ELECTRICAL AND MECHANICAL ECAJIPNIE14T (�URNAGES, AG UNITS. ELEC rRDCA1 PANELS, SANITARY SUMP PITS,'-
- ----- --
D
I'
DRAIN TILE SUMP, AND WATER HEATERS; ARE SUBJECTTO RELOCATION DUE TO FIELD CONDITIONS,
T
PROVIDE POWER LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S
Lori.
. . . ..... ....
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CC2 DETECTORS. UNITS MUST BE
HARDWIRED, !NTERCONNECTED AND PFIC)VOE BATTERY BACKUP,
. . . ... ....... .
DISHWASHER
DISPOSAL
MICROWAVE
SERVICE
PANEL
Z
Z
O
WP"GFI
'A A/c COND.
WP!GFI - ------- - -
�G
TV'
GFI:'
b
�G Ft
4 N, 1. - Z
C
Hi PAP
TO UGHTf
--I IF E.'
1 SWITCH
ABOVE
"A - ELEC
""
WAT F.R HEATER
J
KEYLESS'
LING'
GF I D-_,R
OPENER
WP"GFI
-
[.NOTL X rEkiO Tw -P--- 64J-1 Lf, I flf-0 - HFIU-
........ . .
FIRST FLOOR PLAN'K'
— V4'= I T AT 22734' LAYOUT - LAYOUT 1'(r AT I V X I? UT
SERVICE PANEL
SIZE AND LOCATION
PER BUILDERS
SPECIE CATIONS
AND LOCAL GODES;
ELECTRIC METER
TELEPHONE
TELEVISION
SERVICE BOX
These drawings are the
property of Starlight
Homes and are not to be
utilized for Construction, or
copied in part T,• in whole
without permission from
the bu0der. e� 2022
Starlight Homes
LAST REVISION
LAST SAVED BY.�
. .........
GENERAL FOUNDATION NOTES:
THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY.
SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL.
SLOPE GARAGE FLOOR VS' PER FOOT TO GARAGE DOOR OPENING.
VERIFY CURB CUT BILOCKOUT WIT14 GARAGE DOOR MANUFACTURER
REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS.
PINT H GRADE SMALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING, REFER TO SOILS
I' REPORT FOR ANY SPECIFIC REQUIREMENTS.
REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS. CURB THICKNESS. AND
INFORMATION NOT SHOWN ON THIS PLAN.
PLUMBING FIXTURES, VENT LOCATIONS, ETC ARE APPROXMIATE. CONTRACTOR TO VERIFY COUNT AND
VERIFY THE SUPPLY FOR. SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER 08 ELECTRIC,
VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES.
73i4"MAX ATINSWING DOORS.
TYP STOOP AT INSWINGSLIDER DOORS: 36- DEEP BY THE WIDTH OF THE DOOR SERVED. MINIMUM.
(PER 20LIO FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH.
FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH
3. �
DIA CONCRF TE FILLED $1 EEL PIPE EMBEDDED INTO CONrRET F FOO71NG.
WOOD CONTACTING CONCRETE OR MASONRY OFILESS THAN CODE REQUIRED
SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE
REDWOODA SET ALL EXTERIOR WALL SILLSIN MASTIC.
♦
FOUNDATION KEYNOTE LEGEND
........... . .. . .................... .... ... . ........ ....... .... .. .. .. . . .. ..... ...... . .
ILINE O-F__SLAAA&)_VE____
. . .........
Fz . LINE OF FRAMED WALL ABOVF
FOUNDATION WIDENS
AT SITE SPECIFIC
CONDITIONS
PORCH SLAB
MEIN9 RCEPERLOCAL.
.EONCENGINEERS.
S PECIFJ CATIONS
1") All
SLAB PLAN'O'
1,,'4'= 1'0- AT 22'X34"LAYC0q 1,,8" w 1'r" A T I I " X 17" LAYOUT
. .... .. ... . ...........................
ISSUE DATE:
05,05,2022 FOR
. ......... . ...... . .
REVIEW
REVISIONS:
These drawings are the
property of Starlight
Homes and are not to be
utilized for construction, or
copied in Dart or in whole
without permission from
the Wider, -, 2022
Starlight Homes
.... . .............
LAST REVISION
........... . ................. ---
. .........
..... .....
14J41
b
X C) z
Lij T _j
CL
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0
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WALL LEGEND
FULL HEIGHT FULL HEIGHT
2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTJT !ON
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
BRICK VENEER
STUD WALL BELOW
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
... . .. . . . . . .. ......... ..
. ...... . ...... . . .....
I :HOUSE TO GARAGF FIRE SEPARATION, GARAGErHOUSE SEPARATION AT VERTICAL SURFACES SHALL BE
:PROTECTEDWITHONE (1) LAYER VL1GYPSLMBOARD. GARAGE4+JUSE SEPARATION AT HORIZONFrAL
_...SURFACES iHALUBE PROTECTED WITH ONE WLAYER 5,1: TYPE -r GYPSUM BOARD
2 i HOUSE TO GARAGE DOOR SEPARATION. PROVIDE I 3'B" SOLID CORE DOOR OR APPROVED 20 "NUTE
i (RATED DOOR
� BENEATH STAIRS AND LANDINGS. I �Z GYPSUM BOARD ON WALLS AND CEILING OFEINICLOSED
ACCESSIBLE AREAS
a IATTiC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUi PM1 ENT BUT NOT LESS THAN
FIRE RATED ACCESS AS NOTED ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
TRUSSES SIZE)
9 I.T.EMP.ERE.O.S.Af�.E.TY.C3LA';s .............. . . ...... ..... ..... .. .... .. . . .. . . . . ........
11 HALF WALI HEIGHT AS NOTED
14 TUB-SHOWERCOM80
16:SLIDE-N ELECTRICAL RANGE W1 HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN
INSTRUCTIONS
I?. fL
� . ;t?
2
. . . . ......... I 9r.-K.
WALL OF ADJACENT
U I r. Sc com-014 TE
6'-6 V4*
N
DRAWINGS FOR . . .... .............
LOCATION
30SO SN 3050 SH
EGRESS
OWNERS
BED
87-1 CLG,
I
BED 2
8'-I"CLC,
BED 3
$'-I " CLG.
6 111,
W ic
WALLOFADACENT 4:, 4'9 V2"
. . .... . . .... ...... . .. . .
UN 7 SEEC6MPORTE
9-11 12Te 112,
DR FOR >CCA ON
7 � 19 81
SECOND FLOOR PLAN ELEV'O'
2
1 114- - V 0* AT 22'X34" LAYOUT I/Er .. V-r AT I I" X I ?'; A'0;
VERIFY -- -
LOCATION IN FIELD
WALLOFADJACENT
UNIT, SEE COMPOSITF,
DRAWINGS FOR
LOCATION
LIN-or
,i 6 4-
WALLHT.
WAL10�ADJACENT . . . . . ...............
UNIT, SEE COMPOSITE I V 7-
DRAWINGSFOR, --------- __-- - . .................. ....... . .. . ... . . - ---- _ - . . ....... ... .
LOCATION
FIRST FLOOR PLAN ELEWO'
. . .... ... .......... . . ...... .. ...... .
"2"X34- LAYOUT 114*.� 1'0* AT Z I/T B r-0'AT II'X I7'LAYOT
These drawings are the
property of starlight
Homes and are not to be
Utilized for convuctim or
copied in part or in whole
without permission from
the builder. , 2022
Starlight Homes
. . . ..... ....
LAST REVISION
.... . .......... it lls fit
ki
SAVED BY:
...........
0
6
fill
x CD z
UJI
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00
ELEVATION KEYNOTE LEGEND
INSTALLED AT ALL ROOFAVALLIN'TERSECTIONS
* =EGRESS
ALL WINDOWS WHOSE OPENING IS LESS THAN 24- ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
72'ABOVE THE OUTSIDE WALKJNG SURFACE MUST HAVE
W,NUOw OPENING CONTROL DEVICES COMPLYING WTH THE
FLORIDA BUILDING CODE 7TIA EDITION (2020iRESIDENTIAL.
12
FASCIA
IIE
LOT 14�
2ND FLOOR F!Ljm19'1 10
.. . . . ..... 2ND Ft_ W LPN ;, HT�
_
2ND F 4 LR LOOR
SST FL T_
1ST FL. AUN. HT
FRONT ELEVATION'O'
. . ....... . ... LA11,I'llY T V-0'AT I-I'X t 7 LAYOLT
:OOR_PL.HT-.
-ow
ORFIk
ISSUE DATE:
05.05.2022 FOR
......... .
REVIEW
REVISIONS:
These drawings are the
property of Starlight
Homes and are not to be
utilized for construction, or
copied in part or in whole
without permission from
the builder. " 2022
Starl*t Homes
LAST REVISION
*44
44
000
x
2ND FLOOR PL HT.
z
2ND FL VOW III I I 1T 0
. . ........
Cf)
CL
w
—j
L6 0
W
STANDARD ELECTRICAL BOX HEIGHTS
C11
TVA
FAN AS .. . ....... . ... .
REQUIRED PER
STATE AND
LOCAL BUILD NG
CODE
221)V;
1P
TO LQHTj
SWITCH
BELOW KEYLESS
LIGHT IN
ATTIC
4 .. .......
ITV
..... . ..... .
'A
TO L 6HT�
REC. PUMP, ed T
$WiTCH
IF REQ. Q 2 c�
ABOVE
30A, ELDC,
SERVICE PANEL
WACrERHEATER
SIZE AND LOCATION
PER BUILDERS
SPECIFICATIONS
AND LOCAL CODES.'
ELECTRIC PETER
TELEPHONE/
TELEVISION
SERVICE BOX
KEYLESS
ft"
GF. DOOR'
OPENER
m:
Yj PV, F I
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
OVER BATH CABINETS OVER KITCHEN CABINETS
SECOND FLOOR PLAN,
114-=V-0- AT 22-X14- LAYOUT .1'-G'ATI1"X17'LAYOUT
NOTES:
LEGEND:
oo
.......... . .....
. ................. ..... . . . . . . ......... .. . .. . . . ........ .... .
..... .......
. . ............. ... . . . .. .. .. .
PROVIDE AND INSTALL ARC FAULT CIRCUIT INTERRUPTERS (AFC5) AS REQUIRED By NATIONAL ELECTRICAL
— -----
Z-1
ODE {NEC) AND MEETING THE REOUIREMEN TS OF ALL GOVERNING CODES.
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.
w ��w M T
.. . . ...................... . .... .... .........
. . .... ......... . .. .
FANJUGHTS IN WET,DAMP "SlUrTABLE FOR
11GIII H—AE
CTuft, IM Ml»
LOCATIONS SHALL BE LABLED WET OR CAMP LOCATIONS.
ELECTRICAL SYSTEMS ARE SHOWN FOR IN -TENT ONLY THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
0
. . ........ ..............
......... .......................... .... ... .... ---- - --------
AW —�.Ix. .1
CK u1'
I,— vttruar
SHALL E RESPONSIBLE FOR PROPER [NSTALLAPONANO PLACEMENT.
CONTRACTOR a
PRO VIDEAND INSTALL LOCALLY CERTIFIED SMOKE DE FECTORS AND COZ DETECTORS As REQUIRED By
NATIONAL FIR E PROTECTION ASSOCIATION (NFPA� AND MEETiNG THE REQUIREMENTS OF ALL GOVERNINC, CODES.
. ....... . .. . .. ... ....
I--
CJ
9—fty
PROVIDE AND INSTALL GROUND FAULT CiRCUIT-INTERRUPTERS 9 ECTRiCAL
E, RLIPTERS (C.171) AS REQUIRED BY NATIONAL EL
- - — ----- - . ................ . - ..... . . . .........
........... . . ....
. . ............ ..... . ..... . .....
CODE tNFC) AND MEETING THE REQUIREMENTS CIAI LGO-VERN.Nr CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK
. ...... . .....
. ...... ....................
......... ......... . ..... ... ....................... . .... . ........... . . . . ..... . ..............
.
HVAC , CONTRACTOR TO VEAtFY THERMOSTAT LOCATIONS.
..... . ..............
ALL ELECTRICAL AND MECHANICAL EOU9PME1JT (FURNACES. AC UNITS, ELECTFI;CAI PANELS, SANITARY SUMP PITS.,
. . . . .............. ....
DRAIN TILE SUMP, AND WAI ER HEATERS) ARE SUBJECT TO RELOCAT.ON DUE TO FIELD CONDITIONS
PROVIDE PER
. ..............
POWER. LIG14T AND SWITCH AS REQUIRED FOR AT T;C FURNACE CODE AND MANUFACTURER'S
...............
PROV AND INSTALL LOCALLY CERTIFIED SMOKE OETECTORS AND CO2 DETECTORS. UNITS MUST or-
I'Ar ,DW ED, INTERCONNECTED AND PROVIDE BATTERY BACKUP
I — .
EXTERIOR W,P. OUTLET REOURED NEAR AiC CONDENSER (NOT SHCIWN)
............. . ...... .................. . . . ....... ........ . . . . . . . .................... . . .. ...................... ....
FIRST FLOOR PLAN'O'
.4' = V-,T AT 22'X34'LAYOUT V4W AT 11 X 17- LAYOUT
DISHWAS-ER
DISPOSAL
MICROWAVE
SERVICE
PANEL
ISSUE DATE:
05,05.2022 FOR
... . ..... ... ... . ....
REVIEW
REVISIONS:
These drawings are the,
property of Starlight
Homes and are not to be
utilized for construction, or
copied in past or in whole
without pownission Iron
the builder. �2022
Starlight Homes
LAST REVISION
........ . ..... .. . .............. .. . . . . ....... .....
LAST SAVED BY:
/0' 0" 3
:.................N K. _..._.......................... _--
........
These drawings are the
PATIO SLAB....__.
N_
— —
property of Starlight
Homes and are not to be
utilized for construction, or
copied in part or in whole
PLAN 1386,the
without permission from
builder. ;' 2022
.
LOT 14
starlight Homes
—
--- - --
ELEV 0LAST
—
REVISION
�xkVOO SAV�rq`�,:'Y�`S
`i
10
— _
Ca �I � r
LU
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t' GARAGE
M SLAB "
Q�N
NOTES: FIRE PARTITION/
FIRE BARRIER LEGEND
REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE ----- --- _-
--.___...... _... ... _..--......_-............................... ......_.-............
.....__-.-...................-_-.__
PROTECTION DETAILS.
2- HOUR DWELLING
REFER T4 LARGER iND€V€DUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL
TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE.
THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY WATER CONNECTON
REFER TO CIVIL ENGINEERS DRAWMS FOR ALL BUILDING LOCATIONS -
ANDPADHEIOHTS � r9\' -SEWER CONNECTION
FIRST FLOOR PLAN 5-PLEX
.......... ...-....... _...
1/4' V0- AT r'XM' LAYP.A7T 1Y0" y I OAT i I"X 1 Z" LAYOUT
'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK TRANSFORMER iT
ISSUE DATE:
05,05,2022 FOR
REVIEW
_.._ ................._---............................
REVISIONS:
These drawings are the
property of Starlight
Home, and are not to be
utilized for construction, or
copied in part or ;n whole
without pw nissson from
the bui der. 6" M2
Starlsg"t Homes
LAST REVISION
Wao_
Z
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CL
0
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BUILDING CODE FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (=)
MINIMUM ROOF LOADING:
TOPCHORDLIVELOAD:
LESS THAN 4/12 PITCH 20 PSF
4112 PITCH OR GREATER_16 PSF
TOP CHORD DEAD LOAD:
METAL OR SHINGLE 7 PSF (REFER TO NOTE 1)
CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1)
1. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURER'S WRITTEN
SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS
REQUIRED.
BOTTOM CHORD LIVE LOAD:
UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF
UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF
HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SWANG DOOR 30 PSF
ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS
DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1
BOTTOM CHORD DEAD LOAD 10 PSF
MINIMUM FLOOR LOADING
TOP CHORD LIVE LOAD:
RESIDENTIAL FLOOR 40 PSF
GAME OR GATHERING ROOMS_60 PSF
STAIRS 40 PSF
DECKS 40 PSF
BALCONIES (LESS THAN 100 SF) ___SO PSF
BALCONIES 100 PSF
TOP CHORD DEAD LOAD:
CARPET, VINYL, OR WOOD 10 PSF
CERAMIC TILE 10 PSF (REFER TO NOTE 2)
2. TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO
A 231324NCH OSS SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA
HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR
SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE
ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN
241NCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION.
BOTTOM CHORD LIVE LOAD OPSF
BOTTOM CHORD DEAD LOAD 5 PSF
GUARDS AND HANDRAILS:
CONTINUOUS LOAD 50 PLF
MAXIMUM POINT LOAD 200 LISS
IN -FILL COMPONENTS 50 PLF
DEFLECTION CRITERIA
ROOF RAFTERSRRUSSES
LIVE LOAD L / 240
TOTALLOAD L1240
FLOOR JOISTS/TRUSSES
LIVE LOAD L 136D (REFER TO NOTE 3)
TOTALLOAD L / 240 (REFER TO NOTE 3)
3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO
FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS, FOR TILE FLOORING, REFER TO THE
TCRA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE
CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND
CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR
MEMBERS ARE REQUIRED.
WALLS
WIND LOADS WITH PLASTER OR STUCCO FINISH _L 1360
WIND LOADS OATH OTHER BRITTLE FINISHES L 1240
WIND LOADS WITH FLEXIBLE FINISHES 1,1100
DIFFERENTIAL OEFLECI10lL
THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN
ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE
DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24-O.C_ THE
ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE
FOLLOWING VALUES:
ROOF RAFTERS/TRUSSES SPACED AT 24'O.C.
LIVE LOAD L1240: 0.20' MAX DIFFERENTIAL DEFLECTION
TOTALLOAD L/180: 0.27'MAX DIFFERENTIAL DEFLECTION
FLOOR JOISTSITRUSSES SPACED AT 24' O.C.
LIVE LOAD L 1360: 0.13' MAX DIFFERENTIAL DEFLECTION
TOTAL LOAD L1240: 0.20'MAX DIFFERENTIAL DEFLECTION
ABBRMATIOW
A.B. ANCHOR BOLT
A/C AIR CONDITIONER INT. INTERIOR
A.F.F ABOVE FINISHED FLOOR MAX MAXIMUM
A.H.U. AIR -HANDLER UNIT MCD MONTA CONSULTING & DESIGN
ALT. ALTERNATE MIN. MINIMUM
A.T.R. ALL THREAD ROD MONO. MONOLITHIC
BCOL. BOTTOM CHORD DEAD LOAD MPS' MILLION POUNDS /SQUARE INCH
BRG. BEARING NO. NUMBER
CANT. CANTILEVER N.T.S. NOT TO SCALE
t CENTER LINE O.C. ON CENTER
C.J. CONTROL JOINT OPT. OPTIONAL
CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT
CONT. CONTINUOUS PLT. PLATE
D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT
DIX DIAMETER PSI POUNDS PER SQUARE INCH
EA EACH P.T. PRESSURE TREATED
ELEC ELECTRICAL READ REQUIRED
ELEV ELEVATION RM. ROOM
E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING
E.W EACH WAY SCL STRUCTURAL COMPOSITE LUMBER
EXT. EXTERIOR SGD SUDING GLASS DOOR
FBC FLORIDA BUILDING CODE SUM. SIMILAR
F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR
FUR. FLOOR SQ. FT. SQUARE FOOT/FEET
FND, FOUNDATION SUB SUB -CONTRACTOR
F.R. FIRE RATED SYP SOUTHERN YELLOW PINE
FT. FOOT/FEET TCDL TOP CHORD DEAD LOAD
FTG. FOOTING TCLL TOP CHORD LIVE LOAD
F.V. FIELD VERIFY T.O.M. TOP OF MASONRY
GALV. GALVANIZED TOW TOP OF WALL
G.C. GENERAL CONTRACTOR TRANS. TRANSOM
OT. GIRDER TRUSS TYP. TYPICAL
GYP. GYPSUM U.N O. UNLESS NOTED OTHERWISE
HDR. HEADER VERT_ VERTICAL
MGT. HEIGHT W/ WITH
HORIZ. HORIZONTAL W/VF WELDED WIRE FABRIC
I.L.O. IN LIEU OF
WIND CODE:
ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE,
RESIDENTIAL, 7M EDITION (2020)
WIND DESKlt4 IREOUIREMENTS:
RISKCATEGORY
BUILDING TYPE VB
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) log mph
WIND EXPOSURE C
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT 0.18
MAXIMUM MEAN ROOF HEIGHT 30 I
VELOCITY PRESSURE COEFFICIENT 0.98
BASIC VELOCITY PRESSURE 41.3 P%1
4 k
4 4
O ZONE 4 a = 4 FEET FROM ALL EXTERIOR
® ZONE 5 CORNERS PER FBC-R301 2(7)
ROOF SHEATHING & NAILING'
COMPONENT AND CLADDING DESIGN PRESSURES
WINDOWS AND DOORS
EFFECTIVE
WIND AREA
(SQUARE FEET)
ZONE4
PRESSURES
(PSF)
ZONES
PRESSURES
(PSF)
0 - 19I?
+29.2 .31.7
+29.2 -39.1
20-4911'
+27.9 -30A
+27.9 -36.5
50-99A?
+26.2 -28.7
+26.2 -33.0
1 o0 -199 ft +24.9
-27.3
+24.9 -30.4
200+1?
+23.5 .26.0
+23.5 .27.8
147' x V-0" GARAGE DOOR +25.7 -29.1
7'-X x 16'4Y GARAGE DGOR +24.6 -27.5
SOFFIT PRESSURES +29.2 -39.1
PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY
BY 1,67 TO CONVERT TO ULTIMATE WAND PRESSURES.
ROOF SHEATHING AND NAILING
SHEATHING
ROOF SHEATHING NAIUNG:
ALTERNATE ROOF SHEATHING NAILING.
ROOF PITCH
MINIMUM
EAVE/RIDGE
INTERIOR
ALTERNATE
EAVE/RIDGE
INTERIOR
2,
SPAN
MINIMUM
NAIL
SPACING
SPACING
NAIL
SPACING
SPACING
O
.0
RATING
THICKNESS
TYPE
(EDGE/FIELD)
(EDGE/FIELD)
TYPE
(EDGE/FIELD)
(EDGE !FIELD)
�m
m
4/12&LESS
32f16
15/32"
RSRS-01
6/6
6/6
0.131"x3"
4/6
6/6
GREATER
GREATER
24f16
7/16"
RSRS 01
6/6
//6
0.131"x3"
4/6
6/6
RECOMMENDED
40/20
19/32'
RSRS-03 or
6/6
6/6
0.131"x3"
4/fi
6/6
w wo
(ALL PITCHES)
RSR51M
t-0
ALTERNATIVE
(IF PERMITTED)
32/16
15/32"
RSRS-01
6/6
6/6
0.131"x3'
4/6
6/6
'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301.1 AND DOES NOT
MATCH THOSE OUTLINED IN SECTION R8032. CALCULATIONS CAN BE PROVIDED UPON REQUEST
1_ ALL SHEATHING SMALL BE EXTERIOR EXPOSURE 1 APA RATED
SHEATHING. FOR SHINGLE ROOFS, OSB OR PLYWOOD
(MINIMUM 3PLY) CONSTRUCTION IS PERMITTED. FOR TILE &
METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED
UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN
SPECIFICATIONS.
2. BUILDER SMALL VERIFY MINIMUM ROOF SHEATHING OATH THE
SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS.
3. SHEATHING TO BE PLACED WITH LONG DIMENSION
PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY
CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT
AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO
MORE THAN 24' O.C.
4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH
LESS THAN OR EQUAL TO 4 112, THE BUILDER SHALL USE THE
SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE
STRUCTURE.
5, THE'EAVE/RIDGE'ZONE IS MEASURED 4 FEET FROM THE
PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE
OF RIDGES AND HIPS_
6. EDGE = NAIL SPACING ALONG PANEL EDGES.
7, FIELD= NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE
PANEL FIELD.
8, RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING
THE SPECIFICATIONS IN ASTM F1667.
9. 0.131' X T SMOOTH SHANK NAILS MAY BE USED IF NOTED IN
THE ROOF SHEATHING AND NAILING TABLE. 'N.P.' INDICATES
THAT ALTERNATIVE NAILS ARE NOT PERMITTED.
TLE ROOFS:
1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING
SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF
SHEATHING ONLY WH N PERMITTED BY THE MANUFACTURERS
WRITTEN SPECIFICATIONS. 'N.P' INDICATES ALTERNATIVE
SHEATHING IS NOT PERMITTED FOR THIS PROJECT.
1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING,
WITH A MINIMUM SPAN RATING OF 24116, AND A MINIMUM
THICKNESS OF 7/16" OSB OR PLYWOOD (MINIMUM 3 PLY)
CONSTRUCTION IS PERMITTED.
2. PANELS MAYBE LAID PERPENDICULAR OR PARALLEL TO
SUPPORTS.
3. NAIL WITH (1)-ROW0131'x2-lrr NAILS AT TO C. AT EDGES,
AND 6' O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPI2
BLOCKING AT ALL SHEATHING JOINTS.
EXTERIOR WALLS:
REFER TO DETAIL WF10 FOR MORE INFORMATION.
FASTENERS:
REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO
FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER
SHEATHING APPLICATIONS SHALL BE 0.131' x 2-12" OR RSRS-03
NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENTTO
HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED
WOOD SHALL BE HOT -DIPPED ZINCCOATED GALVANIZED STEEL.
THE COATING WEIGHTS SMALL BE IN ACCORDANCE WITH ASTM
A153.
APA RATED SHEATHING NOTE:
SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL
UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS
OF A PITCH CHANGE. BLOCKING TO BE 2,4 SYP 02, NAILED AT
EACH END WITH (3H 0.131' x 3" TOE -NAILS.
INTERIOR ZONE
EAVE/RIDGEZONE
a =4 FEET FROM ALL
EAVES AND RIDGES
PER FBGat301.2(/) I- I-
Q'/ T . c �r
STANDARD NAIL SCHEDULE
STANDARD NAIL
GENERAL DIAMETER/
HEAD DIAMETER
LENGTH
8d
0.131"x2}
.291'
10d
0.148' x 3'
.312'
.131"x3"GUN NAIL
0A31'x 3'
.251'
12d&1W SINKER
0.148'x 3}'
.312'
red
0.162" x 3t
344'
(RSRS-01)RINGSHANK
oll-x2f-
(RSRS-03) RING SHANK
0.131'x2}'
.281'
(RSR54M) RING SHANK
0.120' x 3'
.261'
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED
AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND
LENGTH INDICATED.
2, CONNECTORS MAY USE DIFFERENT NAIL LENGTHS.
MINIMUM NAIL LENGTH PER CONNECTOR IS RED, IF LONGER
NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT
EXTEND THRU THE MEMBER ITS BEING ATTACHED TO.
3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE
SPECIFIED PER CONNECTOR MANUFACTURER
4. ALL NAILS TO MEET ASTM F1667.
INDEX OF DRAWINGS
I SHEET I SHEET TITLE I
S1
STRUCTURALCOVER
S1.1
STRUCTURAL NOTES
S2
FOUNDATION PLAN
S2.1
FOUNDATION PLAN
S3
FOUNDATION DETAILS
S4
NOT USED
S5
FIRST FLOOR FRAMING PLAN
S6 I MODEL SPECIFIC DETAILS
I SD5 I TWO STORY DETAILS I=
PW1
U373 WALL ASSEMBLY
PW2
U336 WALL ASSEMBLY
PW3
NOT USED
PW4
U347 WALL ASSEMBLY
PW5
V344 WALL ASSEMBLY
SDWC
I SDWC DETAILS
SDWF SDWF DETAILS
WP1 WALL PANEL FRAMING DETAILS
ST1 GENERAL STAIR DETAILS
MASTER UPDATES
I NUMBER I DATE I DESCRIPTION I INTIALS I,'
1 1 1 2/24/2023 1 CREATED 5-UNIT BUILDING TYPE 'A' PER TYTH-BLDG 2 (BFS) IDP 1'.
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INSWING DOOR RECESS NOTE:
INSWING DOORS WITH COVER (MIN 5FT RADIUS IN
ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT
NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN
FOUNDATION NOTES:
1 PROVIDE MIN. BMIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED
MIN. 8' AND SEALED. REFER TO PBGR CURRENT EDITION SECTION R506.2.3 FOR
/
COVER IS NOT MET IN ANY DIRECTION, A RECESS IS
REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP.
REQUIRED LOCKTIONS
'THICK2500PSICONC.SWBW6x
j
RECESS DETAIL. INSWING DOORS WITH NO COVER
REQUIRE A RECESS
2 MOMME l .4,M.4WA'LDEDWRE
FABRIC (WWF), PLACED IN MIDDLE TO UPPER IMOFSLABDEPTH OVER 6
MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY RE USED ILO
WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH
IN CURRENT CODE EDITION).
3, CONSULT MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR
1388-NR 1387-BR I 1396-A 113WKR 13
SILLS. INSWNG DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR
BUILDING KEY
SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS HOT MET
IN ANY DIRECTION, A RECESS IS REO'D & CONTRACTOR TO FOLLOWTHE TYP.
RECESS DETAIL, INSWING DOORS WITH NO COVEN REQUIRE A RECESS
4. EXTERIOR SLABS SHALL SLOP EI/B-PERFDOTAWAYFROMHOUSE,
5. CONTROL JOINTS(IFSHOWN) ARE NOT MaD BYGODE BUTARESUGGESTED
(ESPECIALLY WHEN USING FIBER MINE CONC.) CONTROL JOINTS TO BE SAW
CUT A DEPTN OF 1l4- OF THE THICKNESS OF THE SLAB. RUCUT WAPPROVED
JOINT MATERIAL OR USE ALTERNATE APPROVED METH-
S. MECHANICAL EQUIP. LOCATIONS WLL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
7. FOUNDATIONSANDSUPMRTSF-0Lm]0ORMECHMICAL
SYSTEMS SHALL BE RAISED AT LEAST 7 ABOVE THE FINISHED GRADE -
ANDSHALLALSOCONFORMTOTHEMANUFACTURERS NSTALLATON
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INSTRUCTIONS.
8. NO WOOD STAKES PERMITTED IN FOUNDATION. -•
ION
9. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWM.-I
H
SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP
LOCATIONS IF REQUIRED
An
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99'8
la-10" (2-STORY FTG)
20'-0" (2-STORY FTC)
20'4Y' (2-STORY FTG)
20'-0- (2-STORY FTG)
312
10'47 7-6 12
512
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11'-7' (2STORY FTG) 51/4' T-9 12 (2-STORY FTG)
1'-11 12
11`9-12STORY FTG)
8 3/4' 1'-1 3/4' 1'-1 3N' 8 3/4' 1'S
8'-3' (2-STORY FTG) 8'-3' (2-STORY FTG)
12 1'-11 12
1 V9- (2-STORY FTG)
1'-11 12 1'S 12
11'-9' (2-STORY FTG)
8 3/4" V-1 314"
8'S' (2-STORY FTG)
512
99'J3'
10, SEE DETAIL TABLE MW8 ON S1 A FOR REQUIRED STEEL BENDS AND LAP
SPLICE. SEE on MF09 AND MFIO ON W FOR STMDMO FOOTING STEP
DOWN AHD CORNER IHFORIMTKIN.
11. ANY EQUIPMENT AND/OR APPUMCES HAVING AN IGNITION SOURCE SMALL
BE ELEVATED A MIN OF 18'. CONTRACTOR TO PROVIDE SUCH PLATFORM W
EITHER NASONRYOR HOOD CONSTRUCTION
12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2.0
PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION
REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR
EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACTTHE
ENGINEER PRIOR TO FOUNDATION FOUR FOR VERIFICATION OF FOUNDATION
DESIGN. SOIL TOM FREE OF ORGANIC MATERI L AND COHESIVE SOILS,
COMPACTEDIN17LIFTSTOATLEAST95%OFMAXDRYDENSIT M
DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN
DESIGNED FOR A MINIMUM SOIL BEARING GIPACITY OF 2000 PSF.
13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINEW REQUIRED COURSES FOR STEMWALL FNDATIONSEESTEMWILLLCHART
FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF
STEMWALI. IF CHART IS NOT PROVIDED. CONTACT FOR TO REVIEW AND
PROVIDE
11, IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE
HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE �RTOP-
CONTACT E.O.R. PRIOR TO CONSTRUCTION
15. ALL FOUNDATION PADS !MERE SHOWN ON THE BELOW FOOTING
- SCHEDULE SHALL BE INSTALLEDWHERETHE DEPTH OFTHE
FOOTING WILL SE MEASURED FRON THE LOWEST SLAB ELEVATION
MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION
PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE
CONDITIONS MOOR LOCATIONS, CONTRACTOR TO FIELD VERIFY
ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT
REQUIREMENTS ME MET.
16. FIELD TOVERIFYALLGMLINEANDPLUMMNGLOCATIO MORTO
POURING SLAB.
FOOTING SCHEDULE
17x12Y17 dp w/ #5's EQUALLY SPACED EA.
O WAYMIN.7 HORQ.CLEARMCEBETWEEN MIN(2)85E.W
BARS & T MIN. COVER TO EDGE OF CONC.
t7x24Y/7 tlp W #5's EQUALLY SPACED EA. 24- SIDE Q3- O.C. & MIN
to WAYMIN.7 HORQ.CLEARANCE BETWEEN (3)AS PARALLEL TO 17
BARS&3'MIN COVER TO EDGE OFCONC. SIDE 'IOC.
21' 24'k174pw/#6sEQUALLYSPACEDEA.
O WAY MIN 7 HORQ. CLEARANCE BETWEEN MIN (3) # 5 E W
BARS &7MIN. COVER TO EDGE OF GONG.
38' 2& 17 dP w/ W. EQUALLY SPACED EA.
2.3 WAY MIN. 7 HOR V. CLEARANCE BETWEEN I MIN (4) 4 5 E W
1 <2.5> 1 WAY MIN.7 HORQ. CLEARANCE BETWEEN I MIN (4) # 5 E. W. IO
2.6
WAY MIN.7 HCRR. CLEARANCE BETWEEN
MIN (5)# 5 E W O
BARS& 7 MIN. COVER TOEDGE WCONC.
z
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38'k36 1k 11w/#5'sEQUALLVSPACEDEA.
WAY MIN.7 HORQ. CLEARANCE BETWEEN
MIN (5) # 5 E W U
BARS & T MIN. COVER TO EDGE OF CONC,
O
47k 17 Op 1#51 EQUALLY SPACED EA,
3.5
WAY MIN 7 H011Q CLEARANCE BETWEEN
MIN (6) # 5 E W T
BARS&T MIN COVER TO EDGE OF CONC.
42'Y42'k 16" Cp w/ #Ss EQUALLY SPACED EA
WAYMIN 7HORQ.CLEARANCEBETWEEN
F
MIN (6)#5E.W.
BARS& T MIN. COVER TO EDGE OF CDNC.
U
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d8148'k 17 tlp w/ #9s EGALLY SPACED EA.
WAYMIN.2'HORIZ.CLEARMCE BETWEEN
MIN (7)05 E.W o
BARS& 3' MIN. COVER TO EDGE OF CONC.
4 4IIN I 4p w/#Ss EQUALLY SPACED EA.
OA
WAY MN.7 HOR Z. CLEARANCE BETWEEN
MIN (7) # 5 E W
BARS& 7 MIN. COVER TOEDGE WCONC.
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4.3
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MIN(7)05EW
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5IN54N24" tlp w/#5• EQUALLY SPACED FA.
WAY MIN.7 HMO. CLEARANCE BETWEEN
MIN (9) # 5 E W
BARS& 3' MIN. COVER TO EDGE OFCONC.
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1386-NR LOT 10 1386-BR LOT 11 1386-A LOT 12 1386-KR LOT 13 =11_0" - o 02
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
/
13WNR
1307-813
1 1386-A
1386-KR
1386-0
BUILDING LEY
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l 1B-10- (2STORY FTG)
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9'S t/7 1G.0'
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FABRIC OR FIBER MESH
AS INDICATED IN
FOUNDATION NOTES#2
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5 ! - L
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2
7•-11M• B•a'
81M' 1'-91rI 1'-912
T-912(2-STORY FTG) 11•-7• (2STORY FTG)
INSNANG DOOR RECESS NOTE:
FOUNDATION NOTES:
INSW NG DOORS WITH COVER (MIN 5FT RADIUS IN
ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT
1. PROVIDE MIN.6 MIL. APPROVED VAPO0. BMRIER. ALL JOINTS TO BE LAPPED
NEEDTO HAVEARECESSATTHE SLAB. IFTHE MIN
MIN. 6•AND SEALED. REFER TO FSC-R CURRENT EDITOR SECTION R5062.3 FOR
COVER IS NOT MET IN ANY DIRECTION, ARECESS IS
REQUIRED LOCATIONS
REQUIRED AND CONTRACTOR TO FOLLOW THE TYP.
2 PROMO 1Q'THICK2 PBICONGSLABWBx&xYW.mW AWELDEDWRE
RECESS DETAIL. INSWING DOORS WITH NO COVER
FABRIC(VANE), PLACED IN MIDDLE TO UPPER- OF SLAB DEPTH OVER
REQUIRE A RECESS
MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO
WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH
IN CURRENT CODE EDITION).
3. CONSULT W MAN. SMCIFCATIONS PRIOR TO POURING OR RECESSING DOOR
SILLS. INSWNG DOORS WITH COVER (MIN SFT RADIUS IN ALL DIRECTIONS FOR
SIDES OF DOOR) 00 NOT HEED A RECESS AT SLAB. IF MIN COVER 6 NOT MET
IN ANY DIRECTION. A RECESS M REO-D & CONTRACTOR TO FOLLOW THE TW.
RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS
4. EXTERIOR SLABS SHALL SLOPE I W PER FOOT AWAY FROM HOUSE.
S. CONTROLJOINTS(IF SHOWN)ARE NOT REQD BY CODE BUT ME SUGGESTED
(ESPECIALLY WIZEN USING FIBER REINF. CONC.) CONTROL JOINTS TO SE SAW
CUTADEPTHOFI/ OFTHETHICKNESSOFTHESLABFILLCUTWAPPROVED
JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD.
S MECHANICAL EQUIP. LOCATIONS WLL SE DETERMINED BY
COMMUNITY & COUNTYCOMS.
7. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3• ABOVE THE FINISHED GRAM
AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION 1
INSTRUCTIONS.
8. NO WOOD STAKES PERMITTED IN FOUNDATION.
8. PENDING SITE CONDITIONS. FOUNDATION 1-HAVE TO BE STEPPED
SEE SHEET S ADDITIONAL INFORMATION. OC TO DETERMINE STE
LEGATEESREQUIRED
IF
10, SEE DETAIL TABLE MMON SIA FOR REQUIRED STMLMNDS AND LAP
SPLEE. SEE OTL MFOB AND MF100N S3 FOR STANDMD FOOTING STE
DOWN AND CORNER INFORMATION.
11. AN V EQUIPMENTANDIORAPPLIANCESHAVINGMN NRKINSWRCESHALL
SE ELEVATED A MIN OF 18'. CONTRACTOR TO PROVIDE SUCH PLATFORM 4
EITHER MASONRY OR WOOD CONSTRUCTION
12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACT
MF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION
REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEETOR
EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE
ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION
DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
COMPACTED IN 12- LIFTS TO AT LEAST SS%OF MAX. DRY DENSDYAS
DETERMINED BY ASTM - D1S57 ( MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PUN HAS BEEN
DESIGNED FOR A MINIMUM SOIL SEARING CMAOTYOF 200D MF.
13. PENDING SITE CONDITIONS, IF STEVWALL IS REQUIRED, G C_ TO DETERMINE
REQUIREDCQURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART
FOR REQUIRED REINFORCEMENT AND FOOTING SEES PENDING DEPTH OF
STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW AND
PROVIDE
14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE
HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -STM-
CONTACT E O.R. PRIOR TO CONSTRUCTION
15. ALL FWNDATION PADS MERE SHOWN ON THE BELOW FOOTING
SCHEDULE SHALL BE INSTALLED WMERE THE DEPTH OF THE
FOOTING WLL BE MEASURED FROM THE LOWEST SLAB ELEVATION
MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION
PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE
CONDITIONS MOTOR LOCATIONS. CONTRACTOR TO FIELD VERIFY
ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT
REQUIREMENTS ME MET.
18. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO
POURING SUB.
FOOTING SCHEDULE
12'Y17x12• dp w/#5'e EQUALLY SPACED EA.
N-i J
WAY MIN. 7 HORIZ. CLEARANCE BETWEEN
MIN (2)#5 E.W.
BARS& 3- MIN. COVER TO EDGE OF CONC,
dp w/ #Se EQUALLY SPACED EA.
2p SIDE Q3- O.C. B MIN
1A
WAY IN CLEARANCE BETWEEN
WAY MIN.
(3)15 PARALLEL TO I7
..
BAR58TMIN.COVER TO EDGE OFCONC.
& r
SIDE 9W OC.
11• dp w/ #Se EQUALLYSPACED EA.
O24W,1i
WAYMIN.7 HORIZ. CLEARANCE BETWEEN
MIN IS) # 5 E.W.
BARS & T MIN. COVER TO EDGE OF CONC.
2B•x28' 17 dp w/#Se EQUALLY SPACED EA
2.3
WAY MIN. 7 HOR(Z. CLEARANCE BETWEEN
MIN (4)#S E.W.
BARS & 3' MIN. COVER TO EDGE OF CONC.
30113 JTdpw/45'e EQUALLY SPACED EA.
2.5
WAYMIN.7 HORQ.CLEARANCE BETWEEN
MIN (4)#5 E.W.
BARS & T MIN. COVER TO EDGE OF CONC,
32' 32'Y17dpw/#5'e EQUALLYSPACEDEA.
2.6
WAYMIN. 7 HORQ. CLEARANCE BETWEEN
MIN (5) # 5 E W.
BARS & T MIN. COVER TO EDGE OF CONC.
38'x361117 dp w/ #5e EQUALLY SPACED EA.
O
WAV MIN. 7 HORIZ. CLEARANCE BETWEEN
MIN (5)#5 E.W.
BARS & T MIN. COVER TO EDGE OF CONC.
4214 17 dP 110151 EQUALLY SPACED EA,
3.5
WAY MIN. 7 HORIZ. CLEARANCE BETWEEN
MIN (6)#5E.W
BARS & T MIN. CCVER TO EDGE OF CONC.
4YY421x 16'dp-l# EQUALLYSPACEDEA.
®
WAY MIN.7 HMIZ. CLEARANCE BETWEEN
MIN (6) 1115 E W
BARS d T MIN. COVER TO EDGE OFCONC,
4 481117 dp w/#Se EQUALLY SPACED EA,
O
WAYMIN.7 HORIZ.CLEARANCE BETWEEN
MIN(7)#5E.W.
BARS & 3• MIN. COVER TO EDGE OF CONC.
08'Y48"I118' dP w/#5'e EQUALLY SPACED EA,
4A
WAY MIN. 7 HORQ, CLEARANCE BETWEEN
MIN (/)#5E.W.
BARS & T MIN. COVER TO EDGE 6 CONC.
48'k48121' dp w/ #Se EQUALLYSPACED EA
46
WAYMIN.2'HCRQ. CLEAMNCE BETWEEN
MIN (8)#SEW
BARS & T MIN, COVER TO EDGE OF CONC.
52XS7x17 dp w/ Ile, EQUALLY SPACED EA.
4.3
WAY MIN. 2• HORIZ. CLEARANCE BETWEEN
MIN (7)#5 E.W
BARS & T MIN, COVER TO EDGE OF CONC.
5 NUN16• dp wl#5E EQUALLY SPACED EA.
4.5
WAYMIN.7 HORQ.CLEARANCEBETWEEN
MIN (8)#5E.W
BARS & T MIN. COVER TO EDGE OF CONC.
54•x54'Y24-dp w/#Se EQUALLY SPACED EA
®
WAY MIN.7 HORIZ. CLEARANCE BETWEEN
MIN (B) # 5 E W
BARS & T MIN. COVER TO EDGE OF CONC.
�'N60'x16' dp wXS'e EQUALLY SPACED EA.
O
WAY MIN. 7 HORQ. CLEARANCE BETWEEN
MIN (9)05 E.W
BARS d T MIN. COVER TO EDGE OFCONC.
dP wWS EQUALLY SPACED EA.
0BB'k8SNIS'
0WAY
MIN. 7 HERD:. CLEARANCE BETWEEN
RARCAa MIN C FRTO FOGFOFCONC
MIN (10)05EW
1386-0 LOT 14
- - FOUNDATION PLAN
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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