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INDEX �
<br />91
<br />LOT 23 - PULSAR 'NR'
<br />FL 0.1. 10 SLAB PLAN'N'
<br />FL
<br />FLOOR PLAN'N'
<br />^
<br />;.1
<br />FL 1.11.1
<br />FL 11 4.
<br />FLOOR PLAN OPTIONS
<br />SECTIONS
<br />FL 5.11
<br />FL 5.13.10
<br />ROOF PL
<br />ROOFPELEVATION'N'
<br />6.11 UTILI LAN
<br />'MR'
<br />`
<br />kQ 1
<br />\�L/i)�
<br />LOT
<br />L
<br />PULS'M
<br />24 - PULSAR
<br />FL 0'1.9
<br />SLAB PLAN'M'
<br />FL 1.10
<br />FLOOR PLAN'M`
<br />FL 1.10.1
<br />FLOOR PLAN OPTIONS
<br />FL4.10
<br />SECTIONS
<br />FL 5'10
<br />ELEVATIONS'M'
<br />FL 5.13.9
<br />ROOF PLAN'M'
<br />FL 6.10
<br />UTILITY PLANS'M'
<br />LOT 25 - PULSAR 'S
<br />FL 0.1.6
<br />SLAB PLAN'J'
<br />FL 1.7
<br />FLOOR PLAN'J'
<br />FL 1.7.1
<br />FLOOR PLAN OPTIONS
<br />FL 4.7
<br />SECTIONS
<br />FL 5.7
<br />ELEVATIONS'J
<br />FL5.13.6
<br />ROOF PLAN'J'
<br />FL 6.7
<br />UTILITY PLANS'S
<br />LOT 26 - PULSAR 'O'
<br />FL0.1.11
<br />SLAB PLAN'O'
<br />FL 1.12
<br />FLOOR PLAN 10'
<br />FL 1.12.1
<br />FLOOR PLAN OPTIONS
<br />FL 4.12
<br />SECTIONS
<br />FL 5. 12
<br />ELEVATIONS 10'
<br />FL 5.13.11
<br />ROOF PLAN ID'
<br />FL 6.12
<br />UTILITY PLANS'G'
<br />4-PLEX BUILDING - A
<br />A 0.1.1
<br />SLAB PERIMETER PLAN 4-PLEX
<br />A 1.1
<br />FIRST FLOOR PLAN 4-PLEX
<br />A 2.1
<br />SECOND FLOOR PLAN 4-PLEX
<br />A 5.1
<br />ELEVATIONS 4-PLEX
<br />A 5.1.1
<br />ELEVATIONS 4-PLEX
<br />A 5.1.3
<br />ELEVATIONS 4-PLEX
<br />A 5.1.4
<br />ROOF PLAN 4-PLEX
<br />DETAIL SHEETS
<br />D-1 DETAILS
<br />D-2 DETAILS
<br />D-3 DETAILS
<br />D-4 DETAILS
<br />D-5 DETAILS
<br />`'"1
<br />ALL WOW .'ii,1? SI".<r4L.L
<br />COOS-� �- n t-° 11 W PREVAILING
<br />GCODS
<br />NATIONAL
<br />ANLD T HE GI a Y OPK:I PHYRaILlvS
<br />DRDINANCE,
<br />8.
<br />9.
<br />10.
<br />11.
<br />12.
<br />13,
<br />14.
<br />15.
<br />16.
<br />17.
<br />18.
<br />19.
<br />20.
<br />21.
<br />RZE ; D,A! DATE
<br />GENERAL NOTES:
<br />CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR
<br />JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO
<br />THE BUILDER.
<br />ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHANA MPS.
<br />ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED,
<br />ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL
<br />ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES.
<br />CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.
<br />IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE.
<br />ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES
<br />WHERE APPLICABLE.
<br />ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A
<br />WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC.
<br />THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY
<br />AND SAFE STRUCTURE.
<br />EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND
<br />STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 112 INCH 11 GAUGE NAILS HAVING A 7/16 INCH
<br />HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME
<br />APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET
<br />GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED
<br />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
<br />THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER
<br />FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926.
<br />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
<br />SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED.
<br />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. -
<br />7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
<br />EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW
<br />MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
<br />ASPHALT SHINGLES (IF APPLICABLE):
<br />WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1.
<br />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
<br />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
<br />WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1. FOR ROOF-CLOPES
<br />FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE
<br />IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11.
<br />TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL
<br />RELATED SUB SECTIONS.
<br />UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT SHALL BE IN ACCORDANCE
<br />WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL
<br />EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR
<br />THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES,
<br />TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR
<br />TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS
<br />OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE
<br />MANNER.
<br />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
<br />ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING
<br />DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED.
<br />STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (7.11.4.1 THRU 7.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND
<br />DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION
<br />OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE
<br />EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
<br />FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR
<br />DIRECTIONS, AND AROUND ROOF OPENINGS.
<br />APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY
<br />OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
<br />FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8.
<br />WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
<br />INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
<br />ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT
<br />THE TIME OF APPLICATION FOR PERMIT.
<br />MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION,
<br />OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL
<br />WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
<br />DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26
<br />GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
<br />FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO
<br />CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
<br />AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
<br />COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />APPff�E PROVISION OF SECTIONS M1411.3.
<br />THIS PROJECT MUST COMPLY WITH: 2020 FLO§MA B1RLD NG''y0 SDD (ff�> � L - 7TH I , FLORIDA FIRE
<br />PREVENTION CODE 7TH EDITION (THIS INCLULIE$•TH�` FL (FORM FIRE CODE,
<br />AND 2018 NFPA 101 LIFE SAFETY CODE). NFPA 10, 2018 EDITION, STANDARD FOR PO IRE EXTINGUISHERS. NFPA
<br />13D, 2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN AN TWO-FAMILY DWELLINGS
<br />AND MANUFACTURED HOMES. NFPA 70, 2017 EDITION, NATIONAL ELECTRICAL COD PA h, 2016 EDITION, NATIONAL
<br />FIRE ALARM AND SIGNALING CODE. NFPA 90A, 2018 EDITION, STANDARD FOR THE I TALLATION OF AIR-CONDITIONING
<br />AND VENTILATING SYSTEMS. 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION, 7TH EDITION. 2020 FLORIDA
<br />BUILDING CODE MECHANICAL, 7TH EDITION. 2020 FLORIDA BUIDLING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA
<br />BUILDING CODE FUEL GAS, 7TH EDITION.
<br />OCCUPANCY: RESIDENTIAL - R3 CONSTRUCTION TYPE: VB-PROTECTED, SPRINKLED
<br />TYSON
<br />4-PLEX A
<br />LOTS 23-26
<br />PLAN 1386 PULSAR SF
<br />TOTAL BUILDING SF
<br />NAME
<br />AREA
<br />NAME
<br />AREA
<br />FIRST FLOOR
<br />588 SF
<br />FIRSTFLOOR
<br />2415 SF
<br />SECOND FLOOR
<br />798 SF
<br />SECOND FLOOR
<br />3255 SF
<br />HEATED 1386 SF
<br />HEATED 5670 SF
<br />GARAGE
<br />226 SF
<br />GARAGE
<br />891 SF
<br />POR
<br />132 SF
<br />PORCH
<br />125 SF
<br />PATIO/COV. PORCH
<br />1 80 SF
<br />PATIO /COV. PORCH
<br />320 SF
<br />UNHEATED 338 SF
<br />IUNHEATED 1336 SF
<br />x
<br />C'3
<br />d
<br />V3
<br />ISSUE DATE:
<br />05.23.2022 FOR
<br />REVIEW
<br />REVISIONS:
<br />These drawings are the
<br />property of Starlight
<br />Homes and are not to be
<br />utilized for construction, or
<br />copied in part or in whole
<br />without permission from
<br />the builder. U 2022
<br />Starlight Homes
<br />LAST REVISION
<br />ttltlitlilt�"%Ivl AV ie
<br />WCV N
<br />J V+ LU
<br />a F- >
<br />40 0
<br />SHEET NO:
<br />T-1
<br />
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