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INDEX
<br />LOT 10 - PULSAR'NR'
<br />FLO 1JO
<br />14
<br />SLAB PLAN '
<br />FL 1 �ii
<br />ri GCrR PLAN N'
<br />FL III I
<br />FLOOR PLAN OPPONS
<br />FL 4.11
<br />SECTIONS
<br />FL5 it
<br />ELEVATIONS N'
<br />FL 6' 13.10
<br />ROOF PILAN'N
<br />FL 6. 11
<br />UTILITY PLANS
<br />LOT 11___
<br />PULSAR BR'
<br />F' .01.1
<br />SIAS PLAN'B'
<br />FIL 1.2
<br />F LOOR PLAN 13'
<br />FL 1.21
<br />Fz LOOR PLAN OPTIONS
<br />FL 4.2
<br />SECTIONS
<br />FL&2
<br />ELEVATIONSIa'
<br />Ft.. 513.1
<br />ROOF PLAN*6
<br />FL 6.2
<br />UTILITY PLANS'ff
<br />LOT 12 - PULSAR 'A'
<br />F1 .0'
<br />SLAB PLAN N
<br />FL IA
<br />FLOOR PLANA'
<br />I'Ll 1A
<br />F` 009 PLAN OPTIONS
<br />FL I� I
<br />SECTIONS
<br />Ft. 5.1
<br />ELEVATIONS A!
<br />FL513
<br />ROOF PLAN'A'
<br />FL &I
<br />UTILITY PLANSW
<br />LOT 13 - PULSAR'KR'
<br />FL 0 1,7
<br />SLAB PLANK'
<br />H. 1�8
<br />FI 00-19 PLANK'
<br />FL I SA
<br />FLOOR PLANOFIT!ONS
<br />FL 4-8
<br />SECTIONS
<br />FL 5 8
<br />EFVAIIONS Y'
<br />FL 5 13 7
<br />ROOF PLAN K
<br />FL 6.8
<br />UTILITY PLANSW
<br />LOT 14
<br />- PULSAR'O'
<br />FLO,Al
<br />SLAB PLAN Cr
<br />FL t.i2
<br />Ft _004 PLAN''
<br />FL 1, 12.1
<br />Fz OCR PLAN OPTIONS
<br />FL 4,12
<br />S'CTIMS
<br />I'L 5.12
<br />ELEVATICINS"O
<br />FL 5 1 * 311
<br />RO`_)F PLAN 0'
<br />FL 6,12
<br />UTU" PLANS'O'
<br />5-PLEX BUILDING .A --
<br />A 0 ' IA
<br />SLAB PER METER PLAN 9 PLEX
<br />A 1.1
<br />FIRST FLOOR PLAN9 PLEX
<br />A 2.1
<br />SECOND FLOOR PLAN PLEX
<br />A51
<br />ELEVAT:oNs 9 rL-x
<br />ASI i
<br />ELEVATIONS 9-PLEX
<br />A 51
<br />F.3 L EVATIONS 9-PLEX
<br />A 5.1.4
<br />ROOF PLAN 9 PLEX
<br />DETAIL SHEETS
<br />DI
<br />DETM 5
<br />D 2
<br />DETAILS
<br />0.3
<br />I
<br />L
<br />'ETA::S
<br />D-I
<br />DETAIL'S
<br />DE TM-S
<br />GENERAL NOTES:
<br />1. 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 />2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHkVA MPS.
<br />3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.
<br />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
<br />ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES,
<br />5, CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.
<br />6, IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE.
<br />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
<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 />9. 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 />10, 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 1;2 INCH 11 GAUGE NAILS HAVING A 7116 INCH
<br />HEAD, OR 718 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 />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
<br />SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED,
<br />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, -
<br />7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS. CODES, AND ORDINANCES.
<br />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
<br />MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44'ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
<br />14. 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 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
<br />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
<br />IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1,
<br />15- TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBCIR), SECTION R318 AND ALL
<br />RELATED SUB SECTK)NS,
<br />16, 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 IMPROVEMENT S. INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, '
<br />TELEPHONE LINES, COMMUNITY AND i 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 ADVANCE' , 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 OWNERS UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE
<br />MANNER.
<br />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
<br />ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S 1NS1 ALLATION INSTRUCTIONS AND ALL SUPPORTING
<br />DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED.
<br />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
<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 21,2 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 />19. 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 WAI ER 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 />20. 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 />21, 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 MIA) 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 INC14ES (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 />APPLICABLE PROVISIONS OF SECTIONS N11411,3.
<br />TYSON
<br />5-PLEX A
<br />LOTS 10- 1 114-F
<br />PLAN 1386 PULSAR SF
<br />NAME AREA
<br />FLOOR .588 5F
<br />40 FLOOR .798 SF
<br />GARAGL SF
<br />PQRCri KSF
<br />PATIO I COV, PORCH 80 SF
<br />,NHEATED -33d SF
<br />TOTAL BUILDING SF
<br />. .. . ... .. .......
<br />NAME AREA
<br />.... . .......
<br />F;RS7 FLOOR 3026 SF
<br />SECOND _F L OOF, 4'1?2 SF
<br />HEATED 7098 SF
<br />GARAGE III II SF
<br />PORCH 156 SF
<br />.......... .....,." .. ..... ... ... . ......
<br />PATIO! COV. PORCH 400 SF
<br />UNHEATED 1567 SF
<br />ISSUE DATE:
<br />05.05,2022 FOR
<br />REVIEW
<br />REVISIONS:
<br />These drawings are the
<br />property of Sta"lig'.41:
<br />Holies and at c not to be
<br />utilized for construction, or
<br />copied inD It or inwry
<br />ole
<br />w4hout permission trom
<br />the. builder. ,: 2022
<br />Starlight Homes
<br />.. . ..... ....
<br />LAST REVISION
<br />w......... . . 4
<br />--L ILACT CAW0143441. 1/1
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