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INDEX GENERAL NOTES:
<br />LOT 133 - PULSAR 'OR' DETAIL SHEETS
<br />I .
<br />CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR
<br />FLO.1.11
<br />FLIA2
<br />SLAB PLAN XY
<br />FLOOR PLAN V
<br />D-I DETAILS
<br />D-2 DETAILS
<br />JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO
<br />FL 1.12.1
<br />FLOOR PLAN OPTIONS
<br />D-3 DETAILS
<br />THE BUILDER.
<br />FL4.12
<br />SECTIONS
<br />D-4 DETAILS 2.
<br />ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS.
<br />FL 5.12
<br />FL5.1311
<br />ELEVATIONS V
<br />ROOF PLANVY
<br />M DETAILS
<br />3.
<br />ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.
<br />FLS.12
<br />UTILITY PLANS V
<br />4.
<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 />LOT 134 - PULSAR'KR'
<br />5.
<br />CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.
<br />FLO.I.7
<br />SLA13 PLAWIC
<br />6.
<br />IF BACKFILL EXCEEDS 41� AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE.
<br />FL 1.
<br />FLOOR PLAN 1C
<br />7.
<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 />FL I .:I
<br />FLOOR PLAN OPTIONS
<br />WHERE APPLICABLE.
<br />FL 4.
<br />FL S.:
<br />SECTIONS
<br />ELEVATIONS W
<br />8.
<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 />FL 5.13,7
<br />ROOF PLAN IC
<br />WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC.
<br />FL &a
<br />UTIUTY PLANSIC
<br />9.
<br />THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY
<br />LOT 135 - PULSARV
<br />AND SAFE STRUCTURE.
<br />10.
<br />EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND
<br />FLO.I.9
<br />SLAB PLAN V
<br />STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 lt2 INCH I I GAUGE NAILS HAVING A 7116 INCH
<br />FL 1.10
<br />FLOOR PLAN V
<br />HEAD, OR 7/B INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME
<br />FL 1.10.1
<br />FL 4.10
<br />FLOOR PLAN OPTIONS
<br />SECTIONS
<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 />FL5.10
<br />ELEVATIONS V
<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 />FL5.13.9
<br />ROOF PLAN V
<br />AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTMI C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE
<br />FL 6. 10
<br />UTILITYPLANSW
<br />THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER
<br />LOT 136 - PULSARAR'
<br />FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926.
<br />11.
<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 />FL 0' 1
<br />SLAB PLANR
<br />SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS% ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED.
<br />FL 1A
<br />FLOOR PLAN W
<br />12.
<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 />FL 1 1.1
<br />FL 4'
<br />FLOOR PLAN OPTIONS
<br />ECTI
<br />'LEVA
<br />7TH EDITION (2020). AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
<br />nOMSW
<br />13.
<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 />FL 5.13
<br />ROOF PLAN W
<br />Ih
<br />MUST HAVE A MAX MUM CLEAR OPEN ING HE IGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
<br />FL%l
<br />unuTy PLANSW
<br />14.
<br />ASPHALT SHINGLES (IF APPLICABLE):
<br />LOT 137 - PULSARW
<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 />FL 0. 1.7
<br />SLA13 PLAN'K
<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 />FL 1.8
<br />FL I.&I
<br />FLOOR PLAN IC
<br />FLOOR PLAN OPTIONS
<br />WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE I I OR TYPE IV OR ASTM D 6757 IS REQU IRED IN ACCORDANCE WITH SECTION R905.1 1. FOR ROOF SLOPES
<br />FL 4.8
<br />SECTIONS
<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 />FL 5.8
<br />ELEVATIONS IC
<br />IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1.
<br />FL 5.13'7
<br />ROOF PLAN *IC
<br />15.
<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 />FL SA
<br />MLITY PLANSW
<br />RELATED SUB SECTIONS.
<br />LOT 138 - PULSAR'LR'
<br />16.
<br />UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMI TED 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 />FLOAA
<br />SLAB PLAN
<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 />FL 1.9
<br />FL 1.9.1
<br />FLOOR PLAN 1:
<br />FLOOR PLAN OPTIONS
<br />THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES,
<br />FL 4.
<br />SECTIONS
<br />TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR
<br />FL 5.:
<br />ELEVATiONSU
<br />TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS
<br />FL S. 13.8
<br />ROOF PLAN'L`
<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 />FL 6.9
<br />UTILITY PLANS I:
<br />MANNER.
<br />LOT 139 - PULSARV
<br />17.
<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 />FLOAA
<br />SLAB PLAN'Er
<br />DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED.
<br />FL 1.2
<br />FL 1.2.1
<br />FLOOR PLAN V
<br />FLOOR PLAN OPTIONS
<br />18.
<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 />FL 4.2
<br />SECTIONS
<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 />FL 5.2
<br />ELEVATIONS V
<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 />FL 5.13' 1
<br />ROOF PLAN'S'
<br />EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
<br />FL 6.2
<br />UTILITY PLANS'Er
<br />19.
<br />FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR
<br />LOT 140 - PULSAR'N'
<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 />FLO-1.10
<br />SLAB PLAWN
<br />OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
<br />FLIA I
<br />FL 1.11.1
<br />FLOOR PLAN W
<br />FLOOR PLAN OPTIONS
<br />FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8.
<br />FL4.11
<br />SECTIONS
<br />20.
<br />WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
<br />FL 511
<br />ELEVATIONS W
<br />INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
<br />FL 5.13.10
<br />FL ell
<br />ROOF PLAN W
<br />UTILITY PLANSW
<br />21.
<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 />8-PLEX BUILDING - A
<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 />A 01.1
<br />SLAB PERIMETER PLAN &PLEX
<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 />AO,1,2
<br />A I'l
<br />SLAB PERIMETER PLAN 841LEX
<br />FIRST FLOOR PLAN "LEx
<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 />A 1.1.1
<br />FIRST FLOOR PLAN "LEX
<br />GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
<br />A2'l
<br />SECOND FLOOR PLAN S-PLEX
<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 />A 21_1
<br />A 51
<br />S E=T*
<br />CL =.PLANS`P�
<br />CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
<br />ASAA
<br />ELEVATIONS84UD(
<br />AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
<br />A 5.1.2
<br />ELEVATIONS B-PLEX
<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 />AS.1.3
<br />A 51-4
<br />ELEVATIONS 84`LEX
<br />ELEVATIONS S-PLEX
<br />APPLICABLE PROVISIONS OF SECTIONS M1411.3.
<br />A 5.1 .5
<br />ROOF PLAN S4`LEX
<br />A 5.1.6
<br />ROOF PLAN 8-PLEX
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<br />8-PLEX A
<br />LOTS 133-140
<br />PLAN 1386 PULSAR SF
<br />TOTAL BUILDING SF
<br />NAME I
<br />AREA
<br />AREA
<br />FIRST FLOOR
<br />158B SF
<br />FIRST FLOOR
<br />14M SP
<br />SECOND FLOOR
<br />1798 SF
<br />SECOND FLOOR
<br />165M SF
<br />HEATED 1386SF
<br />HEATED 113W Sr
<br />GARAGE
<br />12M SF
<br />_____T_
<br />IGARAGE
<br />1771 SF
<br />IPORCH
<br />132 Sr
<br />I PORCH
<br />1249 SF
<br />I PATIO / GOV. PORCH
<br />jWSF
<br />IPA-no/cov. PORCH
<br />1640SF
<br />,,-N,,F.TFn 338 sr
<br />JUNHEATED 2660 SF
<br />CM
<br />+
<br />0
<br />11-22.?!W FOR I
<br />FVIFW I
<br />I REVISIONS: I
<br />These drawinits are the
<br />pfoperty of Stadight
<br />Homes and are not to be
<br />utilized for wristInIction, or
<br />copied in part or in wtole
<br />without permission bw
<br />the builder. 0 2023
<br />Staftht HoimM
<br />LAST REVISION
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