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WAVE <br />e &Loa- s <br />INDEX GENERAL NOTES: <br />LOT 107 - PULSAR 'OR' DETAIL SHEETS <br />1. <br />CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BU14 E FOR 1 <br />FL0.1.11 <br />FL 1.12 <br />SLAB PLAN'O' <br />FLOOR PLAN'O' <br />D-1 DETAILS <br />D-2 DETAILS <br />JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REP R D TO <br />FL 1.12.1 <br />FLOOR PLAN OPTIONS <br />D3 DETAILS <br />THE BUILDER. <br />FL 4.12 <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 FHANA MPS. <br />FL5.12 <br />FL 5.13.11 <br />ION <br />ROOF PLAN'O' <br />ROOF 'O' <br />D-5 DETAILS <br />3. <br />ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. •� <br />FL6.12 <br />UTILITY PLANS'a <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 OCAL <br />ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. <br />LOT 108 PULSAR 'KR' <br />5. <br />CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. <br />FL 0.1.7 <br />SLAB PLAN •M <br />6. <br />IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. <br />FL 1.8 <br />FLOOR PLANK <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 C ES <br />FL 1.8.1 <br />FLOOR PLAN OPTIONS <br />WHERE APPLICABLE. ' <br />FL 4.8 <br />FL 5.8 <br />SECTIONS <br />ELEVATIONS •K• <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 PLANK' <br />WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. <br />FL 6.8 <br />UTIUTY PLANS 'K <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 109 - PULSAR V <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 />FL0.1.9 <br />SLAB PLAN'M' <br />STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/21NCH 11 GAUGE NAILS HAVING A 7116INCH <br />FL 1,10 <br />FLOOR PEA 'M' <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 />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 />FL 5.10 <br />ELEVATIONS•M• <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 />FL 5.13.9 <br />ROOF PLAN'M' <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 />FL 6.10 <br />UTILITY PLANS'M' <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 110 - PULSAR 'AR' <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 />SUB PLAN •A' <br />SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. <br />FL 1.1 <br />FLOOR PLAN A <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. 20 i?, F.B.C.R. - <br />FL.1.1 <br />FL 4.1 <br />FLOOR PLAN OPTIONS <br />SECTIONS <br />7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. <br />FL 5.1 <br />ELEVATIONS*A• <br />13. <br />EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DO1:R THE WINDOW <br />FL 5.13 <br />ROOF PLANA' <br />MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. <br />FL 6.1 <br />UTILITY PUNS W <br />14. <br />ASPHALT SHINGLES (IF APPLICABLE): <br />LOT 111 - PULSAR W <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 />FL0.1.7 <br />SLAB PLANK' <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 />FLOOR PLAN <br />WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES <br />FL 1.8.1 <br />FL 4.8 <br />FLOOR PLAN OPTIONS O <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•M <br />IV OR ASTM D 67571S REQUIRED IN ACCORDANCE WITH SECTION R905.11. <br />FL 5.13.7 <br />ROOF PLANK' <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 6.8 <br />UTILITY PLANS'M <br />RELATED SUB SECTIONS. <br />LOT 112 - PULSAR 'LR' <br />16. <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 />FL 0, 1.8 <br />SLAB PLAN'L• <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 •L' <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 4.9 <br />SECTIONS <br />TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR <br />FL 5.9 <br />ELEVATIONS •L• <br />TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS <br />FL 5. 13.8 <br />GOOFY <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 />PLANS <br />unuTY PUN•c <br />MANNER. <br />LOT 113 - PULSAR 'B' <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 />FLORA <br />SUB PUN TY <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'B' <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 />FL4.2 <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 •B' <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 PUN <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'B' <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 114 - 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 />FL 0.1.10 <br />SLABR N' <br />OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL <br />FL 1.11 <br />FL 1.11.1 <br />FLOOR PLA <br />PLAN <br />O 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 />FL5.11 <br />ELEVATIONS•N• <br />INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. <br />FL 5.13.10 <br />FL 6.11 <br />ROOF PUN •N• <br />UTILITY PLANS •N <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 0'1.1 <br />A 0.1.2 <br />SLAB PERIMETER PLAN8-PLEX <br />SLAB PERIMETER PLAN 8-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 />A 1.1 <br />FIRST FLOOR PLAN'-PLEX <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 PLAN8-PLEX <br />GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. <br />A2.1 <br />SECOND FLOOR PLAN&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 />Az.1.1 <br />A5. 1 <br />SECOND FLOOR PLAN&PLEX <br />ELEVATIONS 8-PLEX <br />CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. <br />A5.1.1 <br />ELEVATIONS &PLEX <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 8-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 />A 5.1.3 <br />A 5.1.4 <br />ELEVATIONS 8-PLEX <br />ELEVATIONS 8-PLEX <br />APPLICABLE PROVISIONS OF SECTIONS M1411.3. <br />A 5.1.5 <br />ROOF PLAN &PLEX <br />A 5.1.6 <br />ROOF PLAN 8-PLEX <br />THIS PROJECT MUST COMPLY WITH: 2020 FLORIDA BUILDING CODE RESIDENTIAL - 7TH EDITION, FLORIDA FIRE <br />PREVENTION CODE 7TH EDITION (THIS INCLUDES THE FLORIDA SPECIFIC EDITION OF 2018 NFPA 1 UNIFORM FIRE CODE, <br />AND 2018 NFPA 101 LIFE SAFETY CODE). NFPA 10, 2018 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS. NFPA <br />13D, 2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE -AND TWO-FAMILY DWELLINGS <br />AND MANUFACTURED HOMES, NFPA 70, 2017 EDITION, NATIONAL ELECTRICAL CODE. NFPA 72, 2016 EDITION, NATIONAL <br />FIRE ALARM AND SIGNALING CODE. NFPA 90A, 2018 EDITION, STANDARD FOR THE INSTALLATION 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 BUILDING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA <br />BUILDING CODE FUEL GAS, 7TH EDITION. <br />OCCUPANCY: RESIDENTIAL - R3 <br />_13 <br />TY <br />8-PLEX A <br />LOTS 107-114 <br />PLAN 1386 PULSAR SF <br />TOTAL BUILDING SF <br />NAME <br />AREA <br />NAME <br />I AREA <br />FIRST FLOOR <br />588 SF <br />FIRST FLOOR <br />485E SF <br />SECOND FLOOR <br />7DB SF <br />SECOND FLOOR <br />16525 SF <br />HEATED 1386 SF <br />HEATED 11383 SF <br />GARAGE <br />226 SF <br />GARAGE <br />/771 SF <br />PORCH <br />32 SF <br />PORCH <br />249 SF <br />PATIO /COV. PORCH <br />80 SF <br />PATIO /COV. PORCH <br />640 SF <br />UNHEATED 336 SF <br />IUNHEATED 2660 SF <br />ALL WORK SHALL COMPLY WITH PREVAILING <br />CODES FLORIDA BUILDING CODE, <br />NATIONAL ELECTRIC CODE, <br />AND THE CITY OF- r EPHY,RHILLS <br />ORDINANCES <br />REVIEW P 2 <br />CITY OF ZEPHYR <br />PLAN EXAMINER <br />CM <br />-w <br />J i <br />�0 <br />Q <br />ISSUE DATE: <br />07.28.2023 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. 0 2023 <br />Starlight Homes <br />LAST REVISION <br />GO <br />0 <br />i <br />SHEET NO: <br />T-1 <br />