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LOT 119 - PULSAR'OR' <br />FL0.1.11 <br />SLAB PLAN' <br />FL 1.12 <br />FLOOR PLAN'0' <br />FL 1.12.1 <br />FLOOR PLAN OPTIONS <br />FL 4.12 <br />SECTIONS <br />FL 5.12 <br />ELEVATIONS'O' <br />FL5.13.11 <br />ROOF PLAN'O' <br />FL 6.12 <br />UTILITY PLANS'G' <br />LOT 120 - PULSAR'LR' <br />FL 0.1.8 <br />SLAB PLAN'L' <br />FL 1.9 <br />FLOOR PLAN'L' <br />FL 1.9.1 <br />FLOOR PLAN OPTIONS <br />FL 4.9 <br />SECTIONS <br />FL 5.9 <br />ELEVATIONS'L' <br />FL 5J3.8 <br />ROOF PLAN'L' <br />FL 6.9 <br />UTILITY PLANS'L' <br />LOT 121 - PULSAR 'KR' <br />FL0.1.7 <br />SLAB PLAN'IC <br />FL 1.8 <br />FLOOR PLAN'IC <br />FL 1.8.1 <br />FLOOR PLAN OPTIONS <br />FL4.8 <br />SECTIONS <br />FL 5.8 <br />ELEVATIONS'IC <br />FL 5.13.7 <br />ROOF PLAN'IC <br />FL 6.8 <br />UTILITY PLANS W <br />LOT 1222 - PULSAR W <br />SLA13 PLAN <br />FL 1.1 <br />FLOOR PLAN'A' <br />FL 1.1.1 <br />FLOOR PLAN OPTIONS <br />FL 4.1 <br />SECTIONS <br />FL5.1 <br />ELEVATIONS'A' <br />FL5.13 <br />ROOF PLAN'A' <br />FL 6.1 <br />UTILITY PLANS'A' <br />LOT 123 - PULSAR 'MR' <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 />FL 4.10 <br />SECTIONS <br />FL 5.10 <br />ELEVATIONS'M' <br />FL 5./3.9 <br />ROOF PLAN'M' <br />FL6.10 <br />UTILITY PLANS'M' <br />LOT 124 - PULSAR 'B' <br />FL0.1.1 <br />SLAB PLAN'B' <br />FL 1.2 <br />FLOOR PLAN'B' <br />FL 1.2.1 <br />FLOOR PLAN OPTIONS <br />FL 4.2 <br />SECTIONS <br />FL 5.2 <br />ELEVATIONS'B' <br />FL 5.13.1 <br />ROOF PLAN'B' <br />FL 6.2 <br />UTILITY PLANS'B' <br />LOT 125 - PULSAR 'N' <br />FL0.1.10 <br />SLAB PLAN'N' <br />FL 1.11 <br />FLOOR PLAN Nr <br />FL 1.11.1 <br />FLOOR PLAN OPTIONS <br />FL4.11 <br />SECTIONS <br />FL 5.11 <br />ELEVATIONS'N' <br />FL 5.13.10 <br />ROOF PLAN'N' <br />FL 6.11 <br />UTILITY PLANS'N' <br />7-PLEX BUILDING - A <br />A 0.1 <br />SLAB PERIMETER PLAN 7-PLEX <br />0.11 <br />AO. 1 1 <br />SLAB PERIMETER PLAN 7-PLEX <br />A 1.1 <br />FIRST FLOOR PLAN 7-PLEX <br />A 1.1.1 <br />FIRST FLOOR PLAN 7-PLEX <br />A 2.1 <br />SECOND FLOOR PLAN 7-PLEX <br />A 2.1.1 <br />SECOND FLOOR PLAN 7-PLEX <br />A 5.1 <br />ELEVATIONS 7-PLEX <br />A 5.1.1 <br />ELEVATIONS 7-PLEX <br />A 5.1.2 <br />ELEVATIONS 7-PLEX <br />A 5.1.3 <br />ELEVATIONS 7-PLEX <br />A 5.1.4 <br />ELEVATIONS 7-PLEX <br />A 5.1.5 <br />ROOF PLAN 7-PLEX <br />A 5.1.6 <br />ROOF PLAN 7-PLEX <br />DETAIL SHEETS <br />D-1 <br />DETAILS <br />D-2 <br />DETAILS <br />D-3 <br />DETAILS <br />04 <br />DETAILS <br />0-5 <br />DETAILS <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 FHANA MPS. <br />3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. <br />4. 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 />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 GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES <br />WHERE APPLICABLE. <br />8. 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 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 />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 R90?. <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 11 OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. 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 67571S REQUIRED IN ACCORDANCE WITH SECTION R905.11. <br />15. 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 />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 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 />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 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING <br />DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. <br />18. 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 />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 />APPROVE CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY <br />D I I <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 />NSPREPLACEMENT W HOUT MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND IT 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 />APPLICABLE PROVISIONS OF SECTIONS M1411.3. <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 BUIDDING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA <br />j BUILDING CODE FUEL GAS, 7TH EDITION. <br />i OCCUPANCY: RESIDENTIAL - R3 CONSTRUCTION TYPE: VB-PROTECTED, SPRINKLED <br />\/^1 + C <br />l J 0 <br />O <br />G= 'I <br />Q <br />H <br />V� <br />ISSUE DATE: <br />06.01.2023 FOR <br />REVIEW <br />REVISIONS: <br />TYSON <br />7-PLEX A <br />LOTS 119-125 <br />PLAN 1386 PULSAR SF <br />TOTAL BUILDING SF <br />NAME <br />AREA <br />NAME <br />AREA <br />FIRST FLOOR <br />588 SF <br />FIRST FLOOR <br />4858 SF <br />SECOND FLOOR <br />798 SF <br />SECOND FLOOR <br />6525 SF <br />HEATED 1386 SF <br />HEATED 11383 SF <br />GARAGE <br />226 SF <br />GARAGE <br />1771 SF <br />PORCH <br />32 SF <br />PORCH <br />249 SF <br />PATIO / COV. PORCH <br />1 80 SF <br />PATIO / COV. PORCH <br />640 SF <br />UNHEATED 338 SF <br />UNHEATED 2660 SF <br />f <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. © 2023 <br />Starlight Homes <br />LAST REVISION <br />%®%Zjs1k,.. <br />'t <br />.ALL WORK SHALL COMPLY '�(d�•• o _ w <br />CODES FLORIDA BUILDING WITH PREVAILING >C O� 1: <br />NATIONAL ELECTRIC CODE CODE' W r N <br />AND THE CITY OF ZEPHYR HILLS J r cc ORDINANCES p <br />O <br />.J <br />4 <br />REVIEW DATE 'JUL 2 6 2023 <br />CITY OF ZEPHYRHIL <br />PLAN F�71JLINER <br />SHEETNO: <br />T-1 <br />i <br />