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I III I ➢I_ <br />3 <br />I <br />co <br />N <br />ca <br />i <br />N <br />In <br />v <br />0 <br />0 <br />N <br />I <br />r` <br />N <br />J <br />r� <br />0 <br />I <br />v <br />r` <br />LOO <br />I <br />rh <br />i <br />I <br />Co <br />N <br />co <br />I <br />N <br />r-) <br />t- <br />v <br />Cry <br />cn <br />0 <br />Q <br />cV <br />CV <br />N <br />I <br />J <br />N <br />0 <br />I <br />r� <br />CD <br />0 <br />I <br />10 <br />i <br />v <br />U <br />0 <br />0 <br />v+ <br />c <br />0 <br />3 <br />H <br />hM <br />N <br />0 <br />v <br />a <br />E <br />1.2 <br />0 <br />v <br />c <br />J <br />a <br />c <br />0 <br />15 <br />aT <br />LL <br />r+ 4 <br />cV <br />0 <br />N <br />rI) <br />- <br />45 <br />0 <br />0 <br />rM <br />N <br />0 <br />N <br />Lc <br />S <br />x <br />0 <br />IiJ <br />m <br />0 <br />cn <br />N <br />M <br />O <br />co <br />OWNER'S BATHROOM <br />SCALE: 3/8" =V-0" <br />O <br />00 <br />CV <br />M <br />MIRROR <br />I <br />LJ <br />� <br />BATHROOM 2 <br />SCALE: 3/8" = V-0" <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 J X 25 i <br />S.H. <br />13 <br />20 X 38 J <br />18 J X 37 J <br />- S.H. <br />14 <br />20 X 50 J <br />18 X 50 <br />S.H. <br />15 <br />20 X 63 a <br />18 J X 62 J <br />S.H. <br />16 <br />20 X 72 <br />18 7'X 71 2 <br />S.H. - <br />1H2 <br />271/4X26 <br />26X25} <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 37 J <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />1 H5 <br />_ 27 J X 63 <br />26 X 62 112 <br />S. H. <br />1H6 <br />27;X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 112 <br />S.H. <br />23 <br />37 J X 38 J <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 4 X 50 <br />S.H. <br />25 <br />371X63 <br />364X621/2 <br />S.H. <br />26 <br />37JX72 <br />364X711/2 <br />S.H."' <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 4 <br />S.H. <br />33 <br />54 X 38 <br />52 J X 37 4 <br />_ <br />S.H. <br />34 <br />54 X 50 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 624S.H. <br />36 <br />54 X 72 <br />52 J X 71 J <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE = 10'-8 3/4" <br />DRYWALL <br />TOTAL RUN = 14'-2" <br />42" KNEE WALL <br />3/4" PLYWOOD �� <br />WITH 1x8 CAP & <br />CASING (AT 2nd <br />1 1/2" MIN. CLEARANCE <br />DECKING <br />FLOOR ONLY) <br />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <br />SLOPE CEILING TO <br />MATCH STAIR RISE <br />F.FL <br />-----------\�___ <br />u� F.FL. <br />f <br />- 17 <br />Y <br />l <br />1 1/4" TO 2" DIA <br />- <br />16 <br />HANDRAIL NO <br />L15 \ <br />�14 <br />�� <br />\ <br />LESS THAN 34" <br />NOR MORE <br />yF 13 <br />�, 12 <br />U <br />THAN 38" ABV. <br />TREAD NOSING <br />Q <br />11 <br />CONT. <br />10 <br />HAND RAIL <br />w <br />METAL <br />a <br />9 <br />U <br />HANDRAIL <br />o, <br />8 <br />Q <br />b� <br />BRACKET <br />6 <br />w <br />= <br />BLOCKING AS <br />5 <br />�� <br />REQUIRED <br />2x STRINGERS <br />00 <br />_U <br />F. FL. <br />c <br />2 <br />F. FL. <br />HANDRAIL DETAIL <br />_ - <br />1 <br />14' 2" <br />2x4 #2 SYP. P.T. THRUST <br />SCALE: 3" =1'-0" <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />TAPCONS @ 16"o.c. AND <br />TYP. <br />STAIR <br />SECTION <br />3" FROM EA. END. <br />SCALE: 114" = 1'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />- <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow O/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />_ <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />Stair and Railing General Notes <br />Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 <br />and R302.7. <br />Riser height: <br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading <br />edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by <br />more than 3/8 inch. <br />Tread depth: <br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the <br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The <br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />Winders: <br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the <br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread <br />depth of not less than 6 inches at any point within the clear width of the stair. <br />Nosings: <br />Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than <br />9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 <br />inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing <br />projection by more than 3/8 inch within a stairway. <br />Handrails: <br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be <br />continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the <br />handrails. <br />Grip -size: <br />Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />Guards: <br />Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, <br />that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches <br />horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, <br />porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the <br />adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have <br />openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in <br />diameter. <br />Under -stair protection: <br />Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and <br />any soffits protected on the enclosed side with 1/2-inch gypsum board. <br />1'-4" <br />18'-4" <br />13'-4" <br />OUTDOOR LIVING <br />9'4" CLG. A.F.F. <br />CONCRETE <br />6-0" 10'-8" <br />3-8" <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />® ® ■ ■ <br />" 5-SH <br />REF2468 <br />7-11 T-2" 6-70X <br />II <br />N 11 U) 3 <br />in �C'J Lo w LIF <br />DINING N KITCHEN z <br />CD <br />9'-4" FLAT CLG. 9'-4" FLAT CLG. <br />�,,, TILE TILE 1 <br />bo <br />a; 00 55 <br />TYP. U.N.O <br />CA� Lo <br />Cl)- N <br />N <br />10 <br />'? <br />0 <br />0o <br />1 <br />O � <br />in to <br />v <br />STONE <br />VENEER <br />16" SQUARE- <br />CMU COLUMN <br />I <br />SINK w/ i <br />D/W DISPOSAL <br />9;12x�8 <br />m---L __I <br />FLRG.LINEWALL8'-0" T-8° <br />Of <br />16" CNTR. AT 42" L <br />A.F.F. <br />1/2 WALL <br />r` CAPPED <br />r <br />II UP <br />iV I <br />I <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />13'-8" - <br />19 <br />GG <br />FLRG. LINE <br />N <br />v. <br />i ilni 1 • Iilariiiuul <br />�_ <br />�rni, <br />GG' <br />GGC <br />M <br />111 I I <br />• <br />EGG <br />III <br />GGi <br />II <br />r ' <br />_ <br />OR <br />� w <br />H1 <br />N :iPWR <br />Ir TILE <br />(V <br />J <br />w <br />0 <br />2868 <br />LWH' <br />N <br />O <br />lJ <br />2'-6" <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR GARAGE <br />9'-4" F <br />T CLG. <br />CONCRETE <br />0 <br />CV <br />N <br />r------------------ <br />I I <br />00::� 1 1 <br />- I I <br />A. <br />■ 1 LINE OF 2nd STRY. ABV. <br />- - - ---- t <br />I *'NOTE'* I <br />-1 - 1 BILK. WALLS RE 8'-8" <br />~ I TALL FOR "A" NIT 5-8"-8" <br />HB 1 <br />CD <br />FROM FRO T OF <br />00 I GARAGE <br />in CO I K I <br />I TYP. @ 1 <br />o I S4 GARAG <br />1 <br />N / 8'xT GARAGE OOR <br />1'-4" L T-8" L 1' <br />L 18'-4" <br />1ST FLOOR PLAN - UNIT -A 1532 <br />SCALE: Yo"=V-0" <br />D1 <br />- STONE <br />VENEER <br />18'-8" _ <br />v <br />iT <br />00 <br />ib <br />FILLED CELL LEGEND <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />lo-w <br />34" <br />12'-0" J 3'-0" <br />l'-4" V-8" 3-10" <br />5'-0" <br />2'-8" <br />(T-10" <br />MOD <br />25 SH <br />MOD 25 SH <br />( 39" <br />■ ® <br />x 59") <br />( 39" x 59" ) <br />®® <br />■ <br />EGRESSI EGRESS <br />0 <br />00 <br />OWNER'S <br />55 <br />D1 <br />BEDROOM <br />TYP. U.N.O. M� <br />8'-0" FLAT CLG. <br />® <br />( CARPET <br />CV <br />o <br />0 <br />(14 <br />00 <br />17'-8" <br />io <br />cD <br />10 <br />6'-4" <br />U 4'4" 7-0" <br />I <br />® M.C. <br />----- <br />R&S <br />0O. B <br />TH I 22"x36" <br />- - - - - - - - - - <br />8'-0" FLA <br />CARP <br />CLG. ATTIC <br />T ACCESS <br />ti I <br />I C IC14 <br />c <br />N <br />/ <br />00 <br />� <br />CV <br />M <br />I <br />gJ,111 FLAT CLG <br />N / `ICARPET I <br />�- <br />N <br />PW01 <br />I v I I <br />D1 <br />® <br />_______ I <br />I <br />TYP. <br />= <br />A <br />FtO <br />I <br />R&S <br />N <br />Cl) <br />2868 <br />5 <br />® <br />r <br />0p <br />I v <br />7 <br />00 <br />v <br />7' A. <br />i <br />00 <br />00 8 <br />io <br />(0 <br />60"x <br />popN <br />AHU 9 <br />°D <br />WER PA <br />I <br />10 <br />� <br />io <br />U <br />R/A I I 11 <br />to <br />I 5' 114 <br />4'-4" <br />31 411 I 1 3, 811 19 <br />LOFT 11 13 <br />® in <br />19 <br />I <br />8'-0" FLAT CLG. 14 <br />o <br />LO <br />j� <br />00 <br />CARPET 1 15 <br />0o <br />16 <br />I <br />`D <br />II 17 <br />00 <br />In <br />1 UP 18 <br />T A.F.F. <br />u <br />0 <br />1/2 WALL <br />I� <br />CAPPED <br />NN <br />■ <br />T <br />= 5' 4 <br /><V <br />1' 10" <br />9'-6" <br />1. <br />O <br />CV <br />® �r <br />_ <br />in <br />2668 <br />BAT <br />CV <br />O <br />O <br />8'-0" FLAT <br />CLG <br />■ M C CARPET <br />7 <br />WIC <br />1 8'-0" FLAT CLG. <br />CV <br />CARPET <br />2668AL <br />� <br />as 1 N <br />0 <br />io <br />I <br />`° <br />- - - - - - <br />---- <br />BEDROOM 2 <br />R&S <br />8'-0" FLAT CLG. <br />■ <br />CARPET <br />01 <br />_ <br />G.T. - <br />G.T. <br />00 <br />F.C. FOR ELEV. 2023 <br />& <br />`? <br />"' <br />MODERN ELEV ONLY. <br />"' <br />DOES NOT APPLY TO <br />MOD 25 SH <br />STD/LT ELEVATIONS. <br />( 39" x 59" ) <br />W <br />■ <br />EGRESS <br />T-8" <br />3'-10" <br />4'-0" <br />T-4" <br />> <br />o <br />00 <br />T-0" <br />11'-4'1 <br />to <br />LO <br />18'-4" <br />2ND FLOOR PLAN UNIT -A 1532 <br />SCALE: Y4"=V-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />0 <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET O SEE SIN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />+29.7 / -39.7 <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />• From the Residence & Attics - Not Less than 112" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 112" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills <br />In dwelling units, where the top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic , crawl <br />space or other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />2-STORY MASONRY WALL w/ <br />BOND BEAM HGT. AT 10'-8" <br />TOP AT 18'-8" <br />MASONRY HGT. @ 9'-4" A.F.F. <br />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY PARTY WALL <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1ST FLOOR 677 S.F. <br />2ND FLOOR 864 S.F. <br />TOTAL 1541 S.F. <br />GARAGE 246 S.F. <br />LANAI 110 S.F. <br />ENTRY 42 S.F. <br />TOTAL SQ. FT. 1939 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />N <br />N <br />"M <br />Z <br />m <br />> W <br />J d. <br />C m U N <br />Ncao� <br />N fl CV L <br />" y o m <br />-cc _W Y <br />al <br />" to <br />-i; <br />� u w <br />c E: <br />m <br />1V <br />'.. <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residentlal <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />Q <br />'a E Ian N <br />p <br />O N 8 N <br />V <br />1 <br />G <br />�8'� <br />LL LL <br />di <br />Q <br />rn r T? 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