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cn <br />i <br />co <br />N <br />cc <br />i <br />N <br />M <br />0 <br />0 <br />cD <br />0 <br />cV <br />I <br />0 <br />[V <br />M <br />O <br />I <br />ay <br />cV <br />O <br />I <br />M <br />I <br />ca <br />I <br />CN <br />0 <br />C <br />cnCr <br />0 <br />0 <br />cN <br />0 <br />6 <br />J <br />0 <br />I <br />N <br />r� <br />CD <br />0 <br />re) <br />0 <br />r <br />cn- <br />.a <br />C <br />3 <br />N <br />O <br />i <br />1.2 <br />d <br />a <br />m <br />0 <br />`lo <br />c <br />N <br />a <br />J <br />n> <br />LZ <br />M <br />CV <br />0 <br />r� <br />0 <br />N <br />N <br />r� <br />0 <br />Y <br />0 <br />UJ <br />D <br />0 <br />I9 <br />h <br />OWNER'S BATHROOM <br />SCALE: 3/8" =V-0" <br />BATHROOM 2 <br />SCALE: 3/8" = V-0" <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE =10'-8 3/4" <br />TOTAL RUN = 14'-2" <br />42" KNEE WALL <br />WITH 1x8 CAP & <br />3/4" <br />PLYWOOD <br />�� <br />CASING (AT 2nd <br />DECKING -� <br />FLOOR ONLY) <br />F. FL. <br />Y " <br />F. FL. <br />b <br />ih <br />R <br />80 <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 251 <br />S.H. <br />13 <br />20X38J <br />18JX37i <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 i <br />S.H. <br />16 <br />20X72 <br />18}X71} <br />S.H. <br />1H2 <br />271/4X26 <br />26X25} <br />S.H. <br />1H3 <br />271/4X38 <br />26x371 <br />S.H. <br />1H4 <br />274X50i <br />26x50 <br />S.H. <br />1H5 <br />27X63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />37 J X 381i <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 J X 5011 <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 } X 71 1/2 <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 J X 25 J <br />S.H. <br />33 <br />54 X 381 <br />52 } X 371 <br />S.H. <br />34 <br />54 X 50 i <br />52 z X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 4 <br />S.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 />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <br />SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. <br />- - - - - - - - ---------�--- <br />18 <br />17 <br />16 <br />15 <br />14 <br />13 �� v <br />12 <br />11 CONT. <br />10 HAND RAIL <br />_ .. 9 U <br />\\ 8 7 <br />- 6 Z <br />2x STRINGERS I4 <br />DRYWALL <br />1 1/2" MIN. CLEARANCE <br />�! 1 1/4" TO 2" DIA <br />HANDRAIL NO <br />LESS THAN 34" <br />NOR MORE <br />THAN 38" ABV. <br />TREAD NOSING <br />METAL <br />HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />HANDRAIL DETAIL <br />1 F. FL. <br />14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" <br />BLOCK W/(2)-1/4"x 31/2" <br />TAPCONS @ 16"o.c. AND <br />TYP. STAIR SECTION 3" FROM EA. END. <br />SCALE: 1/4" = l'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 />e <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />e <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 0/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <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 318 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 />Guam's 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 />0 <br />ih <br />cD <br />1,4„ <br />4 <br />!!! - • • • <br />.■. <br />NI © LO <br />LO <br />in M <br />M <br />MI O <br />rn <br />LO <br />N <br />55 <br />D1 <br />D. U.N. <br />O Cn <br />n N <br />STONE <br />VENEER <br />Y 16" SQUARE- <br />CMU COLUMN <br />■ <br />DINING <br />9'-4" FLAT CLG. <br />TILE <br />FLRG. LINE <br />FLRG. LINE <br />• FOYER <br />9'-4" FLAT CLG. <br />TILE <br />00 <br />" 00 <br />T.O.M <br />9'-4" <br />7' -0" <br />30648 <br />2-0' 4,4, <br />2'NYo? <br />9'-4" PLG. A.F.F. <br />CQNCRETEoTO' -8 <br />IT 101 <br />C <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />5-SH <br />V2468 REF <br />I <br />I <br />T-2" <br />6'-7" <br />I <br />o <br />= <br />C <br />I <br />W <br />110 <br />KITCHEN <br />Z <br />9'-4" FLAT CLG. <br />TILE <br />I <br />SINKw/ <br />I <br />D/W DISPOSAL <br />F---1 <br />l00 <br />m---� <br />L __I <br />_I 16" CNTR. AT 42"-i <br />A.F.F. <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />13'-8" _ <br />■ <br />n <br />GG <br />S3 <br />4,4„ <br />*NO UPLIFT* <br />Q <br />XH <br />N <br />F- <br />2868 <br />1/2 WALL <br />CAPPED <br />UP <br />l'1'A.11 <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR GARAG <br />E <br />9'4" F <br />T CLG. <br />CONCRETE <br />91 <br />r---------- ------I <br />1 1 <br />I I <br />1 1 <br />■ 1 LINE OF 2nd STRY. ABV. I <br />I- - - t <br />1 **NOTE * I <br />1 BLK. WALLS A RE 8'-8" <br />1 TALL FOR "A" NIT 5'-8' <br />FROM FRO14T OF <br />1 GARAGE <br />1 K TYP. @ 1 <br />I S4 GARAG <br />8'xT GARAGE DOOR <br />5'-8" 1'-8" 8'-0"k 1'-8" <br />7'-0" 1 V-4" 11 <br />D1 <br />STONE <br />VENEER <br />8'-8" gd 18'-8" <br />18'4" T.O.M. T.O.M. <br />1ST FLOOR PLAN - UNIT -A 1532 <br />SCALE: YV=V-0" <br />FILLED CALL 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 />ro-y <br />10 It 3'-4" <br />12'-0" T-0" <br />1'4" V-8" 3'-10" <br />5'-0" 3'-10" <br />2'-8" <br />© <br />O <br />MOD <br />25 SH <br />MOD 25 SH <br />( 39" <br />■' ® <br />x 59") <br />( 39" x 59" ) <br />®® <br />■ <br />■ <br />EGRESSI EGRESS <br />0 <br />00 <br />', <br />I OWNER'S <br />55 <br />BEDROOM <br />D1 <br />TYP. U.N.O. <br />8'-0" FLAT CLG. <br />®� <br />CARPET <br />fV <br />C? <br />I <br />= <br />OP <br />N <br />o0 <br />17-8" <br />iD <br />iD <br />6-4" <br />u 4'-4" L& 7-0" <br />I <br />® M.C. <br />- - - - - <br />R&S <br />E) 0. BATH <br />I 22"x36" <br />- <br />-----1>0 <br />8'-0" FLA <br />CLG. <br />ATTIC <br />ACCESS <br />I <br />IC'01 I <br />N <br />CARP <br />T <br />/ <br />FLAT CLG <br />c <br /><V <br />M <br />�' <br />I <br />N / (CARPET <br />PW01 <br />® <br />--- ___ I <br />----J <br />TYP. <br />O <br />FO <br />I31 <br />R&S <br />N <br />M <br />2868 <br />5 <br />XI <br />Eo <br />E TO <br />To <br />7 <br />= <br />-- <br />Nr <br />7E <br />' A. <br />8 <br />N <br />60"x <br />9 <br />10 <br />°P <br />WEIR P <br />1� <br />I <br />iD <br />R/A I I 11 <br />n <br />5' 114' <br />4,4„ <br />3,4„ I I T-8„ 19 <br />OP <br />T <br />LOFT �' 13 <br />® <br />T <br />8'-0" FLAT CLG. 14 <br />0 <br />LO <br />r <br />CARPET I 15 <br />ao <br />00 <br />N <br />I I 16 <br />I <br />'D <br />I I 17 <br />UP 18 <br />u <br />M7A. <br />1/2 WALL <br />�< <br />CAPPED <br />■ <br />5 4 <br />(V <br />1'-10" <br />9'-6" <br />= <br />Y <br />O <br />(V <br />O <br />® pie <br />r <br />FD <br />1'-0" in <br />2668 <br />N <br />BAT <br />rp-00 <br />8'-0" FLAT <br />CLG <br />CARP <br />■ M.C. <br />T <br />O�• <br />�- <br />WIC <br />( 8'-0" FLAT CLG. <br />iV <br />CARPET <br />2668 <br />iT <br />08 <br />b <br />CD <br />I to <br />`° <br />I <br />----- <br />_ <br />---- M BEDROOM 2 <br />R&S <br />8'-0" FLAT CLG. <br />■ <br />CARPET <br />= <br />_ <br />pia G.T. <br />r <br />F. - - - <br />G.T. <br />00 <br />F.C. FOR ELEV. 2023 <br />& <br />4 <br />MODERN ELEV ONLY. <br />`ID <br />DOES NOT APPLY TO <br />MOD 25 SH <br />STD/LT ELEVATIONS. <br />) <br />( 39" x 59"All <br />■ <br />EGRESS <br />3'-8" T-10" 3'-10" <br />In <br />4'-0" 7'-4" <br />�? <br />_ <br />00 <br />10 <br />7'-0" <br />11' 4" <br />`r' <br />18,-4" <br />- - - - - - <br />1 <br />2ND FLOOR PLAN - UNIT -A 1532 <br />SCALE: Y4"=1'-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />O <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 />O <br />+26.6 / -33.5 <br />GU <br />SEE SN SHEET OH <br />SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED <br />ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE <br />PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +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 1/2" 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 1/2" 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 CONIC 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 />A G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />era <br />N <br />N1 <br />J ;. W <br />1 Q " <br />s A w C-4 <br />++ C LL O- <br />N N O - <br />N 'O 2; <br />4 CV <br />w <br />C <br />o .r3 <br />CU 11. <br />QC 5 ` <br />c E <br />r o ; <br />u <br />I?FlP�'r' <br />���1�lIiil4t <br />'NSF <br />- <br />FLUE' <br />r <br />'�J•."••....••"�••�. <br />\� <br />/el i • fi 131 J t 13. . <br />terlorpftRtr'tltll���\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <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 />All <br />W a E S N <br />c✓v <br />4JR <br />LoQ CoN <br />O 1 Co % LL <br />M J3LL w <br />yaN0 <br />M ' <br />Q 4 <br />JLL$, a rQj <br />Oil <br />_ cc Cl 0 Q <br />W:3M CN m J ¢ <br />W CIO Jew <br />N co Z [Uh <br />un <br />= o0 aao <br />W <br />CD <br />2 � M <br />tl N <br />m <br />:2- <br />Q)0 <br />Coll <br />C1 <br />� <br />a <br />'U <br />O <br />C. <br />lJ') rz <br />YZN F- 'S <br />(a rCn - <br />V <br />Q <br />see <br />w <br />M <br />M <br />g <br />0, <br />zzZ <br />J <br />lL E <br />E Cr <br />as <br />Q <br />0 <br />U <br />§8 <br />z• <br />❑a <br />o <br />a4 <br />Qo <br />�Q <br />�� <br />�o�w <br />J <br />c� N <br />C <br />an <br />-2 <br />Mo <br />z� <br />Z <br />a� � <br />Coj J <br />m <br />< m <br />°� <br />4 W <br />f N <br />a Z <br />W <br />VJ <br /><s <br />�U <br />NW <br />�r <br />0 <br />nt7 <br />� <br />zln'r <br />�d <br />ij 3 <br />c C)12 <br />> 00 <br />a� <br />= <br />` <br />ai <br />2 <br />�..� <br />0 <br />c D <br />F- <br />N <br />L N <br />Cfl <br />O <br />M <br />LO_ <br />(0 T <br />E <br />r <br />00 <br />D U <br />.-- <br />m (V <br />04 <br />F- <br />0 <br />Ln <br />r c') <br />U-) <br />04 <br />(0 •Ma N <br />cfl <br />Q CDC° ,- <br />M <br />T- <br />E <br />cc <br />t M <br />T <br />d <br />Z <br />Z <br />C <br />E O <br />E L y <br />m <br />C <br />`° <br />a <br />o v is <br />U _J Q p <br />m <br />JOB <br />NO: 23-05729-05734 <br />SCALE : AS NOTED <br />SHEET NO. <br />