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N <br />c� <br />4 <br />t` <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />BATHROOM 2 <br />SCALE: 3/8" = 1'-0" <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE = 10'-8 3/4" <br />42" KNEE WALL <br />TOTAL RUN = 14'-2" <br />WITH 1x8 CAP & <br />N� <br />CASING (AT 2nd <br />FLOOR ONLY) <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 />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 } X 25 } <br />S.H. <br />13 <br />20 X 381 <br />18 4 X 371 <br />S.H. <br />14 <br />20 X 50 1 <br />184 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 } <br />S.H. <br />16 <br />20 X 72 <br />18 } X 714 <br />S.H. <br />1H2 <br />27 1/4 X 26 <br />26 X 25} <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 374 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />274X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />36JX251/2 <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 1 <br />36 } 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 4 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 } X 25 4 <br />S.H. <br />33 <br />54 X 381J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 624 <br />S.H. <br />36 <br />54 X 72 <br />52 } X 71 } <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 />3/4" PLYWOOD <br />FLITCH HEADER <br />� � <br />DECKING �� SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. �\ - - F. FL= <br />1rT1 <br />17 N. <br />�1� - <br />16 <br />_ 15 <br />14 <br />- '13 <br />12 CONT. <br />�- � 1- 10 HAND RAIL <br />� <br />- <br />F. FL. <br />� \\ l- <br />00 -- - 6 <br />711 2x STRINGERS 4 <br />ci <br />STATE OF <br />DRYWALL <br />r0 Go <br />e <br />13 =MC <br />I I i -ZAN�; � 0 <br />W <br />- - U) CD <br />U <br />cc <br />I <br />CD <br />6 <br />CD <br />1 1/2" MIN. CLEARANCE <br />- U <br />-" 1 F. FL. <br />14'-2" 2x4 #2 SYP. P.T. THRUST <br />BLOCK W/(2)-1/4"x 31/2" <br />3'AFROM EA.. END. HANDRAIL <br />AND HANDRAIL DETAIL <br />TYP. STAIR SECTION SCALE: 3" =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 />(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 />H6 <br />(2) -1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br /><e> <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 Q/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 />c <br />1 1/4" TO 2" DIA <br />HANDRAIL NO <br />LESS THAN 34" <br />NOR MORE THAN <br />38" ABV. TREAD <br />NOSING <br />METAL HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <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 318 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 dear 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 % 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 />Handralls: <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 1114 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 />13'-4" <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />------------------------- <br />OUTDOOR LIVING <br />0 <br />9'-4" CLG. A.F.F. <br />` <br />iD <br />CONCRETE <br />-0" 16'-8" <br />11, <br />6'-8" 3'-10" 3'-10" 2'-8" <br />6068 SGD14 <br />C <br />Bold <br />5-SH <br />REF I <br />2468 BF <br />I <br />°� <br />I <br />°P <br />`° <br />I <br />to <br />8'-3" <br />3'-2" <br />6'_7" <br />VK <br />OI <br />O 0 <br />a <br />DINING N <br />KITCHEN W I <br />- <br />9'-4" FLAT CLG. T <br />9'-4" FLAT CLG. C7 lO <br />TILE <br />TILE I <br />I <br />SINK w/ I <br />50 <br />D/W DISPOSAL I <br />'o <br />F- l I <br />I I <br />r---� <br />I <br />FLRG. LINE <br />J <br />- - <br />2x8 WALL <br />8'-4" <br />6'-0" T-8" <br />16" CNTR. AT 42" 4 <br />iq <br />♦' <br />in <br />A.F.F. <br />1/2 WALL <br />iD <br />CAPPED <br />'D <br />1 <br />- <br />T <br />II UP 2 <br />0o <br />04 <br />I <br />I <br />M <br />GREAT ROOM <br />5 <br />9'-4" FLAT CLG. <br />CARPET <br />co <br />14'-0" <br />- " 7 <br />OP <br />rD <br />(D <br />G <br />PW01 <br />D1 <br />10 <br />GG <br />to <br />11 <br />TYP. <br />S3 <br />12 <br />to <br />2x6 WALL <br />7'-0" 2'-8" 4'-4" <br />4 <br />--- <br />r` <br />u7 <br />to <br />`D <br />*NO UPLIFT* <br />Z- - - <br />`D <br />PW01 <br />FLRG. LINE Q <br />00 � <br />D1 <br />2- r V V f1.TYP. <br />N <br />u_ TILE <br />F <br />ir/ <br />FOYERNCa <br />° <br />9'-4" FLAT CLG. 2868 <br />* TILE <br />00°�° <br />° <br />0o <br />iD <br />9'4" `f <br />N W.H. <br />T.O.M. <br />rn <br />7'-4" <br />O <br />2'-6" <br />Cl) <br />3068 <br />BUILDER TO <br />PROVIDE <br />O <br />APPLIANCE <br />PROTECTION <br />Y <br />o <br />WHEN REQUIRED <br />' <br />14 <br />PER FBC <br />PER <br />4'-8" 1-CAR <br />ARAG E <br />o <br />9'-4" F <br />T CLG. <br />CONCRETE <br />ENTRY <br />9'-4" CLG. A.F.F. z N <br />cq <br />CONCRETE rb <br />v <br />4 <br />r---------- <br />------ <br />I <br />I <br />qo I <br />I <br />to <br />I <br />I <br />°0 0 j TYP. @ <br />j <br />0 <br />co <br />50 I GARAGE <br />yn <br />I <br />I K <br />I <br />■ <br />I S4 <br />I <br />°P <br />I <br />I <br />q <br />N <br />CV <br />fV <br />nnl <br />® a,.-'7- r_AonnC <br />STONE <br />VENEER <br />1ST FLOOR PLAN - UNIT-C 1624 <br />SCALE: X"=T-0" <br />I- - - - - - - - - <br />I L 18' <br />� 3J�" 12' <br />2'-88" 3'-10" 5'-10" 5'- <br />BB <br />MO SH <br />I 39" x 59" ) <br />6'-8" <br />W9JQ <br />0 <br />TYP. <br />OWNER'S <br />BEDROOM <br />8'-0" FLAT CLG. <br />CARPET <br />C9 <br />B <br />MO 5 SH <br />( 39" x 59" <br />EGRESS <br />I <br />7'-4" <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 />DC� <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET HO SEE SN SHEET <br />140 MPH <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 shalt be in accordance with sections <br />R302.5.1 through R302.5.3. <br />3'-0" <br />R302.5.1 Opening Protection <br />2'-8" I 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 />00 material and shall not have openings into the garage. <br />io <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 />°P wall: <br />`D • From the Residence & Attics - Not Less than 112" Gyp. Bd. or <br />equivalent applied to garage side. <br />e 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 />- -B$u� -----1 Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />,TH 22"x36" I PWO1 to the interior side of exterior walls that are within this area. <br />CLG. ATTIC <br />T ACCESS / I TYP. <br />T M R312.2.1 Window Sills <br />iv o0 / IC jD In dwelling units, where the top of the sill of an operable window is <br />`" r` N \ $'-Q" FLAT CLG I located less than 24 inches (610 mm) above the finished floor and <br />I \ / (CARPET I greater than 72 inches (1829 mm) above the finished grade or <br />L _V_ J I other surface below on the exterior of the building, the operable <br />I window shall comply with one of the following: 1. Operable <br />---------- windows with openings that will not allow a 4-inch-diameter (102 <br />R&S mm) sphere to pass through the opening where the opening is in <br />2868 <br />.,•• I �I <br />■Di <br />�'4 1 <br />3068 BF 4 _� <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />9'-2" <br />EGRESS <br />MOD 25 SH <br />( 3909" ) <br />B � <br />911 <br />IR/A <br />I <br />LQ FT <br />F-0" FLAT CLG. <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 />00 <br />CO 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 />10 <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 />13 shall be exhausted directly to the outdoors. Exhaust air from <br />c bathrooms and toilet rooms shall not discharge into an attic , crawl <br />r; space or other areas inside the building. <br />uO <br />15 00 GAS APPLIANCES <br />16 `D G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />1 17 installed a min. of 18" above flr. per FBCR G2408.2. Except where <br />UP% appliances that are listed as flammable vapor ignition resistant. <br />AA <br />1/2 WALL IV WALL LEGEND <br />CAPPED <br />W 4068 BF " •I <br />4 SH <br />----R&S --- <br />2668 4068 BF <br />'•'-5�" I 5'-0�" <br />tiv <br />T <br />o> <br />E I ROOM <br />8' 0" FLAT CLG. <br />CARPET <br />1 8'-10" <br />- <br />"6 MOD 25 SH <br />"' ( 39" x 59" ) <br />EGRESS <br />L 18'-0" <br />2ND FLOOR PLAN - UNIT-C <br />SCALE: Ye"=T-0" <br />2-STORY MASONRY WALL w/ <br />BOND BEAM HGT. AT 10'-8" <br />Y TOP AT 18'-8" <br />MASONRY HGT. @ 9'-4" A.F.F. <br />MASONRY HGT. @ 8'-8" A.F.F. <br />XA MASONRY PARTY WALL <br />CV ' <br />c TYP. 2x FRAME WALL <br />BEARING WALL <br />o INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />N SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />4 <br />1ST FLOOR 664 S.F. <br />2ND FLOOR 970 S.F. <br />TOTAL 1634 S.F. <br />GARAGE 246 S.F. <br />4 LANAI 108 S.F. <br />M ENTRY 98 S.F. <br />TOTAL SQ. FT. 2086 S.F. <br />• INSULATION REQ. <br />N 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 />NON -LOAD BEARING 2x EXT FRAME 2 x 6 R-19 KRAFT FACED <br />FRAMING, BOXED OUT FOR CONDITIONED CEILING R-30 BLOWN -IN <br />FRONT ELEVATION AT THE (INSTALL BAFFLES AT EAVE) <br />MIDDLE LEFT UNIT ONLY GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />1624 (GARAGE / LIVING) <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />2868 <br />.,•• I �I <br />■Di <br />�'4 1 <br />3068 BF 4 _� <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />9'-2" <br />EGRESS <br />MOD 25 SH <br />( 3909" ) <br />B � <br />911 <br />IR/A <br />I <br />LQ FT <br />F-0" FLAT CLG. <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 />00 <br />CO 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 />10 <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 />13 shall be exhausted directly to the outdoors. Exhaust air from <br />c bathrooms and toilet rooms shall not discharge into an attic , crawl <br />r; space or other areas inside the building. <br />uO <br />15 00 GAS APPLIANCES <br />16 `D G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />1 17 installed a min. of 18" above flr. per FBCR G2408.2. Except where <br />UP% appliances that are listed as flammable vapor ignition resistant. <br />AA <br />1/2 WALL IV WALL LEGEND <br />CAPPED <br />W 4068 BF " •I <br />4 SH <br />----R&S --- <br />2668 4068 BF <br />'•'-5�" I 5'-0�" <br />tiv <br />T <br />o> <br />E I ROOM <br />8' 0" FLAT CLG. <br />CARPET <br />1 8'-10" <br />- <br />"6 MOD 25 SH <br />"' ( 39" x 59" ) <br />EGRESS <br />L 18'-0" <br />2ND FLOOR PLAN - UNIT-C <br />SCALE: Ye"=T-0" <br />2-STORY MASONRY WALL w/ <br />BOND BEAM HGT. AT 10'-8" <br />Y TOP AT 18'-8" <br />MASONRY HGT. @ 9'-4" A.F.F. <br />MASONRY HGT. @ 8'-8" A.F.F. <br />XA MASONRY PARTY WALL <br />CV ' <br />c TYP. 2x FRAME WALL <br />BEARING WALL <br />o INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />N SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />4 <br />1ST FLOOR 664 S.F. <br />2ND FLOOR 970 S.F. <br />TOTAL 1634 S.F. <br />GARAGE 246 S.F. <br />4 LANAI 108 S.F. <br />M ENTRY 98 S.F. <br />TOTAL SQ. FT. 2086 S.F. <br />• INSULATION REQ. <br />N 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 />NON -LOAD BEARING 2x EXT FRAME 2 x 6 R-19 KRAFT FACED <br />FRAMING, BOXED OUT FOR CONDITIONED CEILING R-30 BLOWN -IN <br />FRONT ELEVATION AT THE (INSTALL BAFFLES AT EAVE) <br />MIDDLE LEFT UNIT ONLY GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />1624 (GARAGE / LIVING) <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />N <br />0 <br />N <br />tr <br />N <br />� <br />O L <br />N <br />� G <br />inn � N Z <br />�n o ca <br />r� N CV <br />CD <br />L <br />c <br />ro 0 <br />0 <br />M <br />0 <br />N <br />N <br />o <br />-.**0 **cEtq1­ <br />P <br />To the best of the Engineers knowledge, infonnatlon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Floritla Building Code - <br />Residentlal 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signatu <br />