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C14 <br />C'4 <br />1`13 <br />Cr <br />Cn <br />LID <br />C) <br />C) <br />C) <br />t2 <br />t2 <br />t2 <br />C14 <br />C14 <br />!2 <br />I <br />C14 <br />r") <br />t2 <br />C) <br />-0 <br />C) <br />t2 <br />I <br />t2 <br />I <br />to <br />Cli <br />F- <br />V) <br />:19 <br />49 <br />"I <br />tR <br />Ki <br />C14 <br />C) <br />E <br />E <br />0 <br />LZ: <br />C14 <br />C:> <br />C14 <br />C14 <br />in <br />C14 <br />C) <br />C14 <br />V) <br />MIRROR <br />wiff-111millm <br />M1 <br />ME- -E -011 1116M 1110 Mil 1 M <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-O' <br />9 <br />I, <br />BATHROOM 2 <br />SCALE: 318" = V-0" <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE 10'-8 3/4' -42" KNEE WALL <br />TOTAL RUN 14'-2" WITH 1x8 CAP & <br />CASING (AT 2nd <br />FLOOR ONLY) <br />�11 <br />00 <br />FILLED CELL LEGEND <br />E 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 />184X25i <br />S.H. <br />13 <br />20 X 38 J <br />18 J X 37 J <br />S.H. <br />14 <br />20 X 501 <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />18JX62J <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 J <br />S.H. <br />11­12 <br />27 1/4 X 26 <br />26 X 25 � <br />S.H. <br />1H3 <br />27 1/4 X 38 J <br />26 x 371 <br />S.H. <br />11-14 <br />27JX50i <br />26 x 50 <br />S.H. <br />11­15 <br />274X63 <br />26 X 62 1/2 <br />S.H. <br />11­16 <br />274X72 <br />26 X 71 112 <br />S.H. <br />22 <br />37JX26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37JX38i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37JX501 <br />36 J X 50 <br />S.H. <br />25 <br />37JX63 <br />36 4 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 J X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52JX 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <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 />NIA <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 16 <br />15 <br />14 N, <br />13 0 <br />Ar- 12 Z <br />CONT. <br />10 HAND RAIL <br />9 0 <br />0 <br />8 < <br />7 Lu <br />6 <br />�0 <br />5 <br />2x STRINGERS <br />4'-2" <br />TYP. STAIR SECTION <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2' <br />FLITCH PLATE <br /><@>(2) <br />- 13/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4" X 16" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4" X 7 1/4" <br />LVI­ 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />ollow 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 />U F. FL. 4 <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 THAN <br />38" ABV. TREAD <br />NOSING <br />METAL HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />2x4 #2 SYP P T THRUST <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />TAPCONS @ 16"o.c. AND <br />3" FROM EA. END. HANDRAIL DETAIL <br />SCALE: 3" =V-0" <br />Stair and Rallina 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 1/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 <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 />13'-4" <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />--J <br />THB <br />- - - - - - - - - - - - - - - - - - - - - - - <br />OUTDOOR LIVING <br />9'-4" CLG. A. F.F. <br />CONCRETE <br />011 16-8" <br />6-8 10 3'-10" X-10" 21-811 <br />To <br />6068 SGD <br />ED <br />N <br />5-SH <br />2468 BF <br />c? <br />&D <br />(D <br />8'-3- <br />3S- 2 <br />6-7" <br />0 <br />0 7".(D <br />DINING C14 <br />KITCHEN 1110 <br />Lu <br />9'-4" FLAT CLG. <br />9'4" FLAT CLG. 0 <br />Z <br />TILE <br />TILE <br />SINKw/ <br />o? <br />&D <br />D/W DISPOSAL <br />F - - - <br />r - - -.J <br />I <br />FLRG. LINE <br />- % <br />L - - - - - - - - - - <br />T 2x <br />8-4" <br />16-0" L <br />Ir -- <br />16" CNTR. AT 42"-1 9 <br />10 <br />7 <br />A.F.F. <br />-1/2 WALL <br />&D <br />CAPPED <br />&D <br />Up 2 <br />C? <br />C14 <br />3 <br />co <br />4 <br />GREAT ROOM <br />5 <br />9'-4" FLAT CLG. <br />6 <br />CARPET <br />14'-0" <br />OP <br />&D <br />CD <br />D1 <br />rGG <br />10 <br />TYP. <br />�3 <br />11 <br />12 <br />2x6 WALL <br />7'-0" 2'-8" 4'4" <br />9 <br />LO <br />OP <br />*NO UPLIFT* <br />- <br />;;;" <br />(PW01 <br />FLRG. LINE Q <br />S <br />Z <br />00 -J <br />" <br />.0 d <br />��D 1� <br />S4 <br />-S - - - - - - <br />TYP. <br />00 C� <br />H1 <br />u- TILE <br />FOYER <br />1 9'4"FLATCLG. 2868 <br />TILE <br />00 <br />80 <br />9'4" <br />T.O.M.. <br />0 <br />7'4" <br />li-0 <br />0) <br />L 2-15" <br />3068 <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN REQUIRED <br />Qq <br />PER FBC <br />2'-0" <br />1 -CAR GARAG <br />E <br />9 <br />9'-4" FU <br />T CLG. <br />CONC <br />RETE <br />ENTRY <br />o? <br />9'4" CLG. A. F.F. b <br />og <br />OP <br />CONCRETE <br />9 <br />r- - - - - - - - - - <br />- - - - - - -- <br />LO <br />0 <br />1.2 <br />C? <br />o? TYP. @ <br />60 <br />9 <br />GARAGE <br />I <br />n <br />I <br />o? <br />STONE <br />VENEER <br />1ST FLOOR PLAN - UNIT-C 1624. <br />SCALE:Y4"=V-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />SEE �SIN SHEET SEE SN SHEET <br />140 MPH <br />N Z . <br />OTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +29.7 / -39.7 <br />General Notes <br />R302.5 Dwelling/Garage Open I ng/Penetration Protection <br />F <br />I <br />Opening and penetrations through walls or ceilings separating the <br />181-01. 0 & I <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />T-O" 12-4- T-0- <br />R302.5.1 Opening Protection <br />L. 2'-8" T- 10" 6-0" T-101. 7-8- <br />Openings from a private garage directly into a room used for <br />D <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />MOt-:8 SH MOt-2'5 SH <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />39" x 59" 39" x 59" <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />iGRESS EGRESS <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 />c? <br />o? <br />material and shall not have openings into the garage. <br />&D <br />Z0 <br />OWNERS <br />R302.5.3 Other Penetrations <br />BEDROOMI <br />Penetrations through the separation required in Section R302.6 <br />be by R302.1 1, Item 4. <br />shall protected as required section <br />8'-0" FLAT CLG. <br />R302.6 Dwelling/Garage Fire Separation. <br />CARPET <br />�2 <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 />go <br />18'-0" o? <br />wall: <br />* From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />6-8" 4'-011 T-4" <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 />e Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />go <br />-1 <br />04 <br />(0 <br />= � \\, �Dl <br />TYP. <br />CD <br />&D <br />rh <br />i:r) <br />L than 1/2" Gyp. Bd. or equivalent. <br />Garages Located Less Than 3 Feet From Dwelling On The <br />0 Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />0. 3AT 22"x36" to the interior side of exterior walls that are within this area. <br />�7�� <br />D78'-O" -LAT CLG ATTIC <br />C NRPET ACCESS R312.2.1 Window Sills <br />TYP. IT <br />DO:)) PW01 <br />D1 <br />00 IC EO <br />(0 In dwelling units, where the top of the sill of an operable window is <br />00 10 <br />04 It <br />04 0'4' FLAT CLG I w located less than 24 inches (610 mm) above the finished floor and <br />C� greater than 72 inches (1829 mm) above the finished grade or <br />En ]CARPET I <br />-V- other surface below on the exterior of the building, the operable <br />DA window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />/N\ r mm) sphere to pass throunh the onaninn where the onaninn is in <br />WE <br />no <br />MIDI!= <br />p M <br />il <br />lis W - - - - <br />00 <br />(0 <br />00 <br />N <br />2868 <br />u` % <br />BATH <br />018'-0" FIL J CLG. <br />ET <br />00� <br />R&S <br />N <br />3068 BF 1 ­41107 <br />BED OOM 3 <br />8'-O�"F 9 CLG. <br />EGRESSI <br />MOD25SH <br />39" x 59" <br />IR/A <br />4'-0- T-4" <br />64" <br />UP <br />Li <br />LQFTk,U,P.. <br />1/2 WA <br />LAT CLG. CAPP <br />C RPET <br />5'-8" <br />4068 BF <br />4SH <br />R&S <br />2668 4068 BF <br />6-085" <br />58' 1 1 <br />014 <br />13E ROOM,22 <br />8'- 0" FLAT CLG. <br />CARPET <br />1 V-10" <br />MOD 25 SH /"M� <br />CN 39" x 59" <br />EGRESS <br />-71 A 11 <br />18.4. <br />2ND FLOOR PLAN - UNIT-C <br />SCALE: A"=V-0" <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 />;0 <br />EO <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 />C) <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />1L <br />space or other areas inside the building. <br />LO <br />15- <br />o? <br />GAS APPLIANCES <br />1L <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 />17 <br />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />is <br />X4 <br />appliances that are listed as flammable vapor ignition resistant. <br />X4 <br />WALL LEGEND <br />IL <br />ED <br />2-STORY MASONRY WALL w/ <br />BOND BEAM HGT. AT 10-4- <br />TOP AT 18'-8" <br />MASONRY HGT. @ 91-4" A.F.F. <br />M <br />MASONRY HGT. @ 8'-8" A.F.F. <br />!4 <br />MASONRY PARTY WALL <br />- -1 <br />N <br />TYP. 2x FRAME WALL <br />7 1 BEARING WALL <br />C) <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />C14 <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />9 <br />U) <br />1ST FLOOR 664 S.F. <br />2ND FLOOR 970 S.F. <br />TOTAL 1634 S.F. <br />GARAGE 246 S.F. <br />LANAI 108 S.F. <br />Cl) <br />ENTRY 98 S.F. <br />% <br />C3 <br />TOTAL SQ. FT. 2086 S.F. <br />INSULATION REQ. <br />1k <br />1k <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/R-1 3 KRAFT FACED <br />�-NOWLOAD BEARING 2x <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />FRAMING, BOXED OUT FOR <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />FRONT ELEVATION AT THE <br />(INSTALL BAFFLES AT EAVE) <br />MIDDLE LEFT UNIT ONLY <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />1624 <br />(GARAGE / LIVING) <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />CC C-; C-4 <br />U.. <br />UW cc C= <br />C.5 <br />co <br />T <br />;0: <br />to CID <br />LJ CD <br />E <br />C`3 <br />L E <br />C ENS*-. <br />cj . <br />Nol__78 750 <br />ir <br />STATE OF t4t Z <br />44, <br />AIN <br /><,\ - - 4 0 R <br />19 1­ % �4 <br />" 9/ ­­* <br />0 J-i;4,0NALS',.%0 <br />li#1114111� <br />To the best of the Engineer's knowledge, infonination and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />E C-J <br />C-1 <br />6 ag <br />0 Lo <br />CL LU <br />0- <br />si (5 <br />Ca U. Z <br />0 <br />Z 0 <br />0 <br />cc ui <br />.94 <br />W 05 <br />00 <br />IL02 <br />L0 Cl) Z Lu <br />:c <br />LL <br />3 <br />C14 < rn F- <br />0 L9 <br />M <br />Z i < <br />< <br />U) <br />V) Z .0 <br />o ­0 <br />(1) <br />41- <br />+.J <br />0 <br />V) C, <br />C-) <br />E <br />0 <br />0M <br />401 <br />4 <br />Cf> <br />C13 <br />M. <br />Z <br />10 <br />Z< <br />Z <br />U- <br />E <br />'0 <br />Z <br />E 0 <br />FT ro <br />CL <br />E <br />0 <br />00 <br />a <br />t <br />C13 <br />2- <br />0 < <br />.8 <br />0 <br />Z, <br />Z <br />15 <br />8 <br />1Z <br />ZO <br />Z <br />W <br />A <br />MJCl> <br />L <br />E <br />00 <br />C'� <br />Co <br />L0 <br />07 <br />00 <br />U) ca <br />4-J <br />0 <br />LO <br />CY) <br />L0 <br />-0 <br />.0 C-4 <br />C) <br />C) Q <br />U-5 <br />E <br />0 <br />Z <br />E 40 'r7 <br />E <br />C <br />0 Z <br />0 -1 < <br />JOB <br />NO: 23-13125-13130 <br />SCALE : AS NOTED_ <br />SHEET NO. <br />4 <br />