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v� <br />3 <br />v <br />C- <br />cNa <br />I <br />rN <br />O <br />ar <br />fn <br />0 <br />0 <br />I <br />DO <br />J <br />rn <br />N <br />i <br />i <br />CC.14 <br />i <br />N <br />M <br />L <br />Cr <br />C <br />cn <br />0 <br />Q <br />R <br />0 <br />m <br />rn <br />N <br />N <br />I <br />M <br />i <br />r� <br />N <br />o� <br />i <br />F- <br />0 <br />Q- <br />rn <br />0 <br />0 <br />c <br />Y <br />N <br />O <br />0 <br />a <br />F2 <br />L <br />a <br />c <br />J <br />0 <br />0 <br />U <br />J <br />a� <br />G= <br />N <br />O <br />oo <br />0 <br />N <br />0 <br />00 <br />Li <br />0 <br />a <br />z <br />W <br />M <br />m <br />v <br />cn <br />0 <br />F_ <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-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 = 1U-8 3/4" <br />TOTAL RUN = 14'-2" <br />3/4" PLYWOOD <br />DECKING <br />F. FL. <br />I9 <br />F. FL. <br />42" KNEE WALL <br />WITH 1x8 CAP & <br />CASING (AT 2nd <br />FLOOR ONLY) <br />13 <br />12 <br />IE <br />5 <br />2x STRINGE <br />4 <br />0 <br />r; <br />0 <br />60 <br />0 <br />M <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25i <br />S.H. <br />13 <br />20X38 <br />182X37a <br />S.H. <br />14 <br />20 X 50 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 621 <br />S.H. <br />16 <br />20X72 <br />18'X711 <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38g <br />26x37gq <br />S.H. <br />1 H4 <br />27 a X 50 <br />26 x 50 <br />S.H. <br />11­15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11­16 <br />277'X72 <br />26X711/2 <br />S.H. <br />22 <br />371X26 <br />364X251/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J 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 />37 J X 63 <br />36 X 62 1/2 <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 J <br />52 X 37 4S.H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52' X 62 <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 />sir <br />d <br />W <br />U <br />Z <br />-CONT. <br />HAND RAIL <br />w <br />J <br />U <br />Q <br />M <br />z <br />3 <br />2 <br />1 <br />F. FL. <br />TYP. STAIR SECTION <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 />H6 <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 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 />2x4 #2 SYP. P.T. THRUST <br />BLOCK W/(2)-1/4"x 31/2" <br />TAPCONS @ 16"o.c. AND <br />3" FROM EA. END. <br />DRYWALL <br />1 112" 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 />HANnRAII nFTAII <br />SCALE: 3" =V-0" <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 % 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 1112 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 />c <br />c <br />0 <br />1ST FLOOR PLAN UNIT -A 1532 <br />SCALE: )/4'=1'4' <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 />ro-�r <br />3'-4" <br />10 <br />12'-0" 0. S-0" <br />oll <br />1'-4" 1'-8" 3'-10" <br />5'-0" 3'-101, <br />2'-8" <br />© <br />O <br />MOD <br />25 SH <br />MOD 25 SH <br />(39"x59") <br />(39"x59") <br />EGRESS EGRESS <br />- <br />o <br />- <br />0? <br />OWNER'S <br />55 =- <br />BEDROOM <br />D1 <br />8'-0" FLAT CLG. <br />CARPET <br />CV <br />o <br />I <br />00 <br />o <br />N <br />C? <br />-01 <br />17-8" <br />CO <br />- <br />64" <br />10 <br />4'4" 7-0" <br />10 <br />® M.C. <br />- - - - - <br />R&S <br />0 <br />O O. BAT <br />I 22"x36" <br />------ <br />- 8'-0" FLA <br />CARP <br />CLG. ATTIC <br />IT ACCESS <br />I C I <br />N <br />^ <br />\\ 8/J <br />� <br />CN <br />`' <br />- <br />iv <br />N I <br />m FLAT CLG <br />N 1 / ICARPET 111 <br />PW01 <br />D 1 <br />- <br />LID <br />L -V- � I <br />-- <br />_ _ <br />®� O <br />I <br />N <br />CO <br />2868 <br />5 <br />t <br />6 <br />ao <br />- <br />E TO <br />' <br />I d <br />7 <br />00 <br />-- 7'A. .- <br />00 <br />8 <br />(o <br />- <br />cv <br />AHU 9 <br />60"x <br />r <br />00 <br />WEIR P <br />I ~ <br />10 <br />-_ <br />R/A I I 11 <br />in <br />I 5' 114' <br />4'4" <br />T-4" T-8" 19 <br />co <br />-- <br />-- ; <br />13 <br />LOFT <br />LO <br />19 <br />8'-0" FLAT CLG. I I 14 <br />o <br />f. <br />LO <br />-- <br />N <br />CARPET �i 15 <br />I 16 <br />I <br />00 <br />c° <br />t 17 <br />10 <br />UP 18 <br />T A.F.F. <br />L <br />0 <br />112 WALL <br />CAPPED <br />_ 5'-4 <br />CV <br />1'-10" <br />9'-6" <br />CV <br />M <br />; <br />O <br />V, <br />r <br />T <br />� <br />°° <br />CV <br />1'-0" -- io <br />- BATH6� <br />O <br />2668 <br />8'-0" FLAT <br />CLG I <br />■ CARPET <br />_ M.C. <br />4 <br />- <br />r <br />a <br />- I WIC <br />( 8'-0" FLAT CLG. <br />CV <br />CARPET <br />2668 <br />-- I N <br />O <br />zo <br />-- I <br />co <br />----- <br />---- M <br />BEDROOM 2 <br />-- R&S <br />8'-0" FLAT CLG. <br />CARPET <br />fnT� <br />G.T. <br />G.T. <br />00 <br />F.C. FOR ELEV. 2023 <br />& <br />o <br />`O <br />MODERN ELEV ONLY. <br />DOES NOT APPLY TO <br />MOD 25 SH <br />STD/LT ELEVATIONS. <br />( 39" x 59" ) <br />EGRESS <br />3'-8" <br />T-10" 3'-10" <br />4'-0" <br />7'-4" <br />-711 <br />( <br />- <br />o <br />_ <br />7'-0" <br />1 V-4" <br />18'-4' <br />X. <br />2ND FLOOR PLAN - UNIT -A 1532 <br />SCALE: 4"=V-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <br />+29.7 / -32.2 <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET OH SEE SN 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 />FsOFFIT 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 />Ilya <br />..- <br />::::::::::■::.r <br />«.r.r.r....uu� �....orm • <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 <br />2ND FLOOR <br />677 S.F. <br />864 S.F. <br />TOTAL <br />1541 S.F. <br />GARAGE <br />246 S.F. <br />LANAI <br />110 S.F. <br />ENTRY <br />42 S.F. <br />TOTAL SQ. FT. <br />1939 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />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 />CO <br />tV <br />- <br />> W <br />Q <br />m <br />� X <br />ea o >~ <br />W <br />H N <br />a, C J <br />to:.X5Q <br />:= as c r� <br />= E <br />R o <br />� U <br />N <br />0 <br />CV <br />N <br />i= <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 Flo da Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />�ws'' W <br />11 14, <br />Q <br />{� <br />M <br />5 <br />N <br />N C'V <p <br />i <br />t <br />V <br />� 6 <br /># LL LL <br />7 V7 <br />M <br />Mo <br />mLL o Y Z <br />J 2 O <br />et{ <br />Z <br />Z <br />y <br />- .o rn � O <br />@ C he <br />0 <br />w O � tY � O <br />; lu <br />nl 3 <br />W <br />W <br />W <br />Z <br />7 U N <br />m <br />Q <br />in 1' °' -0z <br />co d Of O <br />Z <br />+3 <br />Ln M U F=.. <br />k�Z <br />o 0 ❑00 <br />�` <br />W <br />V M � <br />N M <br />0 <br />z <br />a <br />N <br />to <br />r> <br />z <br />0 _ <br />0 <br />LL <br />/a--r <br />t� <br />, <br />C <br />V-' m <br />-0O <br />tJ) <br />YZN <br />S <br />c <br />.) <br />U 6 <br />NOW r, <br />J E <br />r <br />V Q N <br />0 <br />0 <br />N <br />o <br />JZ <br />w <br />� <br />M <br />M <br />O <br />o i <br />z <br />z <br />Q <br />`� <br />U_ <br />LL <br />E <br />� ® <br />U� <br />zo <br />� o <br />s <br />Zo <br />a� <br />zo <br />o <br />o0m <br />u o <br />c E <br />6 <br />N <br />o <br />z <br />WpQ <br />�z <br />�w <br />e0 <br />4o <br />m0 <br />Z <br />m J <br />.o <br />aw <br />�� <br />o< <br />�Z <br />z <br />mom <br />in <br />O <br />ova <br />ao <br />ao <br />m <br />�- <br />� <br />F <br />. 0 <br />� 0 <br />M <br />V <br />W <br />d ti <br />oN <br />U <br />T <br />> OQ <br />T <br />.dam <br />2 <br />rn <br />T <br />O <br />L <br />� 00 <br />t <br />00 <br />co <br />T <br />r <br />,r <br />� � <br />Li-i <br />O <br />00 <br />��^^ <br />V) m <br />00 <br />4-1 <br />�- <br />0 <br />I0 <br />Q <br />�o <br />O <br />04 <br />CO <br />0 <br />r <br />ni <br />M <br />LO <br />N <br />o <br />Z <br />Z <br />E O <br />0) <br />M <br />a <br />o <br />U � <br />Q p <br />� <br />JOB <br />NO : 23-12154-12159 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3 <br />