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MIRROR <br />I II�111���IL<�JJIIIL�JI�'S11�__JI <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />MIRROR <br />i I i <br />1 <br />0 <br />0 <br />0 <br />11 LJ <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 />20X26 <br />18}X25} <br />S.H. <br />13 <br />20 X 38 <br />18 } X 37 1 <br />S.H. <br />14 <br />20 X 50 <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62i <br />S.H. <br />16 <br />20X72 <br />184X71} <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38J <br />26x37i <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11­16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />371 X 50" <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 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 } <br />S.H. <br />33 <br />54 X 38 <br />52 X 37 <br />S.H. <br />34 <br />54 X 501 <br />52 4 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 } X 714 <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" 0 DRYWALL <br />TOTAL RUN = 14'-2" 42" KNEE WALL <br />WITH 1x8 CAP & <br />3/4" PLYWOOD �11 CASING (AT 2nd 1 1/2" MIN. CLEARANCE <br />DECKING �� FLOOR ONLY) <br />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <br />tD \ SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. - - -L4F. FL. <br />chta 18 <br />v '17 1 1/4" TO 2" DIA <br />16 �� 4 HANDRAIL NO <br />15 _ LESS THAN 34" <br />14 �� NOR MORE <br />`�. 13 U THAN 38" ABV. <br />12 Z TREAD NOSING <br />- 11 CONT. <br />10 HAND RAIL <br />METAL <br />9 U HANDRAIL <br />o� 8 Q a) BRACKET <br />7�j u=1 BLOCKING AS <br />rs Z REQUIRED <br />_ 5 <br />2x STRINGERS ¢ <br />-- ;o <br />T3 HANDRAIL DETAIL <br />IV <br />F. FL. <br />14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-0" <br />BLOCK W/(2)-1/4"x 3 112" <br />TAPCONS @ 16"o.c. AND <br />TYP. STAIR SECTION 3" FROM EA. END. <br />SCALE: 1/4" = 1'-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 />e <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 />H7 <br />(2) - 1 3/4" X 16" <br />- <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 />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 1/2 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 betwdbn 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, ralllps and landings, <br />that are located more than 30 inches measured vertically to the floor or grade below at any Ooint 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 />18'-4" <br />1'4' 134„ <br />A OUTDOOR LIVING <br />o S3 9'-4" CLG. A.F.F. <br />CONCRETE <br />I 8" 6'-0" 10'-8" <br />3'-1n,, 3'_1n' <br />r- <br />'v <br />10 C� <br />in <br />MO <br />55 <br />D1 <br />TYP. U.N. <br />STONE <br />VENEER <br />16" SQUARE- <br />CMU COLUMN <br />C <br />DINING N <br />9'-4" FLAT CLG. <br />® TILE <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />_J <br />5-SH <br />2468 REF <br />I <br />I <br />3 -2" <br />6'-7" <br />o <br />O <br />7`7 <br />3 <br />I <br />KITCHEN <br />z <br />9'-4" FLAT CLG. <br />I <br />TILE <br />I <br />I <br />SINK w/ <br />I <br />DNV DISPOSAL <br />I ----I <br />L <br />I <br />FLRG.LINE-----u-- <br />8'-0" <br />16" CNTR. AT 42" <br />A.F.F. <br />® r <br />CV <br />GREAT ROOM <br />® 9'-4" FLAT CLG. <br />CARPET <br />13'-8" <br />0 <br />GG <br />® `Q S3 <br />6'-8" <br />1 <br />�......_r <br />r��■■■■.�, <br />■u <br />�n <br />0U <br />SH <br />■■■ <br />man <br />::I <br />• <br />III III <br />iii <br />III <br />} <br />■■a <br />_�.7111iiiiiiii'Ll <br />T-8" <br />1/2 WALL <br />CAPPED <br />UP <br />2x6 WALL <br />4,-4„ <br />'NO UPLIFT" _ <br />Q <br />S4 00,w- <br />H 1 N - P_W_ _R_ <br />�- TILE <br />CV J <br />r ILL <br />0 <br />2868 <br />W.H. <br />O <br />2-6" <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR GARAGE <br />FU,T <br />CLG. <br />CONC <br />ETE <br />4 <br />N <br />N <br />., r - - - - - - - - - - - - - - --- <br />I I <br />60 I I <br />■ I LINE OF 2nd STRY. ABV. <br />I- - - + <br />-NOTE- I <br />oo <br />ib p I BLK. WALLS A RE 8'-8" <br />TALL FOR "A" NIT 5-8" <br />o HB i FROM FRO T OF <br />10 io I K GARAGE <br />I TYP. @ <br />x I S4 GARAG <br />0 <br />N 8'x7' GARAGE OOR <br />'4' 5'-8" V-8" 8'-0" <br />7'-0" 1 V-4" <br />J, 18'-4" <br />1ST FLOOR PLAN - UNIT -A 1532 <br />SCALE: Y"=1'-0" <br />D1 <br />STONE <br />V-8" opVENEER <br />-8" 18'-8" _ <br />0o <br />0o <br />(o <br />0 <br />LO <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 />3' 4" <br />12'-0" 3' 0" <br />Vol <br />1'-8" T-10" <br />5'-0" 3' 10 <br />2'-8" <br />op <br />".1-4- <br />© <br />O <br />MOD <br />25 SH <br />MOD 25 SH <br />( 39" <br />x 59") <br />( 39" x 59" ) <br />EGRESS I EGRESS <br />>04 <br />)04 <br />0 <br />>04 <br />XXII <br />00 <br />OWNER'S <br />CA <br />55 <br />BEDROOM <br />D1 <br />TYP. U.N.O. <br />8'-0" FLAT CLG. <br />CARPET <br />N <br />o <br />I <br />o <br />N <br />$o <br />17'-8" <br />cm <br />io <br />6'-4" <br />4'-4" 7-0" <br />I <br />® M.C. <br />- - - - - <br />R&S <br />0 O. BATH <br />I 22"x36" <br />a'-o° FLA <br />cLG. ATTIC <br />ACCESS <br />_ _ <br />CARPET <br />I <br />C <br />M <br />iv <br />N I <br />8� (" FLAT CLG <br />N ICARPET I Ir <br />PW01 <br />LID] <br />I <br />D1 <br />___ I <br />- - - ----J <br />TYP. <br />= <br />I <br />2868 <br />R&S <br />N <br />5 <br />® <br />TX�,IV <br />7 <br />00 <br />8 <br />7' A. _ <br />0 <br />N <br />AHU <br />9 <br />60"x <br />I <br />a0 <br />WER P <br />I <br />10 <br />io <br />5' 114' <br />4'-4" <br />3'-4" I <br />T-8" 19 <br />T <br />; <br />LOFT I 1 13 <br />® rn <br />Co <br />8'-0" FLAT CLG. 14 <br />>04 <br />>04 <br />0 <br />LO <br />00 r <br />CARPET 1 <br />o0 <br />( <br />00 <br />N <br />I 16 <br />I <br />co <br />I I 17 <br />IDOI <br />UP 18 <br />7' A.F.F. <br />u <br />0 <br />1/2 WALL <br />b� <br />CAPPEDXA <br />--------------- <br />IV 7 <br />= 5'-4 <br />fV <br />1'-10" <br />9'-6"XXII <br />CV <br />co <br />0 <br />It <br />1'-0" <br />2668 <br />°° <br />BAT <br />6% <br />N0 <br />8'-0" FLAT <br />CLG <br />■ M.C. CARPET <br />q <br />I WIC <br />8'-0" FLAT CLG. <br />N <br />CARPET <br />266806 <br />N <br />0 <br />Co <br />� I <br />cO <br />- <br />- M <br />BEDROOM 2 <br />R&S <br />8'-0" FLAT CLG. <br />. <br />CARPET <br />1T� <br />- - <br />G.T. <br />F <br />- - <br />G.T. <br />4 <br />ED <br />MOD 25 SH <br />39" x 59"N ) <br />It <br />BSf <br />EGRESS <br />� <br />3'-8" <br />4'-0„ <br />7,-4" <br />o <br />bo <br />7'-0" <br />1 V-4" <br />CO <br />uO <br />18'-4" <br />2ND FLOOR PLAN - UNIT -A 1532 <br />SCALE: Ya"=1'-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />CD <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 OH SEE SN SHEET <br />1 40 M PH <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 class 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 />Hfftffitil 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 />00 FL00h N4 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 />A G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />eh <br />!V <br />0 <br />=4- <br />' a <br />O e4 <br />d <br />C= <br />d E! <br />! V CA_ tom- O_ <br />i <br />C f0 C.� CJ <br />--o�x <br />C LL Q <br />N ra c <br />N O Cp <br />Q Y <br />_n! N <br />3 a' w <br />w C,-:!:- <br />E <br />re y w a <br />T= c o <br />Cn u a <br />c E <br />CO o <br />d� <br />��A1!d! i ; tSi1t/rl, <br />' OC.V_1E <br />U • '&4 <br />tX <br />_ <br />D Cl <br />- � p SIG Q� <br />UJ <br />_ <br />G'• E Ir O ` <br />�,' <br />R •� ��� Nr <br />OVES51O <br />\ <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 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />E <br />H o m <br />V'IN Co O <br />YI 00 C N 1 <br />N0./�. <br />0) V) i` "L J <br />N O 22 7k LL <br />0 <br />N M-V S J <br />4 C J 52 LL- w <br />�u-LL a <br />'LU <br />so o <br />Z <br />�11 2o <br />19 0 <br />N Z IZ Q J <br />Z ILW <br />N <br />ZOU L) of <br />W ❑ ❑ <br />Cn <br />Z N fh <br />z � <br />Z <br />Q - <br />M <br />-9 <br />N0 <br />s <br />�(214-1 <br />'�• <br />V `� <br />�LLn <br />c $ <br />w J <br />t <br />r_ <br />Q <br />0!� <br />M <br />Cl) <br />L <br />U <br />E <br />o o <br />oa <br />wa <br />Z <br />o <br />N ru <br />az <br />Q <br />& <br />23 <br />a <br />p <br />ULL <br />Z <br />c <br />6C <br />(� J <br />No <br />ab <br />Z <br />s <br />Ez <br />0 <br />q <br />WCI_ <br />I <br />N <br />3t <br />a <br />w <br />�r <br />o°s. <br />In 0 <br />m <br />� <br />CN <br />co <br />m <br />CO <br />C <br />H <br />O <br />CV L <br />T <br />N <br />LC j <br />CV <br />a <br />Cr E <br />� <br />0 <br />00 <br />V J Eli4-1 <br />N <br />00 <br />F-- <br />+ <br />O <br />CV <br />L.i') <br />:'--' <br />,s] j N <br />L.[7 <br />0 00 N <br />Lin <br />m <br />Ire)= <br />C vi 04 <br />o <br />Z <br />Z <br />E O CA r <br />a <br />EE .. .�. <br />U J Q p 1 <br />C <br />_J <br />JOB <br />NO: 22-12493-12498 <br />SCALE : AS NOTED <br />SHEET NO. <br />3 <br />