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v <br />I <br />co <br />N <br />c0 <br />I <br />N <br />x <br />v <br />O <br />cnOr <br />0 <br />N <br />I <br />M <br />N <br />0 <br />J <br />L0 <br />O <br />I <br />-a- <br />r` <br />in <br />0 <br />I <br />i <br />I <br />rb <br />N <br />cc <br />i <br />v <br />cn <br />0 <br />N <br />I <br />N <br />0 <br />J <br />�i <br />0 <br />I <br />0 <br />I <br />r•� <br />i <br />v <br />Cn <br />0 <br />-o <br />Q <br />Q <br />M <br />fV <br />N <br />a <br />E <br />E <br />0 <br />`v <br />c <br />c <br />J <br />c0 <br />0 <br />J <br />-2 <br />t_. <br />M <br />O <br />0 <br />a. <br />M <br />0 <br />ZZ <br />u7 <br />ui <br />]G <br />N <br />0 <br />U-i <br />'v <br />Cr) <br />q <br />r` <br />MIRROR <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 />3/4" PLYWOOD <br />DECKING <br />F. FL. <br />F. FL. <br />0010 <br />Eo <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />U1 <br />BATHROOM 2 <br />SCALE: 3/8" = 1'-0" <br />42" KNEE WALL <br />WITH 1x8 CAP & <br />CASING (AT 2nd <br />FLOOR ONLY) <br />4 <br />\ <br />\ <br />11 <br />\ <br />\ <br />\ <br />\ <br />------------- <br />\ <br />\ <br />\ <br />13 <br />12 <br />-711 <br />2x <br />4 <br />0 <br />bo <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 4 X 25 } <br />S.H. <br />13 <br />20 X 38 J <br />18 J X 37 i <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX71J <br />S.H. <br />11-12 <br />271/4X26 <br />26X25} <br />S.H. <br />11-13 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />1H5 <br />271X63 <br />26X621/2 <br />S.H. <br />1H6 <br />27X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <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 501 <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } 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 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 i <br />S.H. <br />33 <br />54 X 381 <br />52 } X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 624 <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 />,--CONT. <br />HAND RAIL <br />TYP. STAIR SECTION <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 />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 />tH7 <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 />U F. FL. <br />DRYWALL <br />Ir <br />1 1/2" MIN. CLEARANCE <br />BLOCKING AS <br />REQUIRED <br />2x4 #2 SYP. P.T. THRUST <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />TAPCONS . 1ND.c.AND HANDRAIL DETAIL <br />3" FROM EA. END. <br />SCALE: 3" =1'-0" <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 />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 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 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 />AC PAD <br />HB <br />VERIFY <br />LOCATION OF <br />A/C PAD <br />------------------------- <br />OUTDOOR LIVING <br />9'-4" CLG. A.F.F. <br />o <br />CONCRETE <br />ED <br />-0" 16'-8" <br />6'-8" 3'-10" 3'-10" <br />YQ <br />6068 SGD <br />°' ~ <br />® <br />■oo <br />5-SH <br />12'-8" <br />© <br />bo O <br />---- <br />2468BFREFo0i`° <br />`° <br />8'-3" <br />X-2" <br />6'-7" <br />o I <br />O O <br />r <br />DINING N <br />KITCHEN W 1 1� <br />N <br />9'-4" FLAT CLG. <br />9'-4" FLAT CLG. z <br />Z <br />TILE <br />TILE <br />I <br />Do <br />I <br />SINK w/ <br />D/W DISPOSAL I <br />I <br />I O I <br />FLRG. LINE <br />2x8 WALL <br />o <br />16" CNTR. AT 42" in <br />A.F.F. <br />1/2 WALL <br />ED <br />ED <br />CAPPED <br />ED <br />1 <br />= <br />7 <br />II UP 2 <br />iio <br />N <br />I <br />I <br />co <br />GREAT ROOM <br />5 <br />9'-4" FLAT CLG. <br />CARPET <br />OP <br />14'-0" <br />_ 7 <br />co <br />PW01 <br />h <br />D1 <br />• GG <br />10 <br />TYP1.. <br />S3 <br />11 <br />1 <br />2x6 WALL <br />7'-0" 2'-8" 4'-4" <br />o <br />LO <br />LO <br />0o <br />tD <br />*NO UPLIFT* <br />Z_ <br />pW01 <br />FLRG. LINE Q <br />oo'-a <br />OPVM <br />D1 <br />S4 <br />N-----' <br />TYP. <br />I iv <br />TILE <br />1. <br />I rn t" <br />ill',- x H1 <br />FOYER I <br />11 9'-4" FLAT CLG. 2868 <br />_ TILE <br />°o <br />0 O <br />$2 H <br />oo <br />ED <br />9�_4" <br />N W.H. <br />T.O.M. <br />0 <br />q <br />b� <br />7 4" <br />2'-6" <br />tq <br />3068 <br />BUILDER TO <br />PROVIDE <br />© <br />APPLIANCE <br />PROTECTION <br />a <br />WHEN REQUIRED <br />c� <br />PER FBC <br />2'-0" 4'-$" 1-CAR <br />ARAG E <br />9'-4" F <br />T CLG. <br />CONC <br />ETE <br />ENTRY <br />9'-4" CLG. A.F.F. o N <br />og <br />OP <br />CONCRETE ro <br />0 <br />r------------------ <br />LO <br />I <br />I <br />�o I <br />En I <br />I <br />I <br />co <br />I <br />I <br />I <br />I <br />u0 <br />I <br />I <br />co j TYP. @ <br />00 <br />j <br />0 <br />co <br />1 GARAGE <br />I <br />I <br />I <br />I � <br />I <br />co <br />I <br />I <br />q <br />N <br />N <br />EV <br />o�.,�� r±nonr±c <br />nnno <br />STONE <br />VENEER <br />8'-0" <br />1ST FLOOR PLAN -UNIT-C 1624 <br />SCALE: 4"=1'-0" <br />--- - - - -_. --1 <br />2ND FLOOR PLAN -UNIT-C 1624 <br />SCALE: Y4"=1'-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />AO <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 />+26.16 / -29.1 <br />F <br />+26.6 / -33.5 <br />ISEE <br />SN SHEET OH SEE SIN 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 />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 />uuuuuuuuuou■■i � . <br />//////// MO0,04 • - <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 />664 S.F. <br />970 S.F. <br />TOTAL <br />1634 S.F. <br />GARAGE <br />246 S.F. <br />LANAI <br />108 S.F. <br />ENTRY <br />98 S.F. <br />TOTAL SQ. FT. <br />2086 S.F. <br />INSULATION REQ. <br />EXT CONC WALL <br />EXTFRAME 2x4 <br />EXTFRAME 2x6 <br />R CONDITIONED CEILING <br />R-4.1 HIGH PERM <br />R-11/R-13 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION �R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />c <br />4tW13 <br />N <br />o :: <br />> W <br />N <br />y o <br />t� <br />C-oroX <br />r C ►,►- tl <br />A <br />O <br />12 ccin <br />(f <br />N O 10 <br />4 d y `V �t <br />Z. <br />c <br />y E <br />-c <br />d � 5 Q <br />3 <br />d d � <br />•`° >-. <br />J.' <br />cs <br />C E <br />fo p <br />o. u <br />`: E• <br />` <br />G \` \ • -� <br />'•'i•.i...... <br />�r <br />�rif/rrr'I;iirtt59\\�``\`a <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />to <br />S <br />(0 <br />fV � Vo <br />pdQ QC� <br />00 N J J <br />� LL LL <br />0) <br />07Mv� LL <br />N <br />4 <br />C <br />a a <br />JLLLL a t <br />2 <br />0 <br />0 <br />M C E <br />m <br />W <br />MI-N cp <br />rs °' a <br />- <br />IL <br />ILW <br />co f0 w_ <br />N Cl)Z 0 8 �E <br />= <br />OU ❑1]❑ <br />W <br />(D <br />U R v <br />Z N O <br />Z n <br />$ <br />Q <br />V) <br />M <br />v <br />Q) <br />CD8 <br />(13 <br />cn <br />UJ <br />0 <br />w <br />to <br />�V) <br />c �, <br />L <br />c � <br /><r <br />� <br />w <br />see <br />o <br />� <br />w <br />z <br />C" J <br />w <br />OQ <br />EE <br />�o <br />!LLz® <br />> <br />a <br />o <br />O� <br />a� <br />7u <br />a <br />rt7 <br />: I- <br />13, <br />< <br />g <br />w z <br />n <br />M <br />C <br />m <br />¢ <br />r Y <br />m <br />i <br />Z <br />J <br />yY0 <br />aw <br />N <br />03 <br />Z <br />W <br />ra <br />z a <br />I <br />w r <br />° <br />.s <br />1 0 <br />> 00 <br />~ <br />8 <br />ui <br />W <br />C <br />N <br />N <br />0 <br />I <br />`- <br />T_ <br />C <br />M <br />LC7 <br />(� T <br />IJ. <br />a <br />r <br />CV <br />CV <br />T <br />00 <br />6 <br />U) <br />c <br />U <br />r <br />r <br />mCD <br />N <br />CV <br />H <br />0 <br />ca <br />LL7 <br />� <br />.n <br />00 <br />N N <br />M O <br />O <br />Q T <br />N <br />M r <br />T <br />E <br />W <br />E 1 <br />(� <br />M <br />j <br />o <br />z <br />Z <br />E T <br />c <br />d <br />U _J <br />v ai <br />Q O <br />c <br />_J <br />JOB <br />NO: 23-05741-05746 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />4 <br />