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6.."L - i I _A �L � 1. 1 . - --- I � ____ J_ I . . � i ; � 1'... 1 <br />11A.1 A Lc�, A� I <br />C:) <br />C=) <br />t2 <br />t2 <br />I <br />J-1 <br />�:i <br />t2 <br />C14 <br />Cn <br />19 <br />�Q <br />�2 <br />t2 <br />:19 <br />C <br />E <br />(D <br />E <br />0 <br />0 <br />01 <br />_R <br />LZ <br />C'4 <br />C> <br />C14 <br />C14 <br />8- <br />C14 <br />_15 <br />U) <br />OWNER'S BATHROOM <br />SCALE: 31/8"=V-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 = 10'-8 3/4" <br />TOTAL RUN = 14'-2" <br />42" KNEE WALL <br />J <br />WITH 1 x8 CAP& <br />3/4" PLYWOOD <br />CASING (AT 2nd <br />DECKING <br />FLOOR ONLY) <br />N, <br />F. FL. <br />------- <br />------------- <br />18 <br />17 <br />16 <br />15 <br />14 <br />13 C <br />V_ <br />12 21 <br />-ONT. <br />10 RAIL <br />9 L <br />8 C <br />7 U <br />2 <br />6 2 <br />5 <br />2x STRINGERS 4 oi <br />F. FL. <br />1 <br />14' <br />TYP. STAIR SECTION <br />SCALE: 1/4" = l'-O" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><e>(2) <br />- 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2- <br />FLITCH PLATE <br />(2) - 2XII 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><e>(2) <br />- 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><e>(2) <br />- 13/4" X 11 1/4 LVIL <br />2.OE Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 7 1/4" <br />LVIL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Foll Q/S4. See Plan for <br />RAG <br />FILITCH 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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25J <br />S.H. <br />13 <br />20 X 38 J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 J <br />S.H. <br />16 <br />20 X 72 <br />18 JX 71 J <br />S.H. <br />IH2 <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 37 4 <br />S.H. <br />1H4 <br />27JX501 <br />26 x 50 <br />S.H. <br />IH5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11­16 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37JX38J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36JX50 <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 />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />52�X254 <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 J X 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 />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 />X DRYWALL <br />1 1/2" 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 />X <br />HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />F. FL. <br />HANDRAIL DETAIL <br />2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-O" <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />TAPCONS @ 16"o.c. AND <br />3" FROM EA. END. <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 />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 />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 />A '4' 13-4- T-8" <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />M <br />A ------- 0_6 _T_D_ 0--0- _61 V__I _N_G_ <br />_2 <br />S3 9'-4" CLG. A.F.F. <br />9 <br />&D CONCRETE <br />J8" 6'-0" <br />.4" 6-8" T-10" T-10" 2'-8 <br />6068 SGID <br />60 5-SH <br />REF <br />-t2468 <br />I I OP <br />11 T-11 1 T-2" 6'-7- <br />0 <br />0 <br />T(D 7 <br />Z� <br />0 <br />DINING KITCHEN Z111 <br />Ll 91-4" FLAT CLG. 9'-4" FLAT CLG. <br />on TILE TILE <br />c? <br />SINKw/ OP <br />D/W DISPOSAL J <br />I F - - - <br />19 r --- J <br />FLRG. LINE <br />2x8 WALL 54A <br />X4 <br />8-41 6-0" T-13" XXII <br />9 <br />16" CNTR. AT 42" LO <br />- A.F.F. <br />OP 7 1/2 WALL <br />LO CAPPED &D <br />Cl) 04 <br />1 <br />A% UP 2 <br />OP C14 3 <br />- (D fl <br />M - I ( 55 4 <br />CY) <br />GREAT ROOM 5 <br />1% TYP. U.N.0 UD 9'-4" FLAT CLG. 6 <br />CARPET <br />7 00 <br />13'-8 0 CD <br />CD 8 <br />F, <br />9 <br />rG G 10 <br />S�3 <br />11 <br />1M <br />STONE <br />VENEER <br />16" SQUARE- <br />CMU COLUMN <br />FLRG. LINE -A <br />00 <br />I <br />CD I co <br />Itt I <br />7c, 1 <br />FOYER <br />9'-4" FLAT CLG. <br />E <br />C? <br />60 <br />0? <br />60 <br />T-0" <br />9 <br />;U__ <br />N <br />4'-4' .1 <br />2 x6 WALL <br />*NO UPLIFT* <br />Q <br />t 7 <br />S4 <br />00 �Lu <br />H1 <br />00 �z - <br />04 PVM. <br />111111111111�/213 <br />;01 V <br />04 <br />Z-13" <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1 -CAR G'ARAG E <br />9'-4" FLJkT CLG. <br />r----------------- <br />I <br />N <br />LINE OF 2nd STRY. <br />ABV. <br />"NOTE <br />BLK. WALLS P <br />RE V-81" <br />TALL FOR "A" I. <br />)NIT T-8" <br />FROM FROI <br />4T OF <br />GARAGE <br />TYP. @ <br />/_(�)GARAG <br />E <br />R'x7'GARAGEJ2OR <br />8-4- <br />V-8" <br />.1. 11, <br />18-4- <br />1ST FLOOR PLAN - UNIT -A 1532. <br />SCALE: X"=V-0" <br />`- STONE <br />70, VENEER <br />-7 <br />V-13" a 18'-8" <br />O.M.`-V T.O.M.- <br />9 <br />b) <br />C11 <br />P3 <br />ON <br />1, <br />�2 <br />FILLED C9LL LEGEND <br />0 CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />* FILLED CELL BELOVV 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />* FILLED CELL ABOA 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />F_ - - - - - - - - - - - - - - - - - __1 <br />18'-4" <br />3-4- 12'-0" 3'-0" op <br />1'-4" V-8- T-1 0" 6-101" T-10" 2'-8" <br />MOD 25 SH MOD25SH <br />39" x 59" (39" x 59") 1� 14 <br />EGRESS EGRESS <br />9 09 <br />OWNER'S <br />BEDROOM <br />8'-0" FLAT CLG. <br />.0. CARPET <br />C14 <br />0? <br />17'-8" <br />EO <br />64" 4'-4" 7'-0" <br />M.C. R&S <br />0. BATH I 22"x36" <br />8'-0" FLAI CLG. co ATTIC <br />CARP EFT ACCESS WIC I <br />cli <br />9 <br />Co C14 ce) <br />00 FLAT CLG <br />00 0 <br />041 <br />C14 ICARPET <br />0) 1 <br />L__ _V_ _J <br />N F�D :2 8 6\8 5 <br />A X 6 <br />00 <br />7 ;o <br />LO E TO I <br />00 &D <br />TA. 8 <br />- loop CN 9 <br />60"x <br />00 -1 <br />WER PA4 1 10 <br />�t (D 0 d A <br />4'-4" T-4" I <br />1 1 T-8" <br />00 <br />13 <br />LOFT i 0% - t <br />1 14 9 <br />M Z? 8'-0- FLAT CLG. LO <br />M 00 F, I <br />% CARPET 15 OP <br />C"! <br />, 16 <br />d 17 <br />o? <br />Up 18 <br />7 A.F.F. bD 1/2 WALL <br />CAPPED <br />-4 -10" 1. 04 9'-6" <br />r-A ce) 5' Ill. <br />C14 <br />-1 E <br />o? 11-0.1 r! . :� - <br />BATM <br />LAT <br />8'-0" F CLG <br />INV- M.C. CARPfT <br />9 <br />wic <br />8'-0- FLAT CLG. <br />04 <br />CARPET 2668 <br />9 <br />C� <br />Z0 to <br />----- ---- BEDROOM 2 <br />R&S 8'-0" FLAT CLG. <br />CARPET <br />G.T. <br />G.T. <br />00 F.C. FOR ELEV. 2023 & 9 <br />U'J MODERN ELEV ONLY. <br />DOES NOT APPLY TO MOD25SH <br />STD/LT ELEVATIONS. L_ (39" x: 59") <br />E -ss <br />E <br />GR <br />'I. <br />13-8" -10" T-10" <br />Of *I - <br />4 -0" T.4" <br />00 <br />(D <br />T-0" U') <br />1 18-4- <br />L - - _71 <br />2ND FLOOR PLAN - UNIT -A 1532 <br />SCALE:Y4"=1'-0" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />('A `� <br />+29.7 -32.2 <br />KD"" <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 SN SHEET 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 />SOFFIT 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 />R302.5.11 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 R302.1 1, 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. Ed. 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 />wridow, 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 />M 1507.2 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 />WALLLEGEND <br />2-STORY MASONRY WALL w/ <br />111111-77771 BOND BEAM HGT. AT 10'-8" <br />TOP AT 18'-8" <br />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 />BEARINGWALL <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 />2ND FLOOR 864 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-1 I/R-1 3 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-1 1/R-1 3 KRAFT FACED <br />(GARAGE / LIVING) <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />r- C= <br />C= <br />r= <br />co <br />cc <br />L" E 9 <br />5L <br />CLI <br />Ul- <br />=C E <br />.0 CD <br />Cn <br />C14 <br />L E <br />E A1,9 <br />0 <br />N;VT5750 <br />STATE OF 4V <br />tot <br />0 R \V." % <br />1:6 <br />%% <br />%% <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 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />In <br />W <br />I- I E S cj <br />cs 8 <br />d, <br />Lo <br />0 2 <br />e) C� "20 W, <br />04 0 <br />u_ <br />13 u_ <br />0 So <br />Z Emig 0 <br />U) 01) Z <br />W _J <br />L0 C14 Z � . !=� <br />3 " -ci � <br />C0 <br />ILINLW <br />C14 0 co <br />Z <br />W <br />CD <br />< <br />V) <br />TM <br />C1 <br />u-- <br />4­1 C_/3 <br />LU <br />0 <br />V) <br />Ln <br />L U <br />An <br />63 <br />< <br />Q0 <br />29 <br />1 <br />U_ <br />ce E <br />.0 <br />1 <br />CL 0 <br />E Q <br />"1 <br />go <br />�O <br />0. <br />< <br />00 <br />C:, E <br />'0 <br />0 <br />MZ <br />CID <br />t <br />S <br />C <br />Q) <br />�z <br />< . <br />MW <br />C) <br />C_� <br />C13 <br />g <br />02 I <br />�z <br />0 <br />Q <br />W <br />C, <br />03 <br />S <br />Z <br />Z <br />C`� <br />0 <br />00 <br />04 <br />0 <br />C'� <br />co <br />CO <br />CT <br />50 <br />U) <br />0 <br />LO <br />CIO <br />LO <br />(0 04 <br />0�1 <br />< <br />4i <br />E <br />M <br />04 <br />T C) <br />0 <br />Z <br />Z <br />E 10 T_ <br />E bi <br />0 <br />0 <br />_J <br />JOB <br />NO: 23-13125-13130 <br />SCALE : AS NOTED <br />SHEET NO. <br />3 <br />