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-_- L <br />rn <br />ar <br />v <br />I <br />cD <br />CN <br />N <br />cn <br />I <br />N <br />I'll') <br />`v <br />fT <br />rn <br />0 <br />00 <br />rn <br />i <br />r7 <br />rn <br />0 <br />00 <br />LO <br />LO <br />O <br />I <br />M <br />0 <br />I <br />CN <br />i <br />I <br />ra <br />CV <br />I <br />v <br />Cr <br />LO <br />rn <br />0 <br />J <br />00 <br />LO <br />0 <br />I <br />r") <br />r- <br />0 <br />I <br />i <br />v <br />0 <br />fT <br />cn <br />0 <br />.a <br />an <br />an <br />-Z` <br />FU- <br />rh <br />N <br />O <br />v <br />a <br />0 <br />0 <br />c <br />c <br />J <br />i <br />0 <br />v <br />J <br />0 <br />LZ <br />r") <br />N <br />0 <br />L <br />lii <br />0 <br />5 <br />r4 <br />N <br />0 <br />N <br />r� <br />LO <br />ci <br />v <br />0 <br />Y <br />rn <br />0 <br />IY <br />IiJ <br />v' <br />rn <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />MIRROR <br />M <br />TOWEL BAR <br />t -- <br />o <br />m <br />I <br />O <br />m- <br />b <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 />WITH 1x8 CAP & <br />CASING (AT 2nd <br />FLOOR ONLY) <br />i <br />b <br />M <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 } X 25 <br />S. H. <br />13 <br />20 X 38 <br />18 } X 37 <br />S.H. <br />14 <br />20 X 50 J <br />18 } X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 J <br />S.H. <br />1H2 <br />271/4X26 <br />26X25} <br />S.H. <br />1 H3 <br />27 1/4 X 38 a <br />26 x 37 <br />S.H. '--- <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1H5 <br />27 X63 <br />26X621/2 <br />S.H. <br />1H6 <br />27 X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 # X 25 112 <br />S.H. <br />23 <br />37 J X 38 J <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 62 112 <br />S.H. <br />26 <br />371 X 72 <br />36 4 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 X 25 <br />S.H. <br />33 <br />54 X 38 <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 } X 50 <br />- S.H. <br />35 <br />54 X 63 <br />52 } X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />(2) 2x8 w/ 1/2" <br />ZO 3!4" PLYWOOD <br />FLITCH HEADER <br />� � <br />`'' DECKING �� SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. F. FL. <br />-� --- <br />� r: <br />rMa 18.1 <br />8 -------------- \ <br />v 17 �� v <br />r <br />16 <br />15 <br />- 14 <br />13 �� w <br />12 - CONT. <br />11 10 HAND RAIL <br />9 \ <br />8 \ <br />=� 7 <br />6 5 <br />2x STRINGERS 4 <br />2--- <br />F. FL. <br />14'-2" L <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 />H7 <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 />F. FL. <br />n <br />Z <br />fb <br />DRYWALL <br />1 1/2" MIN. CLEARANCE <br />r/ <br />i; <br />I' <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 HANDRAIL DETAIL <br />3" FROM EA. END. <br />SCALE: 3" =V-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 % 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 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 />T-8" <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />OUTDOOR <br />LIVING <br />b <br />9'-4" CLG. A.F.F. <br />o <br />iD <br />CONCRETE <br />io <br />0" <br />16'-8" <br />6'-8" <br />3'-10" 3'-10" 2'-8" <br />d <br />�O <br />6068 SGFD <br />°' ~ <br />oo <br />® <br />® ■ ■ <br />5-S H <br />(` <br />REF <br />2468 BF <br />0o <br />I <br />co <br />iD <br />I <br />iD <br />8'-3" <br />3'-2" <br />6'_7" <br />o I <br />O � <br />- <br />DINING N <br />KITCHEN W <br />9'-4" FLAT CLG. <br />9'-4" FLAT CLG. Z <br />Z <br />TILE <br />TILE I <br />I <br />50 <br />SINKw/ I <br />D!W DISPOSAL <br />I I I <br />L J I <br />FLRG. LINE <br />li-_____�__ - <br />2x8 WALL <br />8'-4" <br />6'-0" 3'-8" <br />o <br />16" CNTR. AT 42" <br />7 <br />- <br />a, <br />A.F.F. <br />1!2 WALL <br />iD <br />� <br />CAPPED <br />1 <br />F <br />UP 2 <br />II <br />0o <br />N <br />M <br />GREAT ROOM <br />5 <br />9'-4" FLAT CLG. <br />CARPET <br />00 <br />14'-0" <br />7 <br />00 <br />iD <br />CD <br />O <br />PW01 <br />D1 <br />10 <br />GG <br />11 <br />TYP. <br />S3 <br />12 <br />LO <br />2x6 WALL <br />7'-0" <br />2'-8" 4'-4" <br />b <br />LO <br />_ _ _ <br />`D <br />*NO UPLIFT* <br />Z_ <br />PW01 <br />FLRG. LINE <br />Q <br />00-J <br />D1 <br />S4 <br />N Z <br />TYP. <br />iv <br />04 '� H1 <br />U- TILE <br />FOYERN <br />N I <br />o <br />9'-4" FLAT CLG. <br />2868 <br />TILE <br />co <br />-.0 <br />00 <br />oQ <br />iD <br />9'_4„ <br />T.O.M. `r <br />0 <br />o <br />7'-4" <br />2'-6" <br />Cl)°' <br />3068 <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />? <br />WHEN REQUIRED <br />PER FBC <br />2'-°" 4'-8" <br />1-CAR <br />ARAG E <br />9'-4" F <br />T CLG. <br />CONC <br />ETE <br />ENTRY <br />60 <br />9'-4" CLG. A.F.F. q <br />N <br />- <br />CONCRETE in <br />0 <br />r----------------- <br />�d <br />I <br />I <br />I <br />I <br />oo <br />_ I <br />I <br />I <br />I <br />� <br />� <br />I <br />I <br />�g <br />60 <br />I <br />I TYP. @ <br />I <br />0 <br />ih <br />r= <br />I GARAGE <br />I <br />I K <br />I <br />LIS <br />■ <br />S4 <br />°°v <br />I <br />I <br />'v <br />CV <br />tV <br />CV <br />01 <br />STONE <br />VENEER <br />6'-8" <br />1ST FLOOR PLAN -UNIT-C 1624 <br />SCALE: Y4"=1'-0" <br />LO <br />I L 18'-0" <br />j 3'-0" <br />12'-0" <br />0 3'-0" <br />2-8" <br />3-10" F-0" <br />dp 3-10" <br />2'-8" OF <br />MO 5 SH <br />MO 5 SH <br />1 <br />(39"x59") <br />(39"x59") <br />2ND FLOOR PLAN - UNIT-C 1624 <br />SCALE: Y4"=V-0" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />UA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />Q <br />+28.3 / -30.8 <br />0 <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET HL 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 />R302.5.1 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. Ed. 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 flr. 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 />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 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 />ENTRY 98 S.F. <br />TOTAL SQ. FT. 2086 S.F. <br />INSULATION REQ. <br />N 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 />NON -LOAD BEARING 2x EXT FRAME 2 x 6 R-19 KRAFT FACED <br />FRAMING, BOXED OUT FOR CONDITIONED CEILING R-30 BLOWN -IN <br />FRONT ELEVATION AT THE (INSTALL BAFFLES AT EAVE) <br />MIDDLE LEFT UNIT ONLY 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 />cCV3�l <br />a <br />N ( o <br />LIS <br />W <br />a <br />LLJ -L-f! V Ch <br />CZ) -,omK <br />ll- <br />d <br />H C <br />f0 C) ` <br />N -C7 CY L <br />w c s c <br />� = 0, w d a <br />fU <br />T Cr T <br />C E <br />CVW <br />• - 4 <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 <br />7lh Edition Engineers 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 />tll <br />W <br />Q O M q N r <br />CV <br />t� � aa1 J <br />Lo <br />li) rn r-- h - L1. W <br />a s <br />Q diM� ur <br />-J 1 Y Ur <br />MC <br />_J UL <br />z <br />a m o <br />_ <br />g_ o 0 <br />M N c0 CO Q <br />W J z <br />00 - <br />04 M Z U G H <br />N <br />0 o� ❑❑❑ <br />ZLL <br />2 <br />W <br />N O <br />S <br />a <br />N <br />U) <br />0Ln <br />ro 12 <br />r} <br />U <br />O <br />o <br />IIN^ <br />f6 <br />c� <br />w <br />t 8 <br />U � 3 <br />ti <br />0 <br />a o <br />z� <br />C 6(0 <br />n <br />a <br />rc <br />Z <br />w <br />j <br />n3 <br />� <br />Z15 <br />2 <br />W <br />p <br />`C, <br />a 3 <br />q <br />z <br />co <br />7� <br />¢ <. <br />J <br />IIIIIIIIIIIIII <br />o <br />Cn <br />ID F <br />2 0 <br />> 00 <br />c <br />~ <br />CN <br />W <br />(D <br />M��� <br />` <br />iN <br />� <br />0)LL <br />V JJ <br />LC'> <br />a <br />T E <br />T <br />r <br />00 <br />c <br />v) <br />r <br />�- <br />O <br />LO <br />M M <br />LO <br />n CV <br />00 C°h) N <br />rp <br />00 <br />ai <br />1 M <br />M O <br />d <br />Z <br />cc <br />Z <br />E T� y <br />cc <br />a <br />U � ¢ p <br />JOB <br />NO: 23-05713-05718 <br />SCALE : AS NOTED <br />SHEET NO. <br />4 <br />