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NI■ <br />3W <br />-v <br />I <br />ca <br />N <br />cv <br />cJ <br />M <br />v <br />rn <br />0 <br />.n <br />0 <br />M <br />I <br />rn <br />J <br />cc <br />0 <br />0 <br />I <br />0 <br />0 <br />I <br />M <br />I <br />CD <br />N <br />ca <br />114 <br />i <br />PI) <br />0 <br />c� <br />cc> <br />rn <br />0 <br />rn <br />J <br />ca <br />0 <br />0 <br />I <br />0 <br />0 <br />rM <br />i <br />i <br />0 <br />V) <br />0 <br />Q <br />3 <br />H <br />Q <br />N <br />0 <br />-1 <br />a <br />E <br />r° <br />ayi <br />`v <br />c <br />J <br />a <br />a> <br />LZ <br />N <br />0 <br />0 <br />0 <br />N <br />0 <br />LO <br />v <br />0 <br />M <br />Uj <br />D <br />9 <br />0 <br />OWNER'S BATHROOM <br />SCALE: 3/8" =V-0" <br />MIRROR <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" DRYWALL <br />TOTAL RUN=14'-2" 42" KNEE WALL <br />WITH 1x8 CAP & <br />3/4" PLYWOOD �� CASING (AT 2nd 1 1/2" MIN. CLEARANCE <br />DECKING �� FLOOR ONLY) <br />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <br />SLOPE CEILING TO <br />MATCH STAIR RISE <br />� o <br />F. FL. -- - _ - F. FL. <br />------- --------\ a.m <br />[18 \� v <br />�__1 1/4" TO 2" DIA <br />�� 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 METAL <br />9 U HANDRAIL <br />rn `` 8 rn BRACKET <br />AGO = BLOCKING AS <br />REQUIRED <br />0 <br />60 <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 />20X38 <br />18JX374 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62} <br />S.H. <br />16 <br />20X72 <br />18JX71} <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11-13 <br />271/4X381 <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />iH5 <br />27JX63 <br />26X621/2 <br />S.H. <br />11­16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />37 J X 381 <br />36 } X 37 3/4 <br />S.H. <br />24 <br />371 X 501 <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 />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 } X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 374 <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 } X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 <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 />F. FL. <br />\ 6 5 <br />J <br />2x STRINGERS 4_ 0° <br />1 F. FL. HANDRAIL DETAIL <br />14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" <br />BLOCK W/(2)- 1/4"x 3 1/2" <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 />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 />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 />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 />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 />0 <br />Co <br />M <br />! 0 ore 0 <br />iii <br />::: <br />=!m <br />• <br />6'-8" <br />i8 SGD <br />CN <br />11 iin <br />N © U) <br />DINING <br />9'-4" FLAT CLG. <br />TILE <br />9I O U) <br />LO <br />N <br />55 <br />D1 <br />'. U,N.O <br />STONE <br />VENEER <br />16" SQUARE- <br />CMU COLUMN <br />q <br />l FLRG. LINE <br />FLRG. LINE <br />(V <br />FOYER <br />9'-4" FLAT CLG. <br />g TILE <br />o1 <br />�T.O.M <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />►ii <br />11• <br />• <br />•ii <br />►ii <br />•i►i <br />16" CNTR. AT <br />A.F.F. <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />J <br />I■iiii.. <br />- � <br />n-7 I • • III• <br />1�....!III,I <br />.IInl RY! <br />• <br />111 III <br />� <br />� <br />0 <br />in <br />Oo Q <br />�o <br />~ <br />HB <br />- <br />6 co <br />N <br />11 CI QII <br />I <br />00 <br />co I ob <br />N I� <br />GG <br />S3 <br />41 All <br />*NO UPLIFT* <br />Q <br />H1 <br />2868 <br />1/2 WALL <br />CAPPED <br />UP <br />2x6 WALL <br />00 <br />f- -- <br />co Z <br />N zi <br />V \/\/ K . <br />1 TYYYI LYYYE' <br />� 1 O 11 I <br />NI W.H. <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR <br />GARAGE <br />9'-4" FIJT <br />CLG. <br />CONCRETE <br />r- - - - - - - - - - <br />I <br />I <br />- - - - - - <br />I <br />I <br />■ <br />I <br />I I_ LINE OF 2nd STRY. <br />_ <br />ABV. 1 <br />_ .t <br />I **NOTE <br />* I <br />BILK. WALLS A <br />RE 8'-8" 1 <br />TALL FOR "A" <br />NIT 5'-8" 1 <br />FROM FRONT <br />OF <br />GARAGE <br />K <br />TYP. @ <br />I S4 GARAG <br />8'x7' GARAGE OOR <br />8'-0" <br />1'-811 <br />Iq <br />ill AII <br />1ST FLOOR PLAN -UNIT-A 1532 <br />SCALE: Yn"=1'-0" <br />D1 <br />STONE <br />V-8" VENEER <br />6 " 18'-8" _ <br />0 <br />to <br />0 <br />rn <br />Cn <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 />2ND FLOOR PLAN - UNIT -A 1532 <br />SCALE: A"=V-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GC� <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 />R302.5.1 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 />2-STORY MASONRY WALL w/ <br />1111111777 <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 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-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 />G.C. TO COORDINATE PLUMBING TO AVOID A <br />CONFLICT WITH STRUCTURAL WD. COL. <br />e� <br />lr <br />oW <br />_ •O�r <br />m <br />-a o '° <br />m <br />„ sn- <br />d' iJ 3 Q <br />� •- u al <br />m A O <br />� <br />N <br />E <br />w <br />c '> <br />cm <br />;rlcsw <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. 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