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1 <br />OWNER'S BATHROOM <br />SCALE: 3/8" =V-0" <br />MIRROR <br />i <br />f <br />��i <br />-i <br />�\ TOWEL BAR <br />+ <br />f <br />i <br />d0 <br />O <br />{_. <br />[A, <br />M <br />' <br />l <br />V <br />(2) 2x8 w/ 1/2" <br />FLITCH HEADER - <br />SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. <br />Y <br />-� F. FL. u <br />BATHROOM 2 <br />SCALE: 3/8" = V-0" <br />42" KNEE WALL <br />WITH 1x8 CAP & <br />CASING (AT 2nd <br />FLOOR ONLY) - <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 />20X26 <br />18JX254 <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20X50 <br />18JX50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />184X71 J <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X381 <br />26x37i <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11­16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 112 <br />S.H. <br />23 <br />37 J X 38 ii <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 I <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 />371X72 <br />36}X711/2 <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 } <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 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 4 <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" <br />TOTAL RUN=14'-2" <br />i <br />i r 3/4" PLYWOOD <br />DECKING <br />i <br />i <br />i <br />i <br />-\\ <br />i <br />i <br />i <br />i <br />i <br />Li <br />i <br />18 <br />16 iT <br />i <br />15 <br />i� 14 ._._ <br />i� 13 <br />CONT. 1 <br />HAND RAIL 11 <br />10 <br />i \--2x STRINGERS <br />2x4 #2 SYP. P.T. THRUST L 14'-2" <br />BLOCK W/(2)-1/4"x 31/2"In <br />TAPCONS @ 16"o.c. AND <br />3" FROM EA. END. TYP. STAIR SECTION <br />SCALE: 1/4" = l'-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/ 112" <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 91 /4" <br />LVL 2.0E Fb=2950 <br />e <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4" X 71/4" <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 />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 />HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />AF� HANDRAIL DETAIL <br />Stair and Ralllna General Notes <br />Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 <br />and R302.7. <br />Mawr Might: <br />The deer height shall be not more then 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 Used 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 8 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 'A 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 />Handrells: <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. Handrells adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the <br />handrails. <br />Gri"Ize: <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-steir 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 />z <br />D1 <br />TYP. <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />------------------------- <br />OUTDOOR LIVING <br />9'4" CLG. A.F.F. <br />CONCRETE <br />u„ <br />5-SH <br />r- - - <br />----- <br />I <br />1 <br />REF 2468 BF <br />I 100 <br />O <br />I 3 <br />CII <br />Z <br />KITCHEN <br />9'-4" FLAT CLG. <br />I <br />I <br />TILE <br />I <br />SINK w/ <br />DISPOSAL D/W <br />I <br />r <br />I I <br />I <br />L - - -J <br />1/2 WALL. <br />CAPPED <br />UPX <br />W.H. <br />6" CNTR, AT 42" <br />A.F.F. <br />1V <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />13'-8" <br />GG <br />S3 tO <br />4'4" 2'-8- <br />NO UPLIFT* <br />Q <br />S4 <br />H1 <br />V) <br />08 <br />IY I N <br />I <br />7�i <br />2868 <br />EDGE OF SLAB 2" <br />7 1 <br />BEYOND WALL <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR GARAGE <br />91-4" FLAT CLG. <br />C NCRETE <br />4 <br />r- - - - - - - <br />I <br />I <br />---------I <br />I <br />I <br />_ <br />in <br />I <br />LINE <br />I <br />OF 2nd STRY. ABV. <br />■ <br />I ' <br />NOTE'* <br />BILK. WALLS <br />ARE 8'-8" <br />TALL FOR <br />"A" UNIT 5'-8" <br />FRO <br />O <br />FRONT OF <br />ARAGE <br />K <br />ARAGE STYP <br />4 I <br />o <br />HB <br />8'x7' _ <br />ARAGE DOOR <br />18'-8" <br />8'-8" <br />T.O.M. <br />r <br />T.O.M. <br />1ST <br />FL <br />1 V-4" <br />6068 <br />DINING <br />9'-4" FLAT CLG. <br />TILE <br />FLRG, LINE <br />FLRG. <br />FOYER i <br />9'-4" FLAT CLG.7_ <br />TILE <br />" F-:9' `-----4 � <br />T.O.M. <br />7-0" <br />L 3068 O <br />STONE <br />VENEER <br />OOR PLAN - UNIT-B 1516 <br />SCALE: Y4"=1'-0" <br />1Anr. <br />RFV 1n 1 9n r AR <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-011 <br />2x6 <br />SYP #2 <br />16" O.C. <br />* WHEN THE TOP OF WALL IS GREATER rHAnl o _n^ TUEIu AT <br />EACH EXTERIOR CORNER WITHIN <br />STUDS WILL BE DOUBLE STUDS @ <br />@ 12" O.C.' <br />THIS /S ONLY USED WITH PLASTER <br />FINISH <br />**WALL SHEATHING 15/32" EXPOSI <br />REFER TO SHEATHING SCHEDULE <br />2nd FLOOR PLAN -UNIT-B 1516 <br />SCALE: Y4"=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 />QD <br />+28.3 / -37.0 <br />UE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET OH <br />SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED <br />ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE <br />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 />e 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 />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 849 S.F. <br />TOTAL 1513 S.F. <br />GARAGE 246 S.F. <br />LANAI 108 S.F. <br />ENTRY 98 S.F. <br />TOTAL SQ. FT. 1965 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 BAFFELS 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 />N <br />O <br />N <br />Z <br />Q <br />W <br />O G <br />[J d R` G <br />C M C� N <br />- •� m x <br />it <br />'n ra o <br />H-.91 <br />N eO @rA <br />= <br />o •- u m <br />ti Qa <br />e E <br />0 <br />a <br />0 <br />r�`��r�i <br />IR O W <br />' <br /><J <br />� `�f•' • `J O O - <br />V- <br />•� <br />�� <br />F L Or�t * •� �? <br />�` <br />ie�f,/,'ARC F E S -�,, a�P\\`\\\ <br />t l lltit����\` <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 />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />Lo 0 <br />W C n <br />t 93 <br />0 <br />4 <br />W CN q, <br />C J uJ. <br />_ <br />_9LLIL a <br />tagcc <br />W <br />w <br />MWO~jO' <br />Z <br />m <br />- M C'iZ <br />N <br />O U y <br />W <br />❑❑ <br />V <br />z <br />a <br />V) <br />z 10 <br />vNu_ <br />0 <br />LU g <br />�V) <br />' <br />° <br />U <br />Q <br />0 <br />N OD <br />_ <br />M <br />o <br />w <br />LJ1 <br />Eo <br />o <br />a� <br />Z0 <br />Q <br />Z <br />`D <br />C t <br />� _ <br />H <br />�o0 <br />Z <br />COQff <br />vJ J <br />ffi <br />tZ <br />3 <br />3 <br />Fb <br />8 <br />6 <br />U <br />W <br />L>�Z <br />N LL_ <br />Q 5 r <br />Za <br />co <br />v <br />�kk_ <br />C <br />COT- <br />0 <br />>ca <br />c6 <br />E <br />3: <br />00 <br />_ <br />(� <br />o <br />O <br />s <br />N <br />Q7 <br />Ln <br />C m <br />ti <br />o <br />O <br />00 <br />r <br />I=-- <br />00 <br />O <br />O N <br />M <br />Lo <br />,,� <br />ai <br />�.a <br />t <br />8 T <br />r <br />00 <br />ii <br />pp 04 <br />M - <br />o <br />CEo <br />OZ <br />E O <br />v; <br />g <br />Z <br />to <br />m <br />a <br />U <br />v ai <br />Q p <br />`c <br />JOB <br />NO : 22-12568-12561 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />4 <br />