Laserfiche WebLink
v <br />I <br />cD <br />N <br />i <br />N <br />th <br />0 <br />Cr <br />0 <br />¢ <br />00 <br />rn <br />r"7 <br />rn <br />J <br />CD <br />0 <br />LO <br />M <br />LO <br />O <br />I <br />i <br />I <br />co <br />-i- <br />CV <br />m <br />1 <br />CV <br />V') <br />v <br />0 <br />v <br />0 <br />rn <br />L0 <br />0 <br />I <br />rh <br />0 <br />I <br />r� <br />i <br />v <br />C <br />Cr <br />0 <br />0 <br />c <br />`o <br />F-- <br />r7 <br />0 <br />i <br />O <br />d <br />0 <br />2 <br />v <br />c <br />J <br />ti. <br />c <br />0 <br />0 <br />J <br />a� <br />LZ <br />C1 <br />O4 <br />N <br />\ <br />t� <br />LO <br />0 <br />0 <br />a <br />r� <br />0 <br />N <br />\ <br />hi <br />S <br />SE <br />Cn <br />0 <br />Q <br />m <br />v <br />v <br />N <br />Cl) <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'4" <br />r; <br />o <br />60 <br />CV <br />M <br />0 <br />MIRROR <br />Li <br />4 <br />LLJ] <br />BATHROOM 2 <br />SCALE: 3/8" = V-0" <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 J X 251 <br />S.H. <br />13 <br />20 X 38 <br />18 J X 37 a <br />S.H. <br />14 <br />20X50J <br />18JX50-- <br />- '-S.H. <br />15 <br />20 X 63 <br />18 } X 62 } <br />S.H. <br />- <br />16 <br />20 X 72 <br />18 } X 71 } <br />S. H. <br />1H2 <br />271/4X26 <br />26X254 <br />S.H. <br />-1H3 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 T <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 112 <br />S.H. _.. <br />1H6 <br />27JX72 <br />26X71112 <br />S.H. <br />22 <br />23 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />371 X 381 <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 4 X 50 <br />S. H. <br />25 <br />37 1 X 63 <br />364 X 62 1/2 <br />S. H. <br />26 - - <br />37JX72 <br />36JX71 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 J <br />52 J X 371 <br />S. H. <br />34 <br />54 X 50 <br />52 4 X 50 <br />522'X624 <br />S.H. <br />S.H. <br />35 <br />54X63 <br />36 <br />54 X 72 <br />52 } X 71 J <br />S.H. <br />39X59 <br />40 X 59 <br />79 X 59 <br />N/A <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />S.H. <br />STAIR DATA: F� <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 �i FLOOR ONLY) <br />(2) 2X8 w! 1/2" <br />N, FLITCH HEADER <br />\ \ SLOPE CEILING TO <br />MATCH STAIR RISE <br />F.FL. F.FL. <br />------ ------ \\�--- f <br />At -IT 18 �„r <br />117 <br />_ <br />6 ��. <br />r <br />�"� <br />1 1/4 TO 2 DIA <br />HANDRAIL NO <br />�115 <br />j <br />LESS THAN 34" <br />14 <br />13 <br />U <br />NOR MORE <br />THAN 38" ABV. <br />12 <br />Q <br />TREAD NOSING <br />11 <br />CONT. <br />HAND RAIL <br />10 <br />METAL <br />U <br />HANDRAIL <br />BRACKET <br />- <br />7 <br />16 <br />= <br />BLOCKING AS <br />REQUIRED <br />_ <br />5 <br />2x STRINGERS 4 <br />00 <br />3 <br />HANDRAIL <br />DETAIL <br />14 2" <br />2x4 #2 SYP. P.T. THRUST <br />SCALE: 3" =1'4' <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />TAPCONS @ 16"o.c. AND <br />TYPE STAIR SECTION <br />3" FROM EA. END. <br />SCALE: 1/4" = V-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 112" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />- <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 />_ - <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 />-- <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 1114 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 112-inch gypsum board. <br />1. <br />18'-4" <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />al <br />lit OUTLIVING <br />DOOR <br />HE <br />� '_NCONCRETE <br />OY <br />IC <br />6068 SGD <br />Q c0 <br />-SH <br />N <br />(2468REF <br />® <br />7'-11" <br />1 <br />3'-2" 6'-7" 1 <br />o I <br />S <br />O <br />I <br />cow <br />DINING <br />I <br />KITCHEN Z 'O <br />o <br />9'4" FLAT CLG. <br />9'-4" FLAT CLG. <br />00 <br />TILE <br />TILE <br />o <br />SINKw/ <br />D/W DISPOSAL <br />F - - -� <br />I I p O r---J <br />FLRG. LINE- <br />2x8 WALL <br />8'-0" <br />6'-0" 3'-8" <br />® <br />o <br />16" CNTR. AT 42" 10 <br />o <br />U) <br />7 <br />A.F.F. <br />1/2 WALL <br />M <br />A� N <br />CAPPED <br />1 <br />® <br />II UP 2 <br />55 \ <br />M D1 <br />TYP. U.N <br />O <br />v <br />STONE <br />VENEER <br />16" SQUARE- <br />^ CMU COLUMN <br />HD <br />FLRG. LINE <br />11 <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />13'-8" <br />■ <br />0 <br />GG t` <br />, S3 <br />4,-4„VA <br />2x6 WALL <br />*NO UPLIFT* <br />-- - -- <br />S400 <br />w - <br />H1 <br />TILE <br />(V <br />f; <br />J <br />u_ <br />2868 <br />N k W.H. <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR <br />ARAGE <br />9'-4" F <br />T CLG. <br />CON <br />ETE <br />., r---------- - - - - - -- <br />I I <br />■ I LINE OF 2nd STRY. ABV. <br />I- - - + <br />I **NOTE * I <br />coo I BILK. WALLS ARE 8'-8" <br />I- I TALL FOR "A" LJNIT 5'-8' <br />HB IFROM FRO14T OF <br />GARAGE <br />LO m I K TYP. @ I <br />o I S4 GARAG <br />N 8'x7' GARAGE OOR <br />1'-4" 5-8" V-8" 8'-0" V-8" <br />4 In <br />7'-0" 1 V-4" <br />D1 <br />STONE <br />VENEER <br />8'-8" 18'-8" <br />18'-4" T.O.M. T.O.M. <br />1ST FLOOR PLAN - UNIT -A 1532 <br />SCALE: Y4'=1'-0" <br />I <br />0 <br />rn <br />0 <br />M <br />t <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 />ro-+ <br />3'-4" <br />40 <br />12'-0" S-0" <br />10 <br />lop <br />1'-4" V-8" 3'-10" <br />0 5'-0" 3'-10" <br />2'-8" <br />40 <br />© <br />O <br />10, <br />MOD <br />25 SH <br />MOD 25 SH <br />(39" <br />x 59") <br />(39" x 59") <br />EGRESS' EGRESS <br />0 <br />00 <br />OWNER'S <br />55 <br />D1 <br />BEDROOM <br />= <br />8'-0" FLAT CLG. <br />7 <br />I CARPET <br />N <br />o0 <br />CIS! <br />Co <br />17'-8" <br />io <br />6'4" <br />4'4" 7'-0° <br />XA <br />AAXA <br />® M.C. <br />----- <br />R&S <br />XA <br />(� o 0. B <br />TH I 22"x36" <br />\L�/ 8'-O"FLAI <br />CARPET <br />CLG. ATTIC <br />ACCESS <br />1 <br />I <br />N <br />iv <br />,WIC <br />oo / "FLAT CLG (� <br />co <br />cD <br />N <br />1Ca <br />N � 1 <br />I 'CARPET <br />PWO1 <br />D 1 <br />-V- J 164 <br />® <br />- - -_ _ _ I <br />----J <br />AA <br />TYP. <br />= <br />(A) <br />F0 <br />I <br />R&S <br />v <br />M <br />2868 <br />5 <br />® <br />6 <br />0o <br />-TkE TO <br />I v <br />7 <br />ZD <br />7' A. <br />00 <br />( 8 <br />N <br />60"x <br />AHU 9 <br />fi <br />a0 <br />WER P <br />l� <br />10 <br />O <br />R/A I 11 <br />�n <br />I 5' 11a' <br />4'-4" <br />3' 4" I 3'-8" <br />' <br />LOFT 1 1 13 <br />I <br />® <br />`4 <br />8'-0" FLAT CLG. 14 <br />0 <br />,^r, <br />00 F_ <br />CARPET 15 <br />00 <br />00 <br />N <br />16 <br />I <br />cD <br />17 <br />UP 18 <br />7A.F.F. <br />Au <br />0 <br />1/2 WALL <br />ba <br />CAPPED <br />x 54 <br />CV <br />1'-10" <br />9'-6" <br />N <br />�A� C <br />_ <br />o <br />i:n <br />2668 <br />°° <br /><V0 <br />BAT <br />8'-0" FLAT <br />CLG I <br />■ CARP <br />M.C. <br />T <br />0 <br />WIC <br />8'-0- FLAT CLG. <br />iy <br />CARPET <br />2668 <br />C, <br />= <br />q <br />N <br />06 <br />;BEDROOM <br />2 <br />R&S <br />8'-0" FLAT CLG. <br />■ <br />CARPET <br />G.T. - - <br />G.T. <br />00 <br />F.C. FOR ELEV. 2023 <br />& <br />"' <br />MODERN ELEV ONLY. <br />DOES NOT APPLY TO <br />MOD 25 SH <br />STD/LT ELEVATIONS. <br />(39" x 59" ) <br />■ <br />EGRESS <br />S-8" <br />4'-0" <br />7'4" <br />o <br />00 <br />7'-0" <br />1 V-4" <br />CD <br />18,-4" <br />1 <br />2ND FLOOR PLAN - UNIT -A 1532 <br />SCALE: 4"=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 />OD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />GO <br />SEE 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 />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. 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 112" 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 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-11/13-13 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 />A G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />C <br />0 <br />en <br />d <br />N <br />cm <br />� w <br />s <br />!V <br />c <br />a <br />a <br />H �o <br />N n N <br />� o <br />LI <br />Q GV <br />N <br />a� <br />m <br />o <br />cc <br />w U <br />a = <br />CD <br />•� <br />N <br />E <br />ea <br />r <br />m <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spec ications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />E <br />N <br />W <br />C <br />G <br />� <br />v� <br />J <br />"� <br />LL <br />M <br />(>) C) <br />a a <br />rN <br />LL LL <br />a <br />Z <br />m c m <br />p 0 <br />L08 <br />7 N N rD <br />wo � o <br />m W Q <br />¢0Z <br />;^ <br />LLW <br />00 <br />N Cl) Z <br />(((Q��� W <br />V (nir <br />Z <br />o d <br />❑ 11 O <br />W <br />0 C. <br />MMOI <br />Q <br />N <br />E3 <br />Q) <br />(-D o <br />u_ <br />4 <br />/-�-1 <br />� <br />p <br />V <br />O...s <br />to <br />ry <br />I_ U) <br />w <br />- - 8 <br />- t <br />I <br />c_� <br />r_ � <br />z <br />- <br />0 <br />8 <br />t� <br />M <br />J3 <br />E <br />- <br />O <br />or <br />w;a <br />t° <br />f- <br />Io <br />0 <br />rc Z <br />C�/=J ro <br />Z <br />J <br />15 <br />ui <br />8 <br />u K <br />W <br />= <br />,r <br />�r <br />c 0 <br />0 <br />00cn <br />c <br />L <br />v <br />0 <br />CN <br />cp <br />0 <br />F- <br />r <br />L <br />00 <br />Cn <br />��' <br />LL <br />d7 <br />LO <br />T <br />Q <br />E <br />T <br />s <br />M <br />00 <br />0 <br />U <br />in <br />O <br />(p <br />LO <br />,0 <br />cM ce) <br />LO <br />OO <br />M O <br />N <br />Lc) <br />cfl <br />r <br />r <br />N <br />7 <br />M <br />f/1 LO <br />o <br />Z <br />Z <br />@ <br />E <br />E <br />ai <br />c <br />a <br />o <br />Q o <br />c <br />JOB <br />NO: 23-05713-05718 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3 <br />