Laserfiche WebLink
3 <br />v, <br />I <br />co <br />N <br />CLS <br />I <br />v <br />Q <br />cD <br />0 <br />N <br />I <br />0 <br />cV <br />0 <br />J <br />M <br />I <br />N <br />r- <br />0 <br />I <br />M <br />I <br />co <br />N <br />cn <br />i <br />0 <br />c <br />r� <br />tD <br />0 <br />N <br />0 <br />N <br />J <br />0 <br />I <br />N <br />UO <br />0 <br />I <br />i <br />Ln <br />v+ <br />c <br />0 <br />Q <br />I-- <br />N <br />IF <br />co <br />0 <br />`v <br />c <br />c <br />J <br />J0 <br />a> <br />L� <br />NO <br />LO <br />LO <br />0 <br />0 <br />a <br />N <br />N <br />ZZ <br />8i <br />a <br />Y <br />rn <br />0 <br />U-1 <br />M <br />3 <br />c <br />f• <br />4 <br />F, <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 />3/4" PLYWOOD <br />DECKING <br />F. FL. <br />F. FL. <br />MIRROR <br />TOWEL BAR <br />OWNER'S BATHROOM <br />SCALE: 3/8" =V-0" <br />80 <br />BATHROOM 2 <br />SCALE: 3/8" = 1'-0" <br />42" KNEE WALL <br />WITH 1x8 CAP & <br />CASING (AT 2nd <br />FLOOR ONLY) <br />\ <br />\ <br />\ <br />\ <br />\ <br />-------- \�� --- <br />\ <br />\ <br />13 <br />12 <br />\, 10 <br />2x STRINGEF <br />14 =: <br />0 <br />i; <br />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <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 />20X38} <br />18}X37 <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 i <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />1H3 <br />271/4X381 <br />26x371 <br />S.H. <br />1 H4 <br />27 X 50 <br />26 x 50 <br />S.H. <br />1H5 <br />27X63 <br />26X621/2 <br />S.H. <br />11­16 <br />27 X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 J X 50 <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 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 i <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 i <br />S.H. <br />34 <br />54 X 50 J <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. <br />HAND RAIL <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 />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 Wa11 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 />BLOCKING AS <br />REQUIRED <br />2x4 #2 SYP. P.T. THRUST <br />BLOCK W/(2)-1/4"x 3 1/2" <br />3" ROMEA..END.c.AND HANDRAIL DETAIL <br />SCALE: 3" =1'4' <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 Rallina 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 Gear 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 1114 <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 glade 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 />1 any soffits protected on the enclosed side with 1/2-inch gypsum board. <br />E <br />1 <br />13'-4" <br />AC PAD <br />HB <br />VERIFY <br />LOCATION OF <br />A/C PAD <br />M. <br />-- <br />LIVING <br />0 <br />9'-4" CLG. A.F.F. <br />b <br />Co <br />CONCRETE <br />io <br />-0" 16'-8" <br />6'-8" 3'-10" T-10" 2'-8" <br />q0 <br />6068 SGD <br />�' ~ <br />oo <br />® <br />® *' ■ <br />5-SH <br />© <br />bo O <br />, <br />----- ----1 <br />REF <br />2468 BF <br />o0 <br />I <br />go <br />8'-3" <br />3'-2" 6'-7" <br />o I <br />O O <br />*- <br />DINING N <br />KITCHEN w <br />9-4 FLAT CLG. <br />9'-4" FLAT CLG. z <br />TILE <br />TILE < I <br />I <br />I <br />SINKw/ I <br />io <br />D/W DISPOSAL I <br />is <br />r-I <br />1 1 p o �---� <br />I I <br />L_ I <br />FLRG. LINE <br />- - - - - <br />2x8 WALL <br />8'.4" <br />6,-0" T-8" <br />16" CNTR. AT 42" o <br />In <br />' <br />lt) <br />A.F.F. <br />1/2 WALL <br />i:o <br />co <br />CAPPED <br />r 1 <br />XXII <br />XXII <br />= <br />II UP 2 <br />00 <br />N <br />I <br />M <br />4 <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />o0 <br />14'-0" <br />7 <br />00 <br /><° <br />co <br />o <br />PW01 <br />;� <br />D1 <br />10 <br />= GG <br />TYP. <br />S3 <br />11 <br />1 <br />2x6 WALL <br />T-0" 2'-8" 4'-4" <br />4 <br />f` <br />� <br />- - - <br />141.1- <br />00 <br />&o <br />*NO UPLIFT* <br />_ _ <br />pW01 co <br />FLRG. LINE Q <br />2 �_F R <br />D1 <br />����(TYP. <br />00CV <br />ix, "� n <br />-J TILE <br />LLFOYERN <br />Q <br />9'-4" FLAT CLG. 2868 <br />TILE <br />W <br />a0 � <br />00 <br />in <br />c <br />9,4„ <br />CD <br />T.O.M. `t <br />4 <br />T-4" <br />O <br />M <br />2'-6" <br />3068 <br />BUILDER TO <br />PROVIDE <br />Q <br />APPLIANCE <br />PROTECTION <br />17 <br />b <br />WHEN REQUIRED <br />`� <br />PER FBC <br />4 <br />2'-0" 4'-8 <br />Of 4 <br />1-CAR <br />ARAG E <br />9'-4" F <br />T CLG. <br />CONIC <br />ETE <br />ENTRY <br />_ <br />9'-4" CLG. A.F.F. 4 N <br />og <br />- <br />CONCRETE in <br />0 <br />r----------------- <br />I <br />I <br />�d I <br />f- <br />I <br />00 <br />I <br />I <br />to <br />I <br />"' I <br />I <br />I <br />o? 0 I TYP. @ <br />°r° <br />I <br />0 <br />ce) <br />I GARAGE <br />I <br />` I Kcq <br />I <br />S4 <br />0o <br />I <br />I <br />- <br />(V <br />CV <br />N <br />® oa.-��n_Ar1Ancnnno <br />STONE <br />VENEER 1 _R° O _ 1 <br />1ST FLOOR PLAN -UNIT-C 1624 <br />SCALE: Y4"=1'-0" <br />t; <br />2ND FLOOR PLAN - UNIT-C 1624 <br />SCALE: Y4"=1'-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />AO <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 />+26.16 / -29.1 <br />+26.6 / -33.5 <br />ISEE <br />SN SHEET �H <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 />+29.7 / -39.7 <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 />MEN <br />mom <br />iC a • <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 <br />2ND FLOOR <br />664 S.F. <br />970 S.F. <br />TOTAL <br />1634 S.F. <br />GARAGE <br />246 S.F. <br />LANAI <br />108 S.F. <br />ENTRY <br />98 S.F. <br />TOTAL SQ. FT. <br />2086 S.F. <br />INSULATION REQ. <br />EXT CONIC WALL <br />EXT FRAME 2 x 4 <br />EXT FRAME 2x6 <br />R CONDITIONED CEILING <br />E <br />R-4.1 HIGH PERM <br />R-11/R-13 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES 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 c <br />rim <br />co <br />a� CDf.,-.i C A y N <br />m <br />_S x <br />-' y N t <br />< - N <br />% <br />fl-« c <br />p �•�a <br />a 3 co <br />'C d o <br />oc • ! <br />Go <br />0 E <br />� e <br />a sa <br />i <br />i <br />ifr` <br />`\����t11t11lIf1Ptt <br />e� <br />C? AQ V& OF ;- <br />_ <br />�, <br />e* <br />FLO <br />kt <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 />Engineer's signature and seal. <br />�• o E w <br />rn 8 m <br />Q 04 60)8� <br />e) 20 J <br />ut <br />Lo <br />- <br />0 LL <br />0) (on rr V LL w LU <br />M 4r) a a <br />4 LL c; <br />LL z <br />g rn O 0. <br />Z O <br />Z t O g <br />W �Nrn m a <br />W �°'°' J Z <br />o o w <br />Z N <br />Z H <br />IL <br />N <br />z o 6 ❑❑❑ <br />W <br />Z N <br />Z <br />Z n <br />VI z0 <br />v <br />(0 LLJ <br />•V <br />2 <br />O w g <br />�V1 c d <br />L A <br />fa <br />x <br />U � <br />• <br />C � Y <br />Q <br />N & <br />see <br />o <br />r <br />J <br />¢ <br />Q <br />Es <br />12 O <br />E u <br />W <br />z® <br />t�O rp <br />O <br />d < <br />O <br />wa <br />ff <br />ou o <br />K <br />Z�E <br />1� <br />' <br /><Q <br />0w <br />7 co <br />Ro <br />0 '. <br />�= <br />Z, <br />ZmQy <br />J <br />0 5 <br />w <br />a70 <br />Z <br />0 <br />�U <br />WT <br />VJ <br />CG <br />O� <br />a <br />amr <br />a <br />iy <br />W <br />c O <br />0 <br />Lo <br />00 <br />= tv <br />ci <br />0 <br />1- 1 <br />CN <br />O <br />M <br />LO <br />� <br />C,4 CI- <br />CV <br />T- <br />Cr E cc <br />o U <br />T <br />O <br />00 <br />r <br />m <br />N <br />04 <br />1- <br />IRT <br />Lid <br />c <br />N N <br />Q N <br />O <br />U.' <br />T <br />'r <br />iv <br />1 M <br />T rn LO <br />o <br />Z <br />Z <br />E C)Ch <br />ci <br />cc <br />a <br />o <br />U � Q O <br />c <br />JOB <br />NO : 23-05729-05734 <br />SCALE : AS NOTED <br />SHEET NO. <br />4 <br />