Laserfiche WebLink
OWNER'S BATHROOM <br />SCALE: 3/8" =V-0" <br />0 <br />00 <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 />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62J <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 } <br />S.H. <br />1H2 <br />271/4X26 <br />26X25} <br />S.H. <br />1H3 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 J <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 />1H6 <br />27JX72 <br />26X711/2 <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 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 } 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 />37JX72 <br />364X711/2 <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 } X 37 1 <br />S.H. <br />34 <br />54 X 501 <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 } <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 />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 />3/4" PLYWOOD <br />WITH 1x8 CAP & <br />CASING (AT 2nd <br />DECKING \� <br />FLOOR ONLY) <br />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <br />�Q <br />� <br />SLOPE CEILING TO <br />Cl) <br />N, <br />MATCH STAIR RISE <br />F. FL. <br />------- <br />---------- - - <br />F. FL. <br />�;,a <br />18 <br />� <br />�� <br />17 <br />= <br />16 <br />15 <br />\ <br />�14 <br />�� <br />13 <br />�� <br />V <br />12 <br />Q <br />11 <br />-- <br />CONT. <br />HAND RAIL <br />10 <br />\ 9 <br />U <br />\ 7 <br />= <br />5 <br />�6 <br />2xSTRINGERS� _4 <br />00 <br />F. FL. <br />�- .� <br />� <br />F. FL. <br />HANDRAIL DETAIL <br />14'-2" <br />2x4 #2 SYP. P.T. THRUST <br />SCALE: 3" =1'4' <br />BLOCK W/(2)-1/4"x 31/2" <br />TAPCONS @ 16"o.c. AND <br />TYP. <br />STAIR <br />SECTION <br />3" FROM EA. END. <br />SCALF• 114" = 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 91/4" <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 />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 />Stair and Rallinta 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 />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 />It 18'-4" 16 <br />1'4' 13'-4" S-8" <br />Moo <br />Role <br />--- <br />flo <br />OUTDOOR LIVING <br />J.00 <br />memo me <br />C <br />DINING N <br />9'-4" FLAT CLG. <br />TILE <br />IFLRG. LINE <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />H8 <br />REF <br />(72:4 <br />I <br />I <br />I <br />6'-7 <br />I <br />O <br />O C <br />I <br />IlO <br />KITCHEN <br />zO <br />9'-4" FLAT CLG. <br />TILE <br />SINK w/ <br />I <br />D/W DISPOSAL <br />p Op <br />I I <br />r --- J <br />J <br />---------- 77731 <br />I <br />16" CNTR. AT 42"-I ;n <br />OW r A.F.F. 1/2 WALL <br />N CAPPED <br />® II UP <br />N <br />I <br />;r5 5 <br />D1 GREAT ROOM <br />TYP. U.N.O ® 9'-4" FLAT CLG. <br />CARPET <br />13'-8" <br />GG <br />® 19 S3 10 <br />11 <br />o=12 <br />LO CN 2x6 WALL <br />6'-8" 2'-8" 4'4" <br />*NO UPLIFT* _ _ <br />® Q <br />S4 -- - -- <br />00 <br />FLRG. LINE_ H1 N �{�� - Jf VYfZ <br />I * TILE <br />00 <br />tJ7 CY J <br />LL <br />fV N I � F- o <br />FOYER <br />9'-4" FLAT CLG. 2868 <br />TILE <br />O 0000 °0 <br />T,O.M Ya cat W.H. <br />i.■■..-m . MOM <br />2-4" <br />`�/ <br />4'-8" <br />EN <br />Y <br />9'-4" <br />PLG. A.F.F. <br />CONCRETE <br />---------M <br />- <br />� <br />®® <br />■ <br />002 <br />■ <br />STONE <br />°p <br />VENEER <br />T ~ <br />16" SQUARE -/ <br />CMU COLUMN <br />in <br />HB <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 />METE <br />r- - - - - - - - - - - - - - --- <br />I I <br />I I <br />I I <br />- LINE OF 2nd STRY. ABV. + <br />"*NOTE * I <br />BLK. WALLS RE 8'-8" 1 <br />TALL FOR "A" NIT 5'-8" <br />FROM FRO T OF <br />GARA E <br />S4 TYP. @ I <br />D1 <br />rq <br />OP <br />io <br />OP <br />io <br />ED <br />4 <br />in <br />GARAG <br />0&txTGARAGEk2OR <br />STONE <br />1' 4" <br />5'-8" <br />1'-8" <br />8'-0" V-8" <br />VENEER <br />7'-0" <br />18'-4" T.O.M. <br />T.O.M. <br />1ST <br />FLOOR PLAN - <br />UNIT -A 1532 <br />SCALE: y"=1'-0" <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 />row <br />3'-4" 12'-0" T-0" <br />11101 <br />1'-4" V-8" <br />T-10" 5'-0" X-10" <br />2'-8" <br />MOD 25 SH MOD 25 SH <br />( 39" x 59" ) ( 39" x 59" ) <br />■ ® ® ■ ■ <br />EGRESSI EGRESS <br />o <br />OP <br />OWNER'S <br />55 BEDROOM <br />D1 <br />8'-0" FLAT CLG. <br />TYP. U.N.O. <br />® `4� CARPET <br />CV <br />I <br />� <br />c <br />°0 <br />17'-8" <br />io <br />in <br />6'-4" 4'-4" T-0" <br />I <br />® M.C. - - - - - R&S <br />0 0. BATH I 22"x36" <br />8'-0" FLA CLG. ATTIC <br />CARP T ACCESS I C I <br />N <br />/ <br />00 \� 8//(�" FLAT CLG <br />co <br />`� <br />to <br />doC� <br />N I N I <br />iv / ICARPET <br />PWOI <br />LID] <br />_ _ I <br />TYP. <br />N <br />O= I <br />FO 2868 5 <br />c <br />°° <br />7LO <br />So <br />E TO «2 8 <br />7' A. c'i5 <br />(° <br />N <br />60"x AHU <br />fi <br />°P <br />WERP I� 10 <br />is <br />R/A I I 11 <br />i <br />4-4- 3,4I I S-13" <br />LOFT 1 ' <br />c4 <br />F <br />P? <br />c4 8'-0" FLAT CLG. I 14 <br />00 ^ CARPET 1 1 <br />� <br />00 <br />j I I 1 <br />I <br />io <br />I 17 <br />� <br />in <br />I UP 1 <br />7' A.F.F. u <br />- 1/2 WALL <br />O <br />- I CAPPED <br />= 5'-4 1'-10" N 9'-6" <br />� <br />O <br />N <br />2668 <br />BAT �o <br />8'-0" FLAT CLG I <br />CARPET <br />■ M.C. �,! <br />Q <br />WICK <br />8'-0" FLAT CLG. <br />(V <br />CARPET 2668 <br />- <br />o� <br />ors I cv <br />CO <br />I co <br />CD <br />BEDROOM 2 <br />R&S <br />8'-0" <br />■ CARP_ETLG. <br />T <br />- - <br />G.T. <br />°0 <br />F.C. FOR ELEV. 2023 & <br />4 <br />MODERN ELEV ONLY. <br />"' <br />DOES NOT APPLY TO MOD 25 SH <br />STD/LT ELEVATIONS. ( 39" x 59" ) <br />EGRESS <br />3'-8" 3'-10" Y-10" <br />opl <br />4'-0" T-4" <br />4 <br />co <br />co <br />18'-4" <br />2ND FLOOR PLAN - UNIT -A 1532 <br />SCALE: Y4"=1'-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />O <br />+29.7 / -32.2 <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 />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET OH 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 />+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 112" 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 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 />A_ G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />U& <br />!� O <br />.y <br />C W <br />i 'L a <br />a" a <br />u <br />C cc U N <br />-cmrx <br />++ C L- p <br />co oV <br />y N Q Cti <br />4 CY <br />CD�� <br />d� <br />a• E c <br />ry 0 =4 <br />� <br />%dd� <br />eo <br />y rY •- -o <br />C/l fl- <br />� E <br />tCi <br />p <br />0 <br />w <br />C•M <br />0 <br />CV <br />N <br />0 <br />���. <br />,``LE�O <br />i r <br />:• No PE7 750 <br />Lr - <br />p••, ST.ATE OF � <br />P1111 <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 />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />MF H 8 E S N <br />O N <br />N ~ <br />J <br />dD J <br />Lo <br />U) U) , <br />a a <br />_ <br />103LL LL <br />crn 0 <br />C7 <br />O 7 <br />m <br />`�$� o <br />w <br />L W ��°� a0z <br />�n N M Q U H <br />Z OU ❑❑❑ <br />W <br />2 N <br />z <br />U) z <br />U' o <br />to(I <br />NJ <br />�_ <br />U <br />Ow <br />to <br />� *, <br />U m <br />t <br />r <br />I <br />U � <br />Q P9, <br />o <br />Cn <br />i <br />o <br />w <br />aEE <br />LL <br />a O <br />E <br />?� <br />w <br />^ <br />ze <br />U <br />oa <br />o E <br />U� <br />= <br />0% <br />Z <br />v <br />g <br />wz <br />�� <br />Z <br />C <br />N <br />� <br />m: <br />oa <br />>z <br />_J <br />2 <br />Z <br />8 <br />W <br />j <br />m <br />w <br />%� <br />7w <br />� - <br />o <br />a <br />tto <br />cn <br />a <br />T <br />o121 <br />> 00 <br />T <br />X <br />04 <br />F- <br />cM <br />T' <br />N <br />CV)) <br />Co <br />T <br />r <br />�• <br />T <br />� <br />C^ <br />CO <br />U) m <br />0 <br />L0 <br />C <br />-0 o <br />N <br />O <br />Cn <br />CO <br />`I <br />Q I d• <br />T <br />m <br />y CD <br />o <br />Z <br />Z <br />E T y r <br />E T w <br />m <br />c <br />-a <br />0 _J Q o <br />JOB <br />NO: 23-13143-13148 <br />SCALE : AS NOTED <br />SHEET NO. <br />3 <br />