Laserfiche WebLink
OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <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" <br />TOTAL RUN=14'-2" 42" KNEE WALL <br />WITH 1x8 CAP & <br />3/4" PLYWOOD CASING (AT 2nd <br />DECKING �� FLOOR ONLY) <br />F. FL. <br />----------------��-- <br />� 18 � <br />F. FL. <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 25 4 <br />S.H. <br />13 <br />20X38J <br />184X37i <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38J <br />26x37 <br />S.H. <br />1 H4 <br />27 4 X 501 <br />26 x 50 <br />S.H. <br />11­15 <br />274X63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <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 38 J <br />36 } 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 />37JX63 <br />36}X621/2 <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 />73J 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 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 714 <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 />CU <br />ca <br />DRYWALL <br />Lco 0 <br />4-1 <br />L <br />oun <br />0ro <br />co <br />121) <br />1 <br />CD <br />E <br />CO 00 <br />9 <br />1 1/2" MIN. CLEARANCE <br />17 - 1 1/4" TO 2" DIA <br />- 16 �� f HANDRAIL NO <br />15 LESS THAN 34" <br />14 �� NOR MORE <br />13 U THAN 38" ABV. <br />12 CONT. Z TREAD NOSING <br />� 11 HAND RAIL w METAL <br />HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />is <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) -1 314" 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 />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <br />SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. <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 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 '% inch. A nosing projection not less than 314 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 />Y <br />18'-4" <br />11 <br />VERIFY <br />AC PAD I I I A/C PAD LOCATION OF <br />A <br />OUTDOOR LIVING <br />S3 <br />9'-4" CLG, A.F.F. <br />tv, <br />CONCRETE <br />6'-0" <br />10'-8" <br />= <br />6'-8" <br />T-10" T-10" <br />2'-8" <br />oI <br />C <br />~ °i <br />6068 SGD <br />_-� <br />00 <br />® ■ <br />■ <br />060 <br />- - <br />5-SH <br />fV <br />L <br />2468 REF <br />1 <br />I <br />® 7'-11" <br />3'-2" <br />6'-7" <br />' <br />' <br />O <br />O <br />© <br />�0 <br />M <br />DINING N <br />KITCHEN <br />a <br />Z <br />I <br />' <br />9'-4" FLAT CLG. <br />9'-4" FLAT CLG, <br />® TILE <br />TILE <br />I <br />SINK w/ <br />I <br />D/W DISPOSAL <br />FLRG. LINE <br />- - - - - - - <br />O <br />- I 16" CNTR. AT 42" <br />r A.F.F. <br />1 <br />M 55 <br />D1 GREAT ROOM <br />TYP. U.N.O ® 9'-4" FLAT CLG. <br />CARPET <br />13'-8" <br />� c <br />co <br />GG <br />T <br />r <br />O O N <br />M <br />STONE <br />VENEER <br />16" SQUARE- <br />CMU COLUMN <br />FLRG. LINE___-___ <br />1/2 WALL <br />CAPPED <br />UP <br />*NO UPLIFT* _ <br />Q - - - <br />S4co <br />-- - - <br />'W <br />H1 N �_P_W_ _R_ <br />TILE <br />N J <br />n tL <br />2868 <br />�� <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR ARAGE <br />9'-4" FLAT CLG. <br />Cor - - - - - - - - - - ------- <br />I I <br />I I <br />■ i - LINE OF 2nd STRY. ABV. + <br />**NOTE * I <br />BLK. WALLS RE 8'-8" 1 <br />/01 TALL FOR "A" NIT 5'-8" <br />o HB FROM FRONT OF <br />I GARAGE <br />K TYP. @ <br />o I S4 GARAG <br />1 <br />N 81x7' GARAGE OOR <br />I 18'-411 <br />1ST FLOOR PLAN - UNIT -A 1532 <br />SCALE: Y4"=1'-0" <br />D1 <br />STONE <br />VENEER <br />bo <br />io <br />9 <br />In <br />q <br />_ <br />;q. <br />'vs <br />00 <br />60 <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 />F_ <br />10 <br />10 --t <br />3'-4" 12'-0" 3'-0" <br />1' 4" V-8" S-10" <br />5'-0" T-10" <br />2'-8" <br />© <br />O <br />MOD <br />25 SH <br />MOD 25 SH <br />(39"x59") <br />(39"x59") <br />EGRESS I EGRESS <br />- <br />0 <br />00 <br />I <br />r- <br />OWNER'S <br />55 <br />BEDROOM <br />D1 <br />M�a <br />TYP. U.N.O. <br />8'-0" FLAT CLG. <br />I <br />® <br />CARPET <br />0 <br />1 <br />1 <br />00 <br />0 <br />N <br />o0 <br />171-8" <br />cn <br />to <br />61 " <br />41-411 7-0" <br />a M.C. <br />- - - - - <br />R&S <br />E 0. W <br />I 22"x36" <br />' <br />8'-0" FLA <br />CARP <br />ATTIC <br />CLG. <br />T ACCESS/ <br />I <br />I C I <br />N <br />9 <br />to <br />co I �\ 8/��" FLAT CLG � <br />cV <br />M <br />iv <br />041 ^ <br />N / (CARPET I <br />pW01 <br />- - -_ _ _ I <br />----J <br />TYP. <br />R&S <br />O= <br />O <br />I <br />N <br />Cl) <br />2868 <br />5 <br />® <br />co <br />- <br />- 1X <br />7 <br />ao <br />E O <br />00 <br />in <br />7' A. <br />N <br />AHU <br />9 <br />60"x <br />10 <br />r <br />o0 <br />WER P <br />I <br />y <br />R/A <br />I 11 <br />to <br />LO <br />114 <br />4,.4" <br />31 A11 <br />I 31-811 <br />co <br />1 <br />LOFT �' 13 <br />to <br />4 <br />® to. <br />8'-0" FLAT CLG. 14 <br />CARPET I 15 <br />00 <br />N <br />I I 16 <br />I <br />CO <br />II 17 <br />in <br />UP 1 <br />= <br />1/2 WALL <br />b< <br />CAPPED <br />■1 <br />O5' 4 1'-10" N <br />9'-6" <br />N <br />M <br />� O <br />= <br />® ^ T <br />`° <br />N <br />rn <br />BAT <br />2668 <br />CV <br />o <br />ti8 <br />8'-0" FLAT CLG 1 <br />CARPET <br />■ M.C. 01 <br />I w�C <br />F-0" FLAT CLG. <br />CV <br />1 CARPET 2668 <br />a, <br />- I <br />BEDROOM 2 <br />R & S �- <br />8'-0" FLAT CLG. <br />CARPETcq <br />= <br />At <br />_ <br />G.T. - - <br />1 <br />G.T. <br />o <br />1 <br />;� <br />B <br />O <br />to <br />MOD 25 SH <br />( 39" x 59" ) <br />EGRESS <br />3'-8" <br />3'-101. <br />7-4" <br />4'-01, <br />0o <br />7-01, <br />1 V-4" <br />co <br />� <br />18'-4" <br />loot <br />2ND FLOOR PLAN - UNIT -A 1532 <br />SCALE: Ya"=V-0" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />® <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 />(�E <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET OH SEE SN SHEET <br />14•Q MPH ftwoft <br />NOTE; WIND SPEED INDICATED ABOVE IS AN <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 />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 CONIC 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 />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />Oc <br />dDD <br />� r� <br />� rah <br />v, <br />31: <br />ro d cu si <br />y <br />CL' •ro ;r <br />>r � <br />m <br />o <br />M <br />0 <br />CV <br />0 <br />1. t= <br />�:�?'• STATE OF <br />� `'�C\ •• �/ <br />�'+ ••r yeti <br />� V <br />C' r <br />'f l�Ptrl19 1!f'�>`` <br />To the best of the Engineers knowledge, Infonnatlon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineer's signature and seal. <br />E <br />� <br />t, <br />(DID <br />w <br />l <br />Ui N �� � # <br />a <br />�CLL <br />10 J <br />�\ 9 v Y <br />8 a� <br />__... ,6 y z <br />5 <br />2x STRINGERS \\�� 4 °Q <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 31/2" <br />TAPCONS @ 16"o.c. AND <br />TYP. STAIR SECTION 3" FROM EA, END. <br />SCALE: 1/4" = l'-0" <br />