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fll_IIl�L.l- <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />MIRROR <br />- <br />M <br />V �\ <br />0 <br />80 <br />IL JI <br />b <br />J� <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 25 4 <br />S.H. <br />13 <br />20X38J <br />18}X374 <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />184 X 62 4 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11­13 <br />271/4X38J <br />26x37i <br />S.H. <br />1114 <br />27 4 X 50 i <br />26 x 50 <br />S.H. <br />1115 <br />27JX63 <br />26X621/2 <br />S.H. <br />1116 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 � X 26 <br />36 � 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 4 X 50 J <br />36 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />364 X 62 1/2 <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 4 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 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 62 } <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 />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" DRYWALL <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 1 112" MIN. CLEARANCE <br />DECKING 7 "1 11., FLOOR ONLY) <br />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <br />'D \� SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. F. FL. <br />17_ 1 1/4" TO 2" DIA <br />16 - HANDRAIL NO <br />15 \ LESS THAN 34" <br />14 NOR MORE <br />13 U THAN 38" ABV. <br />12 Z TREAD NOSING <br />11 10 HAND RAIL METAL <br />HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />`r <br />F. FL. <br />2x STRINGERS <br />14' <br />TYP. STAIR <br />SCALE: 1/4" = 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/ 112" <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.oE 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.oE 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/ 112" <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 % 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 />Drip -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 r2-inch gypsum board. <br />mono: <br />■i■ <br />iii • ' <br />mono: <br />J <br />C M <br />DINING <br />9'-4" FLAT CLG. <br />TILE <br />o _ <br />M 04 <br />N <br />00 <br />b) a0 to ED <br />� M <br />TYP. U. <br />v <br />Y <br />ih <br />0 <br />in <br />16" SQUARE- <br />CMU COLUMN <br />FLRG. LINE <br />8'-0" <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />5-SH <br />- <br />2468 REF <br />I <br />I <br />S-2" <br />6-7" <br />O <br />O <br />C <br />3 <br />, <br />Z <br />KITCHEN <br />9'-4" FLAT CLG. <br />TILE <br />I <br />SINK w/ <br />DNV DISPOSAL <br />I <br />I I <br />a0 <br />r---� <br />L - - - <br />tj16" CNTR. AT 42" <br />A.F.F. <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />GG <br />_ <br />3'-8" <br />1/2 WALL <br />CAPPED <br />UP <br />nil <br />i G <br />® Ynwa <br />r . <br />iiiiGGnii � 1• r�n•■iGu-ni <br />nu <br />- mono: <br />■■■ <br />Ems <br />IN <br />• :mono <br />own'Mill■ <br />r i <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR ARAG E <br />9'-4" FLAT CLG. <br />0 <br />Inr <br />------------------ <br />r <br />� <br />I <br />I <br />I <br />I <br />� <br />I <br />I <br />~ <br />■ <br />I LINE OF 2nd STRY. <br />I- - <br />ABV. I <br />- t <br />g <br />I "NOTE" <br />I <br />p <br />I ELK. WALLS A <br />RE 8'-8" <br />!- <br />I TALL FOR "A" <br />NIT 5'-8" <br />o <br />I FROM FRONT <br />OF <br />1 GARAGE <br />K <br />I TYP. @ <br />I <br />I S4 GARAG <br />8'x7' GARAGE <br />OOR <br />1 V-4" <br />f 18,-4" <br />1ST FLOOR PLAN - UNIT -A 1532 <br />SCALE: X"=V-0" <br />1' <br />18'-8" <br />T.O.M. <br />D1 <br />140C <br />REV 10.1.20 CAB <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'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />' WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT <br />EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE <br />STUDS WILL BE DOUBLE STUDS 16" 0 C OR SINGLE STUDS <br />@ 12" O.C.' <br />THIS IS ONLY USED <br />FINISH <br />" WALL SHEATHING 1 <br />REFER TO SHEATHIN <br />00 <br />iD <br />FILLED CELL LEGEND <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />0 FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />W10 <br />@ <br />18-4 <br />ITH PLASTER <br />OR <br />STUCCO <br />EXTERIOR <br />3'4" <br />12'-0" 3'4" <br />7011 <br />5/32" EXPOSURE <br />1 OR <br />10 <br />EQUIVALENT. <br />G SCHEDULE <br />FOR <br />ATTACHMENTS" <br />1'-4" 1'-8" 3'-10" <br />5'-0" 3'-10" <br />2'-8" <br />a <br />(A <br />I <br />MOD <br />25 SH <br />MOD 25 SH <br />( 39" <br />■ ® <br />x 59") <br />( 39" x 59" ) <br />■ <br />■ <br />EGRESS EGRESS <br />0 <br />00 <br />' OWNER'S <br />55 <br />BEDROOM <br />D1 <br />TYP. U.N.O. <br />8'-0" FLAT CLG. <br />®a <br />CARPET <br />(V <br />a <br />= <br />I <br />o0 <br />o <br />N <br />°0 <br />17'-8" <br />6'-4" <br />4'4" 7'-0" <br />I <br />® M.CM.C\. <br />- - - - - <br />R&S <br />----------, <br />0. BATH <br />I 22"x36" <br />' <br />ll U' <br />�� <br />8'-0" AR <br />CARP <br />ATTIC <br />CLG. <br />T ACCESS <br />W I C <br />N <br />FLAT CLG <br />N <br />W ^00 <br />N I <br />\ 8�(�" <br />N ICARPET I <br />nDl <br />_v_� I <br />® <br />--- ----J <br />= <br />O <br />I <br />2868 <br />R&S <br />N <br />5 <br />® <br />X6 <br />7 <br />CO <br />ET <br />I = <br />00 <br />7' A. <br />0 <br />co <br />N <br />60"x <br />AHU <br />9 <br />10 <br />t <br />°P <br />WER P <br />I <br />io <br />C7 <br />R/A I 11 <br />rn <br />5' 114 <br />4'4- <br />3,4„ I I 3,-8„ 19 <br />OP <br />' <br />LOFT I I 13 <br />I <br />® 1n <br />cn <br />8'-0" FLAT CLG. I 14 <br />0 <br />' <br />to <br />CARPET I <br />o0 <br />00 <br />00 <br />II 16 <br />= <br />II 1 <br />I I UP 18 <br />7' A.F.F. <br />u <br />0 <br />1/2 WALL <br />CAPPED <br />= 5'-4 <br />CV <br />1'-10" <br />9'-6" <br />= <br />N <br />A <br />O <br />= <br />M = <br />io <br />N <br />Lo <br />BAT <br />2668 <br />0 <br />8'-0" FLAT <br />CLG <br />CARP <br />■ M.C. <br />T <br />o <br />% <br />I WIC <br />8'-0" FLAT CLG. <br />�y <br />CARPET <br />2668 <br />io <br />tr I to <br />Ir <br />----- <br />- - - - <br />BEDROOM 2 <br />R&S <br />8'-0" FLAT CLG. <br />■ <br />CARPET <br />Oq <br />_ <br />n <br />- - <br />G.T. <br />00 <br />0 <br />10 <br />l t S 1 <br />10 <br />MOD 25 SH <br />( 39" x 59" ) <br />EGRESS <br />■ <br />3'-8" <br />3' 10" <br />3'-10" <br />Of L <br />4'-0" <br />7'-4" <br />= <br />o <br />00 <br />1 V-4" <br />iD <br />18'-4" <br />2ND FLOOR PLAN - UNIT -A 1532 <br />SCALE: Y"=V-0" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />(2 <br />+29.7 / -32.2 <br />Q�) <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />SEESNSHEET O SEE SN SHEET140 <br />ONOTE-:,VW <br />MPHIND <br />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. Ed. 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 1/2" 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 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 />III BOND BEAM HGT. AT 10'-8" <br />TOP AT 18'-8" <br />MASONRY HGT. @ 9'-4" A.F.F. <br />MASONRY HGT. @ 8'4" 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 BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />G.C. TO COORDINATE PLUMBING TO AVOID A <br />CONFLICT WITH STRUCTURAL WD. COL. <br />CV <br />O <br />0 <br />00 <br />,y <br />cn <br />_; <br />Vl L <br />0 <br />/•f J <br />T <br />L�, / <br />- r <br />y> i 42 LA <br />f;• P. <br />S�o :'I'll, <br />\rJ J\ <br />-%-, <br />u <br />,•\tee..`, 7 <br />r, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />Hl <br />IN <br />E o �s <br />(no)9-- <br />N <br />R <br />1 <br />U)ai <br />Q <br />M V U. <br />C LL <br />J W <br />�LLii 1 a <br />Z <br />_ W Y <br />(0 IS tl m <br />W <br />M <br />11011 <br />Z <br />_� Co <br />L N Z Q -' <br />N OU <br />Z <br />W <br />130 <br />c� V <br />2 N <br />0 <br />z m <br />z � � <br />a <br />Cn <br />P1 <br />V) <br />z g <br />Q) <br />0 <br />}, <br />fZ <br />- " <br /><n <br />w g <br />0 <br />N <br />�N <br />�,_ N <br />5 <br />1; <br />r6 <br />- <br />U c <br />LL <br />E <br />2 8 <br />•i•. <br />c w <br />Q Y <br />-Q <br />t <br />fop <br />M <br />oS <br />J <br />E <br />i. <br />�g� <br />o <br />cu <br />t '0 <br />n a. <br />Z <br />�4 <br />Z <br />V ra <br />4 <br />n3 <br />cu <br />� <br />°VV <br />y O <br />0 <br />p¢ <br />> Z <br />Z <br />in � <br />ab <br />Z= <br />ai <br />oa <br />g0 <br />W <br />T <br />N <br />3: <br />E <br />ox <br />p <br />a f_ <br />c <br />o <br />12 <br />>� <br />ci <br />rn <br />N <br />C7 <br />G!D <br />CLG <br />� <br />�[7 <br />O <br />C'V <br />CW > <br />;� <br />' <br />O^O <br />a- m <br />DO <br />00 <br />T <br />(= r <br />N <br />� <br />11� <br />1l­__ <br />:3 0 <br />N <br />0')-6-1 <br />0 <br />IZD <br />co <br />rn <br />Q 00 <br />Il,i7 <br />00 <br />r <br />N <br />� <br />0 <br />O <br />z <br />Z <br />F_ <br />E O <br />iri <br />d <br />U <br />Q p <br />_J <br />JOB <br />NO : 22-08433-08426 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3 <br />J <br />41 <br />U <br />w <br />7 = <br />6 Z <br />r. 5 <br />\ - 4 00 <br />1 F.FL. HANDRAIL DETAIL <br />2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-0" <br />Ile <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />TAPCONS @ 16"o.c. AND <br />3"FROM EA. END. <br />SECTION <br />