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KITCHEN O. BATH VARIES, 2" LESS THAN CABINETS BELOW _ MI x r r I 11111111110� KITCHEN INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD o 0- CID cc R o0 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I TOWEL BAR TUB OR SHIP -� SHWR. VALVES MEDICINE CABINET �y TOILET `Q SOAP Ir PAPER `o b DISH r HOLDER � v r pz OZ v o •zi Ni `0 M ih M in iv TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS BATHROOM 2 0 60 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT X BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 3p" H BASE c W CABINETS 4 So 00 lL AN F in 0V-2" 2x t4 M v FRAMING o b Eli 1/2" GYP it 1° N N BOARD Fi", ria. FIN. FLR. CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING DOUBLE RODS SINGLE ROD 16" FOR LINEN 12" FOR PANTRY BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" WIRE SHELF @ +54" A.F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE -� HANSON BOX 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z Lu PAD OUT 0 a U -J Q D 0U U W �_ >W U ob 60 x ;?1 4 HB AC PAD 12'-0" 13'-0" 8'-3" ,, T-9" 11'-8" i-V-4" HB - i E I i I 11 NOOK - 8'-8" FLAT CLG. --- - TILE - - - 1- -- r--- I Ir i mol ■ T-2 j" �/ 4, 0" 6'-74" W.H. 17'-10" 0 BUILDER TO 35 EDGE OF SLAB 2" PROVIDE APPUANCE BEYOND WALL PROTECTION WHEN D1 REQUIRED PER FBC NOTE: FINISHED WALLS TO BE FLUSH. FIELD 8'4r CLG. A.F.F. t. G.T. VERIFY. 8'-O' CLG. A.F.F. - - - - - - - - - - - - - - - wW h- UL Q = ___,ATTIC GARAGE x U S --_ 8'-0"CLG. A.F.F. >O� TYP. @ SINGLE N STORY A (SEE AA/S3 FOR S3 STEM OPT.) r- - - - - - - - - - - - - - - - - --- I I I --------------i I I I I I I I I K I I I I I ` 5 S4 TYP. @ I I GARAGE I O I 1'-8. 16070 OVERHEAD DOOR LANAI 8'-0" FLAT CLG. AFF In' All FAMILY 8'-8" FLAT CLG. CARPET �i 8 8'-8" FLAT CLG. TILE FLOORG.T______-_- REF. - 5'•7�' STUD DINING w/(3) GG STUDS w/ (3) 16d MAILS @ BASE 8'-8" FLAT CLG. S3 c0 CARPET T-3" 42" H 1/2 WALL OR RAILING PER SPECS _ _ FLOOR G.T. I- ' 0 (3) 2x4 #2 SPF O N STUDS w/ (3) 16d I J NAILS @ BASE 0 068 ARCH - ^- 3 2x4 #2 SP PWDR ' 4 D. 8'-8" FLAT CLG. O F TILE _ _ : STUDS w/ HTT16 ■ iio Q AT BASE W. LAUN - PE NI<-- OT, i FOYER 8'-W FLAT CLG. - - 8'-8" FLAT CLG. TILE , _ - TILE z - -- - r- I ■ � I c+i I I � I I JENTRY '-0" FLAT CLG. AFF �------- 5'-8" 1'-4"X1'-4" "L" SHAPE CMU COLUMN 0 dol 00 CD x N N O N 00 ro TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL iD 1'-4"X1'-4" "L" SHAPE CMU COLUMN 4 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 #2 SYP W/ 1/2 (2) - 2X6 " FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG () - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 Q SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 I X 251 S.H. 13 20 X 38 1812 X 37 q S.H. 14 20X501 182X50 S.H. 15 20X63 18X62 S.H. 16 20X72 181X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 27 114 X 38 26 x 37 S.H. 11H4 27' X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27aX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 8 36 � X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 S.H. 33 54 X 38 a 52' X 37 S.H. 34 54 X 50 a 521 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - A SCALE: X"=1'4' N CV N a� 0 _ o > W U _d O M v c� >C "O CN N -cc " W-. 3 -W ai CL m w 4 ,X u 3 � cO (b W ra > Cap � m av 0 2.1 IT _ J o {GtF �'•.� F L O a . .•o f........ To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea). E V 0 N S 0 C 0 r ,°° % V 0 J N O :0 y cn 13 4 += J U. W LL w a Z a 2 L f�0 0 _ =3N� W Z ILW Go 6 . w to 04Z a G ZN O U N W 13 13 (D M ! z15z F CD J - a � V) CDQ) CD a F5 C5 - : 'per 4--J cn W 5 � m U _ 0 W $ Ln Lv N �N 2 U LU =-: U as c rR Y Q t N of Z M z o a J n O E E: m z fo - g z® oa U QQ0 _ XOV VO a F �U z CD2 <S - Z .� ra C jX �F o OLL z� W a $! 10. 2xz 10 .0 Gw Il 3 Illlllllllll� CD, w c� >_ a J >M m CD M N M Co r CD � r r Cr D.. U) m N 4-+ Ln 4-0 N � n O LnT N-Q Q r cc co ti r- o Z Z E O E m v c aU - Q 0 -J JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. 1.1