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00 <br />KITCHEN <br />MIRROR <br />I <br />0 <br />00 C) <br />VARIES, <br />CABINETS <br />2" LESS THAN <br />BELOW <br />- <br />MI <br />VARIES <br />ILu <br />Ll <br />MEDICINE <br />CABINET <br />EO <br />a <br />O, OZ <br />ILL <br />i+� iv ih <br />O. BATH <br />at(���iro0 <br />KITCHEN <br />BATHROOM <br />INTERIOR DETAILS <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON <br />BATHROOM WALL <br />TOILET <br />PAPER <br />I HOLDER <br />o <br />0 <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD <br />TOWEL BAR IN <br />TUB OR SHWR. <br />SHWR. <br />VALVES <br />O SOAP <br />o DISH <br />`n o <br />a <br />io O <br />TUB <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />in <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS - <br />30" H UPPER <br />CABINETS - <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />¢ <br />BRACKET 36" H BASE <br />O <br />0 <br />0 <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />o O <br />a0 <br />w <br />CABINETS <br />co <br />LL <br />N <br />4 <br />O <br />2x <br />? <br />h <br />a0 <br />io <br />FRAMING b 4 <br />0 <br />1/2" GYP v <br />BOARD <br />FIN FL", <br />FIN. FLR. <br />x UL <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />v <br />IF <br />O <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />FD <br />1'-4"X1'4" "L" J <br />SHAPE CMU <br />COLUMN <br />rL,11961u <br />13'-0" <br />12'-0" <br />V-4" <br />11'-8" <br />T-9" <br />AC PAD <br />HB O <br />35-SH <br />■- - - - - <br />■ <br />■ <br />■ <br />- - - <br />■ <br />I <br />- - - - - - - - - - - - - - <br />I <br />I <br />LANAI ■ <br />NOOK <br />i 8'-0" <br />FLAT CLG. AFF <br />FLAT CLG!''`' <br />I <br />TILE o <br />1 <br />12'-4" <br />1 <br />I <br />E <br />O <br />■ <br />6068 S D <br />■ <br />SIN <br />M <br />V <br />t <br />�I <br />t ■ <br />. t. <br />■ <br />II <br />II � <br />II <br />I <br />"I <br />I <br />I' 0- <br />o 0 <br />1 O <br />bN <br />I 3 RI <br />z 'FT1O <br />FAMILY <br />■ <br />8'-8" FLAT CLG. <br />I �I <br />I ■ <br />CARPET <br />I pi <br />- 4 - 4 2'-2" <br />2'A11" <br />ITCHE <br />8'-8" FLAT CLG. 2468 <br />TILE 1-0 <br />CV <br />_ <br />U) <br />JL <br />FLOOR G.T. <br />� <br />----- <br />-- --- <br />- <br />-- - - <br />REF. ~ .7 <br />FT, <br />- <br />----- - <br />16 <br />N <br />�Im--- <br />I -' <br />114 <br />5'-74" <br />13 <br />DINING <br />(3)2x4#2SPF <br />12 <br />■ <br />STUDS w/ (3) 16d <br />GG <br />■ <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET <br />S3 <br />00 TYP <br />10 <br />42" H 1/2 WALL <br />3, 3. 4'_24' g <br />OR RAILING PER <br />SPECS <br />8 <br />-- -- <br />FLOOR G.T. <br />- - - <br />- - - -- <br />7 <br />■ <br />(3) 2x4 #2 SPF <br />6 <br />■ <br />STUDS w/ (3) 16d <br />NAILS @ BASE <br />_ 11 UP <br />CV00 <br />C7 0 <br />U-1 2 3 4 5 <br />o <br />PW D R 4068 ARCH <br />� <br />GG <br />I <br />(3) 2x4 #2 SPF <br />8'-8" FLAT CLG. 6� <br />rL� <br />�'8 S3 W <br />s8 <br />STUDS w/HTT16 <br />TILE <br />■ AT BASE <br />FOYER <br />TP <br />0 PE K <br />00 <br />LAUN <br />8'-8" FLAT CLG. <br />Q 8'-8" FLAT CLG. D. <br />TILE <br />S4 TI LE <br />o <br />I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />SW13 <br />H1 <br />6 4' <br />6-74" <br />4,-0 7 -24" <br />0" <br />17-10" <br />EDGE OF SLAB 2" <br />BUILDER TO <br />-� -`14 <br />L73■ <br />BEYOND WALL <br />D1 PROVIDE APPLIANCE <br />WHEN <br />00PROTECTION <br />NOTE: FINISHED WALLS <br />REQUIRED PER <br />FBC <br />M I <br />TO BE FLUSH. FIELD <br />I <br />VERIFY. G.T. <br />8'-8" CLG. A.F.F. <br />I- <br />- - - - - - - <br />- - - - - - - - <br />U I <br />8'-0" CLG. A.F.F. <br />_- <br />J <br />Zw <br />ENTRYI <br />8'-0" FLAT CLG. AF <br />E54 x 22,-, <br />Q a <br />------ <br />GARAGE ;ATTIC <br />o L) <br />8'-0" CLG. A.F.F. <br />____�; <br />LA9CE!L _ _ _ _ J <br />�w <br />LU <br />TYP. @ SINGLE <br />> w <br />.1 '4" 4'-4" <br />STORY <br />(SEE AA/S3 FOR A <br />STEM OPT.) S3 <br />r- - - - - - - - - - - - - - - <br />I <br />I <br />I <br />- - - - - - - - - - - - - - - <br />- -- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K <br />K <br />I <br />I <br />I <br />I <br />I <br />TYP. @ S4 <br />I <br />I O <br />GARAGE <br />------------ <br />I <br />I <br />16070 OVERHEAD DOOR <br />V-8" <br />16-0" <br />V-8" <br />19'-4" <br />5'-8" <br />25'-0" <br />EXTERIOR WALL <br />W/ 2x4 WALL <br />PAD OUT <br />HANSON BOX @ <br />36" A.F.F. <br />DRYER VTE <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />�-WIRE SHELF @ <br />+54" A.F.F. <br />12� X <br />W LU <br />LU <br />L1J Z J <br />Om <br />: 0LIJ 0 <br />>O3; <br />HB <br />M <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 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 />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <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 />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 />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <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 />1 +29.7 / -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />182X25 <br />S.H. <br />13 <br />20X38g <br />181X373 <br />S.H. <br />14 <br />20X50g <br />182'X50 <br />S.H. <br />15 <br />20 X 63 <br />18 2 X 621 <br />S.H. <br />16 <br />20X72 <br />182'X711 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 1 <br />S.H. <br />11-13 <br />27 1/4 X 38 g <br />26 x 37 a <br />S.H. <br />11-14 <br />27 q X 50 <br />26 x 50 <br />S.H. <br />11­15 <br />2714 X 63 <br />26 X 62 112 <br />S.H. <br />1H6 <br />271X72 <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 4 X 38 8 <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 a <br />361 X 50 <br />S.H. <br />25 <br />37 a X 63 <br />3612 X 62 1/2 <br />S.H. <br />26 <br />37 a X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 � WIDE <br />S.H. <br />32 <br />54 X 26 <br />5212 X 25 2 <br />S.H. <br />33 <br />54 X 38 <br />52 2' X 37 a <br />S.H. <br />34 <br />54 X 50 s <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />521 X 62 1 <br />S.H. <br />36 <br />54 X 72 <br />52 � X 7121 <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 />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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY HGT. @ 8'-0" A.F.F. <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 <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST FLOOR LIVING AREA 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S.F. <br />TOTAL SQ. FT. 2605 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - ELEV-A <br />SCALE: Y4"=V-0" <br />e+"! <br />c <br />Q <br />O lIJ <br />ci a _o <br />V N <br />� "- <br />LI- <br />y �a <br />- Ct = <br />Cz N C.-4cc <br />a <br />3 m a <br />d a-= a <br />CU o Q <br />-- 3 3 ro <br />� �`u <br />� u <br />y <br />Q� <br />c E <br />M <br />N <br />O <br />N <br />Cn <br />N <br />0 <br />L� <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N) <br />W <br />a <br />v E <br />O <br />'c=, <br />0 <br />rn <br />N <br />cn�b� <br />N <br />a <br />M a LL <br />= J I w <br />J LL ILL rl <br />w <br />a <br />Z <br />@CI n <br />WM2 <br />�oYN p <br />_ <br />�m <br />W- <br />Z <br />LLNZ <br />LO Z Cl) <br />O U 81)owJ <br />W <br />❑ ❑ <br />N O <br />'(0 � <br />r` <br />o <br />? <br />rI <br />U) <br />� <br />�N <br />(1)z a <br />(� <br />w <br />0wg <br />VI <br />�N <br />J <br />) <br />W J <br />_ L E <br />1 <br />N o <br />S I� <br />op <br />M <br />J <br />o 3 <br />f <br />IC <br />E <br />0 <br />oQ <br />r <br />0 <br />OO <br />0 <br />a <br />o LL <br />=3 <br />o <br />e x <br />a <br />¢ <br />>C`) <br />O <br />6 <br />rn <br />M <br />0 <br />N <br />(0 Lf') <br />N <br />o <br />L <br />Q <br />0 <br />J <br />N <br />CL <br />U <br />U)CT <br />N <br />ca <br />LO <br />4-+ <br />�--+ <br />O <br />LL <br />O <br />Y <br />U <br />O <br />0O <br />CV) <br />0) <br />00 CN <br />Ln <br />N <br />M N <br />r <br />M <br />� r <br />CO N <br />0 <br />Z <br />E <br />E <br />w? <br />c <br />FL <br />0 � <br />as o <br />c <br />JOB <br />NO: <br />23-04651 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />