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CV <br />0 <br />M <br />KITCHEN <br />MIRROR <br />a0 o <br />00F=----1MD 11 <br />M <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MI� <br />VARIES <br />�I l� <br />L1'_ <br />KITCHEN <br />O. BATH BATHROOM 2 <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <br />0 <br />CV <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD p--- <br />w <br />24' TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />TOWEL BAR IN <br />TUB OR SHWR <br />- <br />ON BATHROOM WALL <br />I <br />o e <br />MEDICINE <br />CABINET <br />VALVES <br />TOILET ° <br />SOAP <br />PAPER ° <br />DISH C <br />I HOLDER <br />9 <br />v <br />Oz 05E <br />10 <br />w¢ L`¢ <br />4 <br />M M M <br />v <br />TUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />CLOSETS/LAUND <br />SINGLE <br />ROD <br />42" H UPPER <br />CABINETS --- <br />36" H UPPER <br />CABINETS <br />16" FOR LINEN 30" H UPPER <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET <br />c <br />36 H BASE <br />O <br />0 <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />O <br />9 <br />9 <br />LL <br />CABINETS <br />N <br />o <br />9 <br />W <br />ao <br />u? <br />fh <br />O <br />2x <br />T <br />h <br />a0 <br />zo <br />FRAMING bN o <br />1/2" GYP <br />0 <br />? <br />BOARD <br />FIN. FLR. <br />FIN. FLR. <br />x <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = 1'-1 <br />_T <br />0 <br />M <br />I" <br />in <br />1'-4"XV-4" "L" <br />SHAPE CMU <br />COLUMN <br />u <br />v� <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />LO <br />Cl) <br />-4" <br />WE <br />LANAI <br />8'-0" FLAT CLG. AFF <br />i'V A" <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />NOOK <br />8' -' 8" FLAT CLG`.! <br />TILE <br />8'-8" FLAT CLG.- <br />TILE <br />_ <br />- - - - FLOOR G.T. <br />- - - - - - - - - - -REF_ <br />5'-74' <br />DINING <br />#2 SPF <br />STUD <br />STUDS w/ (3)3) 16d GG <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />CARPET <br />S3 <br />c° <br />TYI <br />42" H 1/2 WALL <br />3'-3" <br />OR RAILING PER <br />SPECS <br />- - - - - -- FLOOR G.T_ <br />- <br />--- <br />(3) 2x4 #2 SPF <br />- <br />STUDS w/ (3) 16d <br />NAILS @ BASE <br />III <br />p <br />c> <br />07 <br />u 11 <br />d <br />2 <br />3 <br />4 <br />- <br />4068 <br />- <br />ARCH <br />(3) 2x4 #2 SPF <br />STUDS w/ HTT161f <br />AT BASE <br />FOYER <br />8'-8" FLAT CLG. <br />TILE t <br />6 -4 - <br />r <br />f T <br />I co <br />I o <br />IT <br />j H <br />1 C7 I <br />11 ENTRY1 <br />8'-0" FLAT CLG. AF <br />-----1 <br />1'-4"X1'-4" "L" / <br />SHAPE CMU <br />COLUMN <br />• <br />• lir <br />�A � <br />�� <br />AC PAD <br />6- 6 <br />c,�6cP S3 <br />_ _ <br />W. <br />I <br />LAU N <br />8'-8" FLAT CLG. <br />D. <br />I <br />TILE <br />6 _71 4' l✓ 1 LT-23" <br />W.H. <br />0" 17'-10" <br />EDGE OF SLAB 2" 35 BUILDER TO <br />BEYOND WALL PROVIDE APPLIANCE <br />D1 PROTECTION WHEN <br />NOTE: FINISHED WALLS REQUIRED PER FBC <br />TO BE FLUSH. FIELD <br />-VERIFY. _G_T_ 8-8CLG. CLG. A.F.F.- - -- <br />-1--1 <br />8'-0" CLG, A.F.F. J <br />��-------� Z W <br />154' x 22'-' � � I 0 <br />(ATTIC 1 p d <br />� GARAGE `A�cEss -- <br />- Q <br />8'-0" CLG. A.F.F. O} a <br />ooU- <br />Fr W <br />oN TYP. @ SINGLE j w <br />Lu <br />STORY <br />(SEE AA/S3 FOR p <br />-----STEM OPT.))- S3 <br />r-- - - - - - - - - - - - - - - ---- --- <br />i <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I K I <br />TYP. @ S4 <br />I GARAGE I <br />I O I <br />16070 OVERHEAD DOOR <br />3" 16'-0" .1'• <br />EXTERIOR WALL <br />PAD PAD O WALL <br />/- 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 />cl� X <br />W W <br />H Q <br />L1J Z J <br />> co <br />uJ U <br />>�� o?d <br />co 2 <br />U <br />00 <br />00 <br />o <br />HB <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 />(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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />CA <br />+29.7 / -32.2 <br />© <br />+29.7 I -39.7 <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />�F <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 />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 />182X252 <br />S.H. <br />13 <br />20 X 38' <br />18 1 X 37 3 <br />S. H. <br />14 <br />20 X 50' <br />181 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 2 X 62 2 <br />S.H. <br />16 <br />20X72 <br />182'X71 <br />S.H. <br />11­12 <br />271/4X26 <br />26X252 <br />S.H. <br />11-13 <br />271/4X38$ <br />26x373 <br />S.H. <br />1 H4 <br />271 X 50 a <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1H6 <br />271X72 <br />26X711/2 <br />S.H. <br />22 <br />374X26 <br />361X251/2 <br />S.H. <br />23 <br />37 4 X 38 8 <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />374X508 <br />36'X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 1 X 62 1/2 <br />S.H. <br />26 <br />3714 X 72 <br />36 X 71 112 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 2 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52' X 251 <br />S.H. <br />33 <br />54X383 <br />S.H. <br />34 <br />54 X 50 $ <br />52 z X 50 <br />S.H. <br />35 <br />54 X 63 <br />521 X 62 z <br />S.H. <br />36 <br />54 X 72 <br />5212 X 71 z <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. Ed. 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 />MASONRY HGT. @ 8'4" 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 />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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - ELEV-B <br />C <br />0 <br />c�a <br />a <br />�- <br />a. W <br />®s CQ m >ee <br />U- a <br />0 .� CIA g <br />C-4 <br />d 8 <br />C' <br />ea <br />� v <br />1 <br />ti� •" �i t � � tsr"J}�,� <br />BP�p <br />G•: <br />U. fin Qs <br />CV• <br />tag <br />W <br />••••...•.•••, <br />p [w! <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 />- <br />Residenbal 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />t•^ <br />i 0 <br />C <br />i= <br />o 8 Ed <br />N <br />N <br />W N <br />*� <br />O- <br />° <br />LL <br />VI <br />a <br />J <br />C/)No ' o^ a <br />avLL <br />O <br />� <br />Wo c rn 3:O <br />� co _ O <br />ywq a <br />Y 0 <br />w O <br />a } W <br />me W <br />m <br />O2t-� Q -� m <br />05 J W <br />z' <br />QL) U) I= n - <br />o U ❑ao <br />1 W <br />( <br />N M <br />_ o g <br />N <br />QQ <br />O Q <br />0 <br />t - <br />W <br />V) <br />(D `o <br />V <br />Li.d @ <br />0 <br />u.a o <br />N c <br />T170 .� <br />r- � <br />C3 � <br />r� <br />As <br />< N <br />m <br />� <br />M <br />J <br />� <br />z0 �S <br />w <br />L- <br />6 E <br />Ecu <br />z o <br />N <br />Z z" <br />I- r® <br />- 0 E <br />&a <br />0 <br />¢o <br />U O <br />o <br />�Z <br />L� <br />F% <br />¢o <br />M C <br />U <br />m <br />m� <br />O OF <br />''< w <br />o <br /><o <br />C)Qo <br />z <br />o <br />`;g <br />>° <br />MJa <br />i' <br />zla <br />O0 <br />r_C <br />0 <br />I <br />> M <br />m <br />C <br />L- <br />M <br />CD <br />C) <br />� r <br />Cfl <br />Cr <br />a <br />0 o <br />N <br />_ <br />-17 <br />L0 <br />LO o <br />L0 <br />N <br />Q <br />M N <br />T <br />6 <br />� <br />(D T- <br />M M <br />o <br />Z <br />ca <br />E Q <br />�' <br />cc <br />c <br />d <br />E <br />U <br />c <br />c <br />JOB <br />NO: <br />23-06103 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />