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M <br />0 <br />CV <br />0 <br />KITCHEN <br />KITCHEN <br />0 <br />60 <br />0. BATH BATHROOM 2 <br />INTERIOR DETAILS_ <br />SCALE: 1/4" = V-0" <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />VARIES, 2" LESS THAN 42" H UPPER <br />CABINETS BELOW CABINETS <br />36" H UPPER�4- <br />MIRROR CABINETS <br />SHWR. SHWR. DOUBLE 30" H UPPER <br />CURTAIN HEAD RODS 16" FOR LINEN CABINETS <br />VARIES ROD 12" FOR PANTRY <br />z OVERHANGS THAT <br />24" TOWEL BAR g SINGLE EXCEED 12" MAY <br />TOWEL BAR IN Q. ROD REQUIRE A SUPPORT <br />w ON WALL ABOVE TUB OR SHWR. <br />/ TOILET w BRACKET 36" H BASE <br />j TOWEL BAR F FINISHED CABINETS <br />ON BATHROOM WALL = ❑ COUNTER TOP <br />MEDICINE b I SHWR. ® O o 30" H BASE o <br />CABINET 0° VALVES = o m CABINETS o b <br />TOILET `Q SOAP L- Jew f` <br />PAPER `O DISH <br />} y i HOLDER 4 v rn to (L 1-2" <br />aF ¢F o n o O 2x <br />0 zQ `9 FRAMING Q oo n 0 <br />7 0 <br />o iv o LTOUB <br />1/2" GYPCO N ? BOARD <br />FIN. FLR. FIN. FLR. FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING x ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = 1'-0" <br />WIRE SHELF @ —� <br />+54" A.F.F. <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />DRYER VTE <br />HANSON BOX <br />36" A.F.F. / <br />EXTERIOR WALL) <br />W/ 2x4 WALL z w <br />PAD OUT 0 z <br />U -t <br />UUQ <br />O LL <br />U �U <br />00 W <br />00 > w <br />C� <br />G <br />U <br />o~ <br />00 2 <br />B <br />1ikiffaw <br />12'-0" <br />13'-0" <br />V-3" 3'-9" <br />11'-8" <br />AC PAD <br />OHB <br />35-SH <br />■ ■ <br />■ <br />■ <br />- NOOK <br />■ LANAI <br />I <br />I <br />I <br />a 8'-8" FLAT CLG. <br />8'-0" FLAT CLG. <br />AFF <br />o TILE <br />I <br />" 12'-4" I <br />O6068 <br />■ ■ <br />■ <br />M <br />■ <br />I <br />A II <br />006 <br />If <br />■ <br />Q I w U) o <br />I� z 3 i <br />z a I <br />- <br />F- <br />-- ; <br />FAMILY <br />� I <br />8'-8" FLAT CLG. <br />■ <br />( Ip I <br />•I•• I I <br />CARPET <br />2'-iT' 2`r2"6 3'-74„_ 141 <br />1TCHE - <br />2468 8'-8" FLAT CLG. <br />`Q <br />_ N 1'-0" TILE <br />04 <br />LO <br />FLOOR G.T. <br />- - - - - - - - <br />- --- ~ REF. <br />- - - - - - - - - - <br />- - - - - - <br />6- '° - - - - - -- <br />�oC <br />N <br />5 NI-j <br />5'-74' <br />3 <br />(3) 2x4 #2 SPF <br />2 <br />DINING <br />� <br />STUDS w/ (3) 16d <br />NAILS @ BASE <br />1 >3'- <br />8'-8" FLAT CLG. <br />oo <br />CARPET <br />0 <br />TYF <br />4'-24 <br />42" H 1/2 WALL <br />OR RAILING PER <br />SPECS <br />FLOOR G.T. <br />- - <br />iU <br />UP <br />(3) 2x4 #2 SPF <br />■ <br />O iv <br />STUDS w/ (3) 16d <br />, J �'' <br />NAILS @ BASE <br />1 d <br />it I I <br />4068 ARCH <br />D R <br />GG <br />1- V V <br />S3 6 <br />8'-8" FLAT CLG. <br />- (3) 2x4 #2 SPF <br />TILE <br />STUDS w/ HTT16 <br />ai <br />PE NK TP <br />AT BASE ■ <br />FOYER <br />LAU N Q <br />W. <br />( 8 8 FLAT CLG. <br />° <br />8'-8" FLAT CLG. <br />TILE S4 <br />TILE <br />rrr`rr�r��rrr rrrrrir <br />7'_�4" 4,-0„ <br />W.H. <br />6-74 <br />r <br />r <br />17'-10" <br />BUILDER TO 35 <br />10 <br />EDGE OF SLAB 2" <br />r <br />"t <br />PROVIDE APPLIANCE <br />BEYOND WALL ■ <br />_ \ l_ <br />PROTECTION WHEN D1 <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />000 <br />TO BE FLUSH. FIELD-W <br />8'-8"CLG. A.F.F. <br />G.T. VERIFY_----- <br />I <br />_---_—_ <br />t ------------------ <br />------------- <br />I <br />8'-0" CLG. A.F.F. <br />I <br />wZ <br />oL---`��� <br />ATTIC <br />JENTRY <br />I <br />-0" FLAT CLG. AFF <br />L- mL----'� <br />GARAGE <br />--- <br />U <br />ui <br />OJ <br />8'-0" CLG. A.F.F. <br />>� <br />> > 00 <br />TYP. @ SINGLE N <br />STORY <br />A (SEE AA/S3 FOR <br />S3 STEM OPT.) <br />4'4" 1'4" <br />r------------------ <br />I <br />I <br />I <br />--------------t <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />I K <br />I <br />I <br />I <br />I <br />I <br />S4 TYP. @ <br />I GARAGE <br />I <br />-------------------------------- <br />I <br />O I <br />16070 OVERHEAD DOOR <br />1'-8" <br />16-0" <br />1'-8" <br />5'-8" <br />19'4" <br />25'-0" <br />1'-4"X1'-4" "L" <br />`SHAPE CMU <br />/ COLUMN <br />h� <br />O <br />r0 <br />My <br />TYP. @ 2 <br />STORY.SEE <br />JJ/S6 @ <br />STEMWALL <br />-1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 />rA <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 />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GG <br />SEE SN SHEET H SEE SN SHEET <br />140 MPH biiiiii <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 />184X25# <br />S.H. <br />13 <br />20X388 <br />1821X374 <br />S.H. <br />14 <br />20X50g <br />182'X50 <br />S.H. <br />15 <br />20 X 63 <br />18 21 X 62' <br />S.H. <br />16 <br />20X72 <br />182X71' <br />S.H. <br />1H2 <br />271/4X26 <br />26X25� <br />S.H. <br />1 H3 <br />27 1/4 X 38 8 <br />26 x 37 1 <br />S.H. <br />1 H4 <br />2714 X 50' <br />26 x 50 <br />S.H. <br />1H5 <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 J X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 8 <br />36 � X 37 3/4 <br />S.H. <br />24 <br />37JX50a <br />364X50 <br />S.H. <br />25 <br />37 j X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37 a X 72 <br />36 2' X 71 1/2 <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 25 4 <br />S.H. <br />33 <br />54 X 38 8 <br />52 2' X 37 a <br />S.H. <br />34 <br />54 X 50 a <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 1 X 62 <br />S.H. <br />36 <br />54 X 72 <br />5212 X 71 <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 />FIRST FLOOR PLAN — ELEV-13 <br />CV12 e <br />N <br />O <br />N <br />ap <br />� <br />C2 <br />Z _d <br />3 <br />r-L . W <br />C <br />o <br />a, ca <br />Q <br />E <br />L) <br />cM <br />O <br />N <br />0 <br />t is <br />r <br />��11• O, <br />4 <br />, <br />r .k <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. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />�E <br />H <br />Q <br />SN <br />o M 8 N <br />aN: <br />N N <br />o <br />�mvI? LL <br />to <br />a a <br />Q <br />a 4 lj <br />fi� <br />z <br />•� O <br />'z <br />Lyv o ❑ <br />_ o IW O <br />co CP <br />w <br />�.�3-�4d. <br />Z <br />IL <br />ci <br />N M Z 0 O H <br />4� <br />Z <br />0 d ❑❑❑ <br />z n to <br />0 <br />z � � <br />a_ <br />N <br />N <br />M <br />z 'O <br />0 <br />LL <br />Cn <br />� <br />U <br />0 <br />Ln <br />w o <br />y <br />�N <br />in <br />U <br />✓f: 'xF <br />1— '--� <br />W 8 <br />I <br />I <br />U ' <br />8' <br />tml <br />14 <br />o <br />M <br />M <br />J <br />J� <br />N ¢ <br />O SY <br />Z <br />Z <br />¢ <br />LL <br />C <br />K <br />z❑ <br />M° <br />Zry <br />C. <br />o <br />U <br />za <br />tf° r6 <br />CIL <br />�g <br />00 <br />� <br />�¢oz <br />X¢ <br />Z <br />°? h- <br />Wz <br />8 <br />wz <br />X, <br />i <br />2 <br />m 0 <br />Z <br />z <br />m J <br />° <br />mW <br />° ° <br />¢ <br />.z <br />3 <br />Sp <br />5° <br />w <br />W <br />m <br />0 <br />JW <br />00 <br />_o <br />w� <br />>° <br />a= <br />`t <br />0 <br />° 3 <br />❑C:) <br />` <br />> C'7 <br />J <br />12 <br />12 <br />c� <br />L <br />co L0 <br />N <br />N <br />o <br />Q <br />0 <br />N <br />U) m <br />N <br />�- <br />♦-+ <br />O <br />Ln <br />U- <br />co N <br />m <br />N <br />N <br />r <br />Q <br />M 00 <br />E <br />E <br />c <br />M <br />Z <br />Z <br />❑ <br />E N <br />v; <br />E <br />a <br />U <br />Q 0 <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />