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0 <br />M <br />o 60 <br />CV <br />A. <br />0� O <br />o q DW <br />M M <br />KITCHEN <br />MIRROR <br />0 00 <br />O. BATH <br />KITCHEN <br />0 <br />0 <br />M <br />INTERIOR DETAILS_ <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />I <br />MIRROR <br />l SHWR. SHWR. <br />VARIES CURTAIN HEAD <br />ROD p <br />24" TOWEL BAR TOWEL BAR IN <br />w ON WALL ABOVE TUB OR SHWR. <br />TOILET TOWEL BAR <br />� ON BATHROOM WALL <br />MEDICINE i00 i VALVES e O <br />CABINET <br />TOILET <br />PAPER <br />° <br />O <br />SOF <br />DIS <br />I HOLDER <br />- <br />in <br />O <br />O <br />L a <br />u- <br />4 <br />M <br />O <br />M M <br />M M <br />N <br />T U B <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />Is <br />BATHROOM <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />30" H UPPER <br />16" FOR LINEN <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGSTHAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />c BRACKET 36" H BASE <br />U FINISHED CABINETS <br />0 COUNTER TOP 30" H BASE <br />o `O <br />60 <br />4 CABINETS <br />oo <br />- <br />oo <br />UL SIN <br />r <br />O <br />2x <br />}t}l in <br />80 FRAMING- <br />1/2" GYP N `o u <br />I? <br />BOARD <br />FIN. F R. <br />FIN. FLR. <br />SHELVING <br />x <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = 1'-0" <br />AC PAD <br />1. <br />I. 3'-9" <br />HB <br />I <br />I �I <br />-NOOK <br />`-"" <br />8'-8" FLAT CLG. <br />- <br />o <br />TILE <br />I <br />TM <br />..I.. <br />y <br />_ <br />II <br />i <br />a <br />O <br />Z <br />� <br />� <br />o <br />I <br />I <br />r1N <br />O <br />_ <br />Iz <br />a <br />I <br />��-11- <br />U5 <br />11'-8" <br />LANAI <br />8'-0" FLAT CLG. AFF <br />12'-4" <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />1'-4" <br />fn <br />LJ <br />N <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />� <br />=1 I <br />0 <br />N <br />CV <br />60 <br />4 <br />KCITCFfj� F- <br />J <br />_ 8'-8" FLAT CLG. <br />1'-0" TILE <br />TYP. @ 2 <br />F�. <br />FLOOR G.T. STORY. SEE <br />- -R-JJ/S6@ <br />--F,STEM WALL <br />N <br />STUD w/ (3) DINING <br />■ 2 STUDS w/ (3) 16d <br />1 GG NAILS @ BASE 8'-8" FLAT CLG. Im <br />- <br />S3 OP CARPET <br />TYF0 zo <br />Ip 4'41" 3'-3" 42" H 1/2 WALL = <br />OR RAILING PER <br />o L0 <br />M --- - SPECS --FLOOR G.T.------- <br />■ _ - <br />I— <br />I� (3) 2x4 #2 SPF ■ <br />U IOU TNAILS@BASE <br />STUDS w/ (3) 16d <br />,J <br />H1 <br />SW <br />EXTERIOR WALL <br />J <br />3, <br />7'-24 <br />4'-0" <br />1 <br />6'-74 <br />W/ 2x4 WALL <br />Z w <br />PAD OUT <br />a <br />W'H' <br />1T-10" <br />1C <br />Q <br />J <br />U <br />BUILDER TO <br />EDGE OF SLAB 2" <br />- <br />PROVIDE APPLIANCE D <br />BEYOND WALL <br />} 0� <br />PROTECTION WHEN <br />J <br />U <br />Y- 1,- <br />U <br />- <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />00 <br />0w <br />- <br />TO BE FLUSH. FIELD <br />0o <br />2: <br />> w <br />------ 8'-8"CLG. A.F.F. <br />t <br />G.T. VERIFY_------ <br />.. <br />< <br />8'-0" CLG. A.F.F. <br />— — — — — — — — — — — — — — — <br />0 <br />w w <br />o <br />0 <br />W Z Jr---_�� <br />00 <br />= <br />0 m� :' <br />GARAGE <br />o �L_-__ATTIC <br />� Jui <br />> �: <br />J W <br />TYP. @ SINGLE o <br />STORY <br />q (SEE AA/S3 FOR <br />S3 STEM OPT.) <br />cor <br />- - - - - - - - - - - - - - - - - --- <br />--------------- <br />I <br />I <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 />S4 TYP. @ <br />q <br />HB <br />I GARAGE <br />I <br />I <br />I <br />O I <br />rJ <br />--------------------- <br />16070 OVERHEAD DOOR <br />16'-0" <br />101 All <br />00 I <br />ID <br />I Cl) I <br />I <br />� I <br />I � I <br />ENTRY <br />-0" FLAT CLG. AFF <br />L------n <br />1'-4"X1'4" "L" <br />[\- SHAPE CMU <br />4'-4" 11'4" COLUMN <br />I <br />fP <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W1 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 />H$ <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 />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 />O <br />+26.6 / -33.5 <br />Cab <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 />20 X 26 <br />18' X 25' <br />S.H. <br />13 <br />20X388 <br />18 X374 <br />S.H. <br />14 <br />20 X 50 8 <br />18 1 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 1 X 62' <br />S.H. <br />16 <br />20X72 <br />182X71 <br />S.H. <br />1H2 <br />271/4X26 <br />26X2521 <br />S.H. <br />11-13 <br />271/4X381 <br />26x373 <br />S.H. <br />1 H4 <br />27,1 X 50' <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 a X 26 <br />36 ' X 25 1/2 <br />S.H. <br />23 <br />37 a X 38 a <br />36 z X 37 3/4 <br />S.H. <br />24 <br />37 3 X 50' <br />36 1 X 50 <br />S.H. <br />25 <br />37 a X 63 <br />361 X 62 1/2 <br />S.H. <br />26 <br />37 n X 72 <br />36 z X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />731 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2'X 25 2 <br />S.H. <br />33 <br />54 X 38 3 <br />521 X 37 a <br />S.H. <br />34 <br />54 X 50 8 <br />5212 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 1 X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />521 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-A <br />Cn <br />N <br />o <br />N <br />- <br />efl <br />-n C'm <br />ZZ <br />Cu <br />rx v • � <br />cs as <br />N S .SR <br />E <br />�o <br />aC <br />a$b��l�a'�� <br />zv�o At <br />VE' <br />s• <br />'yr 44,.' 1 �� <br />�• <br />i�•i e.s6 S yv <br />w <br />�\fit <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 <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />a <br />W <br />C E S N <br />o 0o p r <br />0 N CJ N m <br />J 3f <br />M <br />cn�r� w w <br />H <br />M v 33 w a a <br />row cn Z <br />Z <br />ro�v o 0 0 <br />N <br />a' <br />W <br />W <br />Z <br />LLZ <br />j Co CV c0 m C <br />02 m rn Q m <br />(1)J 1 Z <br />o w <br />N < � <br />z <br />OU I <br />�) W <br />N M <br />0 <br />N <br />z � � <br />n <br />� <br />r I <br />U') <br />M <br />4-" <br />cn <br />LU <br />Q m <br />U <br />0 <br />Cn <br />w c <br />c <br />ti06 <br />('6 <br />r v> <br />U c <br />.., <br />o <br />I <br />aj <br />U o y <br />Q <br />• <br />N <br />�� <br />o <br />Jz <br />w <br />m <br />M <br />M <br />J <br />w <br />O <br />z <br />Z <br />Q <br />� <br />U— <br />Z O <br />.- <br />> ry <br />Zo <br />� 0 <br />I <br />" <br />@ <br />O <br />o <br />a <br />Q <br />00 <br />0 <br />0 <br />N <br />w o <br />0 <br />¢o <br />�< <br />O U <br />m2 <br />o° <br />Z <br />m <br />N m <br />¢� <br />G W <br />zo <br />o <br />W <br />o <br />w <br />� <br />a <br />z <br />o <br />w <br /><< <br />zF <br />;o <br />V <br />OU <br />zIa <br />¢ <br />� <br />.o <br />> M <br />J <br />rn <br />m <br />0 <br />N <br />N <br />co <br />r <br />r <br />CD <br />o'er <br />T <br />Q <br />U <br />(n Y <br />N <br />CaT <br />U') <br />4-0 <br />..L <br />O <br />N <br />-0 <br />o' N <br />Ln <br />� <br />Q <br />� <br />aJ <br />T <br />co CM <br />o <br />M <br />N <br />Z <br />Z <br />c <br />E T <br />E <br />N <br />ra <br />c <br />a <br />0 <br />yO <br />Q o <br />� <br />JOB <br />NO: <br />23-06108 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />I <br />rrF--- - _ r I 11 - rIi r <br />