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60 <br />KITCHEN <br />MIRROR <br />0 <br />e0 0 <br />o <br />M 1/ 11L <br />KITCHEN <br />O. BATH BATHROOM 2 <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <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 jr- <br />MIRROR <br />VARIES <br />> / <br />MEDICINE <br />CABINET <br />Y <br />002 0OLL <br />M M <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD <br />z <br />24" TOWEL BAR <br />TOWEL BAR IN <br />g <br />ON WALL ABOVE <br />TUB OR SHWR. <br />10� <br />TOILET TOWEL BAR <br />- <br />a. <br />ON BATHROOM WALL <br />1-- <br />o <br />SHWR. • <br />0 <br />60 ! <br />VALVES <br />_ <br />TOILET <br />SOAP <br />a0 <br />I� PAPER ° <br />DISH <br />U <br />HOLDER <br />o <br />o <br />0 <br />v <br />TUB <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <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 />o <br />0 <br />BRACKET 36" H BASE <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />c� <br />oo <br />CABINETS <br />h <br />LL <br />SIN <br />O <br />2x <br />-, <br />h17 <br />!? <br />FRAMING o <br />1/2" GYP u <br />�? <br />BOARD <br />gi fIN, FLR, r- <br />FIN. FLI <br />x <br />O <br />CV <br />o 00 <br />q CO <br />9 <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING <br />AND <br />MOUNTING <br />DETAILS_ <br />SCALE: 1/4" = V-0" <br />60 <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />Ln <br />N <br />0 <br />M <br />MFIA <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />a <br />oo <br />10 <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />13'-0" <br />12-0" <br />1'4" <br />1 V-8" <br />T-9" 8'-3" <br />AC PAD <br />HB <br />35-SH <br />- - - - - - - - <br />- - - - - - - - - - - - - <br />�I <br />I ■ <br />j <br />I <br />I <br />LANAI <br />NOOK <br />- <br />8'-0 FLAT CLG. AFF <br />8' 8" FLAT CLG= <br />- - <br />----j <br />I <br />TILE <br />I <br />- <br />I <br />12'4" <br />-- <br />; 7- <br />O <br />6068 SGD <br />I <br />' <br />- <br />j <br />_- <br />�C;1 <br />- <br />I Eli0 <br />dRI <br />- <br />31 <br />FAMILY <br />' - CIO <br />-� <br />I <br />8'-8" FLAT CLG. <br />I �I " <br />I <br />- <br />_ <br />CARPET <br />I pl <br />I <br />- <br />I - <br />- - 2' (11 " <br />H <br />8'-8" FLAT CLG. 2468 <br />- <br />TILE <br />- <br />FLOOR G.T. <br />� <br />_------- <br />_ _ _ <br />- <br />(V <br />- <br />I - 15 <br />-- <br />---- <br />- <br />6_71" <br />13 <br />DINING <br />#Z <br />SPF <br />12 <br />STUD 16d <br />STUDS w/(3)GG <br />■ <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET o0 S3 <br />-- <br />10 <br />42" H 112 WALL <br />T-T, 4'-24' 9 <br />.- <br />OR RAILING PER <br />- <br />SPECS <br />8 <br />FLOOR G.T_ <br />_ <br />(3) 2x4 #2 SPF <br />6 <br />- <br />STUDS w/ (3) 16d <br />0I <br />NAILS @ BASE _ <br />p <br />- <br />N O <br />co O <br />I <br />"1 <br />2 3 4 5 <br />- <br />P W D R I 406 <br />ARCH <br />GG <br />(3) 2x4 #2 SPF <br />8'-8" FLAT CLG. <br />S3 W <br />1 <br />- <br />STUDS w/ HTT161 <br />_ TILE <br />' <br />AT BASE <br />P i <br />-- <br />== FOYER -- <br />-PE NK- LAUN <br />8'-8" FLAT CLG. <br />I <br />Q -8'-8" FLAT CLG. D. <br />S4 <br />TILE <br />TILE <br />I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 <br />H1 <br />f <br />6'-4' <br />6'-74" <br />4,-0 7,_24„ <br />- <br />- <br />W.H. <br />_ <br />__ <br />1 T-10" <br />T iv <br />EDGE OF SLAB 2" <br />BUILDER TO <br />PROVIDE APPLIANCE <br />-� - <br />I-itBEYOND WALL <br />D1 <br />PROTECTION WHEN <br />t o <br />- NOTE: FINISHED WALLS <br />REQUIRED PER FBC <br />M <br />TO BE FLUSH. FIELD <br />--- <br />1 <br />.. <br />G.T. <br />8'-8"CLG.A.F.F. <br />--VERIFY.- -- <br />1 O 1 <br />V-0" CLG. A.F.F. <br />J <br />ENTRY I <br />x24���--� <br />O Z <br />8'-0" FLAT CLG. AFFr <br />154 <br />1ATTIC -�,� I <br />Q a <br />------ <br />GARAGE <br />LACE£3-----J <br />(, J <br />U <br />O- <br />8'-0" CLG. A.F.F. <br />�} cr <br />00 <br />w <br />LAN TYP. @ SINGLE <br />> w <br />V-4" 4'4" <br />STORY <br />A <br />(SEE AA/S3 FOR <br />TEM - <br />S-) S3-- <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 />I <br />I <br />I <br />I <br />I <br />TYP. @ S4 <br />I <br />I � <br />-------------- <br />GARAGE <br />1 <br />I <br />16070 OVERHEAD DOOR <br />16-0" <br />19'-4" <br />5'-$" <br />25'-0" <br />EXTERIOR WALL <br />W/ 2x4 WALL <br />PAD OUT <br />HANSON BOX @ <br />/ 36" A.F.F. <br />DRYER VTE <br />/�-PLUMBING LINE <br />TO SECOND <br />FLOOR <br />---WIRE SHELF @ <br />+54" A.F.F. <br />U <br />60 = <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />® <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />© <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET �H SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />+29.7 / -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />184X252 <br />S.H. <br />13 <br />20X383 <br />182X374 <br />S.H. <br />14 <br />20X50g <br />18�X50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />11-13 <br />271/4X38$ <br />26x373 <br />S.H. <br />1 H4 <br />27 4 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 Ja X 26 <br />36 1 X 25 1/2 <br />S.H, <br />23 <br />37 J X 38 a <br />36 J X 37 3/4 <br />S. H. <br />24 <br />374X505 <br />362X50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 z X 62 1/2 <br />S.H. <br />26 <br />374X72 <br />36 X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 2 <br />S.H. <br />33 <br />54 X 38 a <br />52 ' X 37 a <br />S.H. <br />34 <br />54 X 50 a <br />52 ' X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2'X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />52 z 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. 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 CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x4 <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-B <br />SCALE: Y4'=V-0" <br />C= <br />C <br />to <br />� u-L <br />a <br />�..D <br />c5 <br />N ccCIQ <br />Zi <br />Lam+ <br />- o <br />a � <br />�f <br />�,��'�11191lIBtd//y+j <br />W ll <br />*a` <br />q° s <br />0� <br />F" I- <br />p�OFE5S:0�` <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 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 />Engineer's <br />signature and seal. <br />Agil H v E <br />C Cr .81 <br />V o n <br />N <br />0 -7 L7 0i N N <br />N <br />���� <br />d/i ch V LL <br />W <br />Cis U.0: <br />Z N ti a J) <br />CL <br />fL z�4� o <br />W°' °' 0 <br />m <br />Z LO MZ a J <br />IL <br />< 0� 0 <br />Z N OU < � <br />W 00 <br />Z N M <br />o g <br />z C <br />z o <br />W V) z <br />0 <br />f6 C) <br />U R <br />OC) L.0 <br />Ly N <br />�N w <br />I- In <br />(� <br />c <br />wJ <br />- t s <br />i <br />U o 91 <br />¢ <br />• <br />N <br />C.0 <br />w <br />M <br />M <br />N ¢ <br />0o <br />z <br />Q <br />s <br />1- <br />F p <br />_ <br />0� <br />O <br />wz <br />Qo <br />?© <br />tcu� <br />o Cl <br />E <br />o <br />a0 <br />W.L <br />o° <br />°� <br />O @ <br />CV <br />¢z <br />Woo <br />wz <br />�Lq <br />ra <br />CY <br />_ <br />4 <br />Z <br />U <br />N <br />m� <br />o <br />oLL <br />Z <br />J <br />m <br />¢ ' <br />Q W <br />VJ <br />N <br />opMEN <br />1z <br />no <br />n <br />W <br />� � <br />FT <br />o <br />`? <br />= I- <br />° <br />o <br />'^ <br />zl< <br />a <br />0 3 <br />c C)0 <br />co <br />O <br />0 <br />o <br />�' <br />T <br />O <br />C) <br />co <br />0" <br />m <br />L 0 <br />Nt <br />o <br />O <br />r-- <br />00 <br />0 <br />0 .S� 0 <br />LO <br />N <br />Q <br />E <br />c M N <br />m <br />Z <br />O y r <br />E Ir- <br />z <br />M <br />E m <br />0 cc <br />JOB <br />NO: 22-12359 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />IT- F 1 - I '. � I :. I � � �: Il i ', I it r.: ll: Y -. �Ilii il9a; III r,'iiiilri l'.�.� .�i._� .-.:_. I_i- .. i I I -T- -T1._ TTI -. 7 T - � <br />