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. .. � ,... ❑r Ila! I. r. rl r.. r_. L. a I aa� lmaA1N re a _ ca a?r n aa�raan�nmr>wr,�uParn- I. ra. !I 1 laf'fnlf. Earl rl O of IWr�41a'Aflg. RRllwl AIIHR III 91L111 ::.�.II.I !17. �..jP !. �:f;�: ... I I PR.Fa-.-%.SIR r I I I - I 19 L-11 I. I ILIA -tl 19� <br />I <br />KITCHEN <br />MIRROR <br />0 <br />0 60 <br />0 <br />0 <br />co <br />LLL--l­--LU00 <br />0 <br />O. BATH <br />1 <br />a <br />I� ICINJ <br />ro <br />KITCHEN <br />0 <br />0 <br />Cl) <br />INTERIOR DETAILS <br />SCALE: 1/4" = 1'-0" <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />CABINETS BELOW _- <br />MIRROR <br />VARIES <br />w / <br />MEDICINE <br />CABINET <br />oZ 02 <br />ILL <br />LL <br />O > cV > <br />MC <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD <br />z <br />24" TOWEL BAR <br />TOWEL BAR IN <br />a <br />ON WALL ABOVE <br />TUB OR SHWR. <br />tr <br />TOILET TOWEL BAR <br />- <br />a <br />ON BATHROOM WALL <br />4 <br />SHWR. o <br />00 <br />VALVES <br />_ <br />TOILET <br />SOAP <br />00 <br />PAPER ° <br />DISH <br />U <br />I HOLDER <br />b <br />r" <br />9 <br />N <br />To <br />DOUBLE <br />RODS <br />In <br />SINGLE <br />ROD <br />f'_°7 <br />BATHROOM 2 <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS - <br />16" FOR LINEN 30" H UPPER <br />CABINETS - <br />2" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />o <br />0 <br />BRACKET 36" H BASE <br />FINISHED CABINETS- <br />COUNTERTOP 30" H BASE <br />4 <br />60 <br />CABINETS - <br />LL <br />SIN <br />a <br />1 ,_2„ <br />2x <br />n <br />(O <br />00 <br /><D <br />FRAMINGN o <br />' ? <br />1/2" GYP04 <br />BOARD <br />0 <br />N <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" = T-0" <br />0 <br />WIRE SHELF @ --� <br />+54" A.F.F. <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />HANSON BOX @�"� <br />36" A.F.F. <br />EXTERIOR WALL <br />W/ 2x4 WALL <br />z w <br />PAD OUT <br />0 z <br />U -I <br />Q <br />O� <br />�U <br />U <br />T <br />UU WJ <br />00 <br />> W fl <br />r <br />0 <br />ih <br />B <br />7Ri'_n" <br />12'-0" <br />13'-0" <br />8'-3" 3'-9" <br />1 V-8" <br />1'-4" <br />AC PAD <br />OHB <br />35-SH <br />-- <br />-N00IK <br />LANAI <br />_ <br />-8'-8'` FLAT CLG. --I-- -- <br />-_ 8'-0" FLAT CLG. <br />I <br />AFF I <br />- <br />TILE <br />- <br />I <br />- <br />1 -�-- <br />-- 12'-4" <br />I <br />- O6068 <br />SOD <br />_ I <br />_ <br />I <br />� I I <br />� <br />Lu- <br />(�D0 0 <br />z <br />z El <br />�'F- <br />bN <br />FAMILY <br />- <br />= <br />_- <br />I--- <br />F 1 <br />8 8 FLAT CLG. <br />E <br />I Ip I <br />CARPET <br />4" <br />I <br />- <br />- <br />- <br />__ <br />2468 8'-8" FLAT CLG. <br />`"' <br />1'-0" TI LE <br />- <br />rn I N <br />- <br />FLOOR G.T.JL <br />_L _ <br />REF. - --- <br />6 <br />--------------- <br />-- <br />---- N <br />5 I <br />5'-74' <br />3 <br />(3) 2x4 #2 SPF <br />2 <br />DINING <br />STUDS w/ (3) 16d <br />GG <br />- <br />1 NAILS @ BASE <br />8'-8" FLAT CLG. <br />S3 80 <br />0 co <br />CARPET <br />4'-2a' 3' 3" <br />42" H 1/2 WALL <br />OR RAILING PER <br />-- <br />SPECS <br />FLOOR G.T. <br />-- <br />0 <br />U <br />(3) 2x4 #2 SPF <br />it <br />IO N <br />STUDS w/ (3) 16d <br />OJ M <br />NAILS @ BASE <br />4068 ARCH <br />PW D R <br />GG <br />_ <br />- <br />+ D. S3 �`b I <br />�'�6c9 8'-8" FLAT CLG. I <br />(3) 2x4 #2 SPF <br />- <br />STUDS w/ HTT16 <br />_ <br />00 <br />j I <br />o 1 AT BASE <br />LALIN <br />T <br />PE��NK <br />FOYER <br />W. <br />8'-8" FLAT CLG. - Q <br />( ° ) <br />8,4' FLAT CLG. j <br />- <br />I TILE S4 <br />TILE <br />H1 <br />SW <br />- <br />-- <br />7.24" 4 0 <br />6'-7 <br />I <br />1 6'-4' -.. <br />- <br />-- <br />1T-10" <br />10 <br />r <br />BUILDER TO 35 <br />EDGE OF SLAB 2" <br />N <br />PROVIDE APPLIANCE D1 <br />BEYOND WALL <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />oo <br />_ <br />TO BE FLUSH. FIELD <br />-_ <br />o <br />I <br />8'-8"CLG. A.F.F. <br />G.T. VERIFY_---, <br />-- <br />I <br />--^--_ <br />-- <br />I <br />O <br />I <br />I <br />------ - --- <br />8-0' CLG. A.F.F. <br />- - - - - - - - - - - - - <br />WW <br />JENTRY <br />LU z o f - _ _ _ --c2 1 <br />' <br />'-0" FLAT CLG. AFF <br />� � m� ATTIC I <br />U 'LESS <br />GARAGE <br />------ <br />14 <br />I=-L, �_____ J <br />LuO <br />8'-0" CLG. A.F.F. <br />� 00 <br />TYP. @ SINGLE o <br />STORY <br />A (SEE AA/S3 FOR <br />S3 STEM OPT.) <br />4' 4" <br />1'-4" <br />r- - - - - - - - - - - - - - - - - - <br />I <br />i <br />1 <br />---------------- <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 />I <br />I GARAGE <br />I <br />I <br />� I <br />-------------------------------- <br />- - 16070 OVERHEAD DOOR <br />16-0" <br />V-8" <br />5'-8" <br />19'-4" <br />25'-0" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />0 <br />TYP. @ 2 <br />STORY. SEE <br />JJIS6 @ <br />STEMWALL <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />I <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 />DA <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 />CE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <br />SEE SIN SHEET O SEE SIN SHEET <br />'I40 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 />18�X252 <br />S.H. <br />13 <br />20 X 38 3 <br />18 1 X 37' <br />S.H. <br />14 <br />20 X 50 8 <br />181 X 50 <br />S.H. <br />15 <br />20X63 <br />18�X622 <br />S.N. <br />16 <br />20X72 <br />182'X711 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />1H3 <br />271/4X388 <br />26x37 <br />S.H. <br />1 H4 <br />27 4 X 50 g <br />26 x 50 <br />S.H. <br />1 N5 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J4 X 38 a <br />36 � X 37 3/4 <br />S.H. <br />24 <br />374X508 <br />362X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 2 X 621 /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 2 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 251 <br />S.H. <br />33 <br />54 X 38 $ <br />52 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 />52 2' X 62 z <br />S.H. <br />36 <br />54 X 72 <br />52 2' X 71 2 <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 1-318" 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 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 />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 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 />j R-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - A <br />SCALE: Y4"=V-0" <br />tV <br />CV <br />0 <br />Cer <br />d� <br />C...i O <br />O-g C= <br />s= m c� cti <br />I N � <br />W CIA <br />In I= 16 <br />ai <br />= d c <br />nC 3 cc <br />eo d ar si <br />CL <br />r= <br />0 <br />0 <br />[.i rq <br />r C <br />U' <br />b <br />.� <br />a'"trII s1"�.ab°� <br />Orel r0 <br />s <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 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 />Engineer's signature and seal. <br />0, <br />W E <br />0 <br />a o <br />� N o <br />0 16 00 N N <br />Lo N O C R n <br />ik <br />J' <br />Lmd! <br />JC Lu <br />CU LL a <br />d13zM C <br />Eg <br />Yrz <br />:0. 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