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",� . 4�:11:: t � �:� W�..1 1':�YIL�,►�I1�4II��diuVlllW�■1�■1�� � <br />KITCHEN <br />an MIRROR <br />[In'l <br />ICI I <br />� II <br />O. BATH <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />KITCHEN <br />BATHROOM 2 <br />INTERIOR DETAILS <br />SCALE: 1/4" = VI <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />MIRROR DOUBLE <br />/ SHWR. SHWR. <br />/ <br />VARIES / CURTAIN HEAD RODS ROD <br />z <br />24" TOWEL BAR g <br />W ON WALL ABOVE TOWEL BAR IN o <br />TUB OR SHWR. c <br />TOILET TOWEL BAR a <br />ON BATHROOM WALL <br />SHWR. Is (=7 <br />MEDICINE t VALVES = 4 CABINET TOILET `4 SOAP 1 <br />PAPER O b DISH U <br />i HOLDER <br />oZ oZ <br />�$ o in <br />f7 Ma <br />iv M TUB <br />SINGLE <br />ROD <br />78 <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 />BRACKET <br />36 H BASE <br />O <br />FINISHED CABINETS- <br />0 <br />COUNTER TOP 30" H BASE <br />4 <br />t;o <br />CABINETS - <br />C <br />LL <br />^N <br />rn <br />IL <br />n <br />rh <br />0 <br />°9 <br />io <br />2x <br />FRAMING o <br />, <br />1/2" GYP t <br />? <br />BOARD <br />FIN. FIR. <br />FIN. FLI <br />x V. <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 />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 <br />Z w <br />PAD OUT <br />g z <br />U� <br />Q <br />� <br />U <br />y0U <br />�_ <br />U <br />W <br />>Lu <br />U <br />CD <br />�_ <br />ool o <br />1 T <br />�t <br />HB <br />CFI-f)" <br />12'-0" <br />13'-0" <br />8'4 T-9" <br />AC PAD <br />OHB <br />35-SH <br />■ ■ <br />■ ---------------------- <br />j <br />--- C <br />NOOK --- <br />- LANAI <br />-- „ - - <br />8' 8 FLAT CLG. <br />-1 8'-0" FLAT CLG. <br />AFF I <br />o TILE <br />I <br />I <br />1214I <br />O <br />- - ---i <br />a ■ <br />••1•• I 11 <br />I II <br />■ <br />- <br />ICL <br />I I I <br />m <br />O <br />I <br />Y <br />1N <br />F <br />I O <br />55r-- <br />FAMILY <br />, <br />8'-8" FLAT CLG. <br />It <br />CARPET <br />-- <br />I L-- <br />I <br />2-11L7 <br />'v i--+ <br />24 <br />- <br />i - 68 8'-8" FLAT CLG. <br />.., -; <br />_ 04 V-0" TILE <br />11N <br />FLOOR G.T.REF. <br />- --- <br />---------- <br />- <br />5 <br />5'-74' <br />3 <br />(3)2x4#2SPF <br />2 <br />DINING <br />STUDS w/ (3) 16d <br />GG <br />■ <br />1 NAILS @ BASE <br />8'-8" FLAT CLG. <br />S3 <br />CARPET <br />_ <br />0 � <br />4'-24' 3.3 <br />42" H 1/2 WALL <br />OR RAILING PER <br />SPECS <br />FLOOR G.T. <br />10 <br />UP <br />(3) 2X4 #2 SPF <br />■ <br />- <br />010 N <br />STUDS w/ (3) 16d <br />,0 M <br />NAILS @ BASE <br />1 <br />- <br />4068 ARCH <br />PW D R -- <br />-- <br />- <br />GG <br />D. S3 � T � <br />-` <br />8'-8' FLAT CLG. <br />� <br />(3) 2x4 #2SPF <br />�6� <br />I <br />- - I --- <br />I 68 TILE I <br />W/ HTT16 <br />Tp <br />o,-STUDS <br />1 AT BASE ■ <br />- <br />- in <br />LAU N <br />a - <br />_ EON K <br />0- <br />I FOYER <br />- <br />W' 8'-8" FLAT CLG. Q <br />-- - <br />8'-8" FLAT CLG.-' <br />TILE S4 <br />- <br />TILE <br />--- I -� <br />H <br />tt�ttt�t��ttttttttt <br />SW - <br />o - -- - - -+-- -� <br />T-24 4,_01I <br />W.H. <br />6'-7d <br />-- - + 6-41 -- - <br />- <br />1T-10" <br />J 0- <br />--_� --- <br />- <br />BUILDER TO 35 <br />EDGE OF SLAB 2- <br />--- <br />PROVIDE APPLIANCE <br />D1 <br />BEYOND WALL <br />* <br />_ <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. FIELD <br />o <br />8'-8" CLG. A.F.F. <br />G.T. VERIFY. <br />I <br />I <br />~ I <br />- - - - - - - - - - - - - - - - - --- <br />8'-0" CLG. A.F.F. <br />O I <br />_ _ _ _ <br />W ��2i <br />w z =21 ATTIC 1 <br />O =L---- <br />ENTRY <br />'-0" FLAT CLG. AFF <br />m J <br />GARAGE <br />- - - - - - <br />� U f=- <br />�o� 50 <br />8'-0"CLG. A.F.F. <br />TYP. @ SINGLE <br />N <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 />I <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 />I <br />S4 TYP. @ <br />I <br />I GARAGE <br />I---------------- <br />O I <br />16070 OVERHEAD DOOR <br />V-8" <br />16'-0" <br />1'-8" <br />5'-8" <br />19'-4" <br />25'-0" <br />///���''' 1'-4"X1'-4" "IL"/ SHAPE CMU <br />/ COLUMN <br />v7 <br />L6 <br />N <br />O <br />�e <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />LID <br />co <br />O <br />-1'-4"X1'-4" "L„ <br />SHAPE CMU <br />COLUMN <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 91/4" <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 />OA <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 />DE <br />+26.6 / -29.1 <br />OF <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 />184X25# <br />S.H. <br />13 <br />20X38J <br />181X37a <br />S.H. <br />14 <br />20 X 501 <br />18 2'X 50 <br />S.H. <br />15 <br />20X63 <br />18�X62J <br />S.H. <br />16 <br />20X72 <br />182X711 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />111-13 <br />271/4X38g <br />26x37' <br />S.H. <br />1 H4 <br />27 4 X 50 8 <br />26 x 50 <br />S.H. <br />1 H5 <br />2714 X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 251 /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 />37 4 X 50 a <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 621 /2 <br />S.H. <br />26 <br />37 J X 72 <br />36 2 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54X26 <br />52�X25� <br />S.H. <br />33 <br />54 X 38 s <br />521 X 37 1 <br />S.H. <br />34 <br />54 X 50 s <br />52 ' X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2'X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 � X 714 <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 fir. 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. @ 8'4" 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 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 />(GARAGE / LIVING) <br />j R-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - B <br />SCALE: Y4"=1'-0" <br />N <br />N <br />c <br />c+1 d =o <br />> W <br />O c Mc�N <br />co o <br />V1 .a lV t <br />us m o <br />Q N Y <br />a� <br />E s c <br />dc�a <br />w •3 m <br />is d a� a <br />N <br />c <br />� o <br />0 <br />N <br />,� <br />1 ems• ,C <br />6 !Lz <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 />Residental 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 />9) <br />W v E <br />V <br />Q CO 0 N' r <br />M <br />7 0 <br />tnt-r-�� <br />M M y 2s a LL <br />Q C LL <br />u- z W <br />ILA S a <br />J a- <br />_ Lc <br />Z =- 6 2 <br />� � Cq o o <br />W ��pjO' of <br />J <br />IL Z CO M 0 Q <br />ZN G U <br />U ai <br />W ❑ <br />R <br />Z N M <br />Z <br />J <br />a <br />V) z <br />(L) o o <br />LL <br />4-1 cn <br />ra w m <br />jL`_ <br />J <br />O <br />w o <br />V) c <br />�tn <br />r6 <br />v <br />asw 3 <br />t <br />=1� <br />= <br />8 <br />r�In <br />0 <br />0 <br />N O <br />IIIO <br />o <br />CID <br />W <br />o <br />z <br />� <br />EO <br />� <br />w0 <br />oa <br />~ CID <br />- <br />as <br />5. <br />o <br />z <br />O E <br />N <br />o <br />wo <br />ao <br />a <br />¢w <br />T <br />ro <br />z <br />� <br />mo <br />N C <br />- N <br />2 <br />=m <br />Zz <br />Z <br />aw <br />Sa <br />go <br />W <br />fl- <br />a <br />m w <br />o. <br />~� <br />Jz <br />3 <br />o <br />cD <br />w� <br />>_ <br />a <br />ova <br />r1• <br />za <br />>M <br />ui <br />cc <br />0 <br />a� <br />L <br />O co <br />c <br />T <br />xco <br />O <br />C <br />�ca <br />0 N <br />O <br />(0N <br />L0 <br />N <br />Q co o <br />T- <br />ui <br />L LA' M <br />o <br />Z <br />f0 <br />z <br />I to <br />E r- m <br />m <br />c <br />E 4ic <br />U <br />a. <br />Q p <br />JOB <br />NO: 22-09403 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />