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I� Yltilll�adl�.ifV.,,d,a):J. ._ <br />c <br />a <br />MIRROR <br />F_ <br />0. BATH <br />LI <br />MIRROR <br />s <br />CM <br />t + <br />I <br />141_L- <br />LJ <br />BATHROOM <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />SHWR. SHWR. <br />C IN HEo- <br />ROD 24" TOWEL BAR TOWEL BAR <br />r <br />l;l <br />0. <br />OBSC <br />- <br />0 <br />00 <br />n <br />0. BATH <br />0 <br />.I • <br />lUll:I <br />L.�I <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />Lu <br />§ <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />r �Bm� <br />TUB OR SHV <br />-9 <br />VALVES•~ <br />MEDICINE <br />CABINET <br />TOILET t4 <br />PAPER `o <br />SOAP <br />DISH <br />I HOLDER <br />} <br />rn <br />°� 0a <br />b > cli <br />c <br />M <br />CTOU <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />Ln <br />VARIES PER <br />FLR. PLAN <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />TYPICAL HEADER HGT. <br />KITCHEN <br />42" H UPPER <br />CABINETS-----,, <br />36" H UPPER <br />CABINETS <br />16" FOR LINEN 30" H UPPER <br />12" FOR PANTRY CABINETS <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />" BRACKET 36" H BASE <br />gp FINISHED:�] CABINETS - <br />COUNTER TOP 30" H BASE <br />4 CABINETS <br />LL <br />R F <br />'4 a0 2x <br />4 Z9 FRAMING <br />ih r0 <br />1/2" GYP <br />r? BOARD - <br />FIN. FLR <br />X SHELVING <br />"ry N rV <br />FIN. FLR.. <br />ISLAND COUNTER CABINET BLOCKING <br />I <br />25'-0" <br />1 <br />1'4"XV-4" "L" <br />SHAPE CMU <br />COLUMN <br />Wil ------ LANAI I■ T <br />8'-8" FLAT CLG. A.F.F. <br />0 10'4" T-0" : <br />4 <br />I I J TYP. @ AC PAD ib fD <br />I I S6 2-STORY O <br />I O I <br />HB I 6068 SGD 1 35 SH <br />I I ALT I <br />AC PAD III <br />4''! FIT ILG. <br />'v <br />iry I TIE <br />f •. <br />DINING <br />8'-8" FLAT CLG. <br />C - - CARPET u� <br />I i I N <br />I _ <br />x -20�8- � -- �- I + I• <br />-- t J <br />ss <br />N -0°I -- 6'' - o TYP. @ <br />- I II i 2-STORY <br />L__LI 1 <br />i <br />� -i-- El 11 GREAT RM <br />- O Q_-�---' 8'-8" FLAT CLG. <br />_T X O 11 CARPET <br />;? I I <br />II M <br />� <br />r <br />II M -L II <br />6' 8"" CLC. s; I <br />- s <br />C --'t- <br />„ it <br />LL -I I <br />PLUMBING LINE X -I I • <br />TO SECOND 5-4 3 0" 8'-4" 2' 4" 4'-4" 0 <br />FLOOR I -I - I 1 L?(3) 2x4 #2 SPF 1/2 WALL = <br />A <br />STUDS W/ (3) OR RAILING In <br />a 1 r16d NAILS AT PER SPECS 04 <br />- o - - -FLOOR G.T. <br />A M M <br />UPI 126�8I I I III 1 1 1 I i_ <br />�c "vll I BF I I I I t <br />D •-$}tL-8" C1Gr -- I I I I I I III I I I 1 0 EN <br />S3 A 116115I h I211 , I8 11Il6 15 I I 1-1-T AV. 4 <br />-----�-� <br />- SHEAR WALL ��� FLOOR G.T. STUD <br />#2 §Pc <br />= E GE OF SLAB 2 <br />w - Z <br />B YOND WALL i_ HT1T1.6'@ <br />F- 6 4. 4'_5„ <br />m o w BUILDER TO PROVIDE Q YE <br />o ■ APPLIANCE PROTECTION S4 _r_ _ 8� LA -Li <br />> O m Z w Hi S3--I'TIL <br />w U - WHEN REQUIRED PER FBCO q <br />■ t <br />p zd W/ USP L TA18 STRAPS <br />Q n (CENTERED) EACH SIDE OF LAI <br />J U Q WALL TO LOOR TRUSS = O <br />S6 J U ABOVE @ 16' O.C. rn <br />C C co <br />TYP. @ LU GARAGE W U_- <br />2-STORY cn m <br />w LL <br />> LU 8'-8" FLAT CLG. A.F.F. Z O rr <br />~W ENTRY <br />b > <br />Q W 8'-8" FLAT CLG <br />zAFF <br />------------------------------- <br />0 � <br />;n S3 I I <br />I I <br />TYP. @ I I - <br />SINGLE I FLOOR G.T. 1-------- <br />-------- <br />j <br />STORY • 8"x16" CMU COLUMN <br />I W/ 6"x12" ABOVE I <br />K INTERGRATED INTO <br />HB I S4 WALL W/ (2) #5 <br />0 I GARAGE VERTICAL- <br />Cl) <br />-1 <br />•----------------------------- �• <br />1'-4° <br />16070 OVERHEAD DOOR <br />O <br />18'-8" <br />is <br />00 <br />12"x12" CMU w/ (4) <br />#5 VERTICAL <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />Q <br />+28.3 / -30.8 <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET HO SEE SN SHEET <br />40 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE 1 <br />+29.7 / -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fln) <br />TYPE <br />12 <br />20 X 26 <br />18 J X 251 <br />S.H. <br />13 <br />20X381 <br />181X37J <br />S.H. <br />14 <br />20X50$ <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 621 <br />S.H. <br />16 <br />20X72 <br />18JX712 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />1H3 <br />27 1/4 X 38 <br />26 x 37 y <br />S.H. <br />1H4 <br />2714 X 508 <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 1 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 � X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 a <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 2 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />361 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52 2 X 37 n <br />S.H. <br />34 <br />54 X 501 <br />52 } 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 />52 1 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 />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 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) -1 314" 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 />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 />Is 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 />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 LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - ELEV-A <br />SCALE: Y"=V-0" <br />9 <br />> CD <br />N <br />O r1_ 0 <br />Q <br />Q U r� <br />LL Q <br />� O <br />C <br />0 C� -- <br />r <br />0 E <br />Q 0 .. <br />U C <br />N <br />W / <br />3 <br />w <br />> "N C.; <br />0) > - <br />U) O C <br /><' <br />(- C) <br />w ` <br />>>2 <br />-; U, <br />_ Q <br />OF E Sz S <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specdicabons contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />O M 8 N t` � <br />N N Q, 2 7R LJL <br />Lu <br />U- C Y <br />U. aw0 <br />Z <br />0 <br />L @ � � O W <br />CN0 mO � <br />Q <br />ZIL <br />Z <br />GoN ° J a <br />LO N M Z N <br />pV c�� 0 <br />W <br />Vl <br />M <br />z <br />CD <br />V <br />� <br />O <br />c <br />® <br />U <br />lIJ J <br />` <br />a <br />SO <br />cM <br />J <br />p <br />o� <br />a <br />� <br />z0 <br />QE <br />l) <br />Wo <br />Z <br />s <br />C,ig <br />gg <br />W" <br />a� � <br />�o <br />m� <br />z� <br />c <br />x <br />of <br />Z� <br />Jb <br />8 <br />v <br />W <br />CO <br />� <br />Li) <br />0 <br />o, <br />c� <br />M <br />:3 <br />� <br />Cr <br />T <br />^ <br />a. <br />m <br />co <br />.Q <br />N <br />O <br />C5 <br />LO <br />T <br />Q <br />N <br />r <br />E <br />r <br />z <br />Z <br />C <br />E <br />y <br />m <br />C <br />a. <br />v _J <br />a o <br />_J <br />JOB <br />NO: <br />22-02353 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />