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0 <br />80 <br />0 <br />00 <br />O <br />rK: <br />O. BATH <br />BATHROOM 2 <br />c <br />cc <br />111 <br />TEMP <br />� <br />OBSC <br />,1 <br />11?; <br />0 <br />O. BATH <br />KITCHEN <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 />MIRROR DOUBLE <br />_T <br />SHWR. SHWR. <br />RODS <br />VARIES <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />CURTAIN HEAD <br />ROD <br />z <br />ng <br />o <br />a <br />TOWEL BAR IN <br />TUB OR SHWR. <br />-� <br />w <br />ON BATHROOM WALLMEDICNE <br />C� <br />o <br />~ <br />x <br />CAB NIET <br />°p <br />I L <br />VALVES <br />_ <br />TOILET n <br />SOAP <br />o <br />PAPER O <br />CJ <br />i HOLDER <br />I?DISH <br />0:I <br />o <br />o <br />v <br />O _z0 2 <br />a <br />LL <br />o <br />11 3�1 <br />FIN. FLR. <br />BATHROOMS SHOWERS AND TUBS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />VARIES PER <br />FLR. PLAN <br />TYPICAL HEADER HGT. <br />l <br />KITCHEN <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />30" H UPPER <br />16" FOR LINEN <br />--,�� <br />CABINETS <br />12" FOR PANTY <br />R <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />O FINISHED CABINETS <br />o COUNTERTOP E 30' H BA <br />b O <br />4 CABINETS <br />p <br />o <br />LL N <br />r <br />n <br />a 1' 2 " <br />O <br />o 2x <br />a <br />T F ? <br />FRAMING.bN o <br />b <br />h <br />Co O <br />1/2" GYP iv M N <br />r <br />iv <br />_ <br />I? <br />BOARD <br />FIN. FLR, <br />FIN. FLR.JA <br />x P.T. <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />25'-0" <br />13 4' 10'-01, <br />1'-4" 1, 74" <br />1'-4"X1'-4" "L' <br />SHAPE CMU <br />COLUMN <br />0 5'-01, 10'-4" <br />CO co AC PAD J <br />OTYP. @ <br />2-STORY S( <br />35 SH <br />ALT <br />T I I AC PAD <br />DINING = <br />©U) 8'-8" FLAT CLG. T <br />u7 CARPET <br />N <br />J - <br />S6 <br />TYP. @ <br />10 2-STORY <br />GREAT RM <br />8'-8" FLAT CLG. <br />CARPET <br />v <br />co <br />m <br />01 4'4' <br />A O 1/2 WALL N OR RAILING <br />PER SPECS <br />FLOOR G.T. <br />M - TO_ABV. - <br />i (3) 24'#2� Sf <br />STU�� �,�I-TL <br />IT <br />_ 1�-Ta 7 0A <br />12"x12" CMU w/ (4) <br />#5 VERTICAL <br />ENTRY <br />8'-8" FLAT CLG <br />AFF <br />r 8'_4ee <br />(3) 2x4 #2 SPF <br />STUDS W/ (3) <br />16d NAILS AT <br />BASS E ® <br />„LANAI ------ <br />8-8 FLAT CLG. A.F.F. <br />9'-8" <br />I I <br />I I <br />I I <br />O6068 SGD ! I HB <br />I <br />I <br />u- <br />W <br />5'-4" <br />J-JI iLG <br />i <br />FLOOR G.T. �SHEAR WALL -- <br />EDGE OF SLAB 2" <br />BEYOND WALL W.H. <br />7-3" 4'-5" 6' 4" <br />Q BUILDER TO PROVIDE <br />S4 APPLIANCE PROTECTION <br />C WHEN REQUIRED PER FBC__ <br />S3 H1 <br />W/ USP LSTA 8 STRAPS V <br />(CENTERED) EACH SIDE <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />D <br />S3 <br />W OF WALL TO FLOOR J <br />o TRUSS ABOVE @ 16" O.C. S6 <br />LJLI <br />2 m ` GARAGE TYP. @ <br />O� 8'-8" FLAT CLG. A.F.F.CID <br />- 2-STOR <br />� <br />J CD <br />- <br />pQUJ <br />Z�� -- <br />--------------------- <br />- A <br />I I S3 <br />I ---- TYP. @ <br />I I <br />FLOOR G.T. I SINGLE <br />- - - - - - It <br />STORY <br />j 8"x16" CMU COLUMN j <br />I W/ 6"x12" ABOVE I - - <br />INTERGRATED INTO K _ HB <br />WALL W/ (2) #5 TYP. @ S4 <br />I VERTICAL GARAGE o <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ <br />1 ... <br />--------------------- <br />16 70 OVERHEAD DOOR <br />O <br />II I -I cl nu I ie All <br />09 <br />M <br />N <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET HO SEE SIN 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 />20 X 26 <br />181 X 25 2 <br />S.H. <br />13 <br />20X38g <br />182X374 <br />S.H. <br />14 <br />20 X 50 $ <br />18 2 <br />15 <br />20X63 <br />18JX62 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />11-12 <br />271/4X26 <br />26X252 <br />S.H. <br />1H3 <br />271/4X388 <br />26x373 <br />S.H. <br />1 H4 <br />27 a X 50 $ <br />26 x 50 <br />S. H. <br />11­15 <br />271X63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />361 X 25 112 <br />S. H. <br />23 <br />37 a X 38 s <br />36 2 X 37 3/4 <br />S. H. <br />24 <br />37 a X 50 a <br />36 2 X 50 <br />S.H. <br />25 <br />37 a X 63 <br />36 2 X 62 1 /2 <br />S.H. <br />26 <br />37 d X 72 <br />361 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 2 X 25 2 <br />S.H. <br />33 <br />54 X 38 $ <br />52 2 X 37 3 <br />S.H. <br />34 <br />54 X 50 $ <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52'X 62 2 <br />S. H. <br />36 <br />54 X 72 <br />52 2 X 71 1 <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 />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 />FIRST FLOOR PLAN - B <br />SCALE: %4"=V-0" <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 />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 JR-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />c� <br />Cti <br />d <br />� ua <br />o <br />� o <br />M <br />C <br />>'- <br />.Cy OG1 X <br />d <br />y <br />E L c <br />y U Q <br />� 3 R <br />c E <br />� <br />o <br />ci u <br />e Ii <br />le <br />4, <br />.. <br />r? F °'v\��`�����\ <br />F a <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />M <br />W <br />a <br />E <br />o8 <br />o c) <br />v <br />Q <br />N 0 <br />N 0,N <br />co <br />j Lo a) n <br />H <br />J) <br />Q <br />C J Z LL w <br />t3 <br />J LLLL 5 a <br />w <br />Z <br />_ <br />m c n <br />ca o O <br />W <br />Y° <br />W <br />w <br />f6N� <br />0 m rn <br />T. <br />LLW <br />_ coJ <br />N z Q <br />�n <br />N <br />O U U O <br />Z <br />W <br />❑ ❑ <br />V M � <br />Z N M <br />0 0 <br />Z <br />¢¢N <br />Z o Q <br />J <br />d <br />N <br />L-J <br />Z v <br />(1) <br />U o <br />M <br />W = <br />U <br />0 <br />V) <br />uJ �o <br />� w <br />uOs <br />U <br />J <br />U o N <br />U) <br />DJ 0 <br />N m <br />®f® <br />� <br />m <br />r- <br />co <br />co <br />IL <br />z <br />C13 <br />J <br />. <br />g <br />a <br />� <br />,,i E <br />0 <br />oo <br />an <br />zQ <br />EWz <br />1 <br />(6 <br />F- <br />- E <br />O <br />N <br />Mo <br />o U <br />as <br />o <br />¢o <br />UO <br />0U <br />o¢ <br />a Z <br />t <br />wo <br />�z <br />�o <br />mo <br />U) � <br />O < <br />0 <br />O K <br />Y Z <br />J <br />rn <br />¢ a <br />¢ <br />Z z <br />O <br />= 3 <br />O <br />2 <br />2 <br />�w <br />0 <br />� <br />oZ <br />Z� <br />=3 <br />7 <br />�o <br />CD <br />O <br />v <br />a= <br />Ali <br />O 3 <br />s O <br />= <br />> Lo <br />O <br />2 <br />CU <br />i <br />(D07 <br />T <br />O <br />Y <br />O <br />r <br />cc3:( <br />/ <br />CD-0 <br />0 N <br />r <br />dam- <br />T <br />E <br />00 <br />o <br />z <br />to <br />z <br />= <br />E <br />E <br />N <br />N <br />ns <br />C <br />d <br />U <br />Q <br />J <br />JOB <br />NO : <br />22-09402 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />.tt <br />' _ ..4 , <br />'� <br />9 1 T <br />r <br />ma' <br />}s � b i <br />,i { <br />