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4" Ti T-3" <br />KITCHEN - <br />K EXTERIOR UNITS <br />REINFORCE WALL <br />WIRE SHELF @ 36° A.F.F. <br />FOR POSSIBLE <br />GRAB BAR PER <br />KITCHEN SHOWER ADA REQ. v O <br />0 0 0 o o ® REINFORCE WALL@ ~ <br />1T TO 1T A.F.F. <br />FOR POSSIBLE <br />WASHER DRYER WALL HUNG ? <br />(OPTIONAL) (OPTIONAL) BENCH SEAT o O <br />rPERADAREQ. F- <br />LAUNDRY <br />f NQ _-v)) - F_� I <br />EXTERIOR HOMES <br />SHOWER OPTION BATH 2 <br />M BACKING y <br />Mgt ADA REQUIREMENTS - <br />BATH <br />14'-0" 13'1 <br />1. T-8" 10'4" 1 V-8" <br />3 <br />D-1 <br />EGRESS <br />Q <br />OWNER'S <br />SUITE <br />9'-4" FLAT CLG. <br />CARPET <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />VERIFY <br />■ <br />11 11in" <br />I:o <br />0. BATH <br />9'4' FLAT <br />CLG. <br />TILE 06 <br />WIC <br />'-4" FLAT CL( <br />CARPET <br />z,-r", 2' <br />LO <br />06 <br />CV <br />60"x36" I <br />HW . ANTIL <br />\ <br />TA. F.F. R&S <br />5-SH <br />REF 2068 BF <br />I <br />K1co <br />9'-5' I co <br />W <br />I <br />Q1 LF <br />CHEN <br />�IFLAT CLG. STUDS 42" HIGH <br />TILE 12" O.C.1 1 KNEEWALL <br />SINKw/ G I IDIYS3 ---� <br />D/W I <br />"T- - - -I- Q A L-- <br />-� I I <br />rlriiiiiliiliii ILilirliliiiriii <br />I O <br />V668 <br />�' H4 O " <br />f7r_ i Irn B I <br />1 t <br />IN <br />LTH 2 <br />4 � <br />1.• <br />BUILDERTILE <br />TO �r <br />APPLIANCE <br />-�' <br />PROTECTION <br />Is 4 <br />WHEN <br />REQUIRED <br />PER FBC <br />7'-04" _ _ _ 4' <br />I , _22vX3 I <br />��ATTICHA - 1 <br />1 L_&_CtE S,J <br />fl <br />10 <br />1-CAR GARAGE <br />9'-4" FLAT CLG. AFF <br />CONCRETE <br />EDGE OF SLAB 2� <br />BEYOND WALL <br />-----------------, <br />I I <br />I I <br />I I <br />I I <br />I I I <br />I I <br />I I <br />I K Id <br />I S4 I <br />I I I <br />I I I <br />-----------r---------- <br />I <br />L <br />NAI <br />9'-4" <br />CLG, AFF <br />CO <br />CRETE <br />2'-0" <br />8080 <br />I <br />.G.D. <br />OI <br />F <br />I <br />©I I00 <br />N <br />A <br />S3 <br />LI ING <br />ROOM <br />9'-4" LAT CLG. <br />CARPET <br />1 <br />3'-6' <br />FOYER! © T <br />9'-4" FLAT CLG. 9,-4„ A <br />TILE I CRBT <br />I <br />`Ssy <br />I <br />DINING <br />9'-4' FLAT CLG. <br />CARPET O <br />_p 9'-114' <br />Q <br />S4 I S3 S3 <br />8 <br />4 T-O" <br />(3) 2x4 #2 SPF w/ L <br />w/ 3/4" ANCHOR B <br />I (10) 16d NAILS <br />II <br />TS20B <br />DILT & <br />M <br />;- FLEX ROOM <br />co <br />ui <br />`n I I 9'-4" FLAT CLG. <br />II CARPET <br />II <br />O <br />W <br />2868 > 4' <br />II <br />4„ 3' 4" 7-34 <br />CV <br />-------------- <br />qr i HANSON BOX <br />b 1 @ 36" A. F.F.LL <br />r -- <br />I �1 " <br />_ DB <br />26 8LL <br />- <br />(° BF 1 w R&S <br />1� 0)r----- - U <br />� 1 06 106 <br />2668 1 <br />BF <br />i8 <br />DRYER VENT <br />THRU ROOF <br />G.T. <br />f <br />BEDROOM 2 <br />9'4" FLAT CLG. <br />CARPET <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD - <br />VERIFY <br />(2) 25 SH <br />2T-0" <br />no <br />A <br />S3 <br />I <br />_o <br />00 <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H 1 (2) - 2X6 #2 SYP W/ 112" <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 (2) - 1 314" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <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 />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />0 <br />SEE SN SHEET O 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 />H7 (2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />General Notes <br />(2) - 1 3/4" X 7 1/4" <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />H8 LVL 2.0E Fb=2950 <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R302.5.1 through R302.5.3. <br />RAG FLITCH PLATE Bearing Wall Call Out When <br />Straps are Required <br />R302.5.1 Opening Protection <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />the garage and residence shall be equipped with solid wood doors <br />REQUIRED STUDS <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />LO <br />" <br />WINDOW SCHEDULE <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />R.O. CMU R.O. FRAME <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />SIZE (Flange) (Fin) TYPE <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 />12 20 x 26 18 4 x 25 i S.H. <br />nonmetallic class 0 or classl duct board, or other approved <br />0 <br />13 20 X 38 J 18 ' X 37 1 S.H. <br />material and shall not have openings into the garage. <br />14 20 X 50 J 18 4 X 50 S.H. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />15 20 x 63 18 2 X 62 4 S.H. <br />shall be protected as required by section R302.11, Item 4. <br />16 20 X 72 18 4X 71 4 S.H. <br />R302.6 Dwelling/Garage Fire Separation. <br />1 H2 271/4 x 26 26 X 25 J S.H. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />1 Fi3 271/4 X 381 26 x 371 S.H. <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 />1 H4 27X 50 26 x 50 S.H. <br />garage walls that are perpendicular to the adjacent dwelling unit <br />11-15 27aX63 26X621/2 S.H. <br />wall: <br />O <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />rn 1 H6 27 J X 72 26 X 71 1/2 S.H. <br />equivalent applied to garage side. <br />22 37 'X 26 36 J X 25 1/2 S.H. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />r O 23 37 JX 38 8 36 JX 37 3/4 S.H. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />T <br />than 1/2" G Bd. orequivalent. <br />Gyp. <br />24 37; X 50 R 36 J X 50 S.H. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bid. or equivalent applied <br />25 37 J X 63 36 J X 62 1/2 S.H. <br />to the interior side of exterior walls that are within this area. <br />26 37 JX 72 36 17 X 71 1/2 S.H. <br />R312.2.1 Window Sills <br />DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. <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 />F_ <br />32 54 X 26reater <br />521 X 25 S.H.S•H- <br />than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />33 54 X 38 J 52 J X 37 i S.H. <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 />34 54 X 5011 52 J X 50 S.H. <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 />0 <br />35 54 X 63 52 -1 X 62 S.H. <br />with window fall prevention devices that comply with ASTM F2090. <br />0 36 54 X 72 52 X 71 S.H. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />7 F- 39X59 40 X 59 N/A S.H. <br />DOUBLE 39X59 79 X 59 NIA S.H. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />v 00 <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 />9'-4" TOP OF MASONRY WALL <br />10'-8" TOP OF MASONRY WALL <br />1 T-0" TOP OF MASONRY WALL <br />40 <br />M <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />UNIT 1500 - FLOOR PLAN <br />SCALE: %4'=1'-0" <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />LIVING AREA 1517 S.F. <br />GARAGE 260 S.F. <br />LANAI 104 S.F. <br />ENTRY 20 S.F. <br />TOTAL SQ. FT. 1901 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11ti3 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 R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />A G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />> <br />o p <br />N � <br />M <br />U <br />(V <br />. m X <br />CL <br />t� 'z3 C3 L <br />Q c (N `C <br />coo M <br />< <br />10 M <br />N U N .S2 <br />r J <br />y (1) a_-0 <br />SLS to •.O O <br />L -0 <br />,f OU, <br />ali9§$FIliltciii <br />��aa <br />ew <br />;`G o <br />.°if ttyy0. Wq <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 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 />to <br />W �E <br />M <br />g00 4 <br />0 <br />0 _00 m 04 co <br />3� W N � 4 <br />N �r-t­ :R 18 <br />04 rri V # t� <br />Qj M <br />`q J -11 LL �- W <br />a <br />U ul - <br />a �a o <br />o <br />W 02, o <br />W c' °' on J <br />Z mZ a <br />IL <br />N <br />Z O U U O <br />W 00 <br />Z N o <br />o <br />z 0 6 <br />Q <br />J - <br />U) <br />N z <br />0 <br />0 Q) 0 l2 <br />1 <br />,ITfVC w C <br />U <br />0 L-U o <br />N .) <br />N•s <br />C6 r- <br />U <br />J <br />8 <br />sl . <br />=/� y <br />zlf. <br />V O y <br />Q <br />0 <br />em <br />o <br />w <br />M <br />M <br />z <br />z <br />J <br />Q <br />z o <br />u, O <br />z <br />� <br />Q N <br />Z <br />od <br />!iO <br />U <br />00 <br />z0. <br />O E <br />N � <br />d <br />qoi <br />o <br />0 <br />a <br />�W <br />W. <br />L <br />_ C <br />=y <br />wm <br />o <br />O <br />z z <br />z <br />N <br />¢w <br />[n <br />v <br />Q 3 <br />109 <br />° <br />W <br />3 <br />¢o <br />Z <br />w a <br />X F <br />>° <br />IIIIIIIII� <br />� <br />`M <br />a� <br />0 <br />`N <br />L <br />> LO <br />CCIO <br />O <br />O <br />IL.f7 <br />o <br />00 <br />co <br />Q <br />Cn <br />"1 <br />4 <br />60 <br />OM <br />0 <br />N <br />�• <br />E <br />) cli <br />0 <br />[ <br />L <br />Cfl <br />6 <br />_` T <br />1 <br />Lo <br />J <br />T <br />o <br />M <br />0) <br />Z <br />Z <br />m <br />E <br />E <br />c <br />a <br />U � Q p <br />JOB <br />NO : 22-03338-03333 <br />SCALE : AS NOTED <br />SHEET NO. <br />3 <br />