Laserfiche WebLink
4" T-3" T-3" <br />6-10" <br />i\ <br />� \ <br />i <br />i <br />L� 3,_3,' 3 �� <br />WIRE SHELF <br />0 0 0 ® = <br />WASHER DRYER <br />(OPTIONAL) (OPTIONAL) <br />LAUNDRY <br />EXTERIOR HOMES <br />SHOWER OPTION BATH 2 <br />Li <br />T-9" 2'-6" <br />KITCHEN - <br />K EXTERIOR UNITS <br />REINFORCE WALL <br />@ 36" A.F.F. <br />FOR POSSIBLE <br />GRAB BAR PER <br />KITCHEN <br />SHOWER <br />ADA REQ. -� <br />REINFORCE WALL @ <br />1T T019" AF.F. <br />FOR POSSIBLE <br />WALL HUNG <br />BENCH SEAT <br />PER ADA REQ. <br />M BACKING y <br />MB2 ADA REQUIREMENTS - <br />BATH <br />C 2 <br />b o <br />r H <br />v� <br />-o <br />2T-O" <br />W <br />■ ■ <br />■ <br />----------- <br />EGRESS <br />■ <br />© <br />I <br />I <br />I <br />i <br />L NAI <br />o <br />■ <br />9'-4" CLG. AFF <br />I <br />00 <br />60 <br />CO CRETE <br />i <br />I <br />OWNER'S <br />2'-0" <br />SUITE <br />8080 .G•° <br />I <br />9'-4" FLAT CLG. <br />Q <br />CARPET <br />O I <br />■ <br />iv <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />t <br />3 <br />VERIFY <br />© <br />U) <br />FP-1 <br />rn <br />N <br />12'-114" <br />2868 <br />■ <br />T-O" 5'-114' <br />I <br />A <br />2868 - 2868 <br />L I i N G <br />S3 <br />°° <br />iv <br />} <br />0 <br />ROOM <br />I <br />� <br />9'-4" LAT CLG. <br />� <br />io ICIARPET <br />z I <br />O. BATH i <br />I <br />o <br />(D <br />9'-4" FLAT I <br />W <br />o <br />CLG. I <br />TILE � <br />I <br />o <br />I <br />i WIC <br />I N <br />T-0" <br />'4" FLAT CLG <br />CARPET <br />- <br />M I <br />c7 <br />A <br />a <br />to <br />I <br />1' -8" <br />I <br />3'-6" a�, <br />5-4-2._5 <br />I <br />N <br />_ <br />' <br />I <br />to <br />_ <br />60"x36" I <br />d HW . AN <br />I <br />_ <br />M TIL <br />iv I <br />T A.F.F. R&S <br />3" <br />3'-6° I <br />5-SH <br />30, <br />FOYER © TN <br />Of <br />-- ----- <br />9-4 ip.F F. <br />Cl) <br />REF 2068 BF <br />TILE <br />CRET <br />_ <br />sr, i <br />K 1 <br />5 <br />mossy <br />9'-5" <br />M <br />M <br />uWJ <br />0 <br />ALKITCHEN <br />II <br />9'-4" FLAT CLG. STUDS I 42" HIGH <br />TILE 12" O.0 <br />D I KNEEWALL <br />DINING <br />N <br />S3 SINKW/ �, I <br />DISPOSAL I <br />9'-4' FLAT CLG. <br />l <br />r - - - S3 i <br />"' <br />CARPET <br />A <br />O <br />= <br />�I D/W - - <br />-0" 9'-114' <br />N <br />L - - -J <br />I I I I I 1 1 <br />1 1 1 1 r l l 1 b6l L l l l r l l l r I l l l l <br />G <br />r <br />5-SH <br />H4 <br />iv <br />Q S3 <br />83 ■ <br />o <br />o <br />ILE/SH <br />ER 0 668 B , <br />_ <br />f <br />00 <br />2 -8e <br />R' n d I! <br />F. <br />BATH 2 <br />�\ <br />9'-4" FLAT CLG. <br />(3068 <br />TILE <br />BUILDER TO <br />PROVIDE <br />APPLIANCE PROTECTION1'9 <br />O <br />WHEN <br />REQUIRED <br />PER FBC <br />-, (3) 2x4 #2 SPF w/ <br />S20B <br />w/ 3/4" ANCHOR B <br />DLT & <br />(10) 16d NAILS <br />■ <br />0u) <br />FLEX ROOM = <br />U) <br />9'-4" FLAT CLG. <br />cr <br />GO <br />CARPET <br />w <br />N <br />■ <br />7-04„ 4,-0„ 2868 >4' 4„ 34" T-341 <br />I zo <br />ATTIC I iv <br />10 L-A'CC�E6SU-------- --- ■ A <br />1-CAR GARAGE <br />9'-4" FLAT CLG. AFF <br />CONCRETE <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />r- - - - - - - - - - - -- <br />I I <br />I K I~ <br />I I I <br />I I I <br />L42"z7m <br />GARAGE OR <br />■ <br />v HANSON BOX = S3 <br />o I @ 36" A.F.F. r <br />� IILL <br />iv <br />DBL. I <br />c' 2668 Cc <br />CO BF I cn R&S <br />LU <br />Ca I � <br />I I <br />I 2668 1 <br />BF <br />i8 <br />DRYER VENT <br />THRU ROOF <br />- G.T. - - <br />■ <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 O <br />EGRESS <br />8'-0" L 8'-0" <br />1 <br />'v <br />N <br />0 <br />U) <br />N <br />11 <br />oO <br />UNIT <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H 1 (2) - 2X6 #2 SYP W/ 1 /2" <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 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 />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />Follow Q/S4. See Plan for <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 />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 />18 4 X 25 # <br />S.H. <br />13 <br />20 X 381 <br />18 4 X 37 1 <br />S.H. <br />14 <br />20 X 501 <br />184 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />184X71 J <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 1 X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J4 X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 1 X 63 <br />36 J 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 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 4 <br />S.H. <br />33 <br />54 X 381 <br />52 � X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />524 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 />1500 - FLOOR PLAN <br />SCALE:'/4'=1'-0" <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 />OE <br />+26,6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <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 />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 />9'-4" TOP OF MASONRY WALL <br />10'-8" TOP OF MASONRY WALL <br />1 V-0" TOP OF MASONRY WALL <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 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-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 �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 />O <br />D N <br />N <br />'] X <br />J- cl <br />cv <br />t� <br />Cr3 <br />Q <br />v <br />t' t O O <br />L- <br />7; 0 U <br />IV <br />Y? <br />•.rtii <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 <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />v EE <br />IF')8 <br />V0 <br />G <br />O <br />N <br />5�00 <br />v) <br />a <br />ai <br />�� LL w <br />co LL LL <br />a <br />Lu13 <br />- � <br />o <br />_M <br />W <br />p <br />�2NO'm w <br />Z <br />IL <br />-Ln M Z Q J <br />Z <br />N <br />O UOU <br />'s' W <br />❑ ❑ <br />0 <br />(D�� <br />Z N M <br />a <br />z <br />Q <br />J - <br />U) <br />N <br />z <br />� <br />� o <br />4N <br />'Pt+ <br />U <br />0 <br />�N <br />C o <br />r <br />N06 <br />c <br />Q <br />�0 <br />4m <br />o <br />c <br />w <br />Cl) <br />o3 <br />Z <br />z <br />LL- <br />aE <br />0 <br />=o <br />os <br />>� <br />ao <br />Z® <br />ECID <br />Z <br />o <br />o <br />N <br />�4 <br />W z <br />0� <br />� <br />w z <br />U <br />�m <br />Z <br />zcn <br />v <br />Qw <br />zz <br />zp <br />Q <br />N <br />O ¢ <br />V <br />Wa <br />oz <br />Jz <br />3 <br />o <br />wa <br />'O <br />a <br />VC.0 <br />za <br />o3 <br />0 <br />ACV <br />>U) <br />co <br />ui <br />vi <br />O <br />O <br />0 <br />LO <br />M <br />T <br />L r <br />00 <br />O <br />� <br />� O <br />¢i <br />M <br />� <br />r <br />Cr <br />OO <br />00 <br />60 <br />U ° <br />in <br />Q <br />O <br />N <br />CD <br />F- <br />CNI <br />:F-� <br />»� <br />-Q <br />(y) <br />o <br />N <br />co <br />O <br />[� <br />1O <br />Cfl <br />_�+ <br />� <br />T <br />� <br />u , <br />r <br />o <br />m <br />:3M00 <br />z <br />EICU <br />E <br />ai <br />d <br />U -J <br />Q 0 1 <br />-J <br />JOB NO: 22-03332-03327 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3 <br />