Laserfiche WebLink
O. BATH <br />0 <br />50 <br />BATHROOM 2 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />� <br />VARIES <br />O. BATH <br />ILI <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD o-- <br />24" TOWEL BAR <br />TOWEL BAR <br />w <br />Q <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />TUB OR SHV <br />$ <br />� ON BATHROOM WALL <br />L Y L <br />MEDICINE60 <br />VALVES•el­ <br />CABINET <br />TOILET <br />SOAP <br />PAPER <br />DISH <br />r HOLDER <br />4 <br />OZ OLL Z <br />0 <br />in <br />Cn <br />M m <br />iv <br />LTOU <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />J <br />DOUBLE <br />RODS <br />60 <br />i!1 <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 />30" H UPPER <br />16" FOR LINEN <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />O FINISHED CABINETS <br />COUNTER TOP 30" H BASE50 <br />0 <br />`O <br />00 <br />CABINETS <br />60 <br />4 <br />LL SIN <br />F <br />n <br />fO <br />a 1'-2" <br />O 2x <br />FRAMING & 0 <br />0 <br />17 <br />1/2" GYP iv cn <br />N <br />c? <br />CV <br />BOARD <br />FIN. FLR. <br />FIN. FLR. <br />x <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />1'-8" <br />'I ------ LANAI � <br />1 8-8,FLAT CLG. A.F.F. I <br />9'-8" <br />I I <br />I I <br />I I <br />O I <br />HB I I 6068 SGD I <br />- j <br />L N - -8-8" TI E C1 <br />- L <br />I I I I I <br />I <br />--- { - <br />j <br />- - <br />'-0' - - - - 4-6"- <br />-- 1 <br />_ O U) II <br />W � <br />-0 1- - 0 1 1 T' <br />>♦_ <br />- <br />Z I i i <br />---'t� I <br />Z I <br />-Y -; 05 <br />7 t <br />$' 8" FLAT CL6. I I <br />- I--'T1tl <br />W <br />Ll. <br />Cr <br />PLUMBING LINE - k I I - <br />TO SECOND - 5'-4" TO" �0" <br />FLOOR I - <br />B$ <br />- <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />10'-4" <br />J TYP. @ <br />S6 2-STORY O <br />35 SH <br />AC PAD <br />DINING - <br />8'-8" FLAT CLG. <br />CARPET In <br />N <br />GREAT RM <br />8'-8" FLAT CLG. - <br />CARPET -- <br />(3) 2x4 #2 SPF <br />STUDS W/ (3) <br />16d NAILS AT <br />BASE <br />r !11111:26� <br />1= I I�I 1 1 I I I 11 11 1 <br />1 2 11 1 g I IIg 15 <br />GARAGE <br />- <br />WALL <br />��� <br />FLOOR G.T. <br />EDGE <br />OF SLAB 2" <br />w <br />--QSHEAR <br />B <br />YOND WALL <br />w <br />6.4' <br />4'-5- <br />0 <br />BUILDER TO PROVIDE Q <br />- LU <br />APPLIANCE PROTECTION S4 <br />cc UO <br />C <br />WHEN REQUIRED PER FBCLU S3 <br />m <br />H1 <br />p z W/ USP L <br />TA18 STRAPS <br />a (CENTERED) <br />EACH SIDE OF <br />J <br />U Q WALL TO <br />ABOVE <br />FLOOR TRUSS = <br />16" O.C. <br />S6 <br />} <br />lL� <br />J <br />ClU_ <br />2-STORY <br />• <br />; W GARAGE <br />m <br />8'-8" FLAT CLG. A.F.F. <br />z O <br />19 <br />O <br />LU <br />LL ~� <br />■ <br />N <br />Z�li <br />q--- <br />------------------------------1 <br />LO S3 <br />I <br />I <br />I <br />I <br />TYP. @ <br />- <br />I <br />SINGLE <br />■ <br />FLOOR G.T. <br />STORY <br />j 8"x16" CMU COLUMN <br />j <br />I W/ 6"x12" ABO <br />E <br />K INTERGRATED <br />INTO <br />HB <br />I S4 TYP. @ WALL W/ (2) #5 <br />I VERTICAL- <br />■Ile <br />------ -- <br />16070 OVERHEAD DOOR <br />O <br />in <br />1 � ^ ALT I I <br />AC PAD I I <br />I� JINr <br />J <br />S6 <br />TYP. @ <br />2-STORY <br />4,-4„ <br />-1/2 WALL = A <br />OR RAILING N L <br />PER SPECS <br />FLOOR G.T. <br />-- ---- <br />OA'--r - _TPEN <br />F sV. 4 <br />:2x4#2 SPF': <br />ENTRY <br />8'-8" FLAT CLG <br />AFF <br />■ <br />12"x12" CMU w/ (4) <br />#5 VERTICAL o <br />I <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 />LD <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />LF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET HO 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 />+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 1 <br />S.H. <br />13 <br />20X38J <br />181X371 <br />S.H. <br />14 <br />20X501 <br />182X50 <br />S.H. <br />15 <br />20 X 63 <br />181 X 62 <br />S.H. <br />16 <br />20X72 <br />181X71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 i <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 37 n <br />S.H. <br />1 H4 <br />271 X 508 <br />26 x 50 <br />S.H. <br />1H5 <br />2763 <br />26X621/2 <br />S.H. <br />1 H6 <br />271 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 JX 26 <br />36 ' X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 J <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 1 X 62 1/2 <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 1 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 J <br />S.H. <br />33 <br />54 X 38 <br />52 X 37 <br />S.H. <br />34 <br />54 X 501 <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />521 X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 � 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 />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 -A <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 />Indwelling 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 />Ml507.2 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 flr. 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 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-11/13-13 KRAFT FACED <br />(GARAGE / LIVING) <br />N <br />0 <br />N <br />oD <br />= <br />c� <br />N <br />a <br />G W <br />U <br />.-:E o <br />C3 <br />�' =. M <br />V C-4 <br />G] <br />CS C= <br />N -O 04 t <br />CA Cp <br />-X fV <br />32 W <br />Cu CL 5 c <br />� 3 � <br />is 3 <br />=•°'mod <br />d=o <br />= E <br />o <br />a U <br />0 <br />w <br />\�`%�`\',�� <br />N Q` f� �•`• csa <br />J" <br />< <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />g <br />0 E <br />$ <br />p <br />o <br />ai Co C N_ <br />Co °J> `0 <br />tii <br />riI n r J <br />Z <br />N O � Ci <br />C J L <br />MLLtL a <br />-v a <br />� C: <br />_ <br />o� <br />0 @N� 0 O <br />O <br />W <br />Z <br />u°��0�?°' m w <br />00 N ° a J <br />Z <br />N 03 <br />W <br />❑❑ <br />Z N to <br />z iz <br />z o <br />J <br />d � <br />N <br />N <br />Ch <br />z <br />CD 0 <br />(n lL <br />C ) <br />O-� <br />�J S <br />N <br />c Y <br />r- � <br />IrJ <br />'® <br />J <br />r- - E <br />f0 <br />L <br />I <br />_� <br />m <br />O <br />�0 <br />N 0 <br />so <br />� <br />o <br />J <br />w <br />M <br />M <br />is <br />o `~ <br />Z <br />a <br />a <br />LL <br />c6 E <br />Mo <br />��Qo <br />w� <br />>� <br />�® <br />E: <br />z- <br />CC <br />O E <br />gU <br />a� <br /><a <br />UOU <br />0, <br />wZ <br />N <br />g <br />�� <br />L <br />CI% <br />6 A. <br />z U <br />'0 <br />0z <br />z <br />z <br />� J <br />J <br />Nm <br />ism <br />aw <br />g� <br />t�z <br />3 <br />oa <br />0 <br />go <br />a3 <br />w few <br />O <br />a <br />W <br />T� <br />i <br />mE <br />r <br />z <br />=3 <br />�0 <br />[7 <br />O <br />wa <br />5 <br />;o <br />a� <br />0 <br />0 C:) <br />= <br />�U <br />J <br />O <br />G1 <br />m <br />T <br />c� <br />O <br />T <br />T <br />T <br />I..L <br />�tnT <br />I_V <br />0 <br />N <br />L <br />1 <br />m <br />Lid <br />O <br />O <br />Cfl <br />o <br />LO <br />T <br />Q <br />� <br />�--' <br />N <br />j O <br />CD � <br />0 <br />0 <br />Z <br />z <br />E T <br />to <br />y <br />m <br />c <br />a <br />E <br />U � <br />v «? <br />¢ <br />c <br />� <br />JOB <br />NO: <br />22-09407 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />