Laserfiche WebLink
ME <br />KITCHEN <br />MIRROR <br />0 <br />0 <br />o 80 <br />u o <br />co <br />O. BATH <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />� <br />1 <br />�D <br />10-011-Iff-i- <br />07 <br />.1 <br />KITCHEN <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <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 0- <br />--C <br />w <br />// <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />TOWEL BAR <br />TUB OR SHVI <br />-� <br />ON BATHROOM WALL <br />MEDICINE <br />9 <br />CABINET <br />VALVES <br />TOILET o <br />SOAP <br />PAPER <br />DISH <br />I HOLDER <br />o <br />o <br />v <br />z Ow z <br />��' `t <br />w0 <br />Q Q <br />o <br />O % (V i <br />O <br />c")ETOUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />BATHROOM <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 />O FINISHED CABINETS <br />o COUNTER TOP 30" H BASE o c9 <br />4 CABINETS o e0 80 <br />W <br />u- <br />SIN n <br />O O 2x <br />n}} ? °o FRAMING-----,- <br />1/2" GYP <br />BOARD <br />FIN. FLR. r FIN. FLR. <br />x <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />WIRE SHELF @ <br />+54" A.F.F. <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />DRYER VTE --� <br />HANSON BOX @-� <br />36" A.F.F. <br />EXTERIOR WALL <br />W/ 2x4 WALL z z <br />PAD OUT a <br />U -I <br />Q <br />0U <br />U �U <br />w <br />00 _ > w <br />HB <br />0 <br />ih <br />AC PAD <br />J U I HB <br />35-SH <br />i <br />'NOOK <br />- <br />- <br />- <br />8'-8" FLAT CLG. <br />--_ <br />TILE <br />I ; <br />Lit <br />-'r <br />I <br />^C') <br />..I <br />O <br />Lli <br />o <br />Ell. <br />- <br />IR <br />z <br />-o <br />lOQ- <br />m <br />Iz <br />cq <br />2'-11" <br />- <br />2 21, _ 3'-74 _ <br />_ e,14" <br />L. <br />- ..... <br />llill;"w <br />- <br />LANAI <br />8'-0" FLAT CLG. AFF <br />i7' All <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />24156 FLAT CLG. <br />_ C� 1'-0" TILE <br />U? CV <br />LO <br />- FLOOR G.T. <br />-- - -- ~ REF. - --------------- <br />16 <br />1' <br />-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />O <br />J <br />S6 <br />TYP. @ 2 <br />JL STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />14 5x_71" <br />3 DINING <br />- (3) 2X4 #2 SPF <br />1111 2 STUDS w/ (3) 16d <br />1 GG NAILS @ BASE 8'-8" FLAT CLG. i <br />S3 CARPET <br />0 io <br />3'-3" 42" H 1/2 WALL <br />OR RAILING PER <br />SPECS <br />FLOOR G.T. <br />- - - - - - - - - - - - - - - - - - - - - <br />U (3) 2x4 #2 SPF ■ <br />_ U I O N STUDS w/ (3) 16d <br />°0 NAILS @ BASE <br />1 IU_ <br />W.H. <br />17'-10" <br />1 <br />BUILDER TO 35 <br />EDGE OF SLAB 2" <br />PROVIDE APPLIANCE <br />BEYOND WALL <br />PROTECTION WHEN <br />REQUIRED PER FBG <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. FIELD <br />8'-8" CLG. A.F.F. <br />G.T. VERIFY. <br />- - - - - - - - - - - - - - - - - - <br />8'-0" CLG. A.F.F. <br />- <br />- - - - - - - - - - - - - - - <br />12�0, <br />w w <br />Lu Z ��---=sa�� <br />�_ ° m� ;;__ATTIC I <br />GARAGE <br />0Y U I.-L �J <br />8'-0" CLG. A.F.F. <br />> O ------ <br />TYP. @ SINGLE <br />o <br />STORY <br />A (SEE AA/S3 FOR <br />S3 STEM OPT.) <br />r----------------- <br />I <br />I <br />I <br />--- <br />--------------- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I K <br />I <br />I <br />I <br />I <br />I <br />S4 TYP. @ <br />I <br />GARAGE <br />I <br />I <br />O I <br />16070 OVERHEAD DOOR <br />9'-4" <br />� I <br />I M I <br />1 I <br />� I <br />I O I <br />J,ENTRY <br />0" FLAT CLG. AFF <br />L- - - - - - <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <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 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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />rA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />C�D <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET 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 <br />1 +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 />20X26 <br />182X252 <br />S.H. <br />13 <br />20X383 <br />182X373 <br />S.H. <br />14 <br />20 X 50 5 <br />18 1 X 50 <br />S.H. <br />15 <br />20X63 <br />182X62' <br />S.H. <br />16 <br />20X72 <br />1821X712 <br />S.H. <br />iH2 <br />271/4X26 <br />26X252 <br />S.H. <br />1H3 <br />271/4X383 <br />26x374 <br />S.H. <br />iH4 <br />27 1 X 50 g <br />26 x 50 <br />S.H. <br />iH5 <br />27 1 X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 y X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2' X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 a <br />36 ' X 37 3/4 <br />S.H. <br />24 <br />374X50a <br />361X50 <br />S.H. <br />25 <br />373X 63 <br />36 1 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 1 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />7312 WIDE <br />S.H. <br />32 <br />54 X 26 <br />521 X 25 21 <br />S. H. <br />33 <br />54 X 38 s <br />5212 X 37 4 <br />S.H. <br />34 <br />54 X 50 a <br />52 z X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 1 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 />FIRST FLOOR PLAN - ELEV-A <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 112" 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 />MASONRY HGT. @ 8'-0" A.F.F. <br />mmmmammummmm 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 FLOOR LIVING AREA 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA <br />2073 S.F. <br />GARAGE <br />396 S.F. <br />LANAI <br />104 S.F. <br />ENTRY <br />32 S.F. <br />TOTAL SQ. FT. <br />2605 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />jR-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />1 <br />cy <br />7,% Lu <br />CD <br />C2 <br />a L. <br />C^J � <br />E c <br />a, u Q <br />� <br />3 3 <br />y c <br />c E <br />a v <br />e "its) 6Ei� 6�Jf1z <br />r� !' f �> <br />� ' ,-r is <br />CV <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. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />tr W <br />± <br />Q <br />'T E S N <br />O O N Co V <br />7 <br />O <br />S, tlf <br />to N o u a w <br />a <br />" <br />13t7 <br />z o <br />Z <br />i" <br />r o o So <br />r W <br />om <br />W <br />Z <br />U) J z <br />ap N O O W <br />„�/at^ <br />�p <br />LO Z Q U 2 <br />N M U U) F- <br />F_,,T <br />.Z <br />O U ❑[]❑ <br />W <br />U <br />Z N M <br />o g <br />Q o <br />a <br />M <br />V�I)� <br />z <br />C1 <br />V/ <br />`o <br />L <br />+J <br />cn <br />U^ <br />w g <br />N <br />w <br />(6 <br />F- in <br />U <br />U <br />C�gi'^o <br />�rsss <br />L <br />= Y <br />i 1 <br />C) o m <br />c I <br />• <br />L " o <br />to <br />ti <br />o_ <br />w <br />J <br />Z <br />U_ � <br />m <br />y a <br />z <br />�o <br />>ry <br /><� <br />Q p <br />E= 0 <br />sF <br />z© <br />o a <br />F (6 <br />- <br />¢� <br />w� <br />0 <br />o E <br />a <br />o <br />O4 <br />_ <br />a ow <br />z <br />a� <br />o <br />m O <br />O LL <br />? <br />a� <br />O U <br />m <br />m <br />aZ <br />z <br />Z O <br />ISO <br />o <br />Z <br />LU <br />m <br />,& <br />- <br />J <br />F <br />J <br />� <br />ZI¢ <br />OU � <br />0 <br />>M <br />CID (0 <br />� <br />CT <br />�, <br />r <br />LO <br />~ <br />O <br />m <br />O <br />rn o <br />LO <br />N <br />Q <br />N <br />r <br />T <br />6 <br />w <br />M M <br />o <br />Z <br />m <br />N LO <br />z <br />E <br />c <br />m <br />E <br />U <br />CIO <br />a <br />Q 0 <br />� <br />JOB <br />NO: <br />23-06116 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />III—. "it 11' ItA.. 1, <br />