Laserfiche WebLink
9 <br />KITCHEN <br />MIRROR <br />50 b <br />o I� <br />r0 L_J <br />KITCHEN <br />0. BATH BATHROOM 2 <br />INTERIOR DETAILS <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 <br />VARIES <br />L I <br />LJJ <br />MEDICINE <br />CABINET <br />r UZ 02 <br />M C') M M <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD 0- <br />24" TOWEL BAR TOWEL BAR <br />ON WALL ABOVE TUB OR SHN <br />TOILET TOWEL BAR ON BATHROOM WALL <br />o SHWR. a o- <br />00 VALVES <br />TOILET °4 SOAP <br />PAPER ° DISH <br />1 HOLDER 4 <br />NJ TUB <br />a <br />DOUBLE <br />RODS <br />16" FOR LINEN <br />12" FOR PANTRY - <br />SINGLE <br />ROD <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS - <br />30" H UPPER <br />CABINETS - <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />O <br />0 <br />BRACKET 36" H BASE <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />4 <br />CABINETS - <br />I L <br />SIN <br />[a <br />fn <br />a <br />O <br />2x <br />? <br />T <br />FRAMING- <br />1/2" GYP <br />r <br />BOARD <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING <br />AND <br />MOUNTING <br />DETAILS <br />SCALE: 1/4" = 1'-0" <br />1'-4"X1'4' "L" <br />SHAPE CMU <br />COLUMN <br />2 <br />LO <br />N <br />O <br />J <br />S6 <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />S <br />O <br />(M <br />O <br />1'-4"X1'-4" "L" -� <br />SHAPE CMU <br />COLUMN <br />13'-0" <br />12'-0" <br />11'-8" <br />3'4' 8'-3„ <br />LPAD <br />HB <br />O <br />35-SH <br />I <br />LANAI <br />i NOOK <br />8'-0" FLAT CLG. AFF <br />8'-8" FLAT CLG�"- <br />I <br />- <br />TILE 6 <br />12'-4" <br />� <br />I <br />I <br />E O <br />- <br />■ <br />068 SG <br />-- <br />j <br />1 <br />11 <br />+ . <br />I - <br />oJILUEl <br />I <br />Iz <br />Y <br />I �zFAMILY <br />O <br />j <br />- - <br />8'-8" FLAT CLG. <br />I �� <br />I <br />CARPET <br />IL <br />I.. <br />- <br />I <br />_J <br />- - <br />I <br />2,411„ <br />- <br />co <br />' <br />co8'-8" <br />FLAT CLG. 2468 <br />- <br />- <br />TILE 0 iv <br />_ <br />r <br />- <br />FLOOR G.T. <br />LO <br />- - - - - <br />- - - - - - - - - - - - - <br />- - - - - - <br />REF. <br />- <br />N <br />L- - J I €e--- 15 = <br />= <br />5'.71" <br />13 <br />- <br />DINING <br />(3) 2x4 #2 SPF <br />12 - <br />STUDS w/ (3) 16d <br />GG <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET 80 <br />S3 <br />-- _ <br />co <br />TYP <br />10 <br />42" H 112 WALL <br />3,_3„ 4' 24' g <br />OR RAILING PER <br />SPECS <br />8 <br />FLOOR G.T. <br />(3) 2x4 #2 SPF <br />STUDS w/ (3) 16d <br />01 <br />- <br />NAILS @ BASE - <br />a P <br />iv <br />0 <br />ch <br />OJ 1 <br />u <br />- <br />1 2 3 4 5 <br />co <br />P W D R 406 <br />ARCH <br />I <br />GG <br />I <br />_ (3) 2x4 #2 SPF <br />8 -8' FLAT CLG. c�`b <br />14i <br />j •'<p S3 I W. <br />G� <br />STUDS w/ HTT16 <br />Iff AT BASE <br />_ TILE <br />no <br />I J <br />P <br />1 = <br />1= 7 - <br />___ FOYER <br />PE�NK <br />171�LAUN' <br />ia' - <br />Q - D. <br />- 8'-8" FLAT CLG. <br />( ) <br />8'-8" FLAT CLG. I <br />TILE <br />...._ <br />I <br />M, <br />S4 TILE <br />o <br />I I r I I I I I r t 55 1 i i l l i 1 <br />SW <br />H1 <br />- I 6'-4" I <br />6 -74' <br />4.0 7'-24' <br />W.H. - <br />-_ - - <br />17'-10" <br />n N <br />EDGE OF SLAB 2" <br />BUILDER TO <br />- <br />-� <br />* <br />BEYOND WALL <br />D1 PROVIDE APPLIANCE <br />PROTECTION WHEN <br />I 00 <br />NOTE: FINISHED WALLS <br />REQUIRED PER <br />FBC <br />- <br />TO BE FLUSH. FIELD <br />-411t- <br />_-VERIFY.-_-- G-- <br />8'-8"CLG. A.F.F. <br />I <br />J1 <br />- - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - <br />8'-0" CLG. A.F.F. <br />- - <br />J <br />ENTRY <br />------- <br />54" x 2Q'= <br />1ATTIC '�-- <br />° z <br />8'-0" FLAT CLG. AF <br />I 1 <br />d o <br />------ <br />GARAGE <br />�--"� <br />LACCESs-----J <br />U Q <br />O <br />8'-0" CLG. A.F.F. <br />� U <br />>_ <br />LL � <br />00 <br />Fr w <br />o <br />N <br />TYP. @ SINGLE <br />> w <br />1'-4'I <br />4'.4" <br />STORY <br />(SEE AA/S3 FOR <br />STEM OPT_) S3- <br />I <br />I <br />- - - - -- <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />K <br />I <br />I <br />I <br />I <br />I <br />TYP. @ S4 <br />I <br />I � <br />GARAGE <br />I <br />I <br />---------------- <br />16070 OVERHEAD DOOR <br />1'-8" <br />161-0" <br />V-8" <br />19,�„ <br />5'-8„ <br />25'-0" <br />EXTERIOR WALL <br />2x4 WALL <br />PAD OUT <br />HANSON BOX @ <br />36" A.F.F. <br />DRYER VTE <br />�-PLUMBING LINE <br />TO SECOND <br />FLOOR <br />WIRE SHELF @ <br />+54" A. F. F. <br />M X <br />W W <br />w o <br />� z J <br />} 205 <br />Lu >O§ <br />U <br />002 <br />0 <br />o c <br />eo <br />v <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 9 114" <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 />Follow Q/S4. See Plan for <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 />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />(b <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <br />SEE SN SHEETH SEE SN SHEET <br />001 <br />140 MPH AWE" <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' <br />S.H. <br />13 <br />20X383 <br />181X374 <br />S.H. <br />14 <br />20X5059 <br />182X50 <br />S.H. <br />15 <br />20 X 63 <br />18' X 62 2 <br />S.H. <br />16 <br />20 X 72 <br />1812 X 71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 1/4 X 38 s <br />26 x 37 4 <br />S.H. <br />1 H4 <br />27 1 X 50 $ <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1116 <br />274'X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 � X 25 1/2 <br />S.H. <br />23 <br />37 X 38 s <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 8 <br />361 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 1 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 1 <br />S.H. <br />33 <br />54 X 38 s <br />52 1 X 37 a <br />S.H. <br />34 <br />54 X 50 a <br />52 ' X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 z X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 2' X 71 z <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 />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 classi 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 />MASONRY HGT. @ 8'-0" 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 FLOOR LIVING AREA 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S.F. <br />TOTAL SQ. FT. 2605 S.F. <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - B <br />SCALE: Y4"=V-0" <br />Cry <br />o <br />4.w: <br />(� <br />W <br />rL.. C= <br />cm <br />CD <br />sP <br />A V N <br />- o m x <br />" d <br />N C <br />_Roti <br />4f a CV t <br />vs y o m <br />Q r N <br />a� <br />E" <br />aC3 <br />a� <br />sa <br />CD <br />tittlt�iffP®z , <br />�\`��s,�� <br />� W N <br />SRO <br />�SE <br />�• <br />1 <br />" V ,\n <br />_ ix . • _� <br />w <br />t:.t <br />� <br />P <br />� <br />n <br />�,�A <br />To the best <br />of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />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 />W 'CID E <br />N <br />A <br />N <br />��corn <br />H �titi_ <br />NMv. <br />C <br />� LL <br />LL <br />u- <br />_J LL _ 5 <br />- <br />z- _0 <br />2C <br />13 <br />d Y <br />n <br />11L0 <br />j.-EA O <br />o <br />W U5 cj <br />m w <br />, <br />Z 00 <br />IL <br />Z N OU <br />< <br />W <br />❑ El <br />V M r <br />z N G7 <br />o o <br />z <br />z o <br />- <br />a <br />N z <br />`0 <br />Qj U <br />I LL <br />, <br />C6 uu c <br />Uco <br />0 <br />W o <br />N <br />U <br />LU <br />m....,. <br />'- - E <br />MINw <br />N <br />¢ <br />N 0 <br />c <br />w <br />m <br />o <br />Z <br />Q <br />p <br />0 <br />Q <br />w <br />�e <br />❑a <br />Frx <br />f4 r0 <br />x O <br />0,o <br />0 <br />z <br />CV <br />0` <br />wz <br />oo <br />o� <br />a <br />ww <br />¢ a <br />ro <br />ro <br />4aG Z <br />U <br />m <br />Z LL <br />J <br />wo <br />¢w <br />gz <br />cn <br />N <br />a' <br />oa <br />Z <br />ao <br />ao <br />rL <br />NJ <br />o <br />Co <br />w <br />>° <br />a <br />-0 <br />V <br />z a <br />0 <br />c � <br />> ('7 <br />m <br />0 <br />a� <br />Co <br />0 <br />� r <br />r <br />Cr Y <br />r <br />� <br />U) m <br />LCV <br />0 <br />N <br />OC3� <br />.Q <br />C <br />N <br />LO <br />CV <br />Q <br />E <br />N <br />(9 <br />.. <br />o <br />z <br />E Q <br />m <br />c <br />a. <br />U Q p <br />-i <br />JOB NO: 22-08305 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />