Laserfiche WebLink
1' 'V'"TI " 11 11 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MI� <br />H (n <br />¢w <br />MEDICINE <br />CABINET <br />Y <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET <br />TOILET <br />PAPER <br />I HOLDER <br />CV <br />KITCHEN <br />MIRROR <br />I=l1 <br />0 <br />50 <br />KITCHEN <br />O. BATH BATHROOM 2 <br />INTERIOR DETAILS. <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />TOWEL BAR <br />ON BATHROOM WALL <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD o-- <br />TOWEL BAR IN <br />TUB OR SHWR. <br />I SHWR <br />VALVES ®•- <br />� 4 <br />'v <br />M <br />O <br />TUB <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />i <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 MAY <br />BRACKET <br />� 36" H BASE <br />FINISHED CABINETS - <br />COUNTER TOP 30" H BASE <br />4 CABINETS - <br />80 <br />LL "v <br />IL 1,_2" <br />n 2x <br />� � FRAMING -;!� 4 <br />1/2" GYP N M <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 />CV <br />ao <br />W <br />6 <br />N <br />O <br />�IA <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />00 <br />T <br />1'-4"X1'-4" "L" J <br />SHAPE CMU <br />COLUMN <br />Kzwil1➢ <br />13'-0" <br />12'-0" <br />1' 4" 1 V-8" <br />T-9" 8'_3" <br />AC PAD <br />HB O <br />35-SH <br />- - - - - - - - - - - - - - - - - - - - - - <br />* <br />■ <br />LANAI - <br />O NOOK 1 <br />8'-0" FLAT CLG. AFF <br />,- <br />- -- - 8'-8" FLAT 6LG. ` <br />I - <br />TILE 0 <br />12'-4" " <br />I <br />■is 74_ <br />' <br />I <br />II I <br />II 1 <br />I' <br />El I�_ <br />YN <br />r <br />� <br />Y <br />I O El <br />1z <br />I <br />-- <br />- FAMILY <br />I C �� <br />1 -- , <br />■ 8'-8" FLAT CLG. <br />A <br />it <br />CARPET <br />I pl <br />3„ <br />_ 2'-h 1" <br />i <br />- <br />Cl) <br />8'-8" FLAT CLG. - 246 <br />_ <br />- <br />iV <br />TILE ' 0, N <br />- FLOOR G.T. <br />--------------- --- <br />_ _ _ <br />-REF ~ - <br />- - - - - - <br />- <br />16 <br />N <br />1 <br />I m--- 15 <br />- <br />5'-74" <br />_. <br />13 <br />- DINING <br />(3) 2x4 #2 SPF <br />12 <br />_ <br />STUDS w/ (3) 16d <br />GG <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET <br />eo S3 <br />Co TYP <br />10 <br />42" H 1/2 WALL <br />3, 3., 4'_ <br />" g <br />OR RAILING PER <br />SPECS <br />8 <br />- <br />FLOOR G.T.-------- ------ <br />- - --- <br />7 <br />(3) 2x4 #2 SPF <br />6 <br />■ STUDS w/ (3) 16d <br />U <br />NAILS @ BASE <br />p <br />o <br />iv <br />( <br />�1 <br />- <br />2 3 4 5 <br />I PW D R I 4 ARCH <br />I <br />j i <br />GG <br />-- <br />- (3) 2x4 #2 SPF 8'-8" FLAT CLG. <br />rL� <br />S3 W <br />- STUDS w/ HTT16 - _ TILE <br />Iff AT BASE P <br />-1 <br />FOYER I PE K <br />"' LAU N la <br />- <br />° <br />Q D. <br />8'-8" FLAT CLG. <br />8'-8" FLAT CLG. <br />TILE <br />S4 TILEit <br />- <br />1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />I <br />i <br />� <br />_ 6,-4„ 6-7j" <br />4'-0 7-2i" <br />r 0" <br />17'-10" <br />C N EDGE OF SLAB 2" 35 BUILDER TO <br />BEYOND WALL <br />D1 PROVIDE APPLIANCE <br />- <br />PROTECTION WHEN <br />I 00 - NOTE: FINISHED WALLS <br />REQUIRED PER FBC <br />-_ <br />M - TO BE FLUSH. FIELD <br />VERIFY. G.T. 8'-8" CLG. A.F.F. <br />_- -_-_ ------------- <br />I <br />8'-0" CLG. A.F.F. <br />J <br />LU <br />ENTRY1 <br />o Z <br />a <br />8'4' FLAT CLG. AFF <br />i5�1 X ,----- Q <br />------ GARAGE <br />(ATTIC _=� o6 <br />8'-0" CLG. A.F.F. <br />L'°�gcr <br />11-4" <br />00 LU w <br />04 TYP. @ SINGLE j I j <br />4'4" <br />STORY <br />A <br />(SEE AA/S3 FOR <br />STEM OPT.) S3 <br />r--------------- ----------------- <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />K <br />I <br />I <br />I <br />I <br />I <br />TYP. @ S4 <br />I <br />I O <br />GARAGEtn <br />I <br />I <br />16070 OVERHEAD DOOR <br />V-8" <br />16-0" <br />19'-4" <br />5'-8" <br />25'-0" <br />EXTERIOR WALL <br />W/ 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 />IX ir <br />w w <br />w <br />o <br />J <br />205 <br />to <br />HUH � <br />U <br />'-J <br />3: °�� <br />50 S <br />c _ <br />B <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 /><@>(2) <br />- 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 71/4" <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 />0 <br />+28.3 / -37.0 <br />+26,/ -29.1 <br />+26.6 / -33.5 <br />J16 <br />;SSEE <br />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 />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 />18JX25J <br />S.H. <br />13 <br />20X388 <br />182'X371 <br />S.H. <br />14 <br />20 X 501 <br />18 1 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 J <br />S.H. <br />16 <br />20 X 72 <br />1812 X 714 <br />S.H. <br />1142 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />1 H3 <br />27 1/4 X 38 8 <br />26 x 371 <br />S.H. <br />1144 <br />274' X 508 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 1 X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 8 X 38 8 <br />36 } 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 8 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 1 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 � <br />S.H. <br />33 <br />54 X 38 8 <br />52 1 X 37 1 <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 1 X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 711 <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 />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. Ed. 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 />M 1507.2 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. @ 8'4- 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 <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 />(GARAGE / LIVING) <br />jR-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - ELEV-A <br />No <br />o Ln <br />N m W <br />w Q r- O <br />O _o aociLL-N <br />m <br />v ac <br />d <br />LU y 'Cc C <br />�. N C t <br />Q N C�� <br />nV. <br />: W Y <br />W <br />w a= <br />Ewa <br />1° W d a <br />0 <br />>` cu o c <br />� 9= <br />V) CL <br />1O o <br />a w <br />w <br />wN <br />�R0 <br />r <br />F <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />0 <br />W E <br />11-o co 8 <br />0 „0 Z. <br />�NNQ <br />» LL <br />Q C -.1 LL W <br />U. <br />u_ a <br />_ 4 <br />11 13 <br />CO . . <br />J <br />Z - NZ ¢ k <br />ILW <br />Z N OU w <br />W 1313 <br />0 R <br />Z N MpQ� <br />J <br />a <br />z <br />8 <br />■ <br />a) c9 <br />fn lL <br />0w$ <br />Ln me C,4 <br />r=- in <br />U <br />w <br />' <br />jo, <br />U <br />c <br />• <br />� <br />o <br />ffi <br />z0 <br />z <br />-a <br />E <br />- <br />R <br />�• <br />O <br />E� <br />N <br />O <br />UU <br />- <br />o<no <br />oz <br />ffz <br />z <br />N 16 <br />t <br />< <br />z <br />C <br />C <br />=mo <br />Y <br />FF <br />Zz <br />z <br />a```3i 3 <br />8 <br />5 <br />WU <br />a <br />� <br />LL <br />a mw <br />nio <br />z <br />1G <br />W <br />>� <br />I0 <br />CD <br />pp <br />YIQ <br />a= <br />U <br />O <br />> ce) <br />O <br />d <br />0 <br />a� <br />CID <br />O <br />C <br />- <br />C:) <br />U) m <br />N <br />C <br />LO <br />' <br />(a N <br />C:) <br />O <br />LO <br />-� N <br />N <br />00 <br />E <br />CV)c N <br />z <br />Z <br />E CDW r <br />cc <br />a <br />E a; <br />U 0 a p <br />c <br />JOB <br />NO: 22-12353 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />�.r <br />