Laserfiche WebLink
�IIYII- IJ�ul:-v•� <br />O. BATH <br />4 <br />BATHROOM <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />T <br />MIRROR <br />/Z <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />I' I �Bm6- <br />¢r TOILET <br />PAPER <br />I HOLDER <br />iv <br />VARIES PER <br />FLR. PLAN <br />T <br />^ <br />0. BATH <br />+ <br />'� � '��, '�I CAI'• � � � �1 [� <br />III <br />•�� III <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 />RODq' <br />TOWEL BAR IN <br />a <br />TUB OR SHWR. <br />SHWR. aCD <br />VALVES <br />z <br />SOAP <br />to <br />a <br />DISH <br />U <br />n <br />4 <br />� <br />TUB <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />Cr) <br />SINGLE <br />ROD <br />CLOSETS LAUNDRY <br />TYPICAL HEADER HGT. <br />0 117 <br />JL11111 <br />F <br />KITCHEN <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 />FINISHED CABINETS - <br />Top <br />COUNTER '�7 30" H BASE <br />R f CABINETS <br />U. <br />to a0 2x <br />n 4 bP FRAMINC <br />ro rc <br />1/2" GYP <br />t? BOARD- <br />R. <br />rr <br />SHELVING X <br />5 17 <br />N I I I b <br />ISLAND COUNTER CABINET BLOCKING <br />1'4%114" "L" <br />SHAPE CMU <br />COLUMN <br />e <br />iiQ AC PAD TYP @ J <br />2-STORY S6 <br />35 SH <br />ALT <br />;V I I AC PAD I I - <br />' Il 11 <br />• <br />DINING <br />� <br />CARPET <br />N <br />• <br />J <br />S6 , <br />TYP. @ - <br />�° 2-STORY <br />• <br />GREAT RM <br />8'-8" FLAT CLG. f <br />-- CARPET ^ <br />0 <br />N <br />50 <br />12"x12" CMU w/ (4) <br />#5 VERTICAL <br />4,�„ 2'-4" <br />1/2 WALL <br />OR RAILING <br />PER SPECS <br />FLOOR G.T. <br />- UP; I I <br />OPEN <br />TO; ABA✓. I 21 <br />(3) 2x4 #� SPF <br />STUDS W/ LISP <br />-- HTT16 @I BASE <br />FOYER <br />8'-8" FLAT'CLQ. <br />(3) 2x4 #2 SPF <br />STUDS W/ (3) <br />16d NAILS AT <br />EDGE OF SLAB <br />BEYOND WALL <br />1' <br />LANAI • <br />8'-8" FLAT CLG. A.F.F. <br />9'-8" <br />I I <br />I I <br />I I <br />I I <br />6068 SIG I H B <br />i <br />I <br />BRKFT. <br />-V-8"-FLAT CLG. <br />TILE iv <br />I <br />1 <br />20 -- <br />C^� BF 8 rn <br />Ih -- <br />i I <br />II p 1 6'-6'( 7-.13-4 <br />1 <br />I iL___J <br />I I 05i W • <br />11" i s O CD <br />Z <br />q O <br />O <br />II Z. O <br />�- <br />Y <br />I'�; i <br />II a ! KIT.- <br />I <br />II I QI <br />I i 8.-8" FLAT C <br />I I TILE <br />-i - I". <br />I 5 <br />I I I PLUMBING LINE <br />I I X TO SECOND <br />tI I FLOOR <br />1l M!261 `nO it �� V V I8'-8" FLAT CLO. 161 TILE • <br />CP6' SHEAR WALL <br />2" <br />D <br />W.H. S3 <br />4'-5" 6'_4" <br />Q BUILDER TO PROVIDE <br />S4 APPLIANCE PROTECTION • <br />C HEN REQUIRED PER FBC <br />S3 H1 <br />W/ USP LSTA 8 STRAPS <br />(CENTERED) EACH SIDE <br />I I O = OF WALL TO FLOOR <br />I I J <br />I I o TRUSS ABOVE @ 16" O.C. S6 <br />I I M w I- <br />I I z O W GARAGE • 2-STORY <br />I I li r > 8' 8" FLAT CLG. A.F.F. <br />ENTRY --- wJ_ <br />f- J J N <br />I I 8'-8" FLAT CLG Z ?, [z - <br />I I AFF <br />II <br />I I 3rb <br />I I I I rn <br />I I TYP. @ r <br />-------- <br />FLOOR G.T. I SINGLE <br />- - - - - - - - - - - - STORY <br />• I 8"x16" CMU COLUMN j <br />I W/ 6"x12" ABOVE I <br />INTERGRATED INTO K I HB <br />j WALL W/ (2) #5 TYP. S4 <br />I VERTICAL GARAGE I o <br />i'Y) <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />----------------...----- <br />16 70 OVERHEAD DOOR <br />1 <br />;0 <br />Cl) <br />N <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />"A <br />+29.7 / -32.2 <br />Q <br />+29.7 / -39.7 <br />Q <br />+28.3 / -30.8 <br />Q <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET O 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 />20X26 <br />18JX25J <br />S.H. <br />13 <br />20X38J <br />183X37J <br />S.H. <br />14 <br />20X50� <br />18�X50 <br />S.H. <br />15 <br />20X63 <br />184X62� <br />S.H. <br />16 <br />20X72 <br />181X71 J <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 J <br />26 x 37 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1H5 <br />27 X 63 <br />28 X 62 1/2 <br />S.H. <br />1H6 <br />27 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 J X 38 i <br />36 X 37 3/4 <br />S.H. <br />24 <br />37�X501 <br />36�X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 z X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 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 />521 X 25 J <br />S.H. <br />33 <br />54X38J <br />52JX37J <br />S.H. <br />34 <br />54 X 501 <br />52 � X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 � X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 2 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 />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 91 /4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />- <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 />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 1-318" 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 ciassl 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 />wail: <br />a From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />a From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />a 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 />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 />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 CONIC 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 />!V <br />0 <br />c� <br />o <br />o <br />d <br />W <br />C` <br />M <br />C.'V, <br />o- <br />N <br />N d O R <br />scoco w= <br />`°D .i <br />M 3: a+ -n <br />ca � <br />r>= - X.3 <br />a <br />c, L) <br />fM <br />0 <br />CV <br />a <br />r <br />ti� <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 />WIM <br />h N <br />8 IR <br />ti <br />CI t <br />0 <br />Y aao S o % � <br />.8 <br />a <br />Cnrr�L3 LL W ' <br />_J aCD <br />113 <br />LL <br />0 0 <br />oV <br />W <br />p9G � O <br />'0MC1421- m-' <br />1 <br />W <br />°'rn d�z <br />Z <br />CD o O w <br />MZ h H <br />z <br />�� Co❑ <br />W <br />c7 � <br />Z N o <br />z <br /><c <br />Cl- <br />[7 <br />LL <br />•U <br />_ J <br />`U <br />a <br />-� <br />O <br />to <br />w <br />rz 3, <br />'9 <br />fCi <br />M <br />U <br />0 .. <br />® <br />_ 2 8 <br />S <br />Q <br />¢ � <br />N <br />�N <br />o <br />z <br />O <br />i <br />i <br />aE <br />U <br />!� <br />RU <br />�O <br />a� <br />za� <br />It <br />oam� <br />C <br />g <br />u�O <br />z <br />rb J <br />y ` <br />� <br />Q FZ <br />S <br />8 <br />9 <br />o �aZ <br />zz <br />g <br />o� <br />W�' <br />m <br />a <br />yy Wyz <br />i <br />M1 <br />01 <br />O <br />� <br />>U <br />� <br />0 <br />d <br />c� <br />Lj i <br />= <br />.-� <br />N <br />a <br />LLO <br />Q <br />g <br />(n o <br />In <br />N <br />o <br />In <br />0 <br />-lid <br />0 M <br />C� <br />N <br />LO <br />.r <br />Q <br />00 <br />M Lo <br />r <br />E <br />E <br />Z <br />z <br />Z <br />E N <br />N <br />n <br />0 <br />J <br />JOB <br />NO : <br />23-03654 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />rn <br />w <br />a <br />MEDICINE <br />CABINET <br />�* <br />o1 <br />oI <br />M <br />M <br />