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-10 <br />O. BATH <br />BATHROOM <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR Si Si <br />CURTAIN HEAD <br />ROD <br />24" TOWEL BAR TOWEL BAR IN <br />w ON WALL ABOVE TUB OR Si <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />Si <br />MEDICINE � I ���- VALVES■ <br />60 <br />TEMP <br />OBSC <br />O. BATH <br />Fol <br />71 <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />CABINET <br />TOILET <br />PAPER <br />I HOLDER <br />o <br />io <br />N <br />SOF <br />DIS <br />} <br />o <br />o <br />b>T-TOUB <br />A <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />VARIES PER <br />FLR. PLAN <br />DOUBLE <br />RODS <br />g SINGLE <br />a ROD <br />X <br />W <br />o_ <br />0 <br />w <br />eo = <br />to o <br />J <br />U �n <br />o � <br />CLOSETS/LAUNDRY <br />TYPICAL HEADER HGT. <br />-R <br />I�C1 <br />II 00 <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 <br />FINISHED CABINETS <br />COUNTERTOP 30" H BASE <br />b O <br />CABINETS <br />b <br />b 00 <br />LL <br />En 0- <br />W <br />O <br />2X <br />n <br />60 <br />io <br />FRAMING <br />]FIN. <br />M <br />_ <br />1/2" GYP V N <br />fVBOARD <br />FLR. <br />- <br />SHELVING <br />X ISLAND COUNTER CABINET BLOCKING <br />25'-1 <br />V-8" 11 13'-4" <br />1' 4" 7'-4" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />• ■ _ • • <br />• ._ _ _ _ _ -LANAI I• <br />8'-8" FLAT CLG. A.F.F. <br />9'-8" <br />I I <br />I I <br />I I <br />I O 1 <br />HB I 6068 SGD I <br />In • ■ • • <br />BRKFST„ <br />8'-8" FLAT CLG. <br />iv TILE <br />co <br />• <br />- = 2068 <br />,cnn BF N <br />3-1h <br />JI <br />■ W co <br />O I C7 1 11" <br />1 Z 1 <br />O <br />Z �II <br />10'-4" 5'-0" 11_ <br />J TYP. @ AC PAD p <br />S6 2-STORY O <br />35 SH <br />ALT I <br />AC PAD <br />I� �I <br />DINING ■ <br />F <br />' 8'-8" FLAT CLG. fl <br />= O <br />CARPET B <br />N <br />GREAT RM <br />8'-8" FLAT CLG. <br />CARPET <br />■ <br />J <br />S6 <br />TYP. @ <br />2-STORY <br />• <br />KIT. M <br />8' 8" FLAT CLG. <br />TILE I <br />■Mt,5 <br />PLUMBING LINE 0" 3'-0" 1 "I 8'-4" 2'-4" 4' 4"TO SECOND= <br />FLOOR - I ALL L?(3) 2x4 #2 SPF 1/2 WALL A <br />o I I CYSTUDS W/ (3) OR RAILING N O <br />- 16d NAILS AT PER SPECS <br />• o BASE <br />A ®'SI I I I III I I I I I <br />FLOOR G.T. <br />M I2668 I j 1 1 I 1 1 1 1 1 w I I BF I I UP <br />p 8'-8" FLAT CLG. OPEN <br />TILE 11�16 Ai�ll 18 171 116 15 13 12 I TOABV. <br />4S_ <br />■ SHEAR WALL �ro FLOOR G.T. (3)',2x4 #2 SPF ■ T <br />EDGE OF SLAB 2" STUDS W/ USP <br />w Q6'-4" <br />B YOND WALL x HTT16 @ BASE <br />L � 4'-5" 7.3„ T-0" <br />2 p 1 BUILDER TO PROVIDE Q FOYER <br />u 1= W • APPLIANCE PROTECTION S4 <br />Q 0 C 8'-8" FLAT CLG. <br />E U WHEN REQUIRED PER FBCO TILE <br />E WOw H1 S3 <br />m p z W/ USP L TA18 STRAPS ■ ■ ■ ■ <br />f- 12-- (CENTERED) EACH SIDE OF O <br />J U Q WALL TO FLOOR TRUSS = 00 D I I <br />S6 -� U ABOVE 16" O.C. to o <br />0C � co I I <br />N TYP.@ ■ �w o� I I <br />2-STORY LI J GARAGE U) m� I I <br />W 8'-8" FLAT CLG. A.F.F. 2 O� ■ I I <br />o rn > I I o0 00 <br />N tjj J Q ENTRY <br />~p Q w - 8'-8" FLAT CLG I <br />---------z � - AFF I I <br />nGL------------- -I I FLOOR G.T. I ■ -- - - - - - - - q <br />STORY ■ - - - - - -------- <br />j 8"x16" CMU COLUMN <br />I W/ 6"x12" ABOVE I - <br />K INTERGRATED INTO I 12"112" CMU w/ (4) <br />I I #5 VERTICAL o <br />HB 1 S4 WALL W/ (2) #5 <br />GARAGE <br />VERTICAL <br />M- - - - - -------- - - - - ---------- <br />■■ •• _ _ <br />- - - - - - - - - - - - - - - - - - - - - <br />16070 OVERHEAD DOOR <br />i <br />1'-4" 16'-0" V-4" 4'-8" 0" <br />18'-8" 1 <br />25' <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />AO <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />QD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />SEE SN SHEET (J 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 />S17-L <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18}X25J <br />S.H. <br />13 <br />20X38J <br />18JX371 <br />S.H. <br />14 <br />20X501 <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 621 <br />S.H. <br />16 <br />20X72 <br />18�X712' <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 1 <br />S.H. <br />1 H4 <br />271 X 50 g <br />26 x 50 <br />S.H. <br />11-15 <br />27 } X 63 <br />26 X 62 1/2 <br />S.H. <br />1116 <br />27 a X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 � X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 3 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />361 X 71 112 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54 X 38 J <br />52X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 � X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 62 } <br />S.H. <br />S.H. <br />36 <br />54 X 72 <br />52 X 71 <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />S.H. <br />DOUBLE 39X59 <br />1 79 X 59 <br />N/A <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/ 112" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 112" <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 />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 />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 />Chapter45 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 />1it'� c <br />N � <br />m �a <br />W <br />_ m x <br />C W d <br />N M o .. <br />N V C <br />N ram. p J <br />C= <br />Y <br />3 d <br />CL <br />w <br />tj <br />�- <br />R <br />o as <br />C m c o <br />c <br />b <br />a� <br />`o <br />r�2 <br />CV <br />C.,;2 <br />qi <br />j�rrrnf; lt,,, Il•t�� <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 />V d C r <br />LoCN CD <br />C =' m �'' i <br />u <br />J LL SS a <br />Z -v a <br />rn <br />I% <br />C � o <br />W <br />in�4jOi m <br />u=NzdJ <br />Z OU 00 <br />z <br />z � <br />7 <br />2f <br />QX <br />U o 8 <br />O UJ <br />N <br />w <br />t <br />z <br />U <br />0 <br />cv <br />see <br />o <br />J� <br />w <br />o <br />z <br />� <br />LL <br />E <br />W o <br />s� <br />> <br />_® <br />Q <br />o <br />E <br />0 <br />, <br />z <br />'O <br />� I- <br />.5 <br />< <br />g <br />w <br />N <br />�0 <br />ms <br />a <br />�'Z <br />o s <br />V <br />W <br />pa <br />W <br />LL <br />bdi <br />cr0 <br />cr <br />w W <br />Z5 <br />Z <br />° <br />c 0 <br />= <br />0 Lol <br />O <br />c� <br />Q� <br />L <br />Lr) <br />c 7 <br />�--. <br />i o <br />Q <br />07 O <br />N <br />IZ <br />U -I <br />U) m <br />N <br />� <br />O <br />Y <br />U <br />M <br />m � <br />0) <br />o CV <br />LCi <br />T <br />Q <br />M CV <br />r <br />� <br />E <br />�' (D T <br />E <br />O <br />Z <br />f0 <br />z <br />7 tl/ T <br />E M <br />m <br />a <br />E <br />0 <br />C)_ Q p <br />E <br />� <br />JOB <br />NO : 23-00513 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />