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KITCHEN <br />W-W-1 <br />0. BATH <br />b -, <br />-1 50 <br />04 <br />DW <br />KITCHEN <br />9 <br />9 <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <br />BATHROOM 2 <br />04 <br />to <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 />I I <br />MIRROR SHWR. SHWR. DOUBLE <br />VARIES CURTAIN HEAD RODS <br />I ROD 0 <br />0) 1 24" TOWEL BAR TOWEL BAR IN <br />ul ON WALL ABOVE TUB OR SHWR. <br />LU <br />TOILET TOWEL BAR ­10000*300-11 <br />E ON BATHROOM WALL <br />MEDICINE SHWR. <br />CABINET ao VALVES W <br />TOILET SOAP F, <br />PAPER -DISH <br />HOLDER <br />cr a: 9 <br />0 <br />LL UL <br />0 <br />T TOU7. <br />BATHROOMS, SHOWERS AND TUBS <br />SINGLE <br />ROD <br />OP <br />CC) <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS ----- <br />30" H UPPER <br />16" FOR LINEN CABINETS <br />2" FOR PANTRY OVERHANGS THAT <br />EXCEED12"MAY <br />REQUIREASUPPORT <br />BRACKET 36"H BASE <br />8 FINISHED CABINETS - <br />a COUNTER TOP 3Y'H BASE <br />9 CABINETS - <br />00 <br />LL <br />V-2- <br />Lo <br />&P FRAMING - <br />to <br />1/2" G C14 <br />BOAR <br />b <br />7 <br />N <br />.1 60 <br />OD <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <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 />J <br />W/ 2x4 WALL <br />z UJ <br />z <br />PAD OUT <br />< <br />0 <br />0 <br />50 1: <br />W _J <br />> uJ A <br />;0 <br />4 <br />90 <br />60 = <br />4- <br />HB <br />9q.-no <br />12'-0" <br />13'-0" <br />8'-3" T-9" <br />11--8" <br />AC PAD <br />HB <br />35-SH <br />- - - - - - - - - - <br />- - - - - <br />- - - - -- - - - <br />NOOK <br />LANAI <br />8'-8" FLAT CLG. <br />8'-0" FLAT CLG. <br />AFF <br />TILE <br />8" 12-4- <br />6068 SGD <br />A <br />CIL <br />0 0 <br />10 <br />El <br />t <br />z <br />05 <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />7-111" 2'-2- T-7t' <br />ITCHE <br />7 24 8'-8" FLAT CLG. <br />C'3 <br />TILE <br />FLOOR G.T. <br />1W <br />REF. <br />- <br />- - - - - <br />15 <br />14 5-414" <br />13 <br />(3) 2X4 #2 SPF <br />12 <br />DINING <br />STUDS W/ (3) 16d <br />GG <br />NAILS @ BASE <br />8'-8" FLAT CLG. <br />S3 go <br />CARPET <br />0 TY F 17 <br />4'-2'4" T-T' <br />-42" H 1/2 WALL <br />OR RAILING PER <br />SPECS <br />FLOOR G.T. <br />F7 <br />U� 0 <br />(3) 2x4 #2 SPF <br />)110 <br />STUDS W/ (3) 16d <br />0 <br />J <br />u_ <br />NAILS @ BASE <br />4068 ARCH <br />PWDR <br />8'-8" FLAT CLG. <br />-(3) 2x4 #2 SPF <br />TIL E <br />STUDS W/ HTT1 6 <br />00 <br />b�ATBASE <br />.1 <br />LAUN <br />PEU-&NK <br />'0 <br />FOYER <br />8'-8" FLAT CLG. <br />8'-8" FLAT CLG. <br />TILE <br />TILE <br />H 1 <br />2j- 4'-0" <br />6-74"' <br />64" <br />17-10" <br />BUILDER TO <br />EDGE OF SLAB 2"-J <br />C14 <br />PROVIDE APPLIANCE <br />@ <br />BEYOND WALL <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />00 <br />8 <br />TO BE FLUSH. FIELD <br />CV) <br />8'-8"-CLG. A.F.F- <br />G.T. VERIFY. <br />V- - - - - - - - <br />- - - - - - - - --- <br />- - - - - - - - - - - - - - - - <br />8'-0" CLG. A.F.F. <br />r - - - - <br />LU UJ <br />P cL---,ATTic <br />LUZ <br />JENTRY I <br />'-0" <br />=21 <br />0 :DL n L_S4 <br />FLAT CLG AFF <br />- - - - <br />GARAGE <br />id <br />() <br />Lu 0 <br />> z <br />8'-0" CLG. A.F.F. <br />o? <br />TYP. @ SINGLE b <br />STORY 04 <br />K A (SEE AA/S3 FOR <br />STEM OPT.) <br />P V-4"I <br />r---------------------------------- <br />I <br />K <br />S4 TYP. @ <br />GARAGE <br />- - - - - - - - - - - - - - - - --- <br />- - - % <br />CD <br />- - - - - - - - - - - - - <br />- - - - - - - - - - <br />16070 OVERH6AD DOOR <br />16-0" <br />V-8" <br />5'-8" <br />19,41, <br />25'-0" <br />W1 <br />V-4"XV-4" "L" <br />SHAPE CMU <br />COLUMN <br />U) <br />10M <br />60 <br />M <br />M-M <br />TYP. @ 2 <br />3TORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />U) <br />Ce) <br />Q <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />- 2X8 #2 SYP W/ 1/2" <br /><e>(2) <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 13/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 13/4' X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYIP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />I , <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 />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />or-r- 5 <br />PH <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 />18 X 25 <br />S.H. <br />13 <br />20 X 38 J <br />18 X 37 <br />S.H. <br />14 <br />20 X 501 <br />1812 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 X 6212 <br />S.H. <br />16 <br />20 X 72 <br />18 X 712' <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26X254 <br />S.H. <br />11-13 <br />27 1/4 X 38 3 <br />26 x 37 <br />S.H. <br />1H4 <br />27 1 X 501 <br />26 x 50 <br />S.H. <br />IH5 <br />27JX63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <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 J X 38 3 <br />8 <br />36 'X 37 3/4 <br />2 <br />S.H. <br />24 <br />37 J X 501 <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36JX62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 � 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 />52JX25i <br />S.H. <br />33 <br />54 X 38 3 <br />8 <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 501 <br />521 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52JX62' <br />S.H. <br />36 <br />54 X 72 <br />52�X71 <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-13 <br />SCALE: X"=V-0" <br />General Notes <br />R302.5 Dwelling/Garage Open I ng/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 R302.1 1, 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 />n 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 barder <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 />WALLLEGEND <br />ONMENEEK MASONRY HGT. @ 8'-8" A.F.F. <br />5' 0&0 NO V500.0007 M A S 0 N R Y H G T. @ 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 * I <br />TOTAL SQ. FT. 2605 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R- 11 /R-1 3 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 KRAFTFACED <br />I <br />Cn <br />CNJ <br />C" <br />ce- L; cm"!z <br />cu '.., C', <br />_1= cm CN <br />>< <br />= L.A.. CA- <br />cc cm <br />C'J <br />M_ Cu <br />E = <br />r;- <br />CD CS :S <br />CJ <br />cu <br />i� -T <br />E <br />C131 <br />CN <br />V <br />To the best of the Engineers knowledge, Infonnation and belierf, <br />the structural plans and specifications contained <br />within these <br />drawings omply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />8 <br />5? <br />N Cb <br />toCM <br />Lt <br />0 �-o <br />u. <br />LU <br />N 0 <br />u_ <br />g <br />CQ U_ <br />CIL <br />- z <br />0. <br />z M C <br />.12 4 <br />0 <br />'x 9 0 <br />Co <br />C, <br />W r__ <br />r z <br />W <br />z Z� 0 <br />C0 z <br />0 LU <br />U <br />b <br />z <br />co <br />z <br />< <br />L11 43 <br />Q) o <br />4-1 <br />LLJ <br />U <br />0 LAJ <br />A <br />C) <br />U=J <br />U <br />C2:: <br />C., <br />__J <br />U_ <br />E <br />Z. <br />�n <br />0 <br />L? <br />S <br />F_ ro <br />'�L <br />8 E <br />20 <br />U0 <br />D 8 <br />0 <br />6� < <br />z <br />W <br />t <br />0 <br />z <br />z <br />;= <br />= ru <br />0 <br />'z <br />z <br />zw <br />8 <br />ZZ <br />0 <br />W <br />0 <br />C`� <br />C:) <br />3: <br />> CV) <br />0 <br />0 <br />0 <br />M L0 <br />CY) <br />:3 N 0. <br />LO <br />00--% <br />< <br />Cr <br />U) M <br />0 <br />V) <br />LL <br />0 <br />r-, <br />_Ie <br />Q c) <br />C:) <br />CU <br />00 C,4 <br />ce) 00 <br />ce) <br />E <br />co ce) <br />C) <br />0 <br />z <br />(a <br />z <br />E <br />0. <br />E <br />0 '6 <br />0 _J < <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />