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a <br />M <br />81 <br />KITCHEN <br />MIRROR <br />0 <br />0 <br />co 0 <br />0 � <br />M F <br />0 <br />00 <br />KITCHEN <br />O. BATH BATHROOM 2 <br />INTERIOR DETAILS. <br />SCALE: 1/4" = 1'-0" <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 />� <br />m <br />w <br />MEDICINE <br />CABINET <br />p z Q 2 <br />LL ¢ LL Q <br />M M M m <br />24" TOWEL BAR <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD p <br />TOWEL BAR IN <br />ON WALL ABOVE <br />TUB OR SHWR <br />TOILET TOWEL BAR <br />-' <br />ON BATHROOM WALL <br />o <br />SHWR. QS­ <br />00 ! <br />VALVES <br />TOILET t4 <br />SOAP <br />I� <br />PAPER ° <br />- DISH <br />r HOLDER <br />q <br />o <br />_ <br />a' <br />J <br />a <br />of <br />w <br />a <br />x <br />w <br />U <br />DOUBLE <br />RODS <br />I <br />SINGLE <br />ROD <br />1'-4"K1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />0 <br />e0 <br />0 <br />(V <br />.� <br />N <br />O <br />0 <br />r` <br />0 <br />M <br />00 <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 />BRACKET <br />0 <br />0 <br />H BAS <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />9 <br />t" <br />CABINETS - <br />u. <br />SIN <br />0 <br />1,_2 <br />2x <br />(M <br />-0 <br />cc <br />FRAMING o <br />1/2" GYP i m N <br />? <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" = l'-0" <br />m <br />IA <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />1'-4"X1'-4" "L" J <br />SHAPE CMU <br />COLUMN <br />gF1_n11 <br />13'-0" <br />12'-0" <br />11'-8" <br />3'-9" 8'-3" <br />LPAD <br />HB <br />O <br />35-SH <br />■- - - - - - - - - - - - - - - - - - - - - - <br />1 <br />■ <br />I <br />j <br />LANAI - <br />NOOK <br />-- <br />- <br />8'-0" FLAT CLG. AFF -- <br />8'18" FLAT CLG.' <br />- <br />1 <br />TILE <br />121-411 <br />1 <br />6068 SGD <br />I <br />- <br />� <br />I <br />CN <br />I <br />II I <br />- <br />II I <br />o_ E <br />w I O3 I <br />2N <br />- ^ <br />- <br />I: <br />FAMILY <br />I �- <br />- <br />- <br />, ---, <br />8'-8" FLAT CLG. <br />_ CARPET <br />I p <br />14 - 2'li1" - <br />8'-8" FLAT CLG. 2468 <br />- <br />- <br />- <br />TILE _0 N --�-' <br />CV'- <br />-� <br />z <br />U) <br />FLOOR G.T. <br />L <br />-------------- --- <br />'� <br />_ _ <br />-REF ~ - <br />---- - �- <br />- <br />16.. <br />5'-74" <br />DINING <br />(3) 2x4 #2 SPF <br />12 - <br />STUDS w/ (3) 16d GG <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET o0 <br />S3 <br />Zo <br />TYP <br />10 <br />42" H 1/2 WALL <br />31_311 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 />- NAILS @ BASE _ <br />0: p <br />N <br />p <br />01 <br />U-1 <br />2 3 4 5 <br />z PW D R I 4063 ARCH I <br />= <br />GG <br />_.- (3) 2x4 #2 SPF 8'-8" FLAT CLG. �ca� <br />�'cP6 S3 W. <br />STUDS w/ HTT161 TILE <br />AT BASE �rP j eo <br />FOYER 1 0 - PE��NK- <br />LAU N is <br />8'-8" FLAT CLG. ( ° J <br />Q 8'-8" FLAT CLG. D. 1 <br />TILE I <br />S4 TILE <br />i Irtrlrrrrrrrrrrrlrr <br />_- o SW <br />H 1 <br />- <br />1 6-74' <br />4'-0 T-2411 <br />- <br />r 0" <br />1 T-10" <br />- `� EDGE OF SLAB 2" <br />35 BUILDER TO <br />-�-G - BEYOND WALL <br />PROVIDE APPLIANCE <br />D1 <br />PROTECTION WHEN <br />I00 NOTE: FINISHED WALLS <br />REQUIRED PER FBC <br />1 M7 TO BE FLUSH. FIELD <br />1 - VERIFY. G.T. <br />8'-8" CLG. A.F.F. <br />1 --- ---- - <br />---- <br />------ --- <br />1 C7 <br />8'-0" CLG. A.F.F. <br />J <br />ENTRY <br />x�'� ,�`_ I z0 <br />z <br />8'-0" FLAT CLG. AF <br />(54 <br />IATTIC -� , .- 1 ¢ as <br />------ GARAGE <br />I_A�CES3'-----� o <br />8'-0" CLG. A.F.F. <br />LL <br />rr W <br />o <br />N <br />TYP. @ SINGLE > L <br />u <br />1'-4" 4'-4" <br />STORY <br />A <br />(SEE AA/S3 FOR <br />STEM OPT.) S3 <br />r--------------- <br />I <br />I <br />I <br />-----------------I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K <br />I <br />I <br />I <br />1 <br />I <br />TYP. @ S4 <br />I <br />I O <br />------------------------------- <br />GARAGE <br />I <br />16070 OVERHEAD DOOR <br />16-0" <br />19'-4" <br />S-8" <br />251-0" <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 />Ir z <br />w w <br />LU 0 <br />J <br />205m <br />FrUH <br />>O ■ o� <br />HB <br />M <br />U <br />00 <br />60 z <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 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 Wail 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 />Q <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />(D <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />SEE SIN SHEET O SEE SN SHEET <br />140 PHIMiNENJ <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 />20 X 26 <br />181 X 25' <br />S.H. <br />13 <br />20 X 38 3 <br />18' X 37 3 <br />S.H. <br />14 <br />20 X 50 8 <br />181 X 50 <br />S.H. <br />15 <br />20 X 63 <br />181 X 62 2 <br />S.H. <br />16 <br />20X72 <br />182X711 <br />S.H. <br />11-12 <br />271/4X26 <br />26X252' <br />S.H. <br />1H3 <br />271/4X38$ <br />26x373 <br />S.H. <br />1 H4 <br />271 X 50 s <br />26 x 50 <br />S.H. <br />1 H5 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 � X 25 1/2 <br />S.H. <br />23 <br />37 a X 38 8 <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />361 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 112 <br />S.H. <br />26 <br />37 a X 72 <br />36 � X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />7312 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 � X 25 � <br />S.H. <br />33 <br />54X388 <br />522'X371 <br />S.H. <br />34 <br />54 X 50 s <br />52 z X 50 <br />S.H. <br />35 <br />54 X 63 <br />5212 X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 � X 71 z <br />S.H. <br />39X59 <br />40 X 59 <br />NIA <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 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 />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 <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 />R-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - B <br />SCALE: Y4'=1'-0" <br />ca.d <br />- <br />o, <br />CD <br />>_=© <br />L; Cq„ Cam. C7 <br />-'-c M <br />+� _La <br />c <br />2 <br />ea as a, �•r <br />ar`ro� <br />� C= <br />c <br />CA-FLO <br />w <br />�Pf! <br />U <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W E <br />g <br />o <br />ci 00mm00 C-4 � <br />O 00 N •- r <br />rn :��9 � <br />M M VQ 4b It <br />F <br />4 C J LL W <br />tL <br />J �•'- a <br />� rL <br />Z ro C vYi <br />U <br />y <br />@o 'oi <br />z o 0 <br />W <br />��°'°' m <br />Z N M z <br />IL J <br />J <br />Z O U U o <br />o <br />z <br />63 <br />z o <br />J <br />Wv) <br />S <br />�-J <br />�' <br />� <br />U � <br />O <br />w o <br />U <br />w <br />r- _ E <br />I <br />0 <br />0 <br />o <br />CID <br />Jw <br />C13 M <br />z2 <br />o S. <br />z z <br />< <br />ILL. <br />Q Eo <br />C <br />o <br />aN <br />?® <br />02 <br />H <br />_ <br />'xC, <br />00 <br />d 8 <br />00 <br />0 <br />O E <br />O <br />%- <br />az <br />¢z <br />�c <br />zMO <br />10 <br />Yzz <br />z <br />� J <br />° <br />Z <br />� <br />a <br />oa <br />z z <br />o <br />g <br />;v <br />Ww<�W <br />v <br />�2 <br />~a <br />�3 <br />o <br />�z <br />w <br />>° <br />v <br />z< <br />a <br />° <br />N O <br />>M <br />�- <br />m <br />ICU <br />a� <br />� <br />N <br />r <br />Cr <br />a. <br />0 <br />LO <br />N <br />N <br />N <br />Q n <br />r <br />C <br />N <br />N iIi <br />d <br />z <br />z <br />E <br />ca <br />a <br />U -.1 Q p <br />JOB <br />NO: 22-08301 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />