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T <br />t <br />7 <br />J <br />5. <br />v <br />3 <br />V <br />3 <br />3 <br />3 <br />V <br />u <br />2 <br />s <br />c <br />L <br />V <br />V <br />a <br />2 <br />J <br />v <br />v <br />F <br />3 <br />2 <br />V <br />J <br />7 <br />t <br />u <br />3 <br />0 <br />0. BATH <br />BATHROOM 2 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES - <br />I I <br />24" TOWEL BAR <br />� <br />w <br />ON WALL ABOVE <br />TOILET <br />7 <br />MEDICINE <br />CABINET <br />60 <br />TOILET <br />PAPER <br />r HOLDER <br />�t <br />Q <br />4 <br />MN <br />o� <br />LL <br />tv � <br />MA <br />b <br />fV <br />0 <br />60 <br />TEMP <br />OBSC <br />b <br />60 <br />0. BATH <br />KITCHEN <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 />b <br />VARIES PER <br />FLR. PLANco <br />r24 <br />Lo <br />e <br />LLL < <br />IL min 8 <br />L <br />CO LO <br />LO <br />CN <br />LL <br />O <br />C14 0) <br />SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />ROD <br />SINGLE <br />TOWEL BAR IN ROD <br />TUB OR SHWR. <br />SHWR. <br />VALVES = <br />io SOAP ro J <br />5 DISH U in <br />Ln <br />t? § 9 <br />M UB <br />BATHROOMS, SHOWERS AND TUBS <br />TYPICAL HEADER HGT. <br />1� C{ 1111 <br />� <br />Lem- I -1- <br />KITCHEN <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 36" H BASE <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE 4 <br />CABINETS: oQo 0o <br />�1N n <br />112" GYP <br />BOARD- <br />CLOSETS / LAUNDRY SHELVING -^ vvISLAND COUNTER CABINET BLOCKING <br />11-4"Xl'4" "L" <br />SHAPE CMU <br />COLUMN <br />■• -•• <br />- - - - - - <br />■, LANAI ,■ <br />8-8,FLAT CLG. A.F.F. <br />9'-8" <br />10'-4" 6-0" <br />0 <br />o <br />I I <br />J TYP. @ AC PAD <br />;0 <br />tO <br />I I <br />I E <br />S6 2-STORY O <br />BT. 1 6068 SGD I <br />35 SH <br />ALT <br />r��7,BRKFST.'AC <br />PAD'-8" <br />FLAT CLG.. <br />iv TILE <br />00 <br />DINING <br />• <br />8'-8" FLAT CLG. <br />CARPETCO <br />N <br />• <br />• <br />= 2068 <br />BF N <br />J <br />S6 <br />7I IM I <br />7-o <br />TYP. @ <br />N <br />' <br />2-STORY Y <br />T <br />W a 01 I <br />0 0 I 11" <br />GREAT RM <br />o <br />3 x I I T <br />OY O II r <br />8'-8" FLAT CLG. <br />CARPET <br />: z I I <br />-KIT. <br />1 $' 8" FLAT CLG. R I <br />1 'TILE I <br />PLUMBING LINE <br />I <br />5 4 '0" 3'+0" I "I <br />8'-4" 2'-4" 4'-4" <br />• <br />o <br />TO SECOND <br />FLOOR -I <br />LL I I M <br />(3) 2x4 #2 SPF 1/2 WALL <br />STUDS W/ <br />Q�) <br />- <br />(3) OR RAILING <br />U <br />I I <br />16d NAILS AT PER SPECS <br />• <br />o <br />FLOOR G.T. <br />A <br />2 <br />1 <br />tq <br />I 1 I I I II I I I I I <br />IUP ', <br />, A I I 126�8 I I <br />fD 2d,� �' I I BF I <br />I 1 I I I II I I I I I <br />I I I <br />�/�/ <br />e <br />D <br />•-8.'-8" <br />FLAT,CLG, I 1 I I <br />TILE!; I116 I11 1 h 1 2 11 <br />1 I I I II I I I I OPEN <br />1 I8 1 1 116 I I I I 1' TO ABV. <br />4 <br />S3 <br />• <br />SHEAR WALL ��� <br />E <br />FLOOR G.T. - (3);2x4 #2 SPF'I <br />" STUDS <br />GE OF SLAB 2 W/'USP <br />= <br />LU H <br />W H B <br />YOND WALL HTT16,@ BASE <br />w <br />6'_4" 4'-5" <br />T-T' 7-0" <br />2 0 � <br />BUILDER TO PROVIDE Q <br />FOYER <br />>- 1 W <br />APPLIANCE PROTECTION S4 C <br />8'-8" SLAT CLQ. -- <br />w o ? <br />WHEN REQUIRED PER FBC H1 <br />O S3 <br />TILE <br />-' m <br />p z W/ USP L <br />TA18 STRAPS • <br />• <br />J <br />I- CL (CENTERED) <br />v WALL TO <br />EACH SIDE OF I <br />FLOOR TRUSS <br />I <br />U <br />= I <br />I <br />S6 <br />- <br />-J = ABOVE @ <br />16" O.C. U) I <br />I <br />v <br />" <br />TYP. <br />2-STORY <br />�U <br />W � GARAGE <br />w� I <br />U) m <br />I <br />> w V-8" FLAT CLG. A.F.F. . <br />2 0 cc I <br />LU <br />I <br />N <br />U <br />"~' • ENTRY ' <br />' <br />00 <br />OP <br />I <br />Q W 8'-8" FLAT CLG I <br />I <br />I <br />ii> <br />Z �: FL AFF I <br />I <br />A-------------------------------- <br />II <br />I <br />I <br />CRn S3 <br />I <br />I <br />I <br />I <br />TYP. @ <br />I <br />I <br />I <br />I <br />SINGLE <br />• <br />I FLOOR G.T. <br />I ■ -------- <br />-, <br />STORY <br />• <br />- - - - <br />- <br />--------- <br />1 <br />j 8"x16" CMU COLUMN <br />I W/ 6"x12" ABOVE <br />I <br />1 <br />12"x12" CMU w/ <br />(4) <br />I K INTERGRATED <br />INTO <br />I <br />#5 VERTICAL <br />E?HB <br />I S4 TYP. @ WALL W/ (2) #5 <br />1 <br />io <br />4 <br />I GARAGE VERTICAL <br />I <br />Cl)- <br />- - - - - - - - - - - - - - - - - - - - <br />•• - - - - - - - - - - - - - - - - - - - - - <br />-- - - - - - - - <br />• <br />16070 OVERHEAD DOOR <br />(B) <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />GU <br />SEE SN SHEET HH SEE SN SHEET <br />NES:140MPH <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 />18 J X 251 <br />S.H. <br />13 <br />20X38J <br />18JX37i <br />S.H. <br />14 <br />20 X 50 1 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />181 X 62 J <br />S.H. <br />16 <br />20X72 <br />182'X71 <br />S.H. <br />11­12 <br />271/4X26 <br />26X25 <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 1 X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 1 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 1 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 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 J X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 1 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 />52 J X 25 J <br />S.H. <br />33 <br />54 X 381 <br />52 J X 37 $ <br />S.H. <br />34 <br />54 X 50 1 <br />52'X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 3 X 62 � <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 J <br />S.H. <br />39X59 <br />40 X 59 <br />WA <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 <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 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 -B <br />SCALE: Y4"=1'-0" <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 />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. I <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 <br />SECOND LIVING <br />728 S.F. <br />1036 S.F. <br />TOTAL LIVING <br />1764 S.F. <br />LANAI <br />60 S.F. <br />GARAGE <br />379 S.F. <br />ENTRY <br />62 S.F. <br />TOTAL SQ. FT. <br />2265 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 />ea <br />+d[ <br />c CO 4? N <br />V1 .� N .0 <br />N y O J <br />Q N � <br />6: N <br />ai � c <br />E <br />w n d <br />o . u a, <br />c to <br />� A <br />G .ts <br />H <br />c E <br />� o <br />c% Q <br />N <br />0 <br />c14 <br />i <br />_o <br />� 1 <br />To the best of the Engineers knowledge, in rmatlon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />ResideMlal 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signatu <br />