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oc <br />FL <br />_1 <br />I , <br />i <br />OWNER BATHROOM <br />BATHROOM <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />� <br />#V-ARI�ESI� <br />I I 0 24" TOWEL BAR <br />W / ON WALL ABOVE <br />/ TOILET E <br />E � r <br />CABINET TOILET <br />PAPER <br />r HOLDER <br />v �0U. <br />0 a Cr Z rk�-- <br />4 <br />F <br />IQ <br />I <br />11� <br />TEMP <br />OBSC <br />1( <br />1 <br />I <br />a <br />a <br />OWNER BATHROOM <br />i11� <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 />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD 0- <br />TOWEL BAR <br />TUB OR SHV <br />SHWR. <br />VALVES <br />BATHROOMS, SHOWERS AND TUBS <br />0 <br />TUB <br />W <br />W <br />x <br />C7 <br />to = <br />tI <br />U <br />DOUBLE <br />RODS <br />S� <br />rh <br />SINGLE <br />ROD <br />CLOSETS LAUNDRY <br />VARIES PER <br />FLR. PLAN <br />TYPICAL HEADER HGT. <br />0 0 <br />IL <br />KITCHEN <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />_ <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 />=a <br />cr <br />BRACKET 36" H BASE <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />tO <br />g? <br />50 <br />CABINETS. <br />00 <br />LL <br />r; <br />`V <br />F <br />W <br />t0 O <br />1 2" <br />2x <br />60 <br />FRAMING § <br />c <br />1/7 GYP N <br />L'..4 <br />iv <br />BOARD <br />FIN. FLR. T <br />FIN. FLR. <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />� ALT <br />I AC PAD 1 <br />it J <br />LO <br />N <br />J <br />S6 <br />TYP. @ <br />2-STORY <br />Ou7 <br />04 <br />12"x12" CMU w/ (4) <br />#5 VERTICAL <br />25'-0" <br />11-411XV "Lx <br />SHAPE CMU <br />COLUMN <br />AC PAD TYP @ J_ <br />O2-STORY S6 <br />35 SH <br />DINING <br />8'-$" FLAT CLG. <br />CARPET <br />GREAT RM <br />8'-8" FLAT CLG. <br />CARPET <br />4-4- <br />1/2 WALL <br />DR RAILING <br />DER SPECS <br />FLOOR G.T. <br />00 <br />ENTRY <br />8'-8" FLAT CLG <br />AFF <br />4'-i <br />Ax <br />(3) 2x4 #2 SPF <br />STUDS W/ (3) <br />16d NAILS AT <br />LANAI <br />8'-8" FLAT CLG. A.F.F. <br />9'-8" <br />I I <br />I I <br />I I <br />I of <br />� 6068 SGD � <br />kit <br />BF <br />rn <br />to <br />T <br />I <br />�10 <br />1�`011111111111 ou <br />�ll�Jli� <br />\: ��/ <br />h ��A' <br />wl■ ��� <br />' MNIM <br />......... ar <br />:, • • - <br />IW\ A <br />Q - • --• <br />1 <br />_ I <br />OF WALL TO FLOOR <br />- o _J <br />TRUSS ABOVE @ 16" O.C. <br />LU <br />- m <br />GARAGE <br />D: <br />-- I- LU . <br />8'-8" FLAT CLG. A. F. F. <br />- H J _J N <br />- LU <br />z5.LL <br />-- <br />= I <br />I <br />----------------------, <br />I <br />FLOOR G.T. _ <br />_ <br />■ <br />j <br />8"x16" CMU COLUMN j <br />I <br />W/ 6"x12" ABOVE <br />- <br />INTERGRATED INTO K <br />- I <br />WALL W/ (2) #5 TYP. @ S4 <br />- I <br />VERTICAL GARAGE <br />- <br />- - - - - - - - - - - - - - - - - - - - <br />1 70 OVERHEAD DOOR <br />O <br />1 <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />J <br />A <br />S3 <br />TYP. @ r <br />SINGLE <br />STORY <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <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 />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET OH SEE SN SHEET <br />1 Q Q 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 />20 X 26 <br />181 X 25 <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20X501 <br />18ZX50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 621 <br />S.H. <br />16 <br />20X72 <br />182X71 2 <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 381 <br />26 x 37 <br />S.H. <br />1 H4 <br />27 d X 50 <br />26 x 50 <br />S.H. <br />1 HS <br />27 J X 63 <br />26 X 621/2 <br />S.H. <br />1 H6 <br />27 i X 72 <br />26 X 71 112 <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 J <br />36 i 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 1 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 z 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 4 X 25 1 <br />S.H. <br />33 <br />54 X 381 <br />521 X 371 <br />S.H. <br />34 <br />54 X 50 1 <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 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 />H 1 <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 />e <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 - ELEV-A <br />SCALE: A"=V-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,gazge. <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 />MITI) 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 SAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE ! LIVING) <br />F; <br />U >< <br />N rl <br />Lo <br />C <br />tr. <br />- <br />.z <br />J, O 0 <br />C C, _, <br />= <br />� O <br />>j�y-W <br />\```,�\\\\i111Ulilfdih!!!�` <br />5?,o WN tji <br />\� <br />'�N S E •'''�I <br />elf <br />=U; �O �1l <br />FL��, <br />l�rll r n r�i\�\�`o <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within ftse <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 of dfe drawing pages bearing <br />Enginesrs signature and seal. <br />0 <br />1 <br />E <br />FW- <br />nLID <br />N �8 mpp <br />6 LL <br />Q <br />(0 <br />m- R J <br />Co <br />_ .to litLL W <br />W <br />r'nNrZ LLaa <br />'i 52 <br />� U. 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