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TEMP BIR <br />SHOWER <br />ENCLOSU <br />ON CURB <br />2" 2' 9" 4 <br />KITCHEN - <br />INTERIOR UNITS <br />REINFORCE WALL <br />@ 36" A.F.F. <br />FOR POSSIBLE <br />WIRE. SHELF <br />FLEX ROOM <br />SHOWER <br />GRAB BAR PER <br />ADA REQ. —� <br />REINFORCE WALL @ <br />0 0 0 ® o 0 0 0 <br />17"TO 19" A.F.F. <br />FOR POSSIBLE <br />WALL HUNG <br />BENCH SEATo <br />PER ADA REQ. <br />WASHER DRYER <br />(OPTIONAL) (OPTIONAL) <br />2x6 BACKING <br />Z( L LAUNDRY <br />INTERIOR HOMES <br />SHOWER OPTION BATH 2 <br />ADA REQUIREMENTS - <br />BATH <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H 1 (2) - 2X6 #2 SYP W/ 112" <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W./ 1/2" <br />FLITCH PLATE <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 (2) - 1 3/4" X 9 114" <br />LVL 2.0E Fb=2950 <br />H7 (2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 (2) -1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />RAG FLITCH PLATE 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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25J <br />S.H. <br />13 <br />20X38J <br />184X37q <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18aX62J <br />S.H. <br />16 <br />20 X 72 <br />18 X 714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11-13 <br />271/4X38J <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-I6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 a X 26 <br />36 z X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 s <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />374X50$ <br />36JX50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 112 <br />S.H. <br />26 <br />37JJX72 <br />36JX711/2 <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 z X 25 z <br />S.H. <br />33 <br />54 X 38 $ <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 $ <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 X 71 J <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 />UNIT 1397 — FLOOR PLAN <br />SCALE: y4'=T-O" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />�A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />�G <br />SEE SN SHEET OH 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 />1 +29.7 / -39.7 <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, or20-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 classi 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 />9'-4" TOP OF MASONRY WALL <br />10'-8" TOP OF MASONRY WALL <br />i • • OF • <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY ANDi REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />LIVING AREA <br />1400 S.F. <br />GARAGE <br />241 S.F. <br />LANAI <br />101 S.F. <br />ENTRY <br />21 S.F. <br />TOTAL SQ. FT. <br />1763 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC 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 />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />0 <br />�• p W <br />c esr�� <br />-a � a•c <br />. <br />w <br />vY a ® ra <br />w <br />a a <br />ao a <br />I a <br />E <br />o'.o <br />o. 'w <br />e•.�•NSE••• ": <br />21 <br />40 <br />4 • �p <br />s: <br />_ <br />X. s <br />r`• fir. -•.. •, <br />..� <br />`' <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W �� <br />O M 8 <br />,F <br />V 0 <br />0 y N <br />W N <br />tll C') V <br />Q C J 25z u- <br />JLLr> 5 a <br />— o a Y <br />Z m c rn <br />= 9 0 <br />a - � o <br />� <br />W <br />� cj m w <br />J <br />Z L0 N Z Q <br />L <br />a N O U � a <br />Z <br />W <br />M � <br />Z N M <br />O 00 <br />z o � <br />Q � <br />N <br />N z <br />� <br />/T LL <br />'-d1 <br />p a <br />awo <br />V) c <br />0 <br />LU <br />TAN" <br />J <br />_ E <br />8 <br />I <br />c <br />U) m <br />—® <br />o <br />co <br />co <br />�W <br />co <br />co <br />¢ <br />o <br />Z <br />< <br />Q E <br />o <br />Wo <br />aN <br />z® <br />oa <br />f� <br />R0 <br />a ¢ <br />00 <br />0 U <br />O <br />O <br />N <br />wo <br />Ga <br />a <br />Wz <br />W <br />4% L <br />M <br />C <br />_ <br />Z <br />Y <br />U <br />y <br />2 <br />10 <br />oz <br />Z H <br />Z <br />J <br />ro <br />¢" <br />Q W <br />�z <br />cq <br />N <br />g3 <br />o� <br />o9 <br />go <br />a <br />W <br />U <br />o <br />aQ <br />}o <br />a <br />r <br />v <br />zIa <br />o 3 <br />2N <br />0 <br />.L <br />>LO <br />� <br />a; <br />m <br />O <br />O <br />> <br />0 <br />IL O <br />r <br />� <br />N r <br />cc O <br />o <br />M <br />Q <br />r <br />EY Q <br />.d- <br />o o <br />� -9 0 <br />0-400 <br />O <br />h <br />O N <br />Ln <br />O <br />a o <br />—0 <br />C <br />—0 CF) N <br />a <br />r 2- r <br />T_ <br />C6 <br />4 <br />r <br />a) <br />E <br />2 <br />E <br />= N N <br />o <br />Z <br />z <br />E <br />M <br />m <br />d <br />E w <br />U J Q p <br />c <br />� <br />JOB <br />NO: 22-08393-08388 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />