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TEMP BIR <br />SHOWER <br />ENCLOSU <br />ON CURB <br />I L2" 2, 9" Z,t� <br />IW�ffi1!Id1■ <br />INTERIOR UNITS <br />REINFORCE WALL <br />@ 36" A.F.F. <br />FOR POSSIBLE <br />WIRE SHELF <br />FLEX ROOM <br />SHOWER <br />REINFORCE WALL @ <br />GRAB BAR PER <br />ADAREO.� <br />17" TO 19" A.F.F. <br />F <br />0 0 0 6 o o o o O <br />FOR POSSIBLE <br />WALL HUNG <br />BENCH SEAT <br />o <br />PER ADA REQ. <br />WASHER DRYER <br />(OPTIONAL) (OPTIONAL) <br />2x6 BACKING <br />LAUNDRY <br />INTERIOR HOMES <br />SHOWER OPTION BATH 2 <br />ADA REQUIREMENTS - <br />BATH <br />❑0000❑ O <br />V YY <br />32 2'-0" 32 <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H 1 (2) - 2X6 #2 SYP W/ 1/2" <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.OE Fb=2950 <br />H6 (2) -1 3/4" X 9 1/4" <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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />(A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37.0 <br />�E <br />+26,6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET OH SEE SINSHEET <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 />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R302.5.1 through R302.5.3. <br />RAG FLITCH PLATE Bearing Wall Call Out When <br />Straps are Required R302.5.1 Opening Protection <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Openings from a private garage directly into a room used for <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND sleeping purposes shall not be permitted. Other openings between <br />REQUIRED STUDS 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 />WINDOW SCHEDULE doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />R.O. CMU <br />R.O. FRAME <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />SIZE <br />(Flange) <br />(Fin) <br />TYPE <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 />12 <br />20 X 26 <br />X 25 18 <br />2 � <br />S.H. <br />13 <br />20 X 381 <br />18 2 X 37 <br />S.H. <br />a <br />R302.5.3 Other Penetrations <br />14 <br />20 X 50 s <br />18 2 X 50 <br />S.H. <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 />15 <br />20X63 <br />1g2X622 <br />S. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <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 />1 H3 <br />27 1/4 X 38 2 <br />26 x 371 <br />S•H• <br />The wall separation provisions of Table R302.6 shall not apply to <br />1 H4 <br />27 J X 50 s <br />26 x 50 <br />S.H. <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />iH5 <br />27JX63 <br />26X621/2 <br />S.H. <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <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 />22 <br />37 a X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 X 38 <br />36 2 X 37 3/4 <br />S.H. <br />$ <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />24 <br />37 a X 50 <br />36 2 X 50 <br />S.H. <br />a <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 />25 <br />37 Ja X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />362X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />732 WIDE <br />S.H. <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 />32 <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />other surface below on the exterior of the building, the operable' <br />window shall comply with one of the following: 1. Operable <br />33 <br />54 X 38 s <br />522 X 37 J <br />S.H. <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 />34 <br />54 X 50 a <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />522 x 62 2 <br />S H' <br />3. Operable windows that are provided with window opening <br />36 <br />54 X 72 <br />522 X 712 <br />S.H. <br />control devices that comply with Section R312.2.2. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />Chapter 45 Private Swimming Pools <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />Outdoor swimming pools shall be provided with a barrier <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 />WALL LEGEND <br />� MENNESEEMI 9'-4" TOP OF MASONRY WALL <br />i • OF MASONRY WALL <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 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 R-VALUE / TYPE <br />EXT CONC 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 EAVE) <br />UNIT 1397 -FLOOR PLAN GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE /LIVING) <br />SCALE:Y4'=V-0" n G.C. TO COORDINATE PLUMBING TO AVOID <br />/-1 CONFLICT WITH STRUCTURAL WD. COL. <br />N <br />0 <br />N - <br />c <br />00 o <br />C,4 <br />> W <br />• � m X <br />a <br />N y O f0 <br />d <br />a, <br />E � c <br />v; Q <br />co <br />L <br />fN G -� <br />C <br />� o <br />a U <br />0 <br />a. <br />�'•ti a•S �•b�•aa� S E s <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 />9) <br />W E <br />0 <br />a 8 <br />O N <br />� <br />ci N o C r <br />00 y <br />C Y � m <br />U-) <br />N U) <br />N � M v " <br />Q C J <br />W <br />_J -a <br />Z — -O 2 Y <br />L (6 O O <br />W 7 '@ N 9 <br />W <br />oar <br />W U)°' °' m <br />a � <br />Z U) coIL <br />z N OU o <br />W 00 <br />V M <br />Z N M <br />o <br />z <br />QNQ <br />Z O Q <br />r` <br />M <br />N Z <br />(D_ a <br />4-1 c/7 a <br />(� w = <br />V° <br />O c g <br />V) <br />Laos <br />�N .. <br />c6U) <br />C-J <br />_ Ei <br />U 6 <br />r~ U) <br />0 <br />m <br />N <br />II� <br />Z <br />M <br />zo 3 <br />J <br />LL <br />53c <br />¢N <br />Q O <br />E U <br />Wo <br />z® <br />oa <br />H <br />x <br />00 <br />z <br />O ro <br />w �z <br />O K <br />Q <br />w z <br />(V <br />W L <br />o <br />G o <br />m <br />rz <br />Vi <br />Q <br />o� <br />0 <br />zF <br /><z <br />O <br />Q > <br />rn W <br />W <br />wLL <br />I F <br />Qa <br />o <br />�o <br />a <br />v <br />zla <br />v 3 <br />0 CV <br />> LO <br />Cn <br />o <br />m <br />0 <br />o <br />cc <br />LO <br />0 0 <br />N <br />f <br />r C <br />Q <br />0 <br />M <br />0 <br />� <br />d <br />Q <br />07 U <br />0 <br />60 <br />Ch EL <br />CD <br />m <br />+-� <br />O N <br />LO <br />00 NO <br />�—. <br />r ` <br />N <br />o <br />07 <br /><( N rn Lo <br />III <br />0000 <br />r <br />E <br />Co <br />E <br />CM �; <br />Z <br />z <br />:3 <br />E <br />io <br />Co <br />a <br />E <br />O -O <br />U � a¢ p� <br />C <br />_J <br />JOB NO: 22-09484-09479 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />-- <br />