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a <br />00 <br />M <br />LO <br />v <br />Cr <br />0 <br />0 <br />O <br />J <br />N <br />0 <br />I <br />Q <br />03 <br />0 <br />14*3 <br />LO <br />i <br />v <br />to <br />a <br />CD <br />M <br />0 <br />0 <br />J <br />rn <br />N <br />0 <br />I <br />Ln <br />L0 <br />0 <br />C� <br />c <br />Q <br />N <br />N <br />Ca <br />O <br />N <br />i <br />L <br />a <br />i <br />ti <br />0 <br />UI <br />y <br />a <br />.a <br />i <br />z <br />y <br />I <br />Y <br />O <br />O <br />J <br />N <br />M <br />CV <br />0 <br />0 <br />a <br />N <br />N <br />M <br />N <br />0 <br />0 <br />0 <br />m <br />v' <br />cn <br />50'-0" <br />J <br />TYP @ 2 STORY S6 <br />H.B. <br />+42" SLOPING <br />AC PAD UPHALF <br />WALL <br />S3 <br />`' <br />GG <br />S6 <br />ItS3 <br />19 <br />TYP @ 2 STORY <br />--- <br />60 <br />-----8 <br />`t <br />- - <br />60 <br />1 112- <br />7 <br />I - - <br />o <br />rnLID O <br />co <br />■ <br />-----6 <br />---- <br />m <br />4 <br />- --5 <br />FAMILY RM <br />34"X34"P.L.1.8E <br />5 <br />FLEX <br />SIM SYP#2POST w/ <br />SIMPSON ABU44 OR USP <br />_ _ <br />_ <br />_4 <br />16 <br />PAU44 w/ 5/8" A.T.R. EPDXY <br />/ MIN. E) BEDMENT <br />= <br />8'-8" FLAT CLG. f� <br />8'-8" FLAT CLG. <br />_ = <br />_ -STOOPE R. <br />M <br />CARPET <br />CARPET <br />P. <br />TYP. 2 COL. <br />N <br />N <br />? <br />-- <br />-- <br />r III <br />2 <br />GG <br />19 <br />r- <br />N <br />j' <br />S3 <br />Tri <br />■ <br />+42"SLOPING / <br />2 I <br />SGd, <br />--------- -f--- <br />HDR AT 7'-4" <br />`? <br />N <br />19'-101" <br />HALF WALL <br />T-4' <br />3 td <br />4, 11 <br />2 <br />-- -- <br />6'-0" 4 -5" <br />6' 0" <br />I <br />2'-0' <br />rN <br />_. <br />11 <br />Cj31 <br />~ <br />�' <br />I <br />� O I <br />`t <br />v <br />co <br />6'-10" 4'-2" 2'-3" 0 <br />FOYER - ENTRY <br />0� <br />3068 <br />8'-8" FLAT CLG. <br />8'-8" FLAT CLG. I <br />N <br />r= s-- ------ter �- I io <br />N <br />■ <br />1 I N <br />D.W. j O I I W.H. <br />K F <br />S3 S4 <br />0 <br />N o0 <br />M I O <br />L----�� 2'-6" <br />- - - - - - - - - - - <br />:- <br />1 <br />o <br />I <br />S NK I DIS I� i I <br />I <br />NOTE: FINISHED <br />I I <br />WALLS TO BE FLUSH. <br />CMU COLUMN BASE <br />0 <br />E <br />BUILDER TO PROVIDE <br />-- I APPLIANCE <br />I I <br />VERIFY IN FIELD. <br />I I <br />w/ 4 SIDED TAPERE <br />WOOD COLUMN, <br />D <br />r� o <br />264" <br />PROTECTION WHEN <br />I I <br />21'-8"LO <br />SEE 1/3.1 (TYP.) <br />51& CAFE rn <br />8" <br />I- <br />14',0 <br />g 8 <br />A CLCa' <br />I <br />� <br />i <br />REQUIRED PER FB <br />II <br />II <br />II <br />PATIO <br />FLAT <br />8 BCARPETLG <br />j <br />■ <br />+ <br />RANGE <br />I <br />I <br />I <br />- <br />4'-0" <br />I <br />Co <br />I <br />I <br />I <br />I <br />I <br />I <br />H1 <br />---- --- <br />O O: <br />I <br />I <br />I p <br />i O <br />I <br />I <br />I <br />I <br />�' <br />2668 <br />3 "X3 " P.L. 1.8E 77T <br />S3 <br />a <br />uJ <br />I <br />I <br />o <br />J <br />LE-�_-- <br />EDGE OF SLAB 2" <br />I <br />- - <br />;� <br />S6 <br />BEYOND WALL <br />w <br />I > <br />I <br />I <br />b <br />N <br />TYP @ 2 STORY <br />PLUMBLU <br />STACK M <br />x6 WALL <br />2 <br />I O <br />CAR GARAGE <br />1 <br />1 1] <br />N <br />H1 <br />BEDROOM 6 <br />8 -8" FLAT CLG. <br />'I <br />m <br />' <br />o <br />6SC <br />zco <br />8'-8" FLAT CLG. GG <br />l' <br />IOz <br />1 <br />_ N <br />CARPET S3 <br />I <br />1 <br />LL <br />1 10 <br />0 <br />2X6 <br />L <br />I <br />I <br />I l w <br />PLUMBING <br />STACK <br />I I <br />�" I 2' <br />11'-4" <br />: <br />T <br />1�� <br />- <br />w <br />w <br />21'-01" 1 <br />2 <br />1 <br />I <br />1 1z <br />I <br />-- LL .= N <br />m <br />T) CI- <br />T LE r <br />I <br />It <br />L ------------ <br />i <br />-1 <br />ors I oo 'n <br />0o FIBERGLASS 0 <br />L <br />D <br />K <br />VERIFY LOCATION S4 TYP. <br />I <br />I <br />I <br />Ib <br />N SURROUI <br />5-SH 16" DEEP <br />S3ND <br />ELECTRICAL PANEL <br />co <br />EGRESS <br />I <br />16 4' <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />H2 <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 />(2) - 1 3/4" X 9 1/4" <br />H6 <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX254 <br />S.H. <br />13 <br />20X38g <br />184X37J <br />S.H. <br />14 <br />20X501 <br />18JX50 <br />S.H. <br />15 <br />20X63 <br />187'X624 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 J <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 />26x3711 <br />S.H. <br />1 H4 <br />27 J X 50 s <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1 H 6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 7 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 4 X 50 <br />S. H. <br />25 <br />37JX63 <br />367X621/2 <br />S.H. <br />26 <br />37 J4 X 72 <br />36 4 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 J <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 7' X 50 <br />S.H. <br />35 <br />54 X 63 <br />5271 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 />N/A <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 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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />�C <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 />OG <br />SEE SN SHEET HC� 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 />+29.7 / -39.7 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />25-SH MT!!!TM H.B. INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />J P <br />VERIFY ME R 3'0" ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />LOCATION WITH REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />TYP @ 2 STORY <br />\_( <br />BUILDER SYSTEM <br />31'-8" <br />2'-0" <br />AREA TABULATION "A1" <br />1ST FLOOR LIVING AREA 1324 <br />2ND FLOOR LIVING AREA <br />1768 <br />LIVING TOTAL 3092 <br />GARAGE 496 <br />FRONT ENTRY 55 <br />TOTAL AREA 3643 <br />INSULATION REQ. <br />FIRST FLOOR PLAN - ELEV-A <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-13 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: %4"=V-0" (GARAGE / LIVING) <br />cma <br />®0 <br />O <br />LO <br />r ); <br />Q <br />Cz =' <br />7_1 .- <br />r <br />u 0 ®` <br />yam+ � � •� <br />¢ o <br />CL w <br />CV <br />0 <br />N <br />M <br />N <br />N <br />_ 0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />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 />a. W <br />a <br />o <br />v <br />E co CD ° I" <br />N N m N J <br />0) <br />N <br />N u EL Y <br />�i <br />a <br />ni <br />@ LL d W <br />5 <br />Z <br />J a'O <br />oW <br />y� <br />Leo <br />7 N N CO D! 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