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00 <br />M <br />N <br />TYP @ 1 STORY <br />A <br />S3 <br />EMi1111 <br />PATIO <br />6 <br />O <br />-1 <br />O CID <br />0 <br />5-1 <br />A <br />S3 <br />OWNER'S SUITE <br />8'-0" CLG. <br />CARPET <br />I N <br />(3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE <br />I <br />I410,11 <br />1 <br />I <br />I <br />L i <br />r <br />C71 <br />' FAMILY RM <br />2:12 VAULTED CLG. <br />9'-4" CLG. <br />to CARPET <br />I I <br />1 23'-8" <br />i <br />I <br />I I <br />1 <br />I <br />I <br />11'-7$" 1 6'- <br />I i <br />55'-1 <br />H. <br />1'-7" I, T-7" <br />3" <br />1. <br />5-SH R&S BUILDER TO 1----------- <br />6DP -- - - -- - - -- T <br />O 36 O " cq F <br />. N PROVIDE I I <br />INE W HAPPLIANCE TYP 0 PROTECTIONtD <br />I I I K GARG E <br />2'-6" WHEN REQUIRED I I I S4 OPENING <br />B - W.I,C, I PER FBC I I I I <br />� TIE CARPET M'�oa <br />I I I I <br />T 2 CAR GARAGE <br />8'-0" CLG. I I <br />T-8" 20'48"1.I7$ .I <br />2668 SIII I OppM0O <br />HANSON <br />o " EDGE OF SLAB 2"BOX 36EYOND WALL <br />A.F.F.... W <br />Cz <br />60"x36" DRYER VENT w <br />N SHOWER HRU ROO > O <br />2 x <br />RROU D SFIBERGL SS "" ° <br />IIIIIIII IIIIIIII <br />r <br />T <br />I I I <br />PT W OPT. D <br />I/x U cal NOTE: FINISHED <br />i <br />N I I <br />u= Q �I WALLS TO BE I I <br />T AHU L J I FLUSH. VERIFY IN I I <br />I I FIELD. <br />TILE I I <br />----- - - - - - <br />K CC D u? <br />S3 (3) 2x4 #2 SPF w/ S3 <br />R.A.G. G.T. <br />8 _ <br />8 DTT2Z @BASE T <br />3068 I I <br />9'-4' cL A I I ENTRY <br />LO T-10" T-8" 10'-10$' LO , 6„ 7 O _3" 1 I 8'-0" CLG. `1 <br />I I <br />-- <br />R&S - 2668 <br />4'-4'-7---- 8-8' ------ N 5'4" <br />5068 B F <br />i <br />O'' <br />RBEDROOM <br />2 <br />CAFE <br />,� o <br />______________ <br />- <br />F---�o <br />dF <br />8'-0"CLG. <br />VAULT. CLG. <br />� <br />N <br />D.W. <br />CO <br />CARPET <br />CARPET <br />.- Q <br />'L -- J <br />e .3> <br />U <br />SIK/ISP21'-2" <br />2'- <br />" <br />10'-4" <br />H.B. <br />36 L, -) -4: 36 <br />NT Y <br />81-0 MW <br />Lu <br />:LAT L ,fin t <br />5-SH <br />16" DEEP <br />25-SH <br />EGRESS <br />O <br />S3 <br />• <br />• <br />4068 B.F. <br />fir►'BEDR80M <br />%V� <br />4 <br />L�M� <br />' <br />' ' <br />6d <br />• , <br />��■■�� <br />STORY <br />_RGLASS <br />S ROUND <br />25-SH <br />EGRESS <br />O <br />19'-6" <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 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 11 114 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/ 112" <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 />20X38 <br />18 X37 <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 z <br />S.H. <br />16 <br />20X72 <br />184X71 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <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 />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 112 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37JX50J <br />364X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 J 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 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 i <br />S.H. <br />34 <br />54 X 50 J <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 621 <br />S.H. <br />36 <br />54 X 72 <br />524 X 714 <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 />aTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 Table 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 />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 />QA <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 />OE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />EE SN SHEET HO SEE SN SHEET <br />ONOTE: <br />1PH <br />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 />MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION 11131" (TRB) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA <br />2376 I <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 />FLOOR PLAN - ELEV-B1 EXT FRAME 2 x 6 R-1KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: %4'=1 '-O° (GARAGE / LIVING) <br />V-1 <br />n <br />1A0W7 <br />SE <br /><Z A <br />•i <br />�i. <br />N <br />J� <br />e`e <br />r <br />�Gr. <br />, C; 0? <br />F L <br />yr <br />•,`� <br />rfs � eaesea ee <br />flf�'i F?OFESSt�� <br />(till 4l` <br />t� <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 <br />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 />U <br />W <br />a <br />h <br />E co <br />o M8 <br />p N N OO J <br />N F ry <br />O a)oD �j J <br />C <br />N <br />, <br />j co ai it , W <br />U)F- �a -w a <br />a <br />13 <br />No (L - <br />N LL LL 5 a. W <br />J O <br />'0 <br />Z <br />=mom <br />a <br />C, - <br />�.0 P <br />@NOJ O <br />W <br />pjO' <br />Z <br />IL <br />a <br />co cl) Z - O <br />Z <br />< U N <br />W <br />U <br />oID <br />�o ID <br />zz "(D <br />z � � <br />Q <br />J <br />tLo <br />Lo <br />WV) <br />M <br />z <br />o o <br />0 <br />j� <br />4--J <br />(� <br />w m <br />U <br />o <br />w o <br />Ln <br />ram- c'n <br />v <br />min <br />e <br />o <br />r. 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