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J <br />a <br />C <br />-o <br />0 <br />J <br />00 <br />w <br />I <br />N <br />i <br />Q <br />C <br />v <br />x <br />00 <br />N <br />0 <br />0 <br />J <br />rn <br />00 <br />I <br />N <br />CL <br />c <br />N <br />a <br />O <br />N <br />O <br />E <br />1.2 <br />(D A O <br />H.B. S3 <br />EGRESS EGRESS <br />ih <br />� <br />AC PAD \\� I <br />�\ <br />\ \ I M�� <br />00 <br />A <br />S3 <br />TYP @1 <br />STORY <br />21'-2" <br />----- 00 --- b <br />36 - 36 <br />16" DEEP o_ <br />P NT Y XLLu <br />u <br />FLACCLG. <br />��t�fttE <br />< <br />2'-2rr 10'-4" <br />10r rr <br />00 <br />o <br />2'-4 <br />j FIBERGLASS ram, <br />I SURROUND <br />B <br />1 OTC <br />I <br />RANG <br />- <br />- <br />N <br />0 <br />o � \ <br />O I <br />o CAFE <br />o <br />'n VAULT. CLG. <br />PATIO CARPET <br />1 o <br />4'-0" - 11'-7389 <br />T p <br />N � <br />J <br />Q <br />J <br />V <br />7 <br />�- <br />I <br />i BEDROOM <br />_ 8'-0"CLG. <br />CARPET <br />1 <br />1 5068 B.F. <br />BEDROOM 3 <br />2 $'-o"cLG' <br />CARPET <br />b <br />5'-4" <br />I 7 <br />o <br />' <br />8- _ C G. <br />TILE <br />° <br />oo =o W <br />co c Z I �� `b e <br />14'-6" I 5' 4smi <br />Ci <br />I <br />BEDROOM 4 <br />8'-0"CLG. <br />CARPET <br />I <br />4068 B.F. <br />7-6" LM <br />U) <br />cow A <br />0 <br />MO <br />W <br />=1N <br />SI Kwl ISP <br />_ <br />TILE <br />r- <br />I <br />I <br />L <br />C=___________� <br />-� <br />D.W. I o <br />- - - J <br />o <br />- <br />- <br />- <br />------------------- <br />OPT <br />REF. <br />6-10" <br />4'-78,_8" <br />ir <br />23'-8" <br />2668 M <br />- - - - - - - <br />HDR AT 7'-4" <br />3'-10" 7'-8° , 0'-10$" i <br />r <br />2668 M <br />1t 100 <br />r <br />N <br />- - - - - R&S - - - - <br />E <br />° <br />I 7 �n I <br />; <br />, 6rr <br />=T <br />O� <br />N <br />A <br />S3 <br />TYP @ 1 STORY <br />2:12 VAULTED CLG. <br />hl <br />FAMILY RM <br />I <br />9'-4" CLG. <br />CARPET <br />CID <br />I <br />BERG <br />(3) 2x4 #2 SPF w/ <br />DTT2Z @BASE SURROUND <br />cv <br />21368 <br />R.A.G. <br />r` <br />AHU <br />T <br />o <br />SS Cni <br />_ <br />60"x36" _ <br />SHOWER <br />in <br />IO <br />i 3068 <br />i <br />I <br />ENTRY <br />8r -0rr CLG. <br />in <br />o <br />o <br />� <br />--� <br />19'-4' <br />CL <br />-I <br />1 <br />�1 <br />5'-118rr <br />r <br />(3) 2x4 #2 SPF w/ <br />K DTT2Z @ BASE <br />S3 <br />r----� <br />nN �I <br />IJX4'-0" <br />116 ¢ I <br />11 1 1 <br />1 11 I <br />I 11 <br />`_J_ � <br />�� <br />K <br />S3 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />20' O$' <br />CC D <br />S3 33 <br />--- <br />F- - - - - - - <br />1 1 NOTE: FINISHED <br />I WALLS TO BE <br />FLUSH. VERIFY IN <br />� FIELD. <br />1 <br />I 0 <br />I 1 Oo <br />j C, <br />I W <br />I > <br />I I Or <br />I x <br />I `° <br />1 <br />j <br />sy <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I gr, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />8r_ <br />„C <br />'G <br />$ <br />",1,N <br />- <br />TILE ^ <br />- - o <br />OPT. D <br />I <br />00 <br />00 G <br />S3 <br />17'-8rr <br />R&S <br />- _ _ _ - _ <br />HANSON <br />BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />THRU ROOF <br />2668 7'-8rr <br />=cn <br />5'-3-" <br />82' <br />3'�10" <br />1 <br />rr <br />T-Orr <br />it <br />Ocnw <br />'W <br />' N <br />T <br />1 <br />I <br />OWNER'S SUITE = <br />8 -0" CLG. oo <br />B _ <br />CARPET { <br />0 <br />-'- <br />�- <br />cz:, <br />W. <br />8'-0' CLG. <br />CARPET <br />2 <br />I <br />I <br />2 CAR GARAGE <br />s'-o" CLG. <br />2'-6" BUILDER TO <br />PROVIDE <br />O APPLIANCE <br />, . PROTECTION <br />N WHEN REQUIRED <br />PER FBC <br />' <br />I <br />I I <br />L T-----------OP <br />I <br />I <br />I <br />I <br />TYP @ <br />GARAGE <br />__(4INE OPENING <br />-0' <br />CL& <br />°'� <br />5-SH <br />6" DPPrT <br />0 <br />R&S - <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 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 91/4" <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />111 <br />S.H. <br />13 <br />20X38 <br />182X37J <br />S.H. <br />14 <br />20 X 50 <br />18 2 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 2 X 62 2 <br />S.H. <br />16 <br />20 X 72 <br />18 2 X 7171 <br />S.H. <br />1H2 <br />271/4X26 <br />26X252 <br />S.H. <br />1 H3 <br />27 1/4 X 381 <br />26 x 3711 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 JJ X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 2 X 37 314 <br />S.H. <br />24 <br />37JX50J <br />362X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37JJX72 <br />362X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />732 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />33 <br />54X38J <br />522X37J <br />S.H. <br />34 <br />54 X 501 <br />52 2 X 50 <br />S.H. <br />35 <br />54X63 <br />522x622 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 712 <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 />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET SN SHEET <br />j�llSEE <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 />WALL LEGEND <br />TYP. 2x FRAME WALL <br />A 1-1.134 BEARING WALL <br />S3 <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />55'-10" 8'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />65'-0" <br />AREA TABULATION "A1" (TRA) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />FLOOR PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <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-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 />��.0 c� <br />- < <br />�30. <br />t <br />E 1,.0 .• <br />�. <br />•.....• <br />�. ROFESStQ�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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