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00 <br />O <br />00 <br />A <br />H.B. 7O <br />25-SH <br />_I <br />--------R&S- --- 4-SH <br />° EGRESS <br />OACPAD -1-- Mi' BEDROOM 2 <br />" FLAT <br />M O <br />W. 1. C • I 8 -OCARPET LG. <br />117777 <br />00 V-0" FLAT CLG. T M10C <br />CARPET A n0 00 <br />ih ;, <br />---------------- 2668 ,- ' <br />R&S I TIL <br />2668 -- <br />A ! <br />U) w <br />N w � ff 4068 B.F. N <br />�O FIBERGLASS =,N 8'-34 " T-8 <br />4 <br />SURR <br />OUND <br />it7 OUND <br />60" X 36" <br />SHOWER _ _ _ N <br />o------- R&S ----- ce) <br />A <br />S3 <br />TYP @ 1 STORY I 16" DEEP --- O O --- _� <br />PANTRY <br />8. <br />011 <br />OWNER'S �� T CLG. - RAG ! <br />I - - <br />� 1 <br />SUITE I co N <br />I N ! <br />im <br />8'-0" FLAT CLG. ! i9'-4' FLAT QLG. <br />0 <br />o CARPET s I s <br />o r=^ I 2' 6,_ ' 2- - <br />OA VJ - <br />N (4) 2x4 #2 SYP G 1LO 004 -r ! INK DIS t� <br />STUDS W/USP O S3 I I I <br />HTT4@ BASE I 1 I D.W.00 <br />100 <br />law- - -� o <br />N I loxr --- ---- -- �� iN M <br />5'-0" 15 G HLAN S N <br />S3 BOX @ 36" <br />A.F.F. -� <br />9'-0" I T-8" 2'-8" 4'-3" 6'-10" 3-7" <br />I <br />i I rzo <br />2.12 SLQPF. <br />CEILING <br />E C6 I I <br />I <br />10 O 0 �------------------------------------------ <br />CD <br />PATIO <br />// ' T FAMILY ROOM M <br />/ <br />4'-0" VAULT. CLG. CAFE <br />/ CARPET VAULT. CLG. <br />/ l 30'-0" CARPET <br />41. <br />/ N <br />/ a <br />OZ -I- <br />U) <br />NW NUJ <br />NU <br />S3 <br />35-SH <br />O <br />16' <br />59'.4" <br />O <br />25-SH <br />EGRESS I I <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />0'-4" <br />HALL <br />9'4' FLAT CLG. <br />ftiroffil <br />o A <br />FIBERGLASS 1 � I, I' I <br />SURROUND <br />�1i�1 •' ' � -i�I <br />2.3 <br />11'-101, N IT-O" <br />^Irk° <br />O <br />4'-1 1'-3" <br />8'-0" <br />^co <br />2668 N <br />K <br />2-CAR GAR <br />8'-0" FLAT CLG. <br />- - EDGE OF SLAB 2" - <br />BEYOND WALL <br />DRYER VENT <br />THRU ROOF <br />068 <br />I <br />B 40I <br />0o I <br />cn = <br />BEDROOM 4 I (rM O <br />8 -0 FLAT CLG. I w <br />CARPET -, -,,, <br />14 <br />20'-9" <br />ENTRY <br />8'-0" FLAT CLG. <br />111 4068 B.F. III <br />R&S <br />15'-0" <br />A <br />00 <br />in <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/ 112" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2600 PSI <br />e(2) <br />- 1 3/4" X 91/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. 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 />184X254 <br />S.H. <br />13 <br />20X38j <br />18�X37Jq <br />S.H. <br />14 <br />20 X 50 j <br />184X 50 <br />S.H. <br />15 <br />20X63 <br />184X62i <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X254 <br />S.H. <br />11-13 <br />27 1/4 X 38 j <br />26 x 371 <br />S.H. <br />11-14 <br />274X50i <br />26x50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1H6 <br />27}X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 7' X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 J X 50 <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 j <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 4 X 62 i <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 <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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <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 4Arich-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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic , crawl space or <br />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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />0 <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />) <br />+26.6 / -32.2 <br />OG <br />SEE SIN SHEET Ku 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 +34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <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 />FLUOR PLAN ELEV B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: %4'=1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />r ,�t�ttti�rly� <br />N <br />�. <br />F✓ <br />•_ <br />- /flE`A��a <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedflcations contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. 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