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CLG' <br />K <br />LO <br />CARPET I <br />16'-52' I <br />8'-3„ <br />S3 <br />5'-104" 6.8. <br />I I <br />3068 <br />6" <br />_6 <br />(4) 2x4 #2 SYP STUDS FOYER <br />O 1 I <br />I C'? <br />q <br />`r' <br />I "' <br />W/ USP HTT4 @ BASE <br />I <br />TILE <br />+4�-01 <br />9'-6" CLG.5'-8' <br />10" <br />H _ AT 7'=4'_ <br />I o <br />- - - - - - R&S - - - - <br />-�---- <br />R&S =a Z <br />----------- rn° w <br />B. <br />. <br />° <br />----- R&S ------ <br />c> <br />TYP 1 STORY <br />@ <br />W.I.C. <br />LID Co 166 <br />R&S N <br />A <br />S3 <br />1(4) 2x4 #2 SYP STUDS _ <br />I W/ USP HTT4 <br />00 <br />N AHU �� , <br />8 -0 CLG. <br />4068 B.F. <br />4068 B.F. <br />TYP @ 1 STORY <br />c <br />2668 <br />@BASE <br />I U) <br />CARPET ,) <br />I <br />r�l <br />2668 <br />A _ <br />OWNER'S <br />$'-2" � <br />$'-o' 2'-4" 4'-2" <br />T-74" <br />4 <br />8.-o-" <br />4 <br />S3 <br />' <br />- <br />BEDROOM <br />M <br />SUITE <br />°° <br />' <br />I <br />' " <br />AN <br />8'-0" CLG. <br />5-SH o <br />16" DEEP �' <br />8 -0 CLG. <br />CARPET <br />BEDROOM 2 <br />= <br />A cn <br />O <br />CARPET <br />LIN N C <br />R o <br />8'-0" CLG. <br />� <br />i <br />-- <br />"4 "' <br />N r <br />, <br />CARPETL <br />c=n O <br />oil <br />60"x36" <br />f^ <br />LID <br />N <br />E� <br />SHOWER <br />�A <br />TI E <br />- <br />15'-Oq" F_ <br />8�-52' <br />TILE <br />�0' in <br />10'-4" <br />2 <br />5 3 ' <br />10'-5" <br />01 <br />r` <br />I BERGLAS T <br />00 <br />AC PAD <br />31 <br />o o <br />0URROUN <br />P FIBERGLASS <br />_C61 URROUND iv <br />I <br />TYP @ 1 STORY <br />S3 <br />25-SH <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=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <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 />18JX254 <br />S.H. <br />13 <br />20X38� <br />18�X37�q <br />S.H. <br />14 <br />20X50j <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 i <br />S.H. <br />16 <br />20 X 72 <br />18 j X 714 <br />S.H. <br />32 <br />27 1/4 X 26 <br />26 X 25 } <br />S.H. <br />j 33 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />434 <br />27 j X 501 <br />N/A <br />S.H. <br />4 33 <br />N/A <br />26 x 37 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />j 35 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />�36 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />364X251/2 <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 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 <br />WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 � X 25 � <br />S.H. <br />33 <br />54 X 38 j <br />52 � X 37 j <br />S.H. <br />34 <br />54 X 501 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 # <br />S.H. <br />36 <br />54 X 72 <br />52 j 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. 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 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, 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 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 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />(D <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET OH 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 />f7+34.0 / -44.8 <br />WALL LEGEND <br />MASONRY • • i <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 f1B1ff <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 !, <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC 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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />( <br />z co <br />- o <br />z <br />Q <br />(� CU <br />Qj <br />�-� w <br />p <br />bO w <br />0� <br />F <br />E�p <br />�V) <br />m N <br />W E <br />8 <br />MM M <br />m -0 <br />_ <br />Cn <br />O _0 0 <br />U <br />5"CO <br />ca <br />ioo <br /><C rnvn <br />v <br />a) Q o <br />A 1 <br />MD. <br />N.C.B.D.0 <br />., <br />N N <br />to O M n b <br />ooN <br />Z LY M N W Z z <br />ap � w <br />LI - i N ° w <br />L� a <br />V �LLo � <br />L <br />�`9¢_ C <br />W 10z <br />0 <br />m c 0.�1 <br />¢ � <br />Nef <br />�� 2 <br />LL Z <br />W a�r NtQ�eeepgf a <br />d)�J� v O <br />"t. S�N�OM �� O ❑ <br />20 <br />0 <br />No <br />b° <br />01FlE <br />e, >' <br />1 tt <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 2017 Florida Building Code - <br />Residential 6th 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 />L <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />2 <br />V) <br />�o <br />2 ¢a <br />f <br />4 <br />Lu <br />UZOO <br />z.Z <br />z <br />W <br />W W <br />oLu <br />-J <br />m�o <br />zz <br />L <br />Q] <br />r0 <br />U <br />/` <br />f Z <br />Z <br />pC <br />�\ <br />CL <br />0 <br />� <br />CL <br />L <br />Z <br />J <br />Cl) <br />W <br />ul <br />oho <br />) <br />Y <br />z¢Z <br />a <� <br />Z <br />Z <br />,--� <br />25 2 <br />a Co= <br />J <br />LU <br />W <br />L <br />{ ¢ W U <br />Y V <br />a <br />N <br />Q <br />z <br />W¢z <br />MJ)0 <br />0 <br />m <br />00 <br />Z <br />2 <br />�f <br />� <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />1.0 <br />