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I <br />J <br />m <br />r- <br />LO <br />1741 <br />TYP @ 1 <br />CORNERS D2 <br />U.N.O. <br />R&S <br />r------ <br />I <br />---1 <br />I <br />J <br />S6 <br />EGRESS <br />O <br />cc <br />FIBERGLASS <br />SURROUNB <br />I <br />TYP @ 2 STORY <br />_ <br />P <br />I W.I.C. <br />I <br />I <br />1 <br />BEDROOM <br />4 <br />1LO-U) <br />`° <br />�, <br />3 <br />I <br />18'-0 FLAT CL <br />v�l <br />7'-1 z" - <br />1 <br />1 <br />I U) <br />o <br />- <br />8'-0" FLAT CLG. <br />CARPET <br />ROOF G.T. <br />13'-0" - - <br />- <br />N <br />BEDROOM 3 <br />8'-0" FLAT CLG.=O <br />CARPET Q <br />_ _ O <br />- 11'-8" W <br />H1D2 <br />D2U)1I <br />m <br />o <br />TIL <br />- <br />LID <br />2 <br />I <br />1 <br />TYP @ 2 STORY <br />J <br />S6 <br />ao <br />(0 <br />N <br />o <br />- <br />_ <br />T <br />0 <br />O <br />i" <br />o <br />4068 B.F. <br />N <br />N <br />=w w Li <br />v)p z Ao <br />L'_ --i o0 <br />-- N o0 <br />io <br />6'-1 5'-4" 2 <br />iv <br />2'_3' iq <br />2668 <br />� 2668 <br />`~ <br />4068 B.F. LM <br />- - - - - - - - - - - - - <br />60"X36" <br />SHOWER <br />FIBERGLA <br />SUROOUN <br />4'-0" <br />3 <br />Sim'D2 <br />w/ (5) STUDS <br />_ _ _ <br />--- R&S -- <br />5' <br />101, <br />_ <br />co <br />:- <br />1 <br />13'-72 <br />M <br />° <br />co <br />"AH <br />w <br />BEDROOM 2 OW <br />6 <br />H1 D2 <br />CL <br />u" <br />000 w <br />co Co 1U)W <br />6o <br />to <br />rn 1 ATTICI2 I I <br />�I a I'I �I - <br />10 L---3 xsl cm <br />c I 00 in <br />1 o <br />I TIE I <br />I I <br />e 1 <br />N <br />o <br />8'-0" FLAT CLG. <br />CARPET <br />_ <br />-_-_-, - <br />I I <br />- <br />I <br />q <br />LA <br />24 8 <br />8' 0' <br />p <br />O <br />,_92-1„ <br />2'4" <br />miN <br />2868LO <br />6-10' 5'4" 2'-6" <br />I � <br />I <br />r <br />I <br />- J_ _ J <br />FN <br />3,_821„ <br />16'-8" in <br />4,_02-"„ L. 3_721" <br />OWNER'S <br />SUITE <br />ti <br />R.A.G. <br />6 <br />LOFT <br />i5 = <br />_= <br />H3 <br />O D2 = <br />CO <br />co <br />Q � <br />8 -0 FLAT CLG. <br />CARPET <br />"' <br />ROOF G.T. <br />I <br />I <br />I I =- <br />rh" <br />8'-0" FLAT CLG. <br />CARPET <br />0 <br />= <br />N <br />H3 6 <br />D2 <br />14 <br />13 <br />- - <br />- - <br />M <br />11 z <br />10 <br />' <br />TYP @ 2 STORY <br />J <br />S6 <br />I= <br />I Q <br />1 1= <br />II <br />TYP @ 2 STORY <br />S6 <br />o <br />fD <br />9 <br />1 2 <br />I <br />I <br />I <br />I <br />4 5 6 7 <br />I I I I <br />1 I I I <br />I I I I <br />I I 1 1 <br />- <br />8 <br />I <br />I= <br />I <br />1 <br />J_ <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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=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 />R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See.Plan for <br />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 />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />' IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />'" WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT'* <br />SEE C/S6 WALL SCHEDULE <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 4 X 25 <br />S.H. <br />13 <br />20X38j <br />184X37i <br />S.H. <br />14 <br />20 X 50 j <br />18 } X 50 <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 4 X 714 <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />27 1/4 X 38 <br />26 x 371 <br />S.H. <br />1 H4 <br />27 j X 50 <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />iH6 <br />27jX72 <br />26X711/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />371 X 38 j <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 1 X 50 j <br />36 4 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 />734 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 4 X 37 <br />S.H. <br />34 <br />54 X 501 <br />524 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 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 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 />OD <br />+28.3 / -36.4 <br />O <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />O <br />SEE SN SHEET O 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 />11111111111111110 � • . i 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 "13111 <br />1ST FLOOR LIVING AREA <br />1093 <br />2ND FLOOR LIVING AREA <br />1489 <br />LIVING TOTAL <br />2582 <br />GARAGE <br />427 <br />FRONT ENTRY <br />35 <br />TOTAL AREA <br />3044 <br />INSULATION REQ. <br />LOCATION I 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 />SECOND <br />FLOOR <br />PLAN <br />- <br />B <br />EXT FRAME 2 x 6 <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT SAVE) <br />I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: %4"=1 r-O" (GARAGE / LIVING) <br />IU l; <br />L, <br />Z c-) <br />- o <br />z <br />z <br />r <br />Z <br />N <br />4--J w <br />(113 M <br />�U - <br />Ow <br />c <br />_ <br />o <br />r- <br />U <br />�C, <br />CO N <br />W <br />N co <br />NO <br />N <br />U 5'' <br />O O <br />" o <br />Che <br />0 <br />no <br />¢� <br />co <br />��� <br />rn Q d <br />B D. <br />`� <br />•JI P <br />N D <br />• w � <br />v W t z <br />0 <br />fA Z W � z <br />c -] <br />lIX's LL O .O <br />W <br />Z 1 4 FNiT"f�`f% co <br />J • r � U` U <br />••� <br />iwWlb• +NG..cIS ) <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 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. LennarTampa,com <br />oz <br />Z d <br />f� <br />w¢°dEL <br />Uz80 <br />z <br />�o�z <br />rb <br />NN <br />II L <br />O L <br />L <br />� <br />zz <br />>o <br />ti <br />z z <br />ICy <br />,;/ <br />Ii..L <br />+ <br />\ <br />O <br />C: <br />L <br />3 <br />I.i.. <br />Q <br />o <br />J W <br />U <br />= <br />k <br />N <br />.9 <br />y8 2E <br />ist <br />r-0.0� <br />N <br />z <br />u�<d <br />CdpiO <br />{wuCC <br />Z <br />Z o <br />D <br />Z <br />W <br />ri <br />III <br />d I? <br />W <br />Q <br />Z <br />��w< <br />o <br />QZ <br />,-a <br />Z <br />Z <br />DNS <br />�0 <br />m <br />Ck <br />gLn <br />LU <br />LU <br />o <br />o <br />SCALE : AS NOTED <br />DATE : 4/12/2019 <br />TECH: JBERCHAL <br />VERSION NO 5al <br />SHEET NO. <br />1.1 <br />