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TYP. @ 64" 20'4" 8'-7" 12'-0" 2'-10" <br />CORNERS 3 SIM 3 SIM <br />,R\, <br />6D2662 6 B <br />20 H2 D2 W/ (1 MSTAM36 2O H1 D2 20 H1 D2 W/ (1 MSTAM36 D2 H1 25-SH <br />EGRESS BASE TEMP. EGRESS BASE EGRESS <br />R&S <br />IF <br />(3)2X4#2 <br />SPF STUDS <br />- - - - - <br />f <br />I <br />BEDROO 4 <br />j r -A- -1 I <br />I I 11 I <br />o <br />' <br />_ <br />_ <br />"MU <br />8 -0 CLG. <br />CARPET I <br />_ <br />j ¢; <br />- <br />MASTE <br />I <br />SUITE <br />cr 2658 <br />II 11 <br />: <br />26 8 <br />8'-0" CLG. <br />2 x 4 #2 S <br />F@ <br />s" O.0 <br />N <br />I <br />rl <br />CARPET <br />EXT. WAL <br />(TYP) <br />U.N. <br />I <br />I <br />C <br />I <br />3'-10" 2'-6" 2'- „ 3 <br />-10" <br />I 9'-91, <br />-0" 2 " <br />17'-72' <br />2 <br />W.I.C. <br />.... <br />�S__ER <br />8'-0" CLG. I <br />c~71 <br />°�H <br />0 <br />42 <br />in <br />TIL BI <br />068 <br />FO D 4� <br />N <br />2) A2668 <br />L--------- --- -- <br />I -FOLD <br />R&S <br />I <br />rIN <br />M <br />! <br />s <br />R <br />S <br />� <br />LAUNDRY <br />TD <br />N <br />I <br />N <br />I <br />CLG. <br />0�i <br />I <br />00 <br />I PLATFORMS <br />coO.I <br />0 <br />�z <br />I 30" A.F.F. <br />_CL <br />� <br />j <br />I <br />I i I I <br />I II I I <br />I I <br />m po: All -FOLD <br />�w)2668 <br />m <br />2868 <br />3L6 <br />1I1I1I <br />II DN 16R <br />1I1I <br />OH1 <br />0- <br />0 °°� <br />M <br />- AH <br />T <br />5 78I9I1I11II <br />- <br />--- <br />]II <br />N <br />C ' <br />-II <br />42" HALF <br />DZ <br />`t <br />T 6� <br />bN <br />WALL <br />I <br />F� <br />I <br />O <br />IL ­__<_ <br />C'"co <br />BON S <br />ROOM <br />GRES <br />EGRESS <br />in <br />o e e o <br />2668 <br />BI-F LD <br />N <br />8'-0" <br />CLG. <br />N <br />8' <br />'CARPET <br />Cl) <br />-R&S <br />-- <br />d0 <br />6"D <br />- <br />CV <br />N <br />(2) 2668 <br />2BI-PASS 8 <br />I <br />I <br />r7o�R <br />3 � <br />1 <br />F� <br />-16" <br />' 2' <br />17'4"8'-6" <br />Zo <br />BEDROO 3 <br />I <br />T 'L <br />BEDROOM 5 <br />8'-0" CLG. 1 <br />O <br />8'-0" CLG. <br />CARPET <br />- T I <br />CARPET <br />CV <br />FIBERGLASS <br />SURROUND <br />iv <br />25-SH <br />25-SH <br />3 <br />I W.I.C. <br />O I O <br />D2 <br />I 8'-0" CLG. `ti� I <br />I <br />� <br />6 <br />D2 <br />3 SIM <br />D2 <br />6 <br />H1 D2 <br />- <br />25-SH <br />EGRESS 25-SH <br />G.T. <br />O <br />H1 25-SH fl2 <br />7 <br />W/ (ia STAM36 <br />`# <br />c� <br />- _ <br />EGRESS <br />o <br />H1 D2 H1 <br />D2 <br />L <br />`f <br />T <br />01m <br />3 <br />D2 <br />/ (1) MSTAM36 <br />BASE <br />1/2 34-SH <br />O <br />J 3 <br />H1 D2 D2 <br />(2) <br />-1 <br />11' <br />3-10" <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 7 114" <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 />14f1C; <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'4" <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 />SECOND FLOOR PLAN -A <br />SCALE: %4'=V-0" <br />(_cncr,nl Alntcc <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 />O <br />+26.6 / -28.0 <br />�F <br />+26.6 / -32.2 <br />GO <br />SEE SIN SHEET, 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 />+34.0 / -44.8 <br />WALL LEGEND <br />1111111111Ili <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 "A" <br />1ST FLOOR LIVING AREA <br />1358 <br />2ND FLOOR LIVING AREA <br />1996 <br />LIVING TOTAL <br />3354 <br />GARAGE <br />644 <br />ENTRY <br />32 <br />TOTAL AREA <br />4030 <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 <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />CD �'l <br />zM <br />- o <br />Z N <br />13 <br />z <br />Q <br />J <br />a <br />U) z <br />V) CD <br />w <br />C6 <br />•O w <br />m <br />o <br />�V) <br />(� `- <br />U <br />0 C> <br />m N <br />W <br />o-E <br />aim - 8 <br />N M <br />"0 c+) <br />T -0 N <br />_ <br />O `o 0 <br />L1,_00 <br />U I <br />o <br /><: <br />- no <br />0 <br />� <br />rn Q d <br />A ® <br />BID. <br />N C H D C <br />N O <br />N <br />0 cc-1 <br />Z LU ��o Z a <br />�cow Z <br />� CO cP C a <br />U <br />W a � mLL . w <br />W V o a <br />a <br />Z ,Qw @ a? C? <br />C. <br />Co N L� <br />Y, . <br />LL40 <br />W il/ `P Q <br />_011 <br />4 <br />UA <br />U Or <br />`u <br />�� O b <br />C7 <br />F L <br />f l''Ot 4I1I68i1°1��ti <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 Bth 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 />E F*4 N A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />c Qce <br />Way <br />v200 <br />< <br />oo�zw <br />� 0a <br />�O� <br />Y J <br />OD <br />LL N <br />W <br />L..i. <br />r a <br />fz <br />0 <br />Z <br />_0 <br />�./ <br />4 <br />fa <br />LL <br />0 <br />U <br />M <br />N <br />J L11 <br />M <br />g . <br />o <br />U O rx a <br />a <br />W � <br />w < a <br />� <br />Ln <br />Qa�rr <br />S °u <br />Z <br />Z <br />N <br />N <br />2'S�j <br />LLJ <br />J <br />Ln <br />2:tL <br />6j <br />Q <br />:�zo <br />NFa-uy�tVi <br />a <br />Lin <br />Q <br />Z <br />Z <br />[G a Z <br />L j <br />y�j <br />R o <br />m <br />0 <br />06 <br />2 <br />a <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />1.2 <br />