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3 <br />8 <br />-1 <br />I I I I I I I II <br />J I I I I I S6 <br />S6 <br />o TYP @ 2 STORY I.I 1 4' 5 6 78 I I04 <br />= TYP @ 2 STORY <br />10 - I N 8 <br />11 I I v 8 <br />IQ to <br />CD CD 0 O �' - ROOF G.T. 13 -- I i LOFT N H2 <br />6 w SUITE A 14 _ _ I I 8'-0" FLAT CLG. O D2 <br />H3 D2 8'-0" FLAT CLG. 15 I CARPET <br />CARPET R.A.G. 16 r; <br />?6, <br />16'-8" T-7�' 14'-8" <br />o� <br />in I------� <br />X-8j„ .4. 2'-4" 6'-10" 64" 2'-6„ <br />I <br />2868 <br />c�' I <br />I <br />a I 3 I <br />O � `O 10 I SIM. <br />I " w/ (5) STUDS <br />m <br />cn I oo I 6Ro <br />O 17�o I U T E 3�"x IS' <br />- ------ <br />o I a �i I ATTIC ��� <br />4 8' L E CL 1,9G2ESS-J ' T BEDROOM 2 <br />8'-0" FLAT CLG. ai <br />_ I HU CARPET Oc ' <br />g iv 4'-0" ! 5'CADf10" 0 6'-1 ' Q 5'-4" 2,. 13'-72., w H1 6 <br />cv N D2 <br />iio y 68 <br />FIBER <br />pp <br />GLA ao <br />- <br />SURROUN <br />a u' co 2668 <br />N 00 <br />60"X36„ -- =Lu w Z 2,-3„ <br />CIDSHOWER �� z co iv N <br />co CO _j N 4068 B.F. <br />-1I o <br />I � 4068 B.F. <br />3' 1„ <br />a <br />J N <br />to D <br />� I N I TYP @ 2 ST RY `� <br />I <br />6 -5qj " 2'-4" 4.22 <br />7'-10" 13'-0" 111'-8" <br />ROOF G.T. - - - - oo - - - WCID <br />_ <br />g �I I� '-0"F TC G. BEDROOM 30w 8 <br />6 <br />3 1 W.I.C. I BEDROOM 4 8'-0" FLAT CLG. D2 <br />7, D2 18'-0" FLAT CL I 8'-0" FLAT CLG.CARPET <br />CARPET i4 <br />I TYP @ 2 STORY CO <br />I <br />I j J O q FIBERGLA� <br />L-----S U R R 0 U N <br />R&S <br />� EGRESS <br />0 25 SH <br />0 6 <br />H 1 D2 TYP @ <br />a 1 CORNERS <br />a2 D2 U.N.O. <br />All. A1' <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=2600 PSI <br />H6 <br />(2) - 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.OE 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 />`ICIITO <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'41 <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 />20X26 <br />18}X25j <br />S.H. <br />13 <br />20 X 381 <br />18 J X 37 J <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 } <br />S.H. <br />16 <br />20 X 72 <br />18 j X 714 <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26 X 25 } <br />S.H. <br />'} 33 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />'} 34 <br />27 j X 50 j <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 1 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 j X 63 <br />26 X 62 112 <br />S.H. <br />136 <br />27 j X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 1 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 j X 62 1/2 <br />S.H. <br />26 <br />37jX72 <br />36jX711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 } <br />S.H. <br />33 <br />54 X 38 <br />52 j X 37 j <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 j <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 />DA <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 />OF <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET OH SEE SN SHEET <br />40 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'-8" A.F.F. <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 "A1" <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1491 <br />LIVING TOTAL 2584 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3046 <br />0 <br />INSULATION REQ. <br />°2 I LOCATION I R-VALUE / TYPE <br />N <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 />Y <br />(INSTALL BAFFELS AT EAVE) <br />N <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE /LIVING) <br />U r <br />o <br />z® <br />z1 <br />Q <br />a_ <br />ID <br />U, zCl^'V^)U <br />W <br />cn <br />+-j W <br />•O W <br />V') c <br />U <br />m N <br />W � <br />r <br />N M <br />t�M04 <br />_ <br />O oo <br />U <br />Qrn <br />Lu-w <br />�i Q d <br />A 1 <br />B D. <br />N•C•B•D-C <br />N N <br />h N <br />00 <br />Q LU w <br />W - d €LL a <br />04 <br />•< <br />�oM <br />FDs <br />•J <br />O Z <br />- <br />co + <br />%,'` �•'• � �`��,• fie`'•-:� <br />OF E S 5 `\\NA <br />/ °ftfllltttltl <br />To the best of the Engineers knowledge, infornation and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />C <br />LU <br />�a <br />a <br />=00 <br />P - 0 <br />Lu Q <br />2Z� <br />g m <br />Lu <br />J <br />WG <br />m N <br />L <br />oL® <br />0 <br />z <br />� <br />z <br />C <br />L <br />1� <br />J <br />LL <br />N <br />W <br />U <br />= <br />= <br />Z <br />0 <br />a <br />L'SH <br />L0 <br />N <br />Z <br />8,0�j <br />LU <br />Ln <br />aj <br />z <br />di <br />z <br />tu- <br />°° <br />oo <br />_ <br />f <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />1.1 <br />