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N <br />Q <br />00 <br />E <br />0 <br />z <br />Mal <br />v <br />■■� <br />I� <br />• • STORY <br />' . •' <br />Q .• <br />• 1 - <br />SUITE_ <br />-•• <br />L'd'd�, <br />�� <br />LOFT <br />: • <br />1 <br />CARPET <br />CARPET <br />1 \ <br />1 <br />I/ <br />Is <br />�IIEi■i■■■ <br />. -.. <br />A_ <br />'��■ <br />, <br />CARPET <br />Er <br />0D <br />1 <br />11511 <br />.1 . <br />.. <br />- <br />4068 B.F. <br />4068 <br />® <br />' . <br />• <br />. <br />- <br />1 <br />ii�■ <br />- AI <br />ROOF <br />i }�� <br />rLLI <br />BEDROOM <br />3(Duji <br />BEDROOM <br />1 e <br />• 1 FLAT CLG. <br />CARPETEGRESS <br />■�■�� <br />o <br />• • • ; '• <br />\ir <br />25 <br />-SH <br />I <br />1 <br />1 <br />I <br />• 1 <br />LO <br />cv H2 4 <br />D2 <br />------Ej] <br />3 I <br />D2 I <br />Sim. <br />w/ (5) STUDS j <br />I <br />TYP @ <br />CORNERS <br />D2 U.N.O. <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 />(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 />140(1 <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 15132" EXPOSURE 10R 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 J X 25 j <br />S.H. <br />13 <br />20X38j <br />184X37j <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 j X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 j <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 50 j <br />N/A <br />S.H. <br />j 33 <br />N/A <br />26 x 37 <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 1/2 <br />S.H. <br />J 36 <br />27 j X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 j4 X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 1 <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 112 <br />S.H. <br />26 <br />37jX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />784 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 i <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 j <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 4 <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 />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />O <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />�G <br />SEE SN SHEET HH 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 />IIIIIIIIIIIIIi111 - • <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 "All' <br />1ST FLOOR LIVING AREA <br />2ND FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />INSULATION REQ. <br />1093 <br />1491 <br />2584 <br />427 <br />35 <br />3046 <br />0 <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 R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION �R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />s <br />U' <br />z_o <br />z <br />z� <br />Q <br />a <br />Cn C h <br />w <br />•U <br />0 W <br />F- <br />o <br />m r <br />CN <br />W <br />~- E3 <br />- M M <br />E 2-Co Cl) 0 <br />_ <br />C) <br />O O N <br />cu o <br />� o <br />CL <br />rn Q o <br />Al.,� <br />B D® <br />"c B O c <br />gy...-e, <br />N �D <br />S M2 <br />Z W <br />U) H 8�2 <br />/may <br />ii Q U W p Co w <br />'V P <br />W �6LLo �� a <br />ci <br />a'' <br />Q-a(� in Z <br />o <br />0 o 0 <br />M e M <br />LL o,ca -� <br />W .44C . +1A4 Jry <br />rQ <br />O <br />El % <br />.F 2z <br />' <br />J (� v o <br />V/ o Or ESS\Q�f;� <br />�,����'rJlf I1I14t11t`+°��',�1 <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 porlions 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 />UJ <br />a� <br />Z U O <br />�o2z <br />Z <br />�OK�J <br />J <br />Oho <br />U O <br />zz <br />Ce <br />0 <br />Z <br />U <br />OO <br />N <br />a <br />W <br />.9 <br />= <br />. <br />Ooo <br />0 <br />L <br />a OU <br />L / <br />z <br />Q <br />Q <br />P��2 <br />Z <br />a <br />Q <br />z <br />�o <br />Z <br />M <br />00 <br />7-4 <br />z <br />aoo <br />m <br />06 <br />= <br />a <br />� <br />,--1 <br />a <br />to <br />in <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: MJAM ES <br />VERSION NO. 5 A <br />SHEET NO. <br />1.1 <br />