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4 <br />0 <br />2 <br />C) <br />M <br />TYP @ 2 STORY <br />J <br />S6 H.B. <br />iv <br />0 <br />16"DEEP <br />5-SH <br />- <br />D <br />F----- <br />— <br />--- <br />____ <br />—OPT. <br />N <br />s3 <br />I — — — — — — — — — — — — <br />266 <br />B.F <br />_ <br />I I <br />I I <br />. z� <br />24 <br />REF. <br />2x6 WALL <br />I <br />I <br />12'- <br />� <br />I <br />I <br />2B68 <br />w <br />I <br />I I <br />KITCHEN <br />I I <br />H1 <br />O M <br />§i <br />8'-81' FLAT LG. <br />o <br />I I <br />N <br />p <br />I I <br />CC <br />I w <br />I I <br />r- <br />j <br />3, 36 36 ,3 <br />S3 <br />I /^ 7 <br />(�hj/) <br />_T <br />J <br />�J 0 <br />F---------�� <br />�� <br />b <br />I <br />O <br />I <br />io <br />0 <br />'' <br />J Ll <br />EDGE OF SLAB 2" <br />I <br />I I <br />N <br />____---EDGE <br />WALL N <br />I x <br />I I <br />4'-0" <br />6'-2" <br />6'-6" <br />4'-8" <br />20'-8" <br />I <br />I I <br />° <br />2 CAR GARAGE <br />I I I <br />DINING ROOM <br />8-8°FLAT CLG. <br />j <br />PATIO <br />0 <br />8'-8" FLAT CLG. <br />I I I <br />OCARPET <br />BUILDER TO PROVIDE <br />I I I <br />ao <br />2'-6" APPLIANCE PROTECTION <br />I I I <br />CD o <br />WHEN REQUIRED PER FBC <br />D <br />O ()2X4#2SPFW/ <br />I I I <br />L — — — — S3-- --- <br />;n <br />TOENAILS <br />CC (3) 2X4 #2 SPF W/ IF <br />r <br />//7\1'3)16d <br />N @ BASE <br />S3 (3)16d TOENAILS <br />(3) 2X4 #2 SPF W/ <br />W.H. <br />@ BASE <br />o <br />(3)16d TOENAILS @ <br />BASE <br />------ <br />h <br />TYP @ 2 STORY <br />C7 C7 C7 <br />FOYER I <br />(2) #5 S <br />J <br />O 0I O <br />I <br />8'-8" FLAT CLG. _ I <br />S6 <br />u_ UL u- <br />TILE I <br />- <br />q <br />16,_�„ <br />T-8„ T-8" T-15" <br />6�-0, ,_2� I <br />;8'-8 <br />U? <br />RY <br />I <br />r <br />2068 B.F. <br />HDR AT T-4"CLG. <br />----------- <br />0 <br />2"D E <br />5-SH _? <br />----------- <br />2x6 WALL <br />(2) #5'S <br />Cl) <br />G N <br />S3 <br />p l <br />� <br />LP.O <br />(3) 2X4 #2 SPF g'_g , FLAT G. <br />FLEX <br />FAMILY ROOM <br />W/ (3)16d <br />8'-8" FLAT CLG. _ <br />TOENAILS @ <br />12 <br />CARPET I � <br />8'-8" FLAT CLG. <br />BASE _ _ _ <br />M O <br />00 <br />CARPET <br />42" SLOPING 11_ s° <br />c" <br />_ _ _ <br />HALF WALL 010 <br />FLOOR G.T. <br />—_ 9 <br />o <br />— — — — <br />_— <br />3 <br />AC PAD AC PAD <br />I I 150 <br />14 15 I I I8 <br />IUP4Rl I I ML <br />S31V I M <br />TYP @ 2 STORY <br />I S6 <br />H.B. <br />J <br />S6 <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ (3)16d 1 <br />TOENAILS @ BASE 8 <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) - 1 314" 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 />20 X 26 <br />18 J X 25 4 <br />S.H. <br />13 <br />20 X 38 <br />18 4 X 37 j <br />S.H. <br />14 <br />20 X 50 <br />18 4 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 71 � <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />433 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />434 <br />27 J X 50 i <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 4 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 j X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 4 X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 X72 <br />36jX711/2 <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 <br />52 X 37 <br />S.H. <br />34 <br />54 X 50 <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 i <br />S.H. <br />36 <br />54 X 72 <br />52 j 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 />�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 />1 +34.0 / -44.8 <br />WALL LEGEND <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 />LOCATION I R-VALUE / TYPE <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />UI <br />zCl) <br />0 <br />— C) <br />z N <br />z� <br />Q <br />CA <br />c <br />a--J wLu <br />Q <br />•© <br />w <br />�N <br />o <br />9� <br />U <br />m N <br />W <br />e) M <br />0) ca c+M <br />— U <br />C N <br />o <br />U <br />1 `i o <br />o <br />Q m <br />c- o <br />0 <br />rn Q d <br />B D. <br />N C B D C <br />N N <br />0 M <br />is <br />-Nmz �' z <br />Wz <br />— 1..� N"'c? = a <br />s,2Cl­ <br />w w <br />" N, a <br />W ELL o <br />Q L_ <br />V CY) 7 <br />ZO <br />� N a1 <br />� <br />� <br />W �¢�_ <br />UM11fj#.. <br />o � <br />� O <br />WWW.F ❑ ❑ <br />/V �C—D, <br />i <br />ti <br />b a e <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 />LE Nm NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. LennarTampa.com <br />oz <br />0 <br />�o <br />Z 9 <br />} <br />UZoo <br />z O U <br />�:�z <br />Z <br />�SulW <br />a <br />Q <br />of 0� <br />LL N <br />O <br />W <br />m <br />L <br />2 Z O <br />Z <br />N <br />< <br />3 <br />�WE <br />U <br />8Rzo <br />> <br />u O a <br />' ^ <br />L f <br />og <br />O a 2� � <br />* <br />N <br />¢a- <br />0<0 <br />80 <br />z <br />Z <br />2 <br />21 <br />W <br />Lfi <br />W <br />aW� <br />_j <br />.A <br />LLI <br />� � a <br />Lin <br />2: <br />Q <br />Z <br />�CRz <br />�# <br />Z <br />a o S <br />m <br />d" <br />Z <br />= <br />Ln 0 <br />of <br />� <br />06 <br />� <br />T—I <br />0- <br />Ul <br />o <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: )MLIROSKI <br />VERSION NO- 5ol <br />SHEET NO. <br />1.0 <br />