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QD co <br />W <br />FIBERGLASS <br />SURROUND <br />l•LR•11.9��� If�l fiH <br />=LIN <br />CARPET <br />9'-4" FLAT CLG. <br />10'-4"HALL <br />1100 <br />2'-4 H co <br />I <br />r� <br />EGRESS <br />250 <br />V-4" <br />ENTRY <br />8'-0" FLAT CLG. <br />HANSON BOX @ <br />36" A.F.F. <br />EDGE OF SLAB 2" a) <br />�- BEYOND WALL <br />2-CAR GAR GE <br />8'-0" FLAT CLG. <br />141- <br />'BEDROOM <br />8'-0" FLAT CLG. <br />CARPET <br />3'-0" <br />I ~ <br />I 0 <br />I <br />I <br />I I D <br />I S3 <br />L---- ------ <br />------R&S G.T. <br />W7 40681B.F. <br />9'-8q" I <br />EDROO 4 <br />8'-0" . FLAT CL <br />CARPET <br />0 co <br />A <br />S3 <br />W OUJ� A <br />W M <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 71/4" <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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20 X 38 8 <br />18 4 X 371 <br />S.H. <br />14 <br />20 X 50 j <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />11­12 <br />271/4X26 <br />26X251 <br />S.H. <br />1 H 3 <br />27 1/4 X 38 <br />26 x 37 j <br />S.H. <br />1 H4 <br />27 4 X 50 j <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37'jX26 <br />36jX251/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 J 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 />37JX72 <br />364X711/2 <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 4 X 25 4 <br />S.H. <br />33 <br />54 X 38 <br />52 1 X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J x 62 4 <br />S.H. <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 } <br />39X59 <br />40 X 59 <br />WA <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. Ed. 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 +29.71-30.8 © +29.7 / -39.2 <br />© +28.3 / -30.8 Op +28.3 / -36.4 <br />OE +26.6 / -28.0 F +26.6 / -32.2 <br />O 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 1 +34.0 / -44.8 <br />WALL LEGEND <br />11111111117MMASONRY HGT. @ 9'-4- A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <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 />UI �_FEE <br />z ch <br />0 <br />- o <br />zto <br />z <br />(D a <br />w <br />p <br />OLU <br />C) <br />o0 <br />m C14 <br />w E <br />f - 8 <br />pN� M <br />C f0 Cl) <br />_ <br />Q O CV <br />U <br />-CLL <br />1 00 <br />< 0 <br />¢ IT <br />M o. c <br />- v <br />v <br />rn ¢ o <br />A 1 <br />El D. <br />N�C BD C <br />1 N �C14 10 <br />V1 N <br />O N # <br />�NmZ <br />U) Z W � z <br />H w <br />ii U W <br />k W v a <br />Zp=`grn <br />�� pa <br />g; J)J, <br />< :� o <br />O <br />P U ��r✓ Q <br />�,F �(�J�OfiESSIONP \�� <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 <br />uJ <br />F <br />LU <br />UZoo <br />z W W <br />Q <br />Ce <br />8 W N <br />J <br />W <br />m�e <br />L <br />z z <br />> <br />O <br />¢S <br />zZ <br />O <br />a <br />LL <br />^ <br />I..L <br />LL <br />a <br />O <br />j W <br />o00 <br />a <br />v' <br />03 <br />SomLu <br />�} <br />•�` <br />^ <br />T' <br />oao� <br />z¢W Za <br />W W Q <br />Q <br />$ � u_ <br />z <br />z <br />o�P <br />W a�t� <br />LU <br />L <br />Lin <br />a <br />w <br />z <br />�LW� <br />$Wz <br />o <br />� <br />z <br />a0S <br />v, O <br />oo <br />z <br />g <br />= <br />J In <br />aLLJ <br />� <br />,-I <br />a <br />to I <br />s <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. <br />4mO <br />SHEET NO. <br />1.0 <br />