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VERIFY IN <br />I FIELD. <br />- - - - - - - - - - <br />CC D <br />S3 S3 <br />I <br />l <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />l <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />0 <br />io <br />11 <br />i) <br />_16.8 <br />z <br />- <br />60"x36" <br />SHOWER <br />"" <br />D <br />T <br />AHU <br />; <br />R.A.G. <br />TYP @ 1 STORY <br />A <br />S3 <br />U <br />Q ^ <br />N <br />I <br />&S <br />PT. <br />W OPT. D <br />' <br />2:12 VAULTED CLG. <br />N <br />� TILE <br />Co <br />r <br />�� <br />8 <br />8 <br />o <br />in <br />T-10" <br />T-8" <br />10'-10$" <br />3068 <br />0 <br />7g <br />' <br />I <br />ENTRY <br />8'-0" CLG. <br />`f <br />� <br />� <br />o <br />9'-4' <br />cL <br />6" <br />10 <br />3 <br />11-7s <br />6'-10" `� <br />-HDR AT T-4" <br />-------R&S------ _ ib°' <br />4'-7" 8'-8" FV 5'-�2668 <br />" <br />- I <br />I <br />2668 7r I =�R&S <br />5'-4" M "' 7'-6" <br />4'-0" <br />14'-6" <br />_ <br />0 <br />M <br />v <br />I <br />0 <br />PATIO CAFE <br />8'-0" CLG. <br />c7 <br />o E CARPET I <br />O � / <br />/ <br />M" �'� <br />■ / I °° <br />/ <br />AC PAD / <br />/ I <br />I 5068 B.F. <br />OPT. I <br />I <br />RE BEDROOM2 <br />- 8'-0"CLG. <br />1 CARPET <br />I :- <br />2 10 �„ r <br />= <br />BEDROOM 3 <br />CARPET <br />10' 42 <br />I <br />4068 B.F. <br />I <br />BEDROOM 4 <br />1 8'-0" CLG. <br />CARPET <br />o <br />r <br />_ <br />( <br />CD WoW <br />N oWo <br />24". <br />m <br />00 <br />CD <br />M <br />-- <br />------ <br />J' <br />IV <br />cn <br />rzi�w <br />M W O <br />o� <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />/ o <br />N <br />N; <br />20'-68" <br />U <br />�___- ________� <br />I o o <br />D.W. as <br />�� _ �+ _ <br />8 3 <br />o <br />CO <br />I <br />I <br />-' <br />TILE <br />SI Kwl <br />ISP <br />2 <br />I <br />rn <br />j im <br />2" <br />NT Y a <br />_ =W <br />001 <br />L. �CD <br />T <br />5-SH <br />DEEP <br />MIW <br />^ <br />I <br />I <br />TILE <br />6� <br />N <br />P <br />1 <br />I FIBERGLASS �„� <br />I SURROUND ° iv <br />FLAT <br />x <br />-_--- • <br />O <br />3B <br />� ---:� <br />r <br />: <br />16" <br />H.B� <br />29'-8" <br />25-SH <br />EGRESS <br />0 <br />25-SH <br />EGRESS <br />0 <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 />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 4 X 25 4 <br />S.H. <br />13 <br />20X38j <br />18JX37i <br />S.H. <br />14 <br />20X50j <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />184 X 62 I <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 � <br />S.H. <br />11-13 <br />271/4X38j <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 j <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11­16 <br />27JX72 <br />26X711/2 <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 j <br />36 4 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 />37JX63 <br />36JX621/2 <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 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />524 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 j X 714 <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 flr. 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 />OD <br />+28.3 / -36.4 <br />EC� <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />O <br />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 <br />+34.0 / -44.8 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />r 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 -`M6 <br />LIVING TOTAL <br />GARAGE / 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 1 2372 <br />INSULATION REQ. <br />LOCATION <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />PLAN <br />A 1 <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />FLOOR <br />FIRST <br />CONDITIONED CEILING <br />RBLOWN-IN <br />BLOWN-IN <br />(INSTALL AT EAVE) <br />I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: Y4rr=1 r-O" (GARAGE / LIVING) <br />C� <br />M <br />z 0 <br />- o <br />z(D <br />z <br />J <br />a <br />t� z <br />C <br />a--� W <br />0 <br />•0 W <br />�V) <br />C) <br />N <br />o0 <br />9 N <br />W <br />f- <br />N co <br />co <br />_ <br />O O N o <br />U <br />�u 00 <br />< o <br />¢ m <br />" ao <br />L. 0; <br />m Q o <br />8 DCD <br />N C LLV <br />0 <br />N �O <br />10 <br />O p N <br />U) Z W �Noz <br />LU a <br />LY V <br />Z <br />Q � -$a o <br />x <br />N � O�� <br />Z a N¢ c <br />LLz <br />W <br />�AS�E"`s160i/d�t�Fr"� <br />NP•'tl�•'�'`' '� <br />U `O 411 <br />To the best of the Engineers 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 />LENNAR: <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />o <br />Wo <br />zaa <br />W ¢-0 <br />zoo <br />U <br />Z <br />20ZZ <br />z <br />� co <br />aw-� <br />o N <br />/ \ <br />EJ <br />0 <br />Q <br />zZ <br />W <br />//�■ <br />o <br />4 <br />E <br />0 <br />2 <br />g� <br />Un� <br />0 <br />= <br />�.} <br />V <br />(n <br />Uj <br />9 z <br />Uj <br />O <br />�r <br />� <br />a <br />2 <br />x <br />u, 0 <br />a� <br />k <br />PV <br />Z<lQ <br />W Z <br />¢a7 <br />^ <br />o�If-0 <br />z <br />Z <br />�o� ° <br />a 2 z <br />W <br />o <br />,Ln-I <br />Ll..i <br />a <br />V z U <br /><z <br />a <br />z <br />� a <br />yy <br />�F <br />V/ <br />Z <br />Z <br />L <br />W <br />�ZO <br />ao <br />m <br />O <br />06 <br />g <br />= <br />a z <br />-4 <br />a <br />to <br />s <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSKI <br />VERSION NO. 4mO <br />SHEET NO. <br />1.0 <br />