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X <br />30'-10" 1. 7'-10" 1. 20'-8" <br />A <br />H.B. S3 O 0 <br />25-SH 25-SH <br />AC PAD - EGRESS i EGRESS <br />----------- I I <br />_L-__ __ 4-SH <br />-ICABEDROOM 2 BEDROOM 3 <br />M <br />W • I • C • 8'-0" FLAT CLG. I � 8'-0" FLAT CLG. <br />CARPET co I CARPET I <br />00 8'-0" FLAT CLG. T -1 =I <br />CARPET - - -0 o0 <br />0) BEDROO 4 <br />--------------- <br />R&S I 2668 4'" F � C1 G. . , . , � I 8'-0" FLAT CLq. <br />_ I CARPET <br />12' 8" 2668 '_32 11'4- 1 '-10" T-0" _8 <br />OA v=i Lu I -� N 4-SH N I I <br />C�0 <br />N w 4068 B.F. j <br />cO FIBERGLASS, 8, 3., 3 8,. � - 3" 4 I <br />SURROUND - a 0'-4' 4-1' 1-- 4068 B.F. <br />60" X 36" HALL In <br />Q A SHOWER R&S 9'-4" FLAT CLG. 2668------- e <br />S3 CARPET R&S G.T. <br />TYP @ 1 STORY I 16" DEEP --- O _ <br />PANTRY ----- <br />OWN R'S� =w --- --- 9 - : 9 ____ <br />------ <br />S U I T `r rn p T LG. RAG o S3 I <br />�= I D <br />'" T N K I E I I I S3 <br />8-0 FLAT LG. <br />CARPE 9'-4" F11 T CLG. c� i <br />I� -- -- -- 80 LA CL . <br />ILE I _ p q <br />o = I 2'1" n - -,Z' ., " 5� 34"- .. T <br />= 6i <br />O N (4) 2x4 #z SYP _ _ INK DIS 2-CAR GARAGE <br />K I <br />STUDS W/ USP S3 r I 1 8'-0" FLAT CLG. j <br />HTT4@ BASE I H � I D.W. 100 : - - - <br />00 I� II______ L===J _ ___�___ o FIBERGLASS I EDGE OF SLAB 2" I 1 <br />�y I f j - - - - - - - - SURROUND BEYOND WALL Sao I <br />I I I ----- iv I <br />H1 _ - __ _ .....__.__ L I DRYER VENT I <br />1._5j., G HAS N BOX @ R&S I THRU ROOF <br />S3 36' A. F F. <br />9'-0" I 3'-8" 2'-8" 4'-3" 6'-10" 3'_7" PT. OPT. D 20-9" <br />I <br />IAA <br />_ <br />CL <br />I tO - I <br />CEILING00, <br />NfrJ <br />Oco E cn /--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- --- II 11 <br />PATIO L0'' ` _ W H. I <br />r <br />r "�;' � L 7 ----t - <br />FAMILY ROOM M <br />4'-0" r VAULT. CLG. CAFE <br />rr CARPET VAULT. CLG. <br />30'4" CARPET 30681 I <br />O I <br />'CZ LO az - --- - - = ENTRY <br />rr - �,,� Y 8'-0" FLAT CLG. <br />r' I N N - ILE ---� -- - <br />to = <br />uj <br />0M o <br />W <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 />20X26 <br />184X25} <br />S.H. <br />13 <br />20X38J <br />18JX37} <br />S.H. <br />14 <br />20 X 501 <br />181 X 50 <br />S.H. <br />15 <br />20X63 <br />184X62} <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 />11­13 <br />271/4X38j <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />274 X 63 <br />26 X 62 112 <br />S.H. <br />11-16 <br />274X72 <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 i <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 X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 X 71 1/2 <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 4 X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />OC <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 />O G <br />SEE SN SHEET 0 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 />MASONRY 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 R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - Al EXT FRAME 2 x R-1KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT SAVE) <br />SCALE: J4"=1'-0" GARAGE SEPARATION R-11/13-13 KRAFT FACED <br />(GARAGE / LIVING) <br />CI <br />0 !9 <br />z (D <br />z <br />V) Uf <br />�w <br />O w <br />V) <br />T <br />~` <br />v <br />w <br />� <br />m N <br />� <br /><I <br />¢go <br />ED. <br />/t <br />yy a)� <br />IWfw <br />Z <br />Q NLL^. cw ri <br />° w <br />UA <br />IOLU <br />Z 3 s, <br />x <br />N <br />a_ ; m m <br />Z H �Jq'�qI a � <br />�Q a <br />LL i <br />W��al�llEif� � <br />/y�� <br />om <br />� _j Q <br />71 <br />r <br />'OR 0FES5 <br />f,�y�1j7JIl ,'f I I i 1111111�\ <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 potions 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 />�E <br />8tqu, <br />z <br />J® <br />L <br />oC <br />4 <br />� <br />p <br />� <br />O <br />0) <br />�JJ <br />oQ� <br />o <br />tj o <br />a <br />cis <br />Z <br />J <br />Ln <br />r-1 <br />LU <br />2: <br />Q <br />o <br />Z <br />0% <br />ca <br />p <br />Z <br />Q <br />U <br />w <br />O <br />Ck <br />o <br />SCALE : AS NOTED <br />DATE : 1 /9/2019 <br />TECH: MJAMES <br />VERSION NO- 4mO <br />SHEET NO. <br />1.0 <br />