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�Ia <br />J <br />, <br />�21 <br />_L1 <br />rra�r <br />BEDROOM 4 OX <br />8'-0" FLAT CLG. , U5 CQ <br />CARPET UJ M O <br />uj <br />T-0„ L. 9'_84 , <br />i tY° A <br />o S< <br />SURROOUND �N 8-'J 3-84 0'-4" 4'-1"41 1'-T' 4068 B.F. <br />60" X 36" ^" HALL 8'-0" <br />- - - - - - - - - - - -AM <br />•cv <br />A SHOWER R&S 9'-4" FLAT CLG. 2668 00 ----------------- <br />T S3 _ CARPET R&S <br />f TYP @ 1 STORY I 16" DEEP -O -O- <br />-- <br />I <br />T <br />rPANTR' Y cc <br />� sOWNE IS �w 8'-0- <br />IA 1 ------- --LG. RA DSUIT n 1 S3 I"KI <br />8'-0" FLAT C G. <br />CARPET N' 9'- " FLAT 1CL . N 8�0" FLA CL . <br />9ILE-r23' -�� j s I EI d I <br />O N I - 2'16" ! I .J _ l <br />G 00 INK DIS <br />(4) 2x4 #2 SYP f-'- � � K 2-CAR -GARAGE <br />STUDS W/ USP 1r i S3 "" <br />HTT4 BASE S3 I 1 I` I D.W. I o o. I 8 -0 FLAT CLG. I <br />@ � �� I lao: ___I <br />(0 111 w L - - - - - - - - : �o FIBERGLASS I EDGE OF SLAB 2" I <br />CD I N l O I ! I - - - - - - - - - - - N M SURROUND BEYOND WALL <br />DRYERVENT <br />5'-0" V-758" I O G HANSC N BOX @ THRU ROOF <br />S3 36' A.F F. -- - R&S- f 20'-9" i <br />9'-0" I T-8"' 2'-8" 4'-3" 6'-10" T-7° PT. OPT. D <br />_ I <br />I <br />FLAT CL 1 I, 11 1 I <br />2:12 SLOPE' <br />CEILING I � AA <br />IF 6 al' 1 I <br />Dl <br />868; 1 I`"i I i <br />o h't¢ t I <br />60 c� , I <br />O 00 <br />- I <br />PATIO <br />co I t <br />r FAMILY ROOM AIi <br />r 4'-6" VAULT. CLG. CAFE <br />/ CARPET VAULT. CLG. I-4 -1" I 1 „j 068 <br />30'4' CARPET <br />Lu bN ui _ I BQ.1 <br />Jz oz � � 1 ENTRY <br />U Nv , 8'-0" FLAT CLG. <br />r r �-ILE1 <br />35-SH <br />S3q �-•� H.B. <br />21'-5" 16-3" 5'-0" '_0", <br />37'-8" 6'-li 15'-0" <br />41 59'-4" <br />A <br />H.B. S3 Q 0 <br />25-SH 25-SH <br />CPAD _------_- --_ 4-SH EGRESS ; EGRESS l <br />M BEDROOM 2 BEDROOM <br />W.I.C.8 0 FLAT CLG. 1 8 0 FLAT CLG. <br />- I CARPET M� Cal ca i CARPET <br />8 0' FLAT CLG. T� �i � <br />CARPET _ G 00 I co <br />-------R&S ---1 2668 '-0"iFLA� C G. 1 <br />12 - „ 2668 -32 f 11'-4" <br />O= ' ! I I s _M 4-SH 0 <br />U) W � - -1 N N <br />N w oo 4068 B.F. <br />CO FIBERGLASS _ , g„ 7 <br />6'ts <br />NCO] <br />00 <br />r <br />T <br />rn <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 112" <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 />18�X25� <br />S.H. <br />13 <br />20X38j <br />18JX37j <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />1 H2 <br />271/4 X 26 <br />26 X 25 j <br />S.H. <br />111-13 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />364X251/2 <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 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 4 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 � <br />52 � X 37 � <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 J X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 714 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.N. <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-XGyp. 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 />M 1507.2 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 />0 <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />0 <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0 <br />F <br />+26.6 / -32.2 <br />�G <br />SEE SN SHEET �H SEE SN SHEET <br />NOW <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 <br />R-VALUE / TYPE <br />EXT CONIC 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 />..._L, u,�. 4._.`� �i i, 1lu <br />M <br />_ o <br />CDCID <br />Q <br />(A 0 <br />+� w <br />O uj <br />-(D(.n r-" <br />1L° <br />E <br />0 <br />CO <br />1.1j <br />t- <br />_ <br />d) M <br />Lu0M <br />O o 0 <br />U <br />=" m <br />Q rn <br />Qo <br />u� <br />CLv <br />0 Q d <br />B D® <br />N <br />=JIwYQa <br />r <br />N N <br />co <br />§�41, <br />U) Z F �MdZ z <br />� o <br />H <br />usQ .0 w <br />>=LLo a <br />LYUIQ <br />Z 'S <br />0 <br />m <br />�- l� <br />LL Z M %�CPI l d A <br />Q - N <br />W Nao � � <br />o <br />A U F <br />W W W,F Rtdle fsfF <br />< <br />°LOB <br />$ <br />1 <br />36lEllt( g` <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications contained w�thm these <br />drawings comply with the 2017 Florida Building Code <br />Residential6th 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />09 <br />Lo <br />Lu <br />zoo <br />�W <br />U� <br />z <br />QWo� <br />Lu <br />� ce <br />L <br />gW z <br />�>/ <br />o <br />� U <br />gz z <br />Z <br />�+ <br />a <br />O <br />U <br />6 <br />UU <br />o <br />u0 <br />o¢ <br />z < OR <br />Q <br />�o� o <br />$o <br />Z <br />Z <br />D <br />J <br />LU <br />< <br />Lij � <br />z <br />IN S <br />O <br />00 <br />z <br />Z <br />tu <br />Rzg <br />o <br />m <br />IS <br />00 <br />LU <br />V) <br />aii� <br />rl <br />d <br />(= <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO- 411 <br />SHEET NO. <br />1.0 <br />