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PO <br />CD <br />C�4 <br />CN <br />CN <br />0 <br />E <br />0 <br />d: <br />M <br />Cn <br />F--------------------------------------------------------------------------------------------------- I <br />TYP @ 2 STORY <br />3 <br />3 <br />L11M <br />W/ (1) D2 <br />D2 <br />Cf) <br />MSTAM36 <br />I <br />10 <br />I <br />9 <br />I <br />811 <br />I <br />71 <br />I <br />61 <br />I <br />51 <br />I <br />1 <br />I <br />MSTAM36 <br />R&S <br />C� <br />NE ALL <br />NE <br />(%u <br />26681 CN'lu <br />C14 Q <br />E <br />EDROOM 4 CM <br />BEDROOM 2 <br />1 <br />N JIT <br />DN 16R 1 <br />8'-0" CLG. <br />R.A.G. <br />8'-0" CLG. <br />00 <br />4) <br />CARPET W. I. C. <br />CARPET <br />8'-0" CLG. 4-SH <br />Cn <br />MW <br />U)W <br />- - - - - 16" DP. <br />04 <br />�(r <br />04 Q <br />TY <br />@ 2 STORY <br />R&S LINEN <br />pcl� <br />F� <br />2068 ___31 <br />BI-FOLD 20 <br />1 T 1 <br />V <br />- <br />3' 7" <br />3'-7-21" X-04" 8'-4 <br />I Ar <br />Im <br />Cl) <br />(2) 2668� <br />BI-FOLD <br />A <br />V___L <br />o? <br />BONUS ROOM <br />_SH <br />4-SH <br />16 DF <br />16" DP. <br />ED <br />04 <br />to <br />C14 <br />8'-0" CLG. <br />CARPET <br />I <br />I <br />- - - - - <br />-CIT <br />LINEN R&S <br />LINE N <br />04 <br />-W7F <br />I <br />2068 <br />I <br />LF_ <br />M <br />B <br />BI-FOLD <br />Cl) <br />--I <br />BEDROOM 5 <br />C <br />BAT 2 <br />5z <br />o? <br />N <br />8'-0" CLG. <br />cis, <br />00 <br />Cf) <br />..4 . <br />CARPET <br />04 <br />X cr <br />W cc <br />co <br />I <br />00 <br />0 <br />T CR <br />TP <br />&,2) 2 6 6 8 <br />CD <br />CIA <br />U? <br />1 <br />11.4 <br />14'-1 1j' &D <br />3'-0" <br />V-011 3'-2" <br />6- 1 <br />3 <br />FIBERGLASS <br />I <br />D2 <br />W/ (4) 2- X 4' #2 <br />SURROUND <br />N <br />25-SH <br />EGRESS 25-SH <br />SPFSTUDS <br />A <br />111� 0 �D_ <br />1/2 35-SH 25-SH 1/2 35-SH <br />TYP @ 2 STORY <br />< �H3 > W/ (4) 2" X <br />D2 <br />N <br />SPFSTUDS��2 <br />TYR @ <br />CORNERS <br />&,2) 2668 <br />(0 BEDROOM 3 ii.v <br />9 <br />I -FOLD <br />oa 1 00 <br />8'-0" CLG. <br />(i) 4), 4) <br />CARPET <br />I <br />I <br />25-SH 25-SH <br />EGRESS <br />6-8" <br />4)<�> <br />4" <br /><�I) <br />-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2' <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2- <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2' <br />FLITCH PLATE <br />(2) - 13/4' X 11 1/4 LVL <br />2.OE Fb=2600 PSI <br /><@>(2) <br />- 13/4" X 9 1/4" <br />LVL 2.OE Fb=2600 PSI <br /><e>(2) <br />- 1 3/4" X 16" <br />LVL 2.OE Fb=2600 PSI <br />(2) - 13/4' X 7 1/4' <br />LVL 2.OE 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 />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />81-01' <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />90-011 <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>91-010 <br />2x6 <br />SYP #2 <br />16" O.C. <br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />**WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT - <br />SEE C/S6 WALL SCHEDULE <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protecton. <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 13/8" in thickness, solid or <br />honeycomb -core steel doors not less than 13/8" 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 R302.1 1, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <br />9 From the Residence & Attics - Not Less than 1/2" Gyp. Eld. or <br />equivalent applied to garage side. <br />9 From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />a Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />a 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 />ere 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 />rA <br />+29.7 -30.8 <br />1,, D_'*` <br />+29.7 / -39.2 <br />+28.3 -30.8 <br />D <br />+28.3 / -36.4 <br />+26.6 -28.0 <br />+26.6 / -32.2 <br />SEE SN SHEET <br />SEE SN SHEET <br />H <br />NOTE: WIND SPEED INDICATED <br />ABOVE IS AN <br />"ULTIMATE"WIND SPEED. THE <br />WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE <br />PRESSURES <br />SOFFIT DESIGN PRESSURE7+34.0 <br />/ -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 "Bill <br />1 ST FLOOR LIVING AREA 1880 <br />2ND FLOOR LIVING AREA 1375 <br />LIVING TOTAL 3255 <br />GARAGE 679 <br />ENTRY 159 <br />TOTAL AREA 4093 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1 /R-1 3 KRAFT FACE5 <br />SECOND <br />FLOOR <br />PLAN <br />- <br />ELEV-B <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 I R-1 1/13-13 KRAFT FACED <br />CALE: YA" V-0" I (GARAGE / LIVING) <br />C_/ <br />LU <br />(Piz c) <br />0 LLJ <br />LU <br />12 <br />04 <br />2, <br />LL! <br />ca <br />< <br />�A I <br />a D. <br />N­B-D-C <br />LU m; <br />LU -Z <br />azo <br />E CF) <br />Cr _j G W. <br />C-) <br />'ROFES <br />1W <br />To the best of the Engineer's knowieWe, information and belief, <br />the structural plans and specifications contained vAthin these <br />drawings comply with the 2017 FWda Building Code - <br />Residential 6th Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />EngineWs signature, and seaL <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />z <br />0, <br />< <br />0 <br />0- <br />F- <br />cc <br />0 <br />Z <br />'a <br />N%.,00 <br />0 <br />_j <br />LL <br />iE <br />0 <br />> <br />M <br />did. <br />0 <br />(-) <br />LU <br />t U_ <br />I � <br />Q <br />MP <br />r-4 <br />LU <br />< <br />z <br />00 <br />Z <br />Uj <br />Ln <br />z <br />< Z <br />In <br />ro <br />r*4 <br />z <br />Z <br />t <br />LU <br />U, <br />0 <br />Ck <br />:5 <br />2: <br />SCALE AS NOTED <br />DATE 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO, 42 <br />SHEET NO. <br />1.2 <br />