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TYP. C@ 6'4" 20'-3" 8'-7" 12'-0" 2'-10" <br />;ORN S <br />3 SIM 3 SIM <br />1 B 6 D2 A 6 A 6 D2 6 B <br />D2 25-SH H2 D2 W/ (1 MSTAM36 ZO H1 D2 25-SH H1 D2 W/ (1 MSTAM36 D2 H1 2O <br />EGRESS BASE TEMP EGRESS BASE EGRESS <br />- : <br />M' <br />loom <br />SPFSTUDS <br />i DROOloom <br />• <br />ME! <br />00 <br />1 <br />CARPET <br />I■■� <br />■ <br />_"SUITE <br />211 <br />Iir■NN■ <br />I■■■■■�'�1 <br />• • <br />©I <br />_- <br />2X4#2S <br />CARPET <br />EXT. <br />C <br />BITFOL <br />.: <br />62)2668 <br />i7hffim 0 <br />IN' <br />11 <br />E <br />0 0al <br />co <br />GTT �1 <br />• <br />L- -�■■ <br />'OM <br />I nom�0 <br />��� <br />• <br />.1 <br />OEM 0 <br />to <br />d <br />42" HALF <br />WALL <br />BON S <br />ROOM <br />EGRESS <br />�) <br />••• <br />!I <br />/\ICARPET <br />I� <br />..: <br />�� 1 <br />0 1.90 <br />F17 <br />8'-6" <br />0070 plm� 290 <br />17'4" <br />�;"���.■■ <br />1 <br />1 <br />CARPET... <br />.r <br />' <br />■r - • • <br />• <br />O O <br />1 <br />-�IM- <br />• <br />25-SH <br />©EGRESS <br /><�> rGRESS(@ <br />1 <br />IW/ <br />MSTAM36 <br />BASE <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 />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.G. <br />SPF #2 <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 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 ar 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 />AA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GC� <br />SEE SIN SHEET 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 <br />+34.0 / -44.8 <br />WALL LEGEND <br />�111111111111�11� • - . ` <br />TYP. 2x FRAME WALL <br />-_ -- -- BEARING WALL <br />SIM <br />3 1/2 34-SH 6 I 3 FC03 <br />H1 D2 I D2 INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />D2 I 7,1 ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />/ (1 MSTAM36 O I REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />BASE <br />I SYSTEM <br />------ ---'-- - _ -_-_ - --- -- <br />3'-6" 6'-6" 2'-4" - - - 4'-2" - - - - - 4 2" - 5'-0" 5-8" T-10" 11'-0" T-10" <br />AREA TABULATION "B" <br />1ST FLOOR LIVING AREA 1358 <br />12'-4" 8' 4" 10'-8" 18'-8"0 <br />4 2ND FLOOR LIVING AREA 1996 <br />50'-0" LIVING TOTAL 3354 <br />GARAGE 644 <br />ENTRY 137 <br />TOTAL AREA 4135 <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-11/13-13 KRAFT FACED <br />SECOND <br />FLOOR <br />PLAN-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 />I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: Y4r=V-0" (GARAGE / LIVING) <br />CD 2 <br />zM <br />0 <br />m <br />z� <br />z <br /><c <br />J <br />U, zCl(D <br />Q) cn <br />+__j w <br />p <br />•O <br />w <br />F <br />t/) � <br />NZ rz u <br />E <br />a <br />m <br />�- <br />C'mM <br />11111111M, 0 v V <br />O o N <br />Ls' � <br />a:08 <br />� no <br /><Lm <br />vnv <br />M < d <br />Al <br />B D• <br />N� <br />=J� <br />N <br />m� <br />O V N <br />Z W c7N6Z :4, z <br />U) � <br />� LL � W <br />LN � V .1 , a w <br />LU a- <br />Z_ C, <br />UMZW fi4Q,sltK� <br />W.FD'Gc6Cld%I' , <br />J V) �. <br />' <br />0 <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 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 />0z <br />w� <br />f F- <br />W<�cr <br />�4800 <br />oo�c� <br />U� <br />z <br />-2 <br />J <br />rWpoo <br />"- <br />00L0 <br />n <br />Z 8 <br />r U <br />�- <br />00 <br />f z <br />z <br />o <br />%%.� <br />LLL <br />3 <br />T-i <br />Q <br />z <br />> <br />N <br />w <br />VO <br />M <br />Mor <br />0 <br />H� 0. <br />Z ' <br />r� <br />Q <br />2o�2 <br />Z <br />Z <br />N <br />.a�� <br />Lu <br />J <br />^ <br />L 1 <br />r-1 <br />LLl <br />Q <br />W <br />2:F <br />Z <br />�(�9Zo <br />� U <br />~o <br />z <br />Ln <br />NZ <br />�zo <br />RE <br />m <br />� <br />z <br />g <br />= <br />¢Lu <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. <br />SHEET NO. <br />1.2 <br />Zz <br />