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Sim r3"?M <br />�2 �, �2 � (D <br />8> q) W/ MSTAM3� 25-SH <br />25-SH <�> W/ MSTAM36\. 23-SH 25-SH 4) <�> <br />EGRESS BASE TEMP. EGRESS BASE EGRESS <br />R&S <br />(3)2X4#2 <br />SPFSTUDS <br />0 <br />BEDROO� 4 <br />8'-0" CLG. <br />CARPET <br />MASTE <br />SUITE <br />1 <br />2 8 <br />8'-0" CLG. <br />2 X 4 #2 S3F <br />@ 16" <br />O.0 <br />26 <br />CARPET <br />EXT. WAL <br />(TYP <br />U.N.( <br />I <br />C <br />3'-10" 2--6" L. 24" 31-10" <br />91-91, <br />2. <br />IT-71 <br />f_72 <br />0% <br />2 <br />W.I.C. <br />A ER� <br />8-4- CLG. <br />LO <br />(2)2668 <br />- - - - - - - - - - - <br />TIL <br />TIL BI 0 <br />N <br />C14 <br />BI-FOLD <br />R&S <br />C14 <br />I I I I I <br />Ilk <br />TD <br />- - - - - - <br />- - <br />Rj� <br />00 <br />0 <br />(0 LAUNDRY <br />N TV <br />8--b" cLG. t _T _.l­___ <br />-_ NI/_ <br />00 <br />co <br />r111100 <br />PLATFORMS <br />00 <br />C141 <br />30.. A. F.F. <br />z <br />(D 0 <br />a: <br />(2)2668 <br />BI-FOLD <br />3io <br />1 <br />I F_ 0 <br />X <br />U co <br />cn <br />C14 <br />1 1 1 1 DN 16R <br />611 711 1 11 1 <br />3 4 5, 71 8! 91 10! 11!1 1�1 131,14' 1-5 1 <br /><8> <br />60 <br />M <br />N <br />_42N868 <br />AHI, <br />C I R/A <br />1 <br />1 <br />42" HALF <br />WALL <br />4) <br />Cn <br />BATH <br />:3 <br />d <br />TILE <br />r <br />c -;3� <br />i5o <br />BON SROOM <br />�e-0*' <br />25-SH <br />EGRESS <br />0 <br />2668 <br />BI-EOLD <br />CLG. <br />ICARPET <br />4-SH <br />16" DP. <br />rN <br />C14 <br />CN <br />(2)2668 <br />BI-PASS <br />I <br />8'-6- L <br />4'-6" <br />17-111" <br />2 17'-4" <br />to <br />BEDROO� 3 <br />T <br />I A <br />TILE: <br />'KN <br />BEDROOM 5 ;0 <br />T-O" CLG. 1 <br />8'-0" CLG. <br />CARPET ;0 <br />T <br />CARPET <br />FIBERGLASS <br />25-SH 25-SH <br />3 <br />W. 1. C. <br />D2 <br />�q <br />1 8'-0" CLG. c? <br />Sim <br />2 4) <br />4) <br />25-SH <br />EGRESS 25-SH <br />G.T. <br />25-SH MSTAM36 <br /><�> EGRESS4) BASE <br />9 <br />N <br /><�e <br />6 <br />D2 <br />S <br />-W MSTAM36 <br />BASE <br />1/2 34-SH <br />CD <br />r3 <br />ill <br />T- <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><e>(2) <br />- 2XIS #2 SYP W/ 1/2' <br />FLITCH PLATE <br />- 2X8 #2 SYP W/ 1/2" <br /><e(2) <br />> <br />FLITCH PLATE <br />(2) - 2X10 #2 SYP W/ 1/2- <br />FLITCH PLATE <br /><e>(2) <br />- 2X12 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2600 PSI <br />(2) - 1 3/4" X 9 1/4- <br />LVL 2.OE Fb=2600 PSI <br /><e>(2) <br />- 13/4" 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 />BEARI G WALL SCHgDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8-41 <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />91-01, <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>91-011 <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 />SECOND FLOOR PLAN -A <br />SCALE: Y4"=1'-O" <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 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 />• 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 />m sp ere 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 ASTIVI 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 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 />+29.7 -30.8 <br />I- �Ij <br />+29.7 / -39.2 <br />+28.3 -30.8 <br />+28.3 / -36.4 <br />+26.6 -28.0 <br />+26.6 / -32.2 <br />SEE SN SHEE SEE SN SHEET <br />PH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE H WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURET-+34.0 <br />/ -44.8 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />I NUMMMKXKMIIIIIIII 11,11111111111111111 jjj��� <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 "All <br />1ST FLOOR LIVING AREA 1358 <br />2ND FLOOR LIVING AREA 1996 <br />LIVING TOTAL 3354 <br />GARAGE 644 <br />ENTRY 32 <br />TOTAL AREA 4030 <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-1 1 /R-1 3 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 KRAFTFACED <br />C> <br />U) <br />Cl <br />Q) <br />4-J LU <br />Z <br />0 LLJ <br />Z3 <br />E <br />1 (2:1 <br />LU <br />- <br />CO r�- <br />C-4 <br />F, - <br />C) <br />Of I <br />U_ C� <br />-00 <br />I <br />IV <br />M <br />Lo <br />8 <br />Al <br />N,C,8 v� <br />cb <br />Uj Wj <br />LU CL: <br />z <br />LL <br />:::,AL G.0 <br />Vw jDST5N <br />< <br />F: L. <br />4u <br />'YOFESIS% <br />f"(1111111 IwANNN <br />To the best of the Engineers knowledge, informabon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />1 6 <br />cz P <br />Uj <br />z <br />0 <br />0 <br />C., uz, <br />8 <br />< <br />Uj <br />9 <br />CL <br />0 <br />U <br />z <br />1 <br />z <br />0 <br />0 <br />_j <br />U_ <br />0 <br />C) <br />U <br />ro <br />0 <br />< <br />r-4 <br />00 <br />Z <br />z <br />LU <br />V- <br />r-4 <br />Lli <br />2: <br />< <br />< <br />z <br />Z <br />U) 8 <br />0 <br />r_% <br />C� <br />Z <br />CL <br />LU <br />Ln <br />25 <br />SCALE AS NOTED <br />DATE 11/2/2018 <br />TECH: KFRAZER <br />VERSION NO - 3al <br />SHEET NO. <br />1.2 <br />