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6601 Silverado Ranch Blvd
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6601 Silverado Ranch Blvd
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3/21/2025 6:36:20 AM
Creation date
2/19/2025 9:03:53 AM
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Building Plans
Street #
6601
Location
Silverado Ranch Blvd
Contractor
Lennar Homes
Building Plans - Permit #
19138
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M <br />6 <br />H1 <br />w <br />6 <br />MANFG. <br />FOYER HALL <br />"OPEN TO 1 8'-0" FLAT CLG. <br />AREA <br />0 <br />ILETO <br />F. <br />5 <br />4 <br />N <br />D2 <br />BELOW TILE <br />8'-0" FLAT CLG. <br />M. <br />p <br />B H <br />I I <br />8 4' <br />A_ <br />O <br />w <br />I <br />BEDROOM 4 <br />1/2 WALL I <br />CARPET oo <br />00 <br />-- 8'-0" FLAT LG. <br />X <br />SHOWE <br />TEMP. GL. <br />ENCL. ON42 <br />2 <br />WOOD CA <br />6 <br />W <br />TILE <br />- <br />T <br />8'-0" FLAT CLG. <br />" <br />@ 42" AF i J <br />D2 <br />W Q <br />00 <br />I <br />HIGH KNWL. <br />LO <br />" <br />CARPET <br />it <br />T-7' i 5'-0" <br />9'-2" <br />Z d <br />r <br />---------- <br />---J <br />Y In <br />H C) <br />T <br />Z 0- <br />I I a <br />35 <br />H2 <br />J <br />S6 <br />SH <br />���� J <br />I a U) <br />w <br />6 <br />C <br />M <br />II <br />ID2 <br />0 <br />H2 <br />D2 <br />M <br />a <br />O <br />I <br />G.T._ <br />2668 <br />33 SH <br />25 3H <br />tl> <br />< H1 <br />ATTICI <br />'? 5c <br />j <br />(ELEV. <br />(EL V. <br />L <br />A,B,C,F) <br />D& G) <br />15'-1" <br />6-3" <br />3'-8" 3'-8" <br />4'-4" <br />4'-4" <br />6'-4" <br />64" <br />3.5" x 3.5" P.L. COLUMN <br />3.5" x 5.25" P.L. <br />2.OE UNDER GIRDER w/ <br />COLUMN 2.OE UNDER <br />-------------J <br />MSTCM-40 STRAPS AT <br />GIRDER w/ MSTCM-40 <br />BASE "SOLID <br />STRAPS AT BASE <br />BLOCKING REQ'D <br />"SOLID BLOCKING <br />1� <br />UNDER COLUMN". <br />REQ'D UNDER <br />N <br />COLUMN". <br />BONUS <br />ROOM <br />8'-0" FLAT CLG. <br />N <br />CARPET <br />3 <br />D2 <br />_ - G.T_ELEV. A <br />(2) 2x4 #2 SPF <br />(2) 2x4 #2 SPF D2 <br />D2 <br />STUDS UNDER G.T. <br />STUDS UNDER G.T. <br />w/ (1) MSTAM36 @ <br />w/ (1) MSTAM36 @ <br />BASE <br />BASE <br />9 <br />D2 H1 <br />9 <br />H1 D2 <br />sH <br />3'-7" <br />14'-2" <br />3'-7" <br />7'4" <br />8'-8" <br />12'-8" <br />? <br />I <br />I <br />I <br />I <br />I <br />I <br />40, <br />- <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />L- <br />- - - - - - - - - - - - - - - <br />---------L <br />I <br />I <br />I <br />I <br />21'-4" <br />28'-8" <br />op <br />50'-0" <br />1110 <br />NOTES: 2ND FLOOR <br />ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS <br />SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE. <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.C. <br />SPF #2 <br />>9'-0" <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 />0 <br />I, 6-34'" � 0', <br />OPT. DRY BAR <br />REVISION NOTES 12/17/2009: <br />1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS <br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. <br />2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. <br />EXCEPT IN WET AREAS. SPACE WET AREA <br />FURRING AT 16" O.C. <br />3. NO RECESSES FOR SHOWERS. SHOWERS ARE <br />TO BE PANNED WITH A PRE-FAB. BASE. <br />4. ALL VANITY HEIGHTS ARE 36" A.F.F. <br />5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" <br />RECESS. REFER TO MASON'S SCOPE FOR <br />RECESS WIDTH. <br />6. ALL BATHROOMS HAVE ONE MEDICINE CABINET <br />7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. <br />8. ALL TUB DECKS ARE SIZED AS FOLLOWS; <br />40' PRODUCT LINE - MIN. 48" x 64" <br />50' PRODUCT LINE - MIN. 48" x 76" <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=2950 <br />H6 <br />(2) -1 3/4" X 9 1/4" <br />LVL 2.oE Fb=2950 <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />Oq <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />OF <br />+23.0 / -28.9 <br />G�O <br />SEE SN SHEET OH SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <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 />184X374 <br />S.H. <br />14 <br />20X50j <br />181X50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 4 <br />S.H. <br />16 <br />20X72 <br />18jX71 4 <br />S.H. <br />1732 <br />27 1/4 X 26 <br />26 X 25 7 <br />S.H. <br />J 33 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />j 34 <br />27 4 X 50 i <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 1 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />} 36 <br />27 � X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 1 X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37jX72 <br />36jX711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j X 62 � <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 j <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 />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />• Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Door between <br />garage and residence shall be equipped with solid doors not <br />less than 1 3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1 3/8" thick, or 20-minute fire -rated doors, <br />equipped with self -closing device. <br />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the walls or ceilings separating the dwelling from the garage <br />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 <br />openings into the garage. <br />• Other penetrations shall be protected as required by section <br />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 opening of an operable window is <br />located more than 72 inches above the finished grade or surface <br />below, the lowest part of the clear opening of the window shall be <br />a minimum of 24 inches above the finished floor of the room in <br />which the window is located. Operable sections of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <br />such openings are located within 24 inches of the finished floor. <br />Chapter 45 Private Swiming 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 a 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 />see Sht. SN1 for installation detail. <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 />GAS APPLIANCES <br />G.C. TO VERIFY LOCATION OF GAS RISER BEFORE <br />COMMENCEMENT OF WORK. SEE SHT SIN FOR <br />INSTALLATION DETAIL. <br />WHERE GAS WATER HEATERS ARE INSTALLED. <br />WATER HEATERS SHALL BE INSTALLED A MIN. OF 18" <br />ABOVE FLOOR PER FBCR G2408.2 <br />EXCEPTION: APPLIANCES THAT ARE LISTED AS <br />FLAMMABLE VAPOR IGNITION RESISTED DO NOT <br />HAVE TO HAVE THE IGNITION SOURCE ELEVATED. <br />WALL LEGEND <br />MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1ST FLOOR <br />2ND FLOOR <br />1713 S.F. <br />1998 S.F. <br />TOTAL <br />3711 S.F. <br />GARAGE <br />606 S.F. <br />ENTRY <br />35 S.F. <br />LANAI <br />294 S.F. <br />TOTAL SQ. FT. <br />4646 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x4 <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 />2ND FLOOR PLAN Elev A-B-C <br />SCALE: %4"=1'-0" <br />9 <br />(D �2 <br />z M <br />o <br />O <br />_ <br />z° <br />z <br />Q <br />J <br />V) UI <br />w <br />U - <br />w <br />0 <br />m <br />~ <br />0 <br />�V) <br />o0 <br />U <br />LU <br />E <br />mM <br />c ca co <br />mach <br />- 0 <br />O o0 <br />00 <br />(, V) <br />C Y <br />o `° <br />L0 oao <br />Qm <br />"'ao <br />A <br />1 <br />`N C B�D•C <br />co <br />0 e N <br />SU-J,��Jy. <br />�m <br />7 <br />.LJwL <br />aw'OL <br />tL <br />3 (,� <br />c ¢ <br />d <br />�r <br />_ y6c <br />���" o 9 , r �mq <br />LL <br />0 <br />• m�, <br />LLI E S S <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />z r*4 <br />O�I� <br />> U.)r) O <br />CO <br />Q <br />i2 cn •� �t <br />NLL� <br />CL <br />H <br />U p- 00 <br />Q � <br />� <br />ru <br />z <br />LUJ <br />C:) <br />0Z <br />o <br />wzi-�a <br />z <br />w00¢w�iY <br />U�Ecna0 <br />a z U <br />zz� <br />>-QU�Q <br />_ X, Z w z <br />C7Zpo W <br />aaU <br />M <br />UO� <br />0L40��o <br />��a0Zo <br />O <br />��w <br />O <br />LP) <br />N <br />Ll) <br />J <br />Oa <br />ujuj <br />w000� <br />0 <br />� p z m LL <br />Z <br />Z <br />J <br />w <br />LLJ zpoo:o <br />LU <br />¢QJQo� <br />I I-q��acg <br />J <br />u <br />�g;9oa <br />ww0u_z¢ <br />=�QoS <br />co <br />0 <br />� 0 <br />`"aoza <br />O <br />M <br />_j�aYw <br />' 1� ` <br />¢<F- <br />Z <br />M LL <br />w <br />LU <br />Z <br />> <br />O <br />15z <br />_ja <br />CV <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />1122 <br />JOB NO: 17-5171 <br />SHEET NO. <br />2 <br />�lii P I�R:1I7111i"lIA111118 <br />
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