Laserfiche WebLink
O <br />35-SH <br />co <br />O <br />0 <br />to <br />N <br />rn <br />TYP @ 2 STORY <br />J <br />S6 <br />a <br />E <br />0 <br />x <br />M <br />r! <br />U <br />W <br />m <br />50'-0" <br />I j . <br />4'-8" 8'-6" 8'-10" 11'-6" 9'-6" & 7-0" <br />OO <br />H.B. 35SH <br />- <br />O O <br />S.G.D. 25-SH 25SH <br />- <br />TEMP. EGRESS <br />MASTER <br />4 2X4#2SPF SUITE <br />STUDS W/ 5/8" 8'-8" CLG, <br />ANCHOR BOLT & CARPET <br />(18) 10d NAILS <br />17'-7$" <br />OP <br />, <br />r <br />G <br />S3 <br />W/#2SPF <br />@ 12" O.C. <br />FIELD VERIFY HEIGHT <br />00 CD MECHANICAL <br />N CONTRACTOR <br />(3) 2 X 4 #2 SPF WI <br />STUDS W/ HTT45 5'-115" C T 2868 " - <br />W/ / ANCHOR s 7 <br />O <br />23-SH <br />TEMP. <br />AC PAD <br />6068 <br />FAMILY <br />8'-8" CLG. <br />CARPET <br />N <br />'- <br />20' 7" <br />�8 <br />coo <br />_ tY z <br />ow g� <br />x °°� <br />M� LL� <br />868 <br />t G <br />ASTER <br />AT H <br />8'-8"CLG. <br />TILE <br />s9 o <br />2668 <br />BI-FOLD <br />w U)p <br />J 400 <br />1 <br />I <br />2' 1 11" <br />5'-4" z <br />- <br />"'� <br />�' <br />3'_ <br />as <br />j <br />C <br />T <br />��,°' <br />q��o`6 <br />q' <br />co <br />-311 <br />� CO <br />cw `N <br />12-5" <br />C <br />BOLTS & <br />NAILS <br />+42" SLOPING <br />HALF WALL <br />(18) 10d <br />T <br />- <br />I I <br />UP 16R I I <br />_ _ _ <br />O F 6„ � <br />G H2 ''11 <br />C S3 S <br />H1 <br />A.G. <br />---- <br />I I I I 1 I I I GG <br />I I I I I I I I S3 <br />LAUNDRY <br />Q <br />I <br />I <br />i <br />I <br />I <br />1 <br />u) <br />0 <br />1 <br />i <br />HANSON BONj <br />36" A.F.F. <br />r. <br />R&S <br />I <br />co <br />°a <br />W.I.C. 1 0: <br />8'-8" CLG. I <br />I <br />8'- <br />c'6, <br />s8 <br />HU <br />G. <br />b <br />`r <br />T------ <br />CAFE <br />8-8 CLG. <br />TILE <br />�^ <br />PLATFORMS <br />30' <br />A.F.F. <br />v <br />I <br />11 <br />I I <br />12 I3 <br />o <br />tY I i <br />p F 1 I <br />= Q I I <br />= <br />- <br />I <br />14 <br />I <br />15 <br />I <br />16 <br />I <br />17 <br />I <br />!8 <br />I <br />19 <br />I <br />110 <br />H1 <br />5z <br />o <br />-' <br />GG <br />S3 <br />19 <br />00 `* <br />N <br />H2 <br />- - <br />112 <br />5'-0" <br />3. " X 7' <br />GG <br />- - <br />(3) 2 X 4 #2 SPF DRYER VENT <br />STUDS W/ HTT45 THRU WALL <br />ANCHOR <br />W/ BO18"LTS <br />BOLTS & {18} 10d b <br />CC NAILS r <br />S3 in <br />2 <br />BEYONDWALL <br />W.H. <br />CC <br />S3 <br />p <br />BUILDER TO PROVIDE <br />APPLIANCE <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />H2 <br />,_8, <br />S3 <br />C <br />° N <br />N <br />P.L. 1 <br />C <br />5 W <br />NAI <br />'-" <br />a <br />BE <br />UM <br />5/8" <br />S S <br />G <br />1113 - <br />1--- - <br />111 <br />I - - - - - <br />1 �5 _ _ <br />I116i�I <br />I I O H 0 <br />= ¢7 <br />- ( <br />l.. <br />w I <br />.. <br />I OPT. <br />REF. <br />1 <br />FB <br />W/ <br />A ) <br />HTT <br />Od <br />2868 <br />I <br />q <br />- - - - - <br />r---� <br />D.W. O <br />- - - - - - <br />24 <br />O <br />_ <br />(4)2X4#2SPF <br />STUDS W/(4)16d <br />@ <br />3 CAR GARAGE <br />8'-8" CLG. <br />20'-0" <br />- <br />H2 <br />5'-11 s' <br />CC <br />S3 <br />T-8" <br />SINK w/ DISP <br />KITCHEN <br />8'-8" CLG. <br />TILE <br />N <br />00 <br />5'-2 <br />14'-10" <br />•I RANGE <br />27 27 <br />IR _ <br />00 <br />czp PA TR , „ 11 r,`b <br />rr, 8' 8„ <br />rF1 <br />TIE 0 <br />165DEEP <br />6'-8Z' 5'-72" 1 75" <br />_o <br />CC <br />S3 r - - - - - - - - - - - - - - - - - - - - - - - <br />I <br />I <br />- - - - - - - - - - - - - - - - -- I <br />I I <br />I I <br />I 1 I <br />I I I <br />I I I <br />I I I <br />I 16 x 7 OVERHEAD DOOR <br />D <br />---------------------- <br />I S3 j <br />- - - - - - - - - - - - - - - - - - - - - - <br />I 8 x 7 OVERHEAD DOOR <br />- - - - - - - - - - - - - - - O <br />--------- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-------- <br />- - - - - - - - <br />- J <br />'1 <br />_ <br />FT <br />_HDR_A_T_8'-0" <br />� <br />c <br />FY <br />R <br />'-8" <br />CL <br />. <br />5'- <br />14' <br />-1 <br />FLEX QI <br />8'-8" CLG. 11 o <br />CARPET �I r <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. VERIFY IN <br />FIELD. <br />00 <br />O O <br />25 SH EGRESS 25 H <br />H <br />o B 1 <br />`' 1 <br />ENTRY <br />8'-8" CLG. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />TYP @ <br />GARAGE <br />I <br />I <br />1 T-10" T-10" T-0" <br />'-0_,5'-8" <br />I <br />I <br />I <br />I <br />I <br />ism <br />'-0" 5-10" '-0" <br />5'-8" j'-0" T-10" J '4" <br />" <br />8'-01, <br />1'-4" <br />'-0" <br />16-0" <br />L V-8" <br />21'-4" <br />10'-0" <br />18'-8" <br />50'-0" <br />TYP @ 2 STORY <br />J <br />S6 <br />(3) 2 X 4 #2 SPF <br />STUDS W/ HTT45 <br />W/ 5/8" ANCHOR <br />BOLTS & (18) 10d <br />NAILS <br />TYP @ 2 STORY <br />J <br />S6 <br />0 <br />N <br />MS, <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 />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 112" 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 />It, 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 />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 />UA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0F <br />+26.6 / -32.2 <br />�G <br />SEE SN SHEET �H 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 <br />1 +34.0 / -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 "B" <br />1ST 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 i R-VALUE / TYPE <br />EXT FRAME 2 x 4 <br />EXT FRAME 2 x 6 <br />FIRST FLOOR PLAN ELEV-B CONDITIONED CEILING <br />SCALE: Y4'=1'-0" <br />R-11/R-13 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />I BUJ <br />0 0 <br />C9 <br />M <br />- o <br />CD <br />z <br />z <br />Q <br />Iz <br />tJ) 0 <br />� cry <br />LLJ <br />� o <br />.O W <br />C6 `- <br />U <br />�� <br />m IN <br />W <br />F- o <br />- U <br />N M <br />CM Cl) <br />f` 0 N <br />_ <br />oso <br />LL00 <br />U <br />00 <br />in <br />o <br />o-o <br />$, v <br />B DO <br />��BrO+c <br />111�- <br />• <br />io <br />cc 3 <br />U' Z W ��� z _ � � <br />C9 J LJi O u.7 Laz, <br />N °' w <br />W " '0. <br />10Z0Ew, <br />U 1 <br />•' <br />C) <br />°v <br />To the best of the Engineers 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 />Engineers signature and seal. <br />L <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. LennarTampa.com <br />0 <br />I� <br />Wo <br />za¢ <br />0 <br />ZW: <br />2:W <br />m <br />LLI <br />zo <br />r <br />} <br />o <br />i z <br />z <br />-a <br />z <br />ca <br />O <br />� <br />� <br />� <br />a <br />O <br />J W <br />L <br />U <br />N <br />w <br />LU <br />Boo <br />J <br />U <br />Q <br />^, <br />2O <br />Q Z <br />y <br />Z G <br />00 <br />g� <br />Z <br />N <br />o <br />&0ti <br />W <br />L0 <br />LLI <br />Z <br />���m <br />0 <br />$�0 <br />" W o <br />Ln <br />Q <br />W z <br />N <br />Z <br />Ce <br />In 0 <br />0 <br />O <br />O1 <br />Q <br />= <br />aE <br />T-4 <br />11 <br />cn <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. 42 <br />SHEET NO. <br />1.1 <br />