Laserfiche WebLink
3 <br />v <br />0 <br />rn <br />rn <br />LO <br />M <br />v+ <br />c <br />3 <br />a <br />rn <br />N <br />a <br />E <br />9 <br />A <br />H.B. S3 <br />TYP @ 1 STORY <br />O <br />25-SH <br />I <br />3Q' <br />°ao <br />SPAD <br />- <br />F BERGLASS 0t <br />10') <br />P <br />URROUND CV <br />to <br />I BEERpG LAS <br />- <br />15'-04„ <br />4„ <br />UR3 VN <br />10 4„ 1, <br />10' 5" <br />o° <br />O <br />0 <br />7M <br />2' <br />r` <br />F,1 <br />60"x36" <br />LID <br />A. III <br />A <br />O <br />`� <br />I <br />TILE <br />SHOWER <br />^' <br />TL �o <br />_ <br />U) <br />N O <br />N <br />OWNER'S = <br />LIN N C <br />BEDROOM 3 <br />BEDROOM 2 <br />16" <br />5-S H <br />DEEP <br />� <br />I <br />iff8'-0" <br />�N <br />SUITE <br />8'-0"CLG. <br />8'-0" CLG. <br />CLG. <br />`�' <br />j _ <br />CARPET I <br />CARPET <br />CARPET <br />8_ <br />1 <br />g, 0„ 2,�, 4. 2„ 3, <br />L. 8, o-„ <br />3'-32' <br />��s� W . I. C. 1 CO <br />2668 2668 <br />rA <br />S3 °P <br />rA <br />I (4) 2x4 #2 SYP STUDS _ <br />S3 <br />W/ USP HTT4 @ BASE <br />AHU 8'-0" CLG. 1 <br />4068 B.F. 0 4068 B.F. <br />TYP @ 1 STORY <br />TYP 1 STORY <br />CARPET I <br />a z 166 R&Ss <br />= w — <br />-------------� — <br />----------- �O z-----------_ _ _ <br />5'-8' <br />10" 4'-0"1 o <br />R&S N <br />R&S tn� J N R&S <br />r _ t _ 20E 8 <br />H DR AT T-4' <br />H S3 <br />, <br />(4) 2x4 #2 SYP STUDS TILE I <br />FOYER <br />`' <br />I M <br />I <br />16'-2" uy <br />1 <br />8, 62„ [0 <br />1 W/ USP HTT4 @ BASE O I I <br />-104„ 11 6,_8„ 9 -6 CLG. - -0" <br />3068 <br />N <br />CAFE <br />S3 <br />CO00VAULT. <br />CLGI ICD <br />o <br />rjr"-----, <br />CARPET I <br />1 11 <br />I <br />BUILDER TO PROVIDE <br />PATIOLO <br />1 1 D.W. <br />I� <br />APPLIANCE G.T. <br />1 11 I <br />I <br />N <br />W.H. <br />PROTECTION WHEN CC r----------- `° <br />S3 <br />I I <br />1 1 <br />I <br />REQUIRED PER FBC I I D I I <br />"x20" SQ. <br />0 <br />cq <br />4'-0" <br />2:12 SLOPES <br />I o <br />I `; <br />1 1 0 <br />u, <br />o <br />O <br />2 6 <br />S3 I I <br />= U I I <br />PILASTER W/ (4) <br />#5 VERTICAL$. <br />CEILING <br />, �0 <br />1 <br />1 i <br />— <br />_ <br />r� <br />1 N — <br />1 x uJ I I ENTRY <br />(SEE E� FOR <br />i <br />1 1 o <br />Y <br />z <br />I <br />0 <br />Q C� I I I 8'-0" CLG. <br />I <br />HEIGHT)). 4x4 P.T. <br />1 1 <br />i� I I I <br />I I <br />#2 SYP WD, POST <br />TO SIT DIRECTLY <br />I <br />I <br />K <br />S3 <br />1 I <br />1 I I I I <br />1 I <br />IN CENTER W/ <br />USP PA44 (TYP OF <br />TW <br />9'-6' <br />CLG.I <br />in <br />N <br />I <br />C -JJ .... <br />P <br />2-16" <br />1 I I <br />1 1 20'-04" <br />) <br />2' <br />2" <br />_j <br />I <br />- <br />ri <br />I I p <br />I 0 I <br />M <br />I <br />AN RY <br />EDGE OF SLAB 2" Q <br />o <br />_ <br />I --CS1 <br />— — — — — <br />=w <br />BEYOND WALL <br />T <br />r <br />OPT. <br />U')� <br />CO <br />� <br />I I w <br />o <br />A <br />�i N <br />N <br />16'5DEEP T <br />DRYER VENT <br />I I I <br />2 CAR GARAGE X <br />THRU WALL <br />T I <br />FAMILY R M <br />— -- — <br />HANSON BOX <br />8'-0" CLG. I I <br />I I <br />8„ <br />o <br />i� 15 O2„ <br />- <br />@ 36" A.F.F. <br />20'-04,. �Sd <br />L. <br />o <br />i CARPET <br />CPJ <br />I <br />w <br />a <br />N <br />Co <br />iv <br />I I I <br />I I I <br />i <br />i� <br />00 <br />V) <br />N— <br />? <br />D <br />S3 <br />I I I <br />I I <br />L <br />286 <br />TI <br />E <br />2868 <br />0 <br />6� <br />U <br />----------- <br />1 <br />CV <br />A H.B. <br />S3 TYP @ 1 STORY <br />5'-2" I. 2'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 114 LVL <br />2.0E Fb=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H$ <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 J X 25 <br />S.H. <br />13 <br />20X38j <br />18JX37j <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 4 <br />S.H. <br />16 <br />20X72 <br />187'X71 <br />S.H. <br />1 H2 <br />27 114 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />271/4X38� <br />26x371 <br />S.H. <br />11-14 <br />27jX50j <br />26x50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <br />26X71112 <br />S.H. <br />22 <br />37jX26 <br />364X251/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 j X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 X72 <br />36 X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54 X 38 <br />52 X 37 <br />S.H. <br />34 <br />54 X 50 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 <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 />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. Ed. 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 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 />DA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />O <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />OG <br />SEE SIN SHEET OH 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 />+34.0 / -44.8 <br />WALL LEGEND <br />11111111111000011 <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 11B111 <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />0 V <br />z C> <br />0 <br />— o <br />z <br />z <br />Q <br />a <br />V, CD <br />w <br />p <br />�U — <br />0 LU <br />Tw <br />= <br />tI <br />! <br />C) <br />N <br />�� <br />m N <br />f— E <br />G M <br />— <br />_ <br />[C2 'Of6 N <br />C) `o <br />U <br />=" o <br />Q rn <br />N w <br />nv <br />rn Q d <br />A I <br />B D® <br />N C B D C <br />N N <br />O � VGi N <br />o Y <br />Z C�j0? <br />W <br />U) <br />��� -' 0 <br />Z �NaoZ Gz z <br />a <br />o <br />W e Z w <br />cn "10 <br />_ <br />W C �__G �3 a <br />,w ze O <br />LLYI <br />Z a��N.� <br />' ❑ <br />W W,W F . EI OM i� <br />O <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply <br />with the 2017 Florida Building Code - <br />Residenfial 6th <br />Edition. Engineer's signature and seal is only for <br />the structural engineering <br />portions of the drawing pages bearing <br />Engineers signature and seal. <br />L E N NA <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />0 <br />�o <br /><F <br />w¢Of� <br />UZ00 <br />U <br />Y <br />�0WZ <br />Za <br />J <br />a <br />j D - O <br />U <br />J <br />i o <br />�— <br />Q� <br />zz <br />>o <br />a <br />0 <br />Zz <br />li <br />z <br />rl <br />LJ <br />�{ <br />v <br />J W <br />°Oo0 LU <br />auk <br />J <br />m2 <br />oao� <br />*k <br />N <br />Lu < <br />$02:° <br />z <br />Z <br />+"'I <br />a =0' 0" !Z <br />w <br />Lr) <br />Lij� <br />'Lou <br />g9� <br />Q <br />z <br />�4z <br />Ln <br />Z <br />1— <br />o, 0 <br />m <br />z <br />W <br />0 <br />�z <br />o� <br />g <br />= <br />nC� <br />.-i <br />a <br />to <br />o <br />SCALE : AS NOTED <br />DATE : <br />08/08/2019 <br />TECH: <br />FM <br />VERSION NO. 3ol <br />SHEET NO. <br />1.0 <br />