Laserfiche WebLink
) A `:_./ <br />H.BS3 <br />EGRESS EGRESS <br />\\� l <br />\\ <br />\`\ <br />\` I "a <br />\\ 00 <br />21'-2" <br />----- <br />�c�° <br />--- N <br />- as <br />5-SH <br />16" DEEP tz <br />PANTRY =Iw <br />F T CLG. �'� <br />•- <br />s8 <br />2'-2" - 10'-4" <br />= <br />" <br />10'-4z„ <br />ti <br />m <br />coon <br />O <br />2'-4') <br />j FIBERGLASS C�� <br />I SURROUND <br />I <br />I <br />I B <br />06 <br />5' 32 <br />I <br />I <br />11'-0" <br />iri <br />AC PAD <br />A <br />S3 <br />TYP @ 1 <br />STORY <br />co <br />RANGE: <br />N <br />V UL <br />. CLG. <br />�r <br />00 <br />in <br />AV— <br />O vi <br />00 <br />PATIO <br />\\\\ I <br />CAFE <br />VAULT. CLG.\\ <br />CARPET I = <br />q <br />N 0 <br />N JW <br />Q <br />\ <br />� <br />_j U <br />a: <br />a <br />--�- <br />OPT <br />REF. <br />I <br />- <br />BEDROOM <br />8'-0"CLG. <br />I CARPET <br />BEDROOM 3 <br />2 $CARP T <br />o <br />Iril 2„ ,- <br />I _7 <br />' „ <br />8 ' EG. <br />= w <br />� �o z a � <br />co <br />c0 6EO - ' � `b <br />N ti <br />i <br />BEDR OM 4 <br />8'-0"CLG. <br />CA PET <br />I <br />cn <br />_`i <br />�f O <br />`"w <br />lit <br />, <br />T <br />SI Kwl <br />ISP <br />_ _ <br />D W; <br />1 <br />C-- --------] <br />- <br />- <br />- <br />-- --------------- <br />1 <br />I <br />I <br />1U, <br />I <br />5068 B.F. <br />4068 B.F. <br />4'-0" <br />11'-7$"I <br />I <br />8'-8" <br />5'-4" <br />14'-6" I 5'-4 <br />T-6" <br />6-10" <br />4'-7" <br />1 <br />1 `� <br />-------R&S------ iV <br />2668 `�� <br />IN <br />- <br />2668 M <br />- <br />- <br />N <br />- <br />LO <br />R&S <br />I <br />I <br />HDR AT 7'-4' <br />23'-8" <br />3'-10" 7'-8" 10'-10$" <br />I <br />5' 0" <br />6" <br />C° <br />2:12 VAULTED CLG. <br />O N r <br />I <br />0I <br />5-115 <br />S3 <br />rico <br />I <br />I <br />FAMILY R M <br />9 -4 CLG. <br />CARPET <br />4'0" 1 <br />R.A.G. <br />AHU <br />N, <br />- <br />co <br />306810 <br />I <br />ENTRY <br />8'-0" CLG. <br />31- <br />�- <br />o <br />o <br />v <br />9'-4' <br />CL <br />11 <br />(3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE <br />yoQ <br />S3 G.T.60 <br />S3 <br />- - - - - - - - - - <br />I I FINISHED <br />WALLS TO BE8'- <br />NFIOETLED:. <br />FLUSH. VERIFY IN <br />IIII <br />1 <br />IIII1III <br />1IIII <br />I1IDTT2Z@BASE <br />„ C <br />G <br />ILE <br />@ 1 STORY <br />OPT. D OPT. <br />��TYP <br />I <br />0 00S <br />3 <br />U)W 17'-8" <br />BERG <br />xw <br />SURROU <br />N60"x36" <br />M <br />2 68 <br />T <br />S() <br />I <br />SHOWER <br />- - <br />HANSONN <br />BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />THRU ROOF <br />2668 7,_8„ <br />�-J <br />K- <br />S3 '- <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />20'-0$„ <br />O <br />O <br />0 <br />¢ <br />w <br />I I > <br />1 O <br />I x <br />I m <br />I <br />58 <br />0 <br />5'-3 <br />" <br />8z <br />3' <br />10" <br />1 <br />T-0" <br />OL6Ir <br />MW <br />' OPM <br />T <br />OWNER'S SUITE <br />W.1.C.:. <br />12 <br />tx <br />2 CAR GARAGE <br />8'-0" CLG. <br />' <br />'-0" <br />CL <br />. <br />rn <br />I <br />8'-0" CLG. B oo <br />CARPET <br />0 <br />8'-0" CLG. r <br />CARPET <br />__-_ <br />---- R&S ---- <br />2,-6„ BUILDER TO <br />PROVIDE <br />O APPLIANCE <br />WHPROTECTION <br />N WHEN REQUIRED <br />PER FBC <br />I <br />I I l <br />I <br />I <br />I <br />L T----------- <br />I <br />I <br />I <br />I <br />I <br />l <br />f <br />I <br />IOPENING <br />TYP @ <br />DKGARAGE <br />j7,=11 <br />E <br />5-SH <br />6" DP.r <br />0 <br />T <br />111111 1150til <br />111711111111101111111111111 <br />1111*11 <br />r 17�7=1 <br />I <br />I* I I I-T <br />I I I I I I I I I I I I [�= <br />1 <br />11111111 <br />� <br />11F11111111111 11111*1111111 <br />A H.BJ <br />S3 <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 91/4" <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 />TYRE <br />12 <br />20X26 <br />184X254 <br />S.H. <br />13 <br />20X38� <br />18�X371 <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 621 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.M. <br />1 H3 <br />27 1/4 X 38 j <br />26 x 37 <br />S.H. <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />1 hI5 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 4 X 50 <br />S.H. <br />25 <br />37 X63 <br />364X621/2 <br />S.H. <br />26 <br />37 X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 2 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 J X 37 i <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 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 518" <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 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 />O <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />�C <br />+28.3 / -30.8 <br />© <br />+28.3 / -36.4 <br />+26.6 / -28.0 <br />Q <br />+26.6 / -32.2 <br />O <br />SEE SN 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 <br />1 +34.0 / -44.8 <br />WALL LEGEND <br />��IIIIIIIIIIIIIIII - <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 11131"1 (TRB) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />FLOOR PLAN - ELEV-B1 <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 />SCALE: %4"=1'-O" <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />JR-11/R-13 KRAFT FACED <br />�1 <br />/ <br />,?,oWN <br />< <br />uX <br />a� <br />,A <br />0' �# ��. •!� <br />•a <br />5 <br />F <br />®��AY <br />O F E S, S\ O� ,��a <br />41IIIIII111 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spec fications contained within these <br />drawings comply with the 2017 <br />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 />W <br />�} <br />`O <br />cc <br />N pp� �V <br />t3 <br />mN� y pNp V `` <br />O <br />v MC� .D _5 W W <br />u.LLaa <br />8 <br />NmIW <br />ai�LL awa Wo <br />CIL <br />Z <br />70'�Q� <br />9 o <br />00m <br />W <br />W <br />O 1- Q <br />�E°'O' <oa0 <br />0)a� 0' N = <br />N Q M z U 0 J <br />z <br />o000 <br />W <br />N O <br />� N <br />O <br />v <br />� <br />d o <br />� co <br />o <br />^� <br />W <br />( <br />J u- <br />f_6 <br />�U <br />+-L o <br />r n <br />O <br />G o <br />� m <br />LU 0 <br />F- t° E <br />0 8 <br />f <br />zl.. <br />= <br />V O u <br />O <br />< O <br />C> <br />co <br />w <br />za <br />o <br />z <br />a <br />L <br />E <br />=o <br />QO <br />g <br />Ym <br />QN <br />Z® <br />E 8 <br />'z <br />�O <br />a <br />UO <br />@ <br />F- C <br />N PO <br />x� <br />a z <br />o05 <br />ww <br />� <br />wg <br />(6 <br />Y <br />O <br />01 <br />Z <br />- <br />J <br />"g <br />'az <br />gz <br />fn <br />iv 3 <br />�m <br />oa <br />5� <br />Q. <br />?r <br />K0 <br />a <br />NW <br />=k <br />(J <br />oLL <br />QoLD <br />�3 <br />_� <br />O <br />G Y <br />F� <br />. <br />d. a0 <br />Co <br />O� <br />za <br />O- <br />03 <br />�N <br />0 <br />L <br />>co <br />r <br />c <br />N <br />.j <br />O^ <br />U <br />n� <br />m <br />T <br />•- <br />T <br />z o <br />LC) <br />y r <br />Cj !z!�- <br />0 <br />N <br />T <br />CM 7-1 <br />04 <br />o <br />z <br />z <br />E p <br />.- <br />cc <br />a <br />U <br />Q po <br />JOB <br />NO: <br />19-8532 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />