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0 <br />O <br />I <br />0 <br />60 <br />59'-4" <br />37'-8" 6-0" <br />2 V-5" 16'-3" 5'-0" <br />A O <br />S3 H.B. <br />35-SH <br />\\\\ I <br />I <br />oZ <br />o <br />\ <br />N <br />rn— <br />\ <br />C) <br />bN <br />rU <br />\ \ <br />30'-0" <br />in <br />CAFE\ <br />\\ <br />FAMILY ROOM <br />VAULT. CLG. <br />\\ <br />VAULT. CLG. <br />CARPET <br />CARPET <br />�m <br />7 <br />PATIO <br />\ <br />� \\ T M <br />\r ------------------------------------ ----- <br />0 I <br />I I <br />I <br />2:12ECEILING <br />I <br />I � <br />„ I <br />9'-0" T-8" 2'-8" 4'-3" 1. 6'-10" 0 T-7" <br />I <br />5'-0" 1 -78., G DRER VENT <br />TH RU ROOF - <br />- - <br />1= <br />H1 <br />11 <br />(4) 2x4 #2 SYP <br />STUDS W/ LISP G <br />� <br />= HTT4@ BASE S3 19 <br />CN I <br />N <br />OWNS 'S <br />SUIT <br />8'-0" FLAT dG. <br />CARPET �+ <br />'v <br />TYP @ 1 STORY <br />I <br />A I - <br />S3 <br />I <br />fn <br />= w <br />LD Er <br />O N w <br />H.B. <br />00 <br />00- <br />N 1O(r <br />1 <br />. 6a <br />2668 <br />�� <br />Q <br />C; <br />3'-55" <br />8 <br />_ <br />---KITCHEN <br />rt <br />-to <br />- - _B-4„ FLAT-CLG.. <br />E0 <br />a <br />PANTRYN <br />CN TILE <br />= w <br />�p <br />8'-0" <br />- <br />RANGE <br />- <br />LAT CLG. <br />� <br />TILE <br />9 ra <br />So 9 <br />& <br />5-SH <br />--- <br />----- <br />O O <br />60" X 36" <br />R &S <br />SHOWER <br />O <br />--------------- - <br />N <br />8'_334" _ <br />T-8 ,W <br />TILE - ------ -- 1 - - I I <br />FOYER <br />I <br />04 <br />068 <br />I <br />� I <br />Q <br />n n <br />II 11 <br />- III c� <br />`�sSQ 32868 <br />T Inl¢ I <br />11 I I <br />8' 0 I <br />FLAT CLG. - L _r <br />OPT. D PT. <br />o FIBERGLASS <br />1 SURROUND <br />6 33„ <br />- - TB <br />-BATH <br />8`-0"-FLAT CLG. <br />TILE <br />-- - <br />_ oa <br />00 <br />(D <br />CARPET <br />9'-4" FLAT CLG. <br />in,,4••HALL <br />SURROUNDFIBERGLASS <br />.neir7II <br />' 0... <br />II <br />.•� <br />. <br />IL <br />CLG. <br />!� <br />TILE'T <br />eTB <br />•• <br />00 <br />BEDROOM 2 <br />00 <br />CD ,It I <br />0" FLAT_ <br />a <br />IIIIIIIIIIIIIICIIIIIIIIIIIIIIIIIICIIIIIIIIC]'�[�1111111111 <br />30'-10" L T-10" <br />EGRESS I <br />25-SH <br />O <br />Ell <br />ENTRY <br />8'-0" FLAT CLG. <br />HANSON BOX @ <br />36" A.F.F. <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />K 2-CAR GAR G E <br />S3 8'-0" FLAT CLG. <br />S3 <br />2668 I _C6 <br />8'-0" iN <br />4'-1" 1'-3" <br />0 <br />11'-10" qT-011 <br />BEDROOM <br />8'-0" FLAT CLG. <br />CARPET <br />1 <br />I <br />---------------- <br />4068 B.F. <br />9'-84" EDROOM 4 <br />8'-0" FLAT CLG. <br />CARPET <br />li 8 <br />,N <br />fn <br />Cl)uj <br />I �� A <br />i uJ Cam) <br />A <br />0 <br />i0 <br />rn <br />r` <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=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E 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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />184X254 <br />S.H. <br />13 <br />20X38 <br />184X371 <br />S.H. <br />14 <br />20 X 50 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />J 33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />} 34 <br />27 j X 50 <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />436 <br />27 j X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 1 X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 X 38 <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 4 X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 X 71 1/2 <br />S. H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 } <br />S. H. <br />33 <br />54 X 38 j <br />52 X 37 <br />S. H. <br />34 <br />54 X 501 <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 } 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 />• 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 />• 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 112" 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 Iocated.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 />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 />see Sht. SN1 for installation detail. <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 />OA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />r' <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 />1 +34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />INSULATION REQ. <br />LOCATION <br />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 />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 />UI <br />z M <br />0 <br />— � <br />z�+z <br />V^))' U' <br />� w <br />O L_U <br />E <br />c <br />�Vi <br />o0 <br />mr-- <br />U <br />a9 M <br />W ' E <br />O <br />U <br />C) t0 M m 'D <br />0 r— N <br />= <br />t LL 00 <br />fn n o <br />C Y <br />Q m <br />LL- c �_ <br />Q O <br />Al1 <br />N.e.. <br />•�� pp• r <br />�J <br />P_ <br />C <br />• tea• � 'r� L• <br />Z. sus• �,,.• <br />LL <br />m °p <br />`�\\\�\ <br />LU S <br />0 U <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />ON <br />Z <br />0 � � <br />O <br />> U M O <br />M <br />a�(0`r) <br />a to •L d- <br />Ln <br />LL <br />a -� <br />Q d 00 <br />Z <br />WJo� <br />l� <br />0z <br />oc0 <br />zaa <br /><a <br />w Q � d <br />UZO0 <br />a"..KU <br />ZwwX <br />Z <br />Nz <br />z <br />•� � f J <br />0,0 <br />O-F'S <br />J <br />— <br />Uu8zN <br />oVo <br />zz <br />ro <br />f <br />T� <br />z <br />z <br />O <br />_0 <br />0 <br />u7 3 <br />LL. <br />� <br />> <br />1� <br />o <br />z <br />(� <br />U <br />V / <br />au <br />¢ <br />o <br />lM� <br />V� ¢0¢ <br />O <br />U Ua' m a <br />a a <br />*k <br />tV <br />zaoa <br />a <br />�az3 <br />s��� <br />Z <br />Z <br />N <br />CVLij <br />woo <br />w a w <br />�wf� <br />ago <br />J <br />Ln <br />rl <br />LLI <br />Z o <br />Q <br />¢ 8 <br />Ln <br />Q <br />Z <br />Z <br />a,z <br />�ji <br />m <br />g <br />Z <br />a o <br />co <br />= <br />rn <br />,__q <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAN D <br />VERSION No' 10 <br />SHEET NO. <br />1.0 <br />