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9 <br />C) <br />C) <br />c14 <br />C�4 <br />�2 <br />:�E <br />c14 <br />r__ <br />C) <br />C14 <br />C) <br />C'4 <br />�2 <br />C <br />E <br />W <br />(D <br />LZ <br />IST-13" <br />T 14) H.B. T <br />0 <br />U) LU <br />777V71 I I I 1 <br />011111111 <br />11 <br />0? <br />00 <br />17'40.811 �4 <br />OWNER'S SUITE rB <br />-i <br />8'-0" CLG. 00 <br />CARPET <br />5' <br />5-SH <br />6" DP�- <br />6" <br />R&S <br />- - - - - - - - - - - - <br />I <br />1 U) <br />ca <br />X <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />2'-6" WHEN REQUIRED <br />PER FBC <br />2 CAR GARAGE <br />8'-0" CLG. <br />20'-08" <br />- - - - - - - - - - - -- <br />51j <br />ILINEN`- <br />L <br />W. I. C. <br />8% <br />8'-0" CLG. Aj <br />CARPET 7.: <br />7: <br />L <br />T-8" <br />E�A <br />CD <br />"_ <br />TILE <br />3r­_0 <br />coo <br />00 <br />00 <br />5'-4" <br />2868 <br />- -------- -- <br />N <br />(4) 2x4 #2 SYP STUDS FIBERGLASS <br />W/ USP HTT4 @ BASE SD <br />_a1ROUND <br />FAMILY RM <br />9'-4" CLG. <br />CARPET <br />2348" LO <br />2668 <br />HANS <br />H A N ON <br />B X <br />BOX @ 36" <br />0 <br />_F <br />A.F.F. <br />A F <br />DRYER VENT <br />D R Y <br />T HRU RCOF--\ <br />R <br />S'S <br />- <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />A <br />(4) 2x4 #2 SYP <br />STUDS W/ USP <br />HTT4 @ BASE <br />0 <br />W <br />W <br />X <br />- <br />NOTE: FINISHED <br />WALLS TO BE <br />FLUSH. VERIFY IN <br />FIELD. <br />-- - - - - - - - - - - - - <br />cc <br />I <br />I <br />I <br />9 <br />Air <br />IT <br />9 <br />1 <br />0C <br />50"xW" <br />SHOWER[ <br />T:) <br />AHLI <br />RAG <br />TYP @ 1 STORY <br />�3 <br />LO <br />PT. OPT. D <br />_AU 1q. <br />I <br />2:12 VAULTED CLG. <br />TILE <br />z <br />C? <br />I <br />L�2 84 <br />�8 <br />LO <br />T- 10" <br />T-8" <br />10,-1cos" <br />r <br />77* <br />F <br />3068 <br />1 <br />ENTRY <br />8'-0" CLG. <br />C? <br />t7 3 <br />9 4'CLa. <br />6 1 <br />TiW <br />8' <br />6-10" C\l <br />H DR AT T-4" <br />R&S <br />2668 <br />A <br />4'-7 8'-8" c) <br />I I I I I I I I J!�L- 1111110 77771 <br />- L�20 R&S <br />7 17 <br />14'-6" 7 T-16" <br />4'-0" <br />C� <br />C) <br />0? <br />10 <br />9 <br />PATIO. CAFE <br />8'-0" CILG <br />U) CARPET <br />00 I <br />to <br />LO <br />7 < _j <br />04 > 0 <br />20'-d8" <br />5068 B.F. <br />OPT. <br />REF. <br />BEDROOM <br />8'-0" CLG. <br />CARPET <br />!�! 1 <br />Z-112" 10'-4" <br />C, <br />2 <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'-4 2 <br />00 Ma- z <br />to <br />(0 W <br />N <br />E A'�T�F i <br />I G: <br />7411 <br />4068 B.F. <br />BEDROOM 4 <br />8'-O"CLG. <br />CARPET <br />(n <br />MU) <br />U)W o <br />W <br />CD <br />_T_ <br />------ <br />F - - - <br />D.W. 1 <br />24 18 -3 <br />3L__ 1 <br />7 <br />0 <br />SINK <br />W/ DISP <br />2-2 <br />A,, <br />00 <br />PANT RY 0- <br />rw <br />UJ <br />C?o <br />FLAT C LG. Lo= <br />5-SH <br />16"DEEP <br />LL: <br />CJ <br />00 <br />W <br />0 <br />1 08 <br />1 X <br />TP <br />2" <br />1 <br />0? <br />b) <br />TYP @ 1 <br />STORY <br />___VikIJLT_.CLG_._ <br />TILE <br />r <br />I p4n� <br />!Nn <br />AC PAD <br />I <br />1 <br />FIBERGLA S <br />SURROU D 0 <br />36 <br />- - - - - - 00- <br />M <br />11111 <br />111111111 <br />11 A <br />25-SH 25-SH <br />EGRESS EGRESS <br />H. 13� <br />19'-6" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2XIS #2 SYP W1 1/2" <br />FILITCH PLATE <br />(2) - 2X8 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FILITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FILITCH PLATE <br />(2) - 1314" X 11 1/4 LVL <br />2.OE Fb=2600 PSI <br />(2) - 1 314" X 9 1/4" <br />LVL 2.OE Fb=2600 PSI <br />(2) - 13/4" X 16" <br />LVIL 2.01E Fb=2600 PSI <br />(2) - 13/4" X 7 1/4" <br />LVIL 2.OE Fb=2600 PSI <br />(2) - 2X4 #2 SYP \1V1 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 W1 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 />184X254 <br />S.H. <br />13 <br />20 X 38 <br />18 4 X 37 1 <br />&H. <br />14 <br />20X50t <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26X25J <br />S.H. <br />J33 <br />27 114 X 38 <br />N/A <br />S.H. <br />j 34 <br />27 4 X 50 <br />N/A <br />S.H. <br />J33 <br />N/A <br />26 x 371 <br />S.H. <br />j 36 <br />27JX72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37JX501 <br />364X50 <br />S.H. <br />26 <br />37 j X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />524X254 <br />S.H. <br />33 <br />54 X 38 j <br />524X37i <br />S.H. <br />34 <br />54 X 50 j <br />52 4 X 50 <br />&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 />General notes <br />R302.5 Dwelling/Garage Open ing/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 13/8" 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 />R302.1 1, 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 />Where gas water heaters are installed. Water heaters shall be <br />ns e amn.o a ove r. per . . xcep w ere <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 -30.8 <br />+29.7 / -39.2 <br />+28.3 -30.8 <br />(D-) <br />+28.3 / -36.4 <br />+26.6 -28.0 <br />+26.6 / -32.2 <br />SEE SN SHEET SEE N SHEET <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE] <br />+34.0 / -44.8 <br />WALLLEGEND <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 "All' <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION <br />R-VALLIE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R- 11 /R-1 3 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 I R-1 1/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />C> <br />(D <br />4 LU <br />-10 <br />0 LU <br />C� <br />I <br />E <br />0 <br />Ln <br />(I)CO <br />0c) <br />04 <br />CO co <br />LU <br />E <br />0 <br />r_ M C0 <br />-M "D c" <br />O'c C14 <br />.9 c) <br />LL <br />a), <br />IM <br />.0) < 6 <br />ALI <br />BID. <br />c Zv_ <br />CQ <br />�kp <br />C11 <br />U <br />ij <br />c; <br />U) z <br />C, <br />Lc: UP <br />1a - * . ..... <br />z a a <br />#A S10 <br />Z <br />Ul V Zz <br />CD <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 oe-Rei enta t E ton. Engneers <br />signature an d eal is only for the structural engineering <br />portions ofthe drawing pages bearing Engineer's signature <br />and seal. <br />C) <br />Z <br />0 a) <br />1­4 4-J <br />C:) <br />V) '- i�o <br />C:) <br />z <br />> <br />t-4 C:) <br />CQ <br />< -0 <br />U) r11% <br />0) 0 Ln <br />L_ LL. <br />Z <br />Q� U 00 <br /><E <br />z <br />W <br />z <br />L.Lj C:) <br />_j C) <br />t.0 <br />0, <br />=0 <br />z <br />< <br />i5 <br />U z <br />r 4 8,0, <br />ocw= <br />zw < <br />�-Uzz <br />:0:, <br />z <br />1: w Z <br />02 � LU <br />ME- <br />< <br />L��R- <br />0 00 <br />Uluu 04 <br />z Z <br />(3) <br />>� 8 <br />Z� <br />z <br />0 <br />C: <br />j <br />LL_ <br />z <br />0 <br />U <br />C/) <br />Vj l0- Zo <br />Lu <br />U <br />E <br />r-4 <br />< R <br />Z, od <br />z < <br />< <br />'u, 41 .3: <br />#�Xa <br />z <br />z <br />S 9 'g <br />Lu <br />U.1 <br />Lr) <br />LU <br />2: <br />Uj <br />< <br />0 2 :Z=, <br />z <br />2 <br />1714 <br />C) <br />Z <br />z <br />0 <br />C'4 <br />Z <br />ILIJ <br />z <br />2 <br />z <br />T__q <br />I a- <br />I U0 <br />SCALE AS NOTED <br />DATE 3/19/2018 <br />TECH: MIAMES <br />VERSION No' 4n0 <br />SHEEFNO. <br />0 <br />