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9 <br />T 0 TYP @ 2 STORY <br />H.B.T 25-SH T <br />JAC PAD I p <br />1W <br />18 <br />1� <br />1 <br />10 <br />10 <br />Ju- <br />26-32 <br />24 24 <br />­7 <br />P1.3EF. <br />- - <br />24 <br />- - - - - <br />24 <br />24 <br />241 <br />5-SH <br />16" DEEP <br />0- <br />W <br />W <br />12-4j" <br />or <br />nLL <br />TYP @ 2 STORY <br />00 <br />U) <br />FAMILY RM <br />8'f8" FLAT CLG. <br />ICARPET <br />AC-4 <br />00 <br />AV- <br />0 <br />U) <br />&D 16-42"' <br />;? <br />CAFE &D <br />8'-8" FLAT CLG. <br />CARPET <br />(3) 2X4 #2 SPF W/ <br />(3) 16d TOEMNILS !9 <br />lt <br />@ BASE <br />4'-0" 6-8- <br />"PAI ITS Y I? <br />LO <br />3H 16" DEEP <br />uj <br />FLEX 19 <br />8'-8" FLAT CLG. <br />C14 <br />CARPET <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. VERIFY IN I __ I <br />FIELD. '0 <br />I <br />w, <br />HDR AT 74" <br />T <br />1 <br />L:ij, <br />3068 <br />2-0- 1. <br />r <br />i D.W. i <br />1`7 El <br />0 - KITCHEN <br />cr <br />_1 ro� F-B�-FLATCUL <br />U 'TILE <br />LL I <br />Ol LOW WALL OR <br />LU <br />W <br />;zI SPINDLES PER SPEC. <br />zil 1 3'-11 i.. <br />LA, 3'-4" 2 <br />,r) <br />5- <br />1 0 <br />k <br />"t <br />R/A <br />Is. <br />Vr <br />V-13" FLAT CLG. <br />-ENTRY <br />r <br />ED <br />PATIO <br />2 <br />H1 <br />W-O"LAT <br />TILE <br />XG. <br />(A) <br />50 <br />3= <br />2868 S3.1 JA 4 tIII 16 <br />08 - / - <br />>;5 5 <br />1-4-4 <br />D2 6 <br />- - - - - - <br />;7 13 <br />8' 0" F C LG. - - - - - - - <br />48' 0'.FrT <br />TILE OP W 12 <br />W \h 8 <br />II IE <br />00 Sl : 1 1 <br />1 SH �LF <br />J 10 <br />U I HANSON BOX <br />8'.8" F AT-'C6-. ffu <br />_T I F @ 36- A. F.F. <br />00 <br />(D <br />00 <br />C14 <br />.1 <br />0) <br />+42"SLOPING <br />X-1m; <br />sk <br />C9 <br />_j <br />U_ <br />9 <br />�0 <br />9 <br />D <br />NOTE FINISHE D <br />WALLS TO BE FLUSH. <br />r qcOP-1 wA�L5- - <br />1 <br />_j <br />U_ <br />I <br />cc <br />S3 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />HALF WALL <br />CNI <br />Io <br />TYP @ 2 STORY <br />OWNE Is SUITE <br />8'-8" �FLAT CLG. <br />C�RPET <br />C\l <br />14'-9" <br />�PjD -_ <br />- -1 DRYER VENT <br />A-- 14- 1 "THRU WALL <br />........ . <br />R&S <br />IZ2M #2.aPE <br />5 SH <br />16" DEEP <br />@ SG <br />3 <br />2668 <br />U. <br />1�4 <br />T-4" 6.0" 7'-7" <br />'(1)2 <br />CAR GARAGE <br />8'-8" FLAT CLG. <br />21'-421" <br />I <br />I <br />I <br />1 0 <br />uj <br />> <br />0 <br />X <br />1 <br />F -1 <br />W <br />1< <br />lnr <br />10 <br />10 <br />LL <br />10 <br />N 0 <br />T1 <br />W. Lu <br />FIBERGLASS ' T <br />I SURROUND 8'-8" FLAT CLG. <br />0 CARPET <br />1 <br />36" X 60" L <br />SHOWER L - - - - - - - - - <br />R&S <br />2-16- <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />C4 WHEN REQUIRED PER FBC <br />L - - - - - - - - - <br />0 <br />co- <br />% <br />Co <br />T <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 13/4" X 11 1/4 LVL <br />2.OE Fb=2600 PSI <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2600 PSI <br /><e>(2) <br />- 1 3/4' X 16" <br />LVL 2.OE Fb=2600 PSI <br />(2) - 13/4" X 7 1/4" <br />LVL 2.OE 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 4 X 25 <br />S.H. <br />13 <br />20 X 38 <br />18 4 X 37 <br />S.H. <br />14 <br />20 X 50 <br />18 4 X so <br />S.H. <br />15 <br />20 X 63 <br />18 4X 62 j <br />S.H. <br />16 <br />20 X 72 <br />18 j X 71 <br />S.H. <br />32 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />433 <br />27 1/4X381 <br />N/A <br />S.H. <br />j 34 <br />27JX501 <br />NIA <br />S.H. <br />433 <br />N/A <br />26 x 37 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 j 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 />37JX26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />37JX38i <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 1 <br />36 4 X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75"TALL <br />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 <br />S.H. <br />34 <br />54 X 501 <br />524 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 j 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 13/8" in thickness, solid or honeycomb -core steel <br />doors not less than 13/8" 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. Bid. 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 secbons of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <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 LIL <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 />see Sht. SN1 for installation detail. <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 />A <br />+29.7 -30.8 <br />+29.7 / -39.2 <br />+28.3 -30.8 <br />+28.3 / -36.4 <br />+26.6 -28.0 <br />+26.6 / -32.2 <br />SEE SIN SHEET;,,� SEE SN SHEET <br />140MPH <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 />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />TYP @ 2 H R REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />STORY SYSTEM <br />AREA TABULATION "All' <br />IIST FLOOR LIVING AREA <br />1793 <br />2ND FLOOR LIVING AREA <br />1103 <br />LIVING TOTAL <br />2896 <br />GARAGE <br />437 <br />FRONT ENTRY <br />26 <br />TOTALAREA <br />3359 <br />INSULATION REQ. <br />EXT FRAME 2 x 4 R-1 I/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 IR-11/R-13 KRAFTFACED <br />(GARAGE / LIVING) <br />,m <br />(D <br />Ell <br />01 <br />C <br />Q) <br />U-> <br />+_j Lu <br />.ru <br />0 LU <br />c0l. <br />ca <br />U_j <br />HE <br />U_ <br />< <br />cj <br />N C <br />*B <br />0! R=' <br />0 <br />F. <br />Mae <br />E <br />LL Lh k% <br />S <br />100 <br />To the best of the Engineer's knowledge, Information, anF <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 sea[ is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />a nd seal. <br />z <br />0 <br />P-4 lj <br />0 <br />C) <br />z <br />Ln <br />Ual) <br />0 In <br />< L. LL <br />ca. <br />z <br />W U CL 00 <br />z <br />UJ 0 F- <br />to <br />C, <br />u, <br />z g <br />Fm <br />U z ow <br />E U <br />z <br />z <br />W <br />L_ <br />00 <br />00 <br />U <br />8 <br />Z <br />C%4 <br />0 <br />z <br />z <br />0 <br />Ln <br />0 <br />U <br />C/) <br />'N <br />-0 <br />< <br />Uzi <br />�g� <br />Z <br />Z <br />LLI <br />Ln <br />lipi <br />LU <br />2: <br />ui <br />rn <br />(=) <br />< <br />z <br />z <br />tu <br />I..; <br />W <br />1:0 <br />0 <br />" <br />06 <br />Z <br />Z) <br />0 <br />SCALE AS NOTED <br />DATE 1/4/2018 <br />TECH: ERAND <br />VERSION No' 10 <br />SHEET NO. <br />0 <br />