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0 <br />0 <br />v <br />TYP @ 2 STORY <br />J <br />S6 <br />H.B. <br />(3) 2X4 #2 SPF W/ (3)16d T <br />TOENAILS @ BASE <br />COND. COND. <br />J <br />S6 <br />I I I I I I G I <br />S3 M <br />I I I IUP 116R1 I I Cl) <br />I 1314151 I718 <br />TYP @ 2 STORY <br />CDI <br />0O <br />FLOOR G.T. <br />9 <br />o 10 - <br />42"SJSPF <br />FAMILY ROOM <br />HAL,,-- -- M <br />(3) 2X— — — — <br />12 <br />_ <br />fn �q <br />(V <br />8'-8" FLAT CLG. - <br />W/ (3 <br />FLEX Cl) <br />CARPET cO <br />TOEN <br />BASE <br />8'-8" FLAT CLG, <br />8,-8, T C <br />G CDCARPET <br />_1711S3 v <br />LO <br />co <br />00 <br />4'-0" )1-0111 <br />- <br />N <br />A._ <br />(2) #5'S <br />2x6 WALL 5-SH � <br />H4 <br />9 <br />o, <br />r <br />12 DEEP T <br />___________ <br />in <br />2068 B.F. <br />FE <br />HDR AT 7'-4" _4H <br />it ENT R <br />iv <br />'- <br />16'4$" <br />I <br />3-8" U T-8" T-6" <br />6-0" - " FLAT CL . <br />S6 <br />FOYER <br />O <br />0 <br />L <br />0 <br />r• <br />TYP @ 2 STORY <br />OI <br />Ol OI "' <br />8'-8" FLAT CLG. <br />3 668 <br />(2) #5'S <br />O <br />O O <br />TILE <br />(3) 2X4 #2 SPF W/ <br />LL <br />LL u_ <br />------- <br />(3)16d TOENAILS @ <br />- <br />0 <br />W.H. <br />3 2X4 #2 SPF W/ <br />() <br />CC <br />4 0„ <br />0, <br />- <br />N <br />BASE <br />N (3)16d TOENAILS <br />S3 <br />N <br />LO <br />O (1BASE <br />F-----D -- --- <br />I <br />0 <br />2'-6" BUILDER TO PROVIDE <br />I <br />S3 <br />z <br />APPLIANCE PROTECTION <br />O00 <br />E cc � DINING ROOM <br />WHEN REQUIRED PER FBC <br />PATIO � 8'- CARPECLG.2 <br />CAR GARAGE <br />_ <br />I I <br />I <br />8'-8" FLAT CLG. <br />I I <br />I I <br />I <br />I <br />4'-0" 6-2" 6-6" <br />4'-8" <br />20'-8" <br />I I <br />I I <br />I <br />EDGE OF SLAB 2" ��� <br />I p <br />I <br />n n <br />L---- <br />BEYOND WALL <br />N <br />I <br />I Q <br />I <br />I <br />I <br />I <br />0 <br />--J <br />L_— --__— __J <br />I Lu <br />I <br />co <br />N <br />l <br />D <br />36 36 <br />CC <br />H <br />I O IX <br />I <br />I <br />L I— J <br />S3 <br />I w <br />I <br />1 0 <br />1 <br />I <br />_ <br />I x <br />1 <br />1 <br />1— <br />55'-8' <br />FL <br />T CLG. <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />2E <br />68 <br />I <br />I <br />I <br />R - <br />668 <br />B.F. <br />• <br />2x6 WALL <br />I <br />I <br />REF. <br />24 24 <br />— <br />OPT.— <br />PANTRY <br />_ <br />L------------ <br />— <br />IF <br />L----- --- <br />D <br />0 <br />16" DEEP <br />_ <br />S3 <br />c� <br />5-SH <br />- <br />(V <br />J H.B.T <br />S6 TYP @ 2 STORY <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=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 />184X25i <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />184X62j <br />S.H. <br />16 <br />20 X 72 <br />18 j X 714 <br />S.H. <br />32 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />434 <br />27 j X 501 <br />N/A <br />S.H. <br />1733 <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 />J36 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 j 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 1 X 63 <br />36 4 X 62 1/2 <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 />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 i <br />S.H. <br />33 <br />54 X 38 <br />52 4 X 37 4 <br />S.H. <br />34 <br />54 X 50 <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 j <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 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 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 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 />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />OF <br />+23.0 / -28.9 <br />GO <br />SEE SN SHEET OH SEE SN SHEET <br />14.Q MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <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 />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION 1113111 <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA <br />1489 <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3044 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONC WALL <br />EXT FRAME 2 x 4 <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />R-4.1 HIGH PERM <br />R-11/R-13 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />CD <br />zM� <br />o <br />_ <br />� m <br />z <br />Q <br />J <br />a <br />Z <br />O <br />cn <br />� w <br />C) <br />.r , — <br />O./ C <br />= <br />m <br />o <br />o0 <br />V) <br />mr <br />U <br />w <br />F— E <br />a)M <br />CDCl)Cl) <br />N 6 N <br />—e <br />all <br />Ooo <br />M <br />U <br />L_ LL CC)a)� <br />Ce <br />U o <br />Y <br /><Crn <br />n a <br />� O <br />rnq.Qo <br />A <br />B <br />1 <br />D® <br />K.C,a.D­ <br />`\\\�L°°°�O <br />\� •• <br />N <br />UE <br />LL_ <br />�kTt ' <br />¢ <br />- <br />G� <br />mo <br />c- g� t <br />UM <br />©• <br />Gin <br />LLI c,,- <br />i!� tI S,tq �..�,: <br />_off❑' <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 Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />z N <br />O a) N <br />1-� 4-Jo <br />r>-i U) M C:)M <br />Q - <br />z <br />0 <br />cl�Ua00 <br />zz <br />Q <br />E `. <br />�i ry <br />z <br />WJ l00 <br />0Z <br />Jo <br />Z <br />of <br />f <br />w ¢ W <br />U Z OU O <br />ZLuw� <br />U0z$ <br />z <br />U°0W <br />aw�`o <br />UaF <br />J <br />m Z N <br />^ <br />OW <br />z <br />ZU <br />�Y" <br />1�O <br />Q U <br />� Z <br />Z <br />D <br />� <br />C: <br />� <br />O <br />5 <br />0 <br />U <br />= <br />N <br />T <br />�U' <br />�Ro <br />T`2114 <br />2:"f <br />Um <br />o. a <br />N <br />z¢0¢ <br />WW< ZQ <br />Q <br />�a< <br />5�� <br />Z <br />W0�o <br />a <br />LU <br />J <br />Ln <br />rl <br />LJ.J <br />Q <br />LJJ <br />a <br />z <br />?aUWo <br />cn o z v <br />Lam <br />F� w z <br />Ln <br />,I- <br />Lrj <br />z <br />Z <br />ITJaZ <br />g <br />w <br />V <br /><Z <br />,-1 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />1.0 <br />