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(#�YIP @ 2 STORY <br />D")i <br />�3 H.B_ <br />1111111111 <br />*11111111111111111*11111111.. <br />ETETTEW <br />04 <br />I : <br />r-7 --- <br />N 24 <br />OPT. <br />REF. <br />4 <br />�-SH <br />16 <br />SH <br />DEEP <br />DEE <br />2X6 WALL <br />r - - - - - - - - - - - - -- <br />I <br />-- 1 <br />r-A <br />26;;B.F <br />91 <br />i it KYT <br />B <br />F <br />A <br />12'4" <br />_8 <br />1 <br />BO <br />at <br />Lu <br />2 <br />g68 <br />0A <br />N <br />1 <br />KITCHEN <br />18'-�'FLAT <br />TH <br />ql_G.� <br />F: 1 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />04 <br />20'-8" <br />8 <br />Lu <br />X <br />rG 6� <br />C14 <br />H 1 <br />�z <br />I--- <br />1 1 " '7- <br />1 1 <br />3. 36 36 .3 <br />Li <br />4 -0. <br />J_ <br />_k�cc <br />V-2- <br />4'-8- <br />-3. <br />2 CAR GARAGE <br />PATIO DINING ROOM <br />8'-8" FLAT CLG. <br />CARPET <br />9 <br />zo <br />8'-8" FLAT CLG. <br />BUILDER TO PROVIDE <br />2'-6' APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />Ln <br />(3) 2X4 #2 SPF W/ <br />(3) 16d TOENAILS @ <br />(3) 2X4 #ft" W <br />V3) 1&JOE IL <br />S W <br />@ C%j <br />H. <br />L!W !Hj <br />L -------- X <br />(3) 2X4 #2 SPF W/ <br />(3)' <br />(3) 16d TOENAILS <br />@ BASE <br />@ <br />BASE <br />TY'P @ 2 STORY <br />J� <br />�\ �6 <br />16-4 <br />0 0 0 <br />0 0 0 <br />j Ul) <br />ILL U_ <br />u <br />_j j <br />Y-8' j Y-8- Y-T <br />FOYER-\, 1 <br />3 8 <br />8'-8" FLAT CLG. <br />TILE <br />i. V-0 - 4!-2" L I <br />-(2) #5'S <br />C14 <br />2068 BY <br />------------- <br />HDR AT 7*-4" <br />TR <br />8'-8" FLAT CLG <br />4- <br />2T" DEE <br />5-SH <br />U <br />Z? <br />FAMILY ROOM I_ <br />8'-8" FLAT CLG. <br />CARPET <br />2X6 WAI I <br />SO <br />04 <br />4) <br />P. <br />2_X4 #2 SP <br />W1 (3)16d 8'-8 1 F C <br />1 <br />TOENAILS @ _R� <br />BASE <br />42"SLOPING <br />FLEX u- <br />8'-8" FLAT CLG. <br />CARPET I <br />\-(2) #5'S <br />co <br />;P <br />0 <br />HALF WALL 10 <br />80 <br />AC PAD <br />- - - - FLOOR G.T. <br />1 1 4 15 8 <br />I I UP h6R. <br />G <br />S3 <br />1 TYP @ 2 STORY <br />\, �6 <br />b6 <br />hi <br />loll <br />-III <br />011 <br />1­1.8.� (4) <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ (3) 16d <br />TOENAILS @ BASE <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 W1 1/2' <br />FLITCH PLATE <br /><6>(2) <br />- 13/4' X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 13/4' X 9 1/4' <br />LVL 2.OE Fb=2950 <br />(2) - 13/4' X 16- <br />LVIL 2.01E Fb=2950 <br />(2) - 13/4' X 7 1/4' <br />LVL 2.OE Fb--2950 <br />(2) - 2X4 #2 SYP W/ 112- Follow QIS4. See Plan for <br />R.A.G. FILITCH 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 />18JX25J <br />S.H. <br />20 X 38 <br />18 JX 371 <br />S.H. <br />14 <br />20 X 501 <br />18JXSO <br />S.H. <br />15 <br />20 X 63 <br />18JX62i <br />S.H. <br />16 <br />20 X 72 <br />18 j X 71 j <br />S.H. <br />J32 <br />27 1/4 X 26 <br />26X25J <br />S.H. <br />33 <br />271/4X38i <br />N/A <br />S.H. <br />J34 <br />27 j X 50 1 <br />N/A <br />S.H. <br />33 <br />N/A <br />26 x 37 1 <br />S.H. <br />34 <br />N/A <br />26 x 50 <br />S.H. <br />J35 <br />271X63 <br />26 X 62 1/2 <br />S.H. <br />j 36 <br />27JX72 <br />26 X 711/2 <br />S.H. <br />22 <br />37JX26 <br />36JX251/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36JX37314 <br />S.H. <br />24 <br />37 j X 50 1 <br />36JX50 <br />S.H. <br />25 <br />371X63 <br />36 j X 62 1 t2 <br />S.H. <br />26 <br />371X72 <br />36JX711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75"TALL <br />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX25i <br />S.H. <br />33 <br />54X38i <br />52 j X 37 1 <br />S.H. <br />34 <br />54 X 50 j <br />521X50 <br />S.H. <br />35 <br />54 X 63 <br />52JX62i <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 J_ <br />S.H. <br />General notes <br />R302.5 Dwelling/Garage OpenIng/Penetradon 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 then 13/8" thick, or 20-minuts fire -rated doors, <br />equipped with seff-dosina device. <br />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the wells 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 dessl <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 Then 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 dear 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 />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. SN I 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 />+25.6 -27.8 <br />+25.6 / -34.3 <br />+24.5 -26.7 <br />+24.5 / -31.9 <br />+23.0 -25.2 <br />+23.0 / -28.9 <br />SEE SN SHEET ru SEE SN SHEET' <br />�1� <br />140MPH 6iia <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN"ULTIMATE"WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />WALLLEGEND <br />TYP. 2x FRAME WALL <br />BEARINGWALL <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 <br />1093 <br />2ND FLOOR LIVING AREA <br />1491 <br />LIVING TOTAL <br />2584 <br />GARAGE <br />427 <br />FRONT ENTRY <br />35 <br />TOTALAREA <br />3046 <br />0 <br />INSULATION REQ. <br />LOCATION I R-VALLIE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1 /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 <br />R-11/R-13 KRAFT FACED <br />(GARAGE I LIVING) <br />(D 'n <br />0 <br />z <br />z <br />< <br />1 <br />U) <br />L/) (D <br />(1) <br />C-/) <br />4-J LU <br />U <br />0 LU <br />Ul <br />E <br />0 <br />un <br />F-- <br />C) <br />4) pt <br />LU <br />F.- E <br />P M 2 <br />M "D c') <br />� = 04 <br />0 0 C, <br />(D <br />0) <br />C) <br />LL 00 <br />-00 <br />09 <br />< 0 <br />0) <br />A I <br />RD. <br />F4 <br />C, <br />1"'- <br />00 <br />wig <br />3 LL <br />(0 .6 in cc <br />ca .. .� .0, <br />'c: LL <br />< 8,_ <br />CO 0) <br />C4 <br />r- <br />z 0) <br />0 0.. 00 C <br />0 <br />To the best olf*pjngineef�s J"le Mormation, and <br />�i� <br />belief, the structur6(fib ....... tions contained <br />within these drawings comply with the Florida Wilding <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 />0 <br />0 <br />Z C-4 <br />0 CU N <br />0.4 4-j C) <br />Ln *-:3 kD <br />C) <br />> (n M <br />M In <br />Cn <br />CL 00N <br />a) - In <br />L_ LL <br />CL 01"'N <br />fn <br />CL 00 <br />z <br />Z E <br />z <br />LU C� <br />LU <br />zg <br />!H Lzu <br />.0. <br />591�8 <br />LU <br />co <br />Lr) <br />0 <br />>1 <br />z <br />C) <br />Lr) <br />0 <br />G_ <br />F- <br />0 <br />C/) <br />U <br />0 <br />IU-- R ZO <br />199 <br />0 M <br />I = i <br />CC <br />0 < <br />LU 2� <br />< <br />Z <br />C�4 <br />tu- <br />09� <br />Z <br />U.j <br />_j <br />C"4 <br />Ln <br />18Z 0 <br />< <br />< <br />z <br />2 1 <br />z <br />Z <br />tD <br />LU <br />z <br />:> I <br />Rz <br />� 0 <br />co <br />0 <br />rn <br />z <br />LU <br />V) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: ERAND <br />VERSION No' 10 <br />SHEET NO. <br />0 <br />