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56-68'4' <br />A J TYP @2 <br />S3 S6 STORY H.B. <br />o <br />I <br />I �� <br />CO 1 <br />I 36"X60" <br />SHOWER <br />-- <br />, <br />BUILDER TO PROVIDE <br />N APPLIANCE PROTECTION <br />F - - - - - - - - - - - <br />I <br />I <br />`f <br />= <br />Orn <br />Lu > <br />O <br />_ <br />FIBERGLASS l <br />W. I. C. I <br />W. <br />WHEN REQUIRED PER FBC <br />I S4 <br />I <br />I <br />� <br />04 <br />C7 <br />w <br />I <br />m <br />SURROUND ,p I <br />m 1 <br />I <br />8'-8" FLAT CLG. I <br />2' <br />O <br />6" <br />I <br />I <br />I <br />I <br />28 8 <br />13'-4" <br />f TB 1 I <br />5'-0" 1 <br />CARPET 1 <br />7'-7" <br />i <br />21'-42 <br />I <br />I <br />1 <br />1 <br />1> <br />10 <br />■ <br />i 3' 4' <br />m <br />OWNE IS SUITE 9 <br />^0 <br />2 CAR GARAGE <br />11 <br />10 <br />I <br />0 <br />1 1 <br />8'-8" LAT CLG. <br />- —I — 1 <br />8'-8" FLAT CLG. <br />JO <br />C RPET <br />2 68 F. 9' " F T LG 1 2668 1 <br />I <br />I I o <br />l I <br />to <br />q <br />LI EN ILE (3) 2X4 #2 SPF GG I <br />33 <br />5SH 0W/ (3)16d <br />POI <br />_ <br />I OW <br />I I <br />ui <br />jz <br />IJ <br />T' <br />DEEP TOENAILS 0 <br />>I <br />c <br />TYP @ 2 STORY <br />--�16" <br />BAR&S <br />I X <br />I <br />I I <br />I <br />I <br />r- <br />N <br />iv <br />in <br />J <br />I <br />T r-T P W HANSON BOX <br />K <br />I <br />I I <br />J <br />@ 36" A.F.F. <br />S3 <br />q <br />iv <br />j DRYER VENT <br />THRU WALL <br />+42"SLOPING <br />I <br />I I <br />I I <br />I I <br />1. ., E III <br />HALF WALL <br />~ <br />— I 10 <br />a l E 00 OPj. D ----- ---- <br />I <br />I I <br />■ <br />N <br />8"F 112 <br />EDGE OF SLAB2" <br />I�w <br />II II <br />w <br />TILE ____ — <br />WE 7 113 <br />BEYOND WALL <br />1II <br />� <br />— — --— <br />SH LF 5 6 <br />- 4 <br />Q E: FINISHED <br />L_NT__ <br />WALLS TO BEFL-H.O -- <br />N <br />cn <br />_—_M <br />5 00 <br />15 <br />CC <br />S3 <br />VERIFY IN FIELD. I <br />r <br />I <br />-- -- 0`°0 <br />2868 S3, �" — r -- 16 —`� N <br />- <br />S3 <br />c <br />- <br />14 <br />c <br />-' <br />4'-0" <br />3 = <br />_ <br />CD 2 <br />I- <br />I <br />PATIO <br />�i <br />1 <br />8' 8" <br />LAT CLG. <br />-- <br />-_I-._ <br />2'-0" <br />o <br />I <br />16'-42' <br />I <br />4-_0�- V-8� 3141 3'-11�' <br />18'-9" <br />2'-0 <br />o <br />ill <br />`° o <br />LO <br />4. <br />(3) 2X4 #2 SPF W/ <br />o I <br />LOW WALL OR <br />��,N <br />- r— <br />—�--� <br />—C—� <br />3oss i <br />i0 <br />ENTRY <br />o0 <br />I <br />3 16d TOENAILS co <br />O <br />w <br />zl <br />SPINDLES PER SPEC. <br />d' �_ <br />I <br />�— <br />I <br />8'-8- FLAT CLG. <br />1 <br />�—-IM <br />I IRA <br />BASE <br />i <br />- HDR AT 7'-4" - - <br />- <br />■ <br />I I ... <br />_ <br />yi <br />- <br />o <br />FA I LY R M <br />I <br />I 1 <br />I <br />8' 8" FLAT CLG. <br />ITN <br />CAFE <br />8 -8 FLAT CLG. 00I <br />� <br />C7 10 C <br />I I <br />I <br />IL <br />RiA <br />°' <br />O <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. VERIFY INCARPET I <br />FIELD. <br />I <br />OCARPET <br />u.il <br />El <br />FLEXO <br />TYP @ 2 STORY <br />J <br />■ <br />, <br />i�� <br />1 <br />8'-8" FLAT CLG. <br />I <br />S6 *; <br />00 <br />I <br />I D.W. <br />5- H 16" DEEP <br />CARPET <br />I <br />B <br />LO <br />O } <br />O <br />PANTRY <br />to <br />1 <br />I( <br />c <br />r <br />(r? <br />CV <br />�i <br />1 1 <br />N <br />1 0 <br />I W <br />Lu <br />to <br />I N <br />B) <br />IL>L11—J <br />■ <br />26'-32° _ <br />4 `,-° ^ <br />12'-44, <br />O <br />- <br />- <br />AC PAD AC PAD <br />I <br />to <br />; co <br />I L6 <br />5-SH <br />I00 <br />10 <br />w <br />1 LL <br />10 <br />I e <br />24 <br />------ <br />OPT. REF. <br />24 <br />------- <br />24 24 <br />------- <br />16" DEEP <br />Iw <br />L= <br />Iz <br />H. B. � 25-SH <br />q O J TYP @ 2 STORY <br />S3 S6 <br />22'-3" <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 91/4" <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 71/4" <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 Cali 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 />18JX25i <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18jX62j <br />S.H. <br />16 <br />20X72 <br />18jX71j <br />S.H. <br />J 32 <br />271/4 X 26 <br />26 X 25 i <br />S.H. <br />J 33 <br />271 /4 X 38 1 <br />N/A <br />S.H. <br />j 34 <br />27 1 X 50 1 <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 1 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />35 <br />27 } X 63 <br />26 X 62 1/2 <br />S.H. <br />J 36 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 1 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 j X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37jX72 <br />36jX711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 j X 25 j <br />S.H. <br />33 <br />54 X 38 1 <br />52 Z X 37 j <br />S.H. <br />34 <br />54 X 50 1 <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 j X 71 j <br />S.H. <br />39X59 <br />40 X 59 <br />NIA <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 />equipped with self -closing device. <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 ciassl <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 />OA <br />+25.6 / -27.8 <br />0 <br />+25.6 / -34.3 <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 />O <br />SEE SIN SHEET OH SEE SN SHEET <br />140 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 />�1111111111111111 - •• • <br />TYP. 2x FRAME WALL <br />17���1>•t:�IrJ/:1�� <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 "A1" <br />1 ST FLOOR LIVING AREA 1793 <br />2ND FLOOR LIVING AREA 1103 <br />LIVING TOTAL 2896 <br />GARAGE 437 <br />FRONT ENTRY 26 <br />TOTAL AREA 3359 <br />INSULATION REQ. <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING I R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION J R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />(9 <br />M <br />0 <br />Q <br />C <br />Q) <br />4- J LLI <br />C) '— <br />Lu <br />~ <br />0 <br />o0 <br />�Vi <br />V <br />C(NM <br />Li! <br />M <br />0) co co <br />O oN <br />U v, <br />0Yf <br />Y <br />soMEI <br />O <br />UJ: oCL <br />Q oo� <br />Q o <br />A <br />1D. <br />NCBDC <br />J,�PbiF <br />4RF,ut <br />�ha°� • 1 % <br />N �•/� <br />co <br />J <br />_ � <br />irut <br />o QGrti. <br />Ctl0 <br />m <br />g 0) <br />W <br />ajm <br />'``7°�#tdllllli <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 Sth 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 />Z o <br />0 � <br />> (n M O <br />fM <br />QU-)-(V� <br />a V)•0�r <br />Q 9: Ln <br />IZ � <br />� V CO '""I <br />Q � <br />C <br />Z <br />WJ C:) <br />d- <br />oZ <br />0 <br />W� <br />za <br />�a <br />i- <br />Wat� <br />�oo <br />Z W W Q <br />z <br />ozZ <br />oW <br />J <br />I <br />o <br />8 c.' <br />1a1. N <br />M <br />vV <br />J <br />W <br />8Wo <br />i <br />00 <br />oZ <br />zo <br />U <br />N <br />Z <br />p <br />g� <br />p <br />Cnfo <br />0 <br />J Q <br />W <br />0 LL <br />QXOCL <br />u, <br />,'?... <br />(V� <br />s a <br />Zao°d <br />W .z <br />Q <br />d- <br />��z� <br />�zo <br />Z <br />w <br />z o- o <br />J <br />ilk <br />LJ..I <br />Q <br />t ij <br />z <br />3 a Ce <br />0Zo <br />Sao <br />*k <br />Z <br />Q�Z <br />a N <br />0 <br />r�l <br />g <br />LLJ <br />= <br />J Q <br />0 <br />¢W <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION No' 10 <br />SHEET NO. <br />1.0 <br />;r .__i .... u 1a H ;,. (IIJ.-.�, .:�su: nu �i.�i r�iai,"o€i i_�ro, 111 i, 11, 1 1 1 1 Ill I iI 1 11I I <br />