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H.B. A <br />+ S3 TYP @ 1 STORY <br />25-SH <br />EGRESS. <br />AC PAD <br />I <br />O <br />r <br />FIBERGLASS o� it <br />' <br />� <br />p <br />IBERGLAS <br />SURROUND N <br />15'-04" <br />�" <br />UR� $VN <br />10,4„ ," t 10'-5" ao <br />2 <br />s <br />Q <br />a <br />CF <br />~ <br />1 T 60"x36" <br />i <br />_ m <br />aiw A <br />I <br />I TILE I I SHOWER <br />I, ;n� <br />_TL <br />N� <br />w <br />OWNER'S _ <br />C <br />� �o w� <br />BEDROOM 3 BEDROOM 2 <br />r,N <br />SUITE r <br />00 <br />I <br />Ey <br />8'-0" CLG. 8'-0" CLG. <br />r <br />8'-0" CLG. <br />`V j <br />CARPET I CARPET <br />CARPET <br />3'- i' I <br />8'-0" 2'4' 4'-2" 3r_ " 8'_04„ <br />, <br />- <br />(4) 2x4 #2 SYP STUDS <br />W. I .C. <br />A <br />2668 2668 S3 F <br />S3 <br />It <br />I W/ USP HTT4 @ BASE <br />11 I <br />AHU 8 -0 CLG. 1 <br />2 <br />4068 B.F. I 4068 B.F. TYP @ 1 STORY <br />TYP @ 1 STORY <br />"' CARPET1 <br />I <br />=a w 166 — R&S <br />_---- ---------- <br />5'-8 <br />o <br />0" 4'-0"I <br />R&S N <br />R&S �nic � N R&S <br />T —_ {- —_ —_ —_ —_ 20E 8 , <br />� <br />HT AT 74" ! ' <br />C71 I <br />(4) 2x4 #2 SYP STUDS FOYE R TILE <br />M <br />1 <br />16'-2" I in <br />8'-62" i2b <br />'-104" W/ USP HTT4 @ BA 6E8" 9'-6" CLG. <br />O <br />I ( 3068 I I 6-1 <br />CV <br />(o <br />CAFE 1 <br />S3 <br />c <br />CIDo0 <br />� <br />C <br />VAULT. CLG! I <br />CARPET i <br />----- _ — <br />o <br />�'- <br />I <br />LO <br />PATIO <br />I I I <br />I I" D.W. I <br />I <br />BUILDER TO PROVIDE _ T <br />APPLIANCE G.. <br />a I <br />N <br />CC <br />I L — — <br />( <br />W.H. <br />PROTECTION WHEN F----------- <br />S3 D <br />"x20" <br />q <br />4'-0" <br />I ( <br />1 o <br />I <br />I I o <br />_ <br />I <br />Z-6" O1. <br />REQUIRED PER FBC I i I I SQ. <br />I S3 I I PILASTER W/ ($4) <br />M <br />2:12 SLOPE <br />CEILING <br />I <br />I <br />I I m <br />11ElY <br />O <br />��a V ink I i I GRVERTICALS. <br />UT 30 LD. <br />ENTRY (SEE ELEV. FOR <br />1 K <br />I <br />I <br />I z <br />I I <br />1 <br />oo <br />C <br />a I 1 1 r" HEIGHT). 4x4 P.T. <br />l I I 8 -0 CLG. #2 SYP WD. POST <br />1'-4 }11 <br />I I TO SIT DIRECTLY <br />I l m <br />K <br />S3 <br />IN CENTER W/ <br />1 I I I I USP PA44 fTYP OF <br />TWO)) <br />(V-6 <br />CL <br />N <br />I <br />L =�J .... <br />2�16�� <br />1 20'-0' <br />2' <br />2" <br />°O <br />I <br />1 M <br />AN RY <br />�� W <br />= <br />EDGE OF SLAB 2" III III III <br />BEYOND WALL m=O O <br />-------- <br />COD <br />ZD <br />OPT. <br />REF. <br />_ N <br />CO <br />T <br />6uj <br />" <br />o0 <br />T <br />O M16'5DEEP <br />DRYER VENT <br />2 CAR GARAGE <br />THRU WALL <br />r <br />/ FAMILY R M <br />HANSON BOX <br />8'-0" CLG. I I I I <br />I I I <br />— <br />-- — <br />�_8" <br />15'.0 " <br />�� <br />@ 36" A.F.F. <br />20'-04,I All, <br />I <br />CARPET <br />ivOF <br />iv <br />m <br />1 I <br />I I <br />z <br />r'w <br />L <br />286 <br />TI_E <br />2968 <br />/ <br />I ii C) <br />----------- <br />1 4 <br />// <br />i <br /><V <br />A <br />S3 TYP @ 1 STORY <br />L <br />HE <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) -1 3/4" X 11 '1A 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 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 J X 251 <br />S.H. <br />13 <br />20 X 38 1 <br />18 J X 37 4 <br />S.H. <br />14 <br />20X501 <br />18JX50 <br />S.H. <br />15 <br />20X63 <br />181X621 <br />S.H. <br />16 <br />20X72 <br />18JX71i <br />S.H. <br />J 32 <br />271/4 X 26 <br />26 X 25 J <br />S.H. <br />J 33 <br />271/4 X 38 i <br />NIA <br />S.H. <br />J 34 <br />27 J 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 />J 35 <br />27 J X 63 <br />26 X 621/2 <br />S.H. <br />J36 <br />271X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 251/2 <br />S.H. <br />23 <br />37 J X 38 } <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 X 621/2 <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 1 <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 j <br />S.H. <br />34 <br />54 X 50 1 <br />52 IX 50 <br />S.H. <br />35 <br />54 X 63 <br />52 JX 62 # <br />S.H. <br />36 <br />54 X 72 <br />52 JX 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 />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 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 />AA <br />+25.6 / -27.8 <br />B <br />+25.6 / -34.3 <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />�E <br />+23.0 / -25.2 <br />O <br />+23.0 / -28.9 <br />GO <br />SEE SN 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 />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 "131" <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />INSULATION REQ. <br />EXT FRAME 2 x 4 <br />R-11/R-13 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 / LIVING) <br />z o <br />CD <br />Q <br />0- <br />z <br />QC� <br />� <br />vs <br />;--i L.0 <br />*M 0 <br />OLJJ <br />E <br />V) = <br />0 <br />o 0 <br />i� <br />LU <br />h <br />O M M <br />M M <br />ai <br />Rol U <br />O O 0 <br />L LLM <br />N <br />U <br />W <br />O Co <br />Y <br />t0 O <br />Q0 <br />rnQo <br />N•C,B1D•C <br />® <br />N <br />a*s� <br />gyp- ,may <br />..gypCN <br />� rn °v N <br />co <br />C • <br />" <br />cu- <br />og <br />•�, <br />�v <br />N 41 <br />O <br />E 0, <br />LL <br />G <br />ys� <br />W C ° 1111111 <br />N �1116 <br />0 <br />OO <br />O U <br />(j <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 />1t <br />O <br />O(V <br />z <br />0.4in <br />7 (n M O <br />M <br />Q-gyp Ln <br />WON <br />"LLB <br />Q <br />F— rL . <br />� U Q� <br />Q <br />r0 <br />z <br />WJ C:) <br />d- <br />=Z <br />�o <br />za <br />E¢ <br />I;zao <br />ZUZ< <br />�o�z <br />z <br />CC 0 J <br />8��� <br />Q_ <br />zz <br />>8 <br />II= <br />O <br />�z <br />z� <br />a <br />O <br />5 <br />N <br />Lr) <br />LL <br />rl <br />0 <br />J <br />U <br />T— <br />`fd z <br />OR z <br />O¢0¢ <br />N <br />ZWa� <br />¢a< <br />a <br />�t�Q <br />z <br />a E <br />U-1 <br />J <br />LP) <br />r-i <br />LL! <br />Q <br />di <br />R ¢ al B <br />OZ 8 <br />LU <br />00 <br />00 <br />to <br />z <br />Z <br />¢ujz <br />= <br />�Z <br />z <br />� <br />w <br />�0 <br />aZ <br />a- <br />�uj <br />O <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />1.0 <br />i- I -.. is d-,- r -1- 61:.. lla. ,�.-.n...j..V J1 .. ,L; , .i „ _r.-_I,. .. :, ,,, ". ;.... ,. _. a. i .:L:. nikdiu..1._.i,G.1:4Y.61uaR4a,;ul I <br />