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I 0 PROTECTION <br />T -WHEN RE <br />+ ©---- _BA W.I.C. j 2'-6" PER FBC QUIRED <br />TB } <br />_� -- &-O"4 CLG. 8'-0" CLG. <br />i 2 CAR GARAGE <br />-- - _ LE q� CARPET M!� 1 0 <br />TILE <br />� I °a <br />I <br />8' -0" CLG. <br />T ,rr 20'-Cl <br />821 - -3-0 T-8" I <br />r <br />- 5'-3 " a �,410" --- 2668 <br />--L-- -A--- HANSON I �� <br />rF- <br />BOX @ 36" I -EDGE OF SLAB 2" <br />�A.F.F. 1BEYOND WALL <br />KNDRYER VEN1S3 <br />THRU ROO R&SSS a <br />FAMILY RM <br />9'-4" CLG. <br />CARPET <br />23'-0k <br />in <br />0) <br />PT. W OPT, D <br />0 <br />AHU-8'=d" CLG �- <br />h� TILE - { <br />2868 <br />R.A.G._ --' -- - -- -r--- _ }--1 <br />I <br />i <br />—-------- <br />--R&S - <br />— — — —� <br />2668 <br />4'-0" <br />11'-7g" <br />U-10" iv <br />4'-7" <br />_- . <br />- <br />5068 B.F. <br />0 <br />1 <br />OPT. <br />o <br />REF. <br />BEDROOM <br />2 <br />PATIO <br />CAFE <br />/ <br />_ _ <br />- <br />]-`OCARPET <br />-- <br />rt <br />F---I--� <br />� <br />8. -0 CLG. <br />N � <br />(� <br />D.W._I <br />IM <br />- <br />- <br />I <br />co <br />O ao <br />U) <br />CARPET / <br />I <br />T' Q <br />cV > <br />J <br />U <br />L__ <br />�, ,- <br />SIN_ K wl DISP <br />co <br />'n <br />�— <br />20'-6 �" IKI <br />_ <br />2 -2„ <br />2 - <br />10'4„ <br />/� <br />-- <br />ULT. _CI <br />01 <br />/ 00 <br />1 <br />TIDE - L- <br />§5 <br />�� PANTRY <br />w <br />/ <br />-RANGE -, - <br />--8 <br />_ <br />cn w <br />/ <br />FLAT <br />CL <br />Inio <br />C? <br />rC0ND. <br />/ <br />38 <br />-- - <br />/ <br />I <br />----- <br />U <br />---� <br />. <br />5-SH <br />16" DEEP <br />25-SH <br />H.B. <br />EGRESS <br />O <br />(S�3) <br />MU. <br />H. <br />I <br />I <br />I <br />II <br />NOTE: FINISHED <br />IC7 WALLS TO BE <br />FLUSH. VERIFY IN <br />FI ELD�-- - - - - - <br />K (4) 2x4 #2 SYP CC D S3 - <br />STUDS W/ USP S3 G.T. <br />HTT4 @ BASE <br />s CO <br />10'-10a" <br />I <br />r- -,i --{ <br />F 01 <br />9'4' <br />- 'LE <br />- - <br />CLG. <br />5' 6" <br />HDR AT 7'-4" - <br />AM <br />ib <br />I <br />- <br />14'-6" <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'-44" <br />15'-10" <br />25-SH <br />EGRESS <br />0 <br />IY <br />I <br />0 ENTRY <br />-0" 8'-0" CLG. <br />I <br />I <br />W <br />--- j— <br />R&S <br />— — — — <br />2668 r <br />I 7-6" <br />5 M <br />iv <br />�4068 B.F. <br />I <br />�o w <br />C z <br />�� <br />P <br />�W <br />Ai I <br />BEDR OM 4 <br />8'-0"ICLG. <br />1 8'-a" CLG. M� <br />CA PET <br />TILE1 I I <br />o <br />"4" I 6-3" <br />0a <br />1• P ' <br />2" <br />Icr <br />�I <br />I <br />I — <br />FIBERGLASS <br />2 <br />SURROUND <br />N <br />fn <br />� ui <br />Cno 0 <br />w <br />C? <br />TYP @ 1 <br />STORY <br />rm <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/ 112" <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 />20 X 26 <br />18 X 25 <br />S.H. <br />13 <br />20 X 38 <br />18 } X 37 <br />S.H. <br />14 <br />20 X 50 1 <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />32 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />433 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />j 34 <br />27 4 X 50 <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 i <br />S.H. <br />434 <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 />36 <br />27 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 i <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 1 X 50 1 <br />36 4 X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54 X 38 <br />52 X 37 <br />S.H. <br />34 <br />54X501 <br />52}X50 <br />S.H. <br />v S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />36 <br />54 X 72 <br />52 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 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 Trim) <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 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. SN1 for installation detail. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above flr. 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 />�E <br />+23.0 / -25.2 <br />OF <br />+23.0 / -28.9 <br />�G <br />SEE SIN SHEET �H 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 />MASONRY HGT. @ 9'-4" A.F.F. <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 "B" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />zM <br />_ o <br />z° <br />Z <br />d <br />a. <br />VJ crn <br />4--j w <br />•U w <br />0 <br />F <br />0 <br />� Vi ~ <br />_O <br />m Il. <br />V U <br />w E <br />v Y+11'N, �.`� F-- <br />oo <br />U <br />a) cNn <br />r_ Mco <br />T -o co <br />N <br />0 <br />5n = <br />t. U <br />LL 000 <br />00 <br />aa)) <br />Y <br />Q rn <br />a o <br />u7 O R <br />C% <4 <br />B D® <br />s1`RiEli <br />/g�� <br />0 <br />��J <br />t9 o� i <br />,Z Z <br />N CLL, <br />LL• IL <br />d <br />C ;v' <br />,0w, <br />IYIa N 6 .� <br />LL <br />—\ �1 •• <br />WQM <br />/� N /�. • ..... , <br />lL�l� <br />�<CPIS <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 r4 <br />0a)r-, <br />> (n M 00 <br />_� M <br />Q (1) <br />( �5 <br />'n^ <br />Q LL- y , <br />F--CL <br />cl� CD M <br />z <br />Q CL 00 <br />E .� <br />Z E <br />WJ C:) <br />J <br />a p <br />Za <br />QC4 <br />8 O <br />r <br />Z <br />g�w� <br />_ z z <br />z <br />z <br />Q <br />f J <br />8 W <br />T� <br />U lyl N <br />rCL <br />OAuo <br />z0 <br />*� <br />gz <br />-a <br />0 <br />Z <br />M <br />� <br />o <br />a <br />� <br />� <br />0 <br />U <br />U) <br />T— <br />g <br />o� <br />r_o6 <br />0 0 <br />J IfV <br />U�a,� <br />Y� "z <br />Z <br />N <br />Lu <br />2 c <br />W <br />2 W t <br />a��8 <br />J <br />Ln <br />r-•1 <br />LV <br />cwc <br />L <br />a LL <br />Z U <br />N <br />Q <br />zg <br />m <br />z <br />z <br />tu- <br />o <br />g <br />=� <br />f <br />T-i <br />Ul) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION NO. 2m0 <br />SHEET NO. <br />1.0 <br />