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111111 <br />*11111 <br />cli <br />5-SH <br />16" <br />DE <br />P <br />r— — — — — — <br />24 24 <br />PIT <br />OPT. <br />CNIA <br />F <br />IF <br />_-PA <br />SITFV <br />E <br />REF. <br />26611 <br />B.F <br />r <br />2x6 WALL <br />12'4' <br />2968 <br />BID <br />KITCHEN <br /><Hl' <br />8'-81"F0T <br />ql_G.� <br />Tlo_�_ <br />0 <br />04 <br />EDGE OF SLAB 2" <br />0 <br />BEYOND WALL <br />rcc <br />3. 36 36 .3 <br />S3) <br />I ci <br />— — — — — — — — — — - <br />UJ <br />> <br />Ic <br />CID <br />I <br />_j <br />Lj L <br />—0-- <br />r- <br />.0 <br />DO <br />CN <br />C14 <br />X <br />41-01, <br />6-1 <br />6-6" <br />20'-8" <br />4-4* <br />2 CAR GARAGE <br />DINING ROOM <br />8'-8" FLAT CLG. <br />PATIO <br />8'-8" FLAT CLG. <br />CARPET <br />BUILDER TO PROVIDE <br />(D <br />9 00 <br />2'-6" 1, APPLIANCE PROTECTION <br />CWD <br />WHEN REQUIRED PER FBC <br />X <br />2041 <br />(3 2X4 # <br />L — — — — — — — — — — JJI <br />3)16 OEWA <br />D 4-4- x-0-L <br />S3 <br />C� <br />(3) 2X4 #2 SPF W/ <br />�(3 <br />S <br />BAS <br />W.H. <br />W <br />--A <br />(3) 16d TOENAILS @ <br />9 <br />BASE <br />\—(2) #5'S <br />TYP 2 STORY <br />OYER--\, 1 <br />@ <br />1 3068 <br />0 01 0 <br />0 0 0 <br />8'-8" FLAT CLG. <br />X <br />j _j _j LO <br />u_ u- u_ <br />TILE <br />C <br />9 <br />9 <br />16-4�' <br />T-13" T-8" --13" <br />3 <br />6-0" 4'-2" <br />10 <br />111 <br />TR)� <br />L9 <br />2068 B.F., <br />HDR AT T-4" <br />8'-8" FLAT CL <br />9 <br />I= mlimliiN <br />2" DEE <br />5-SH <br />9yr WAI I <br />4'-0" [il- <br />011 <br />(2) #5'S z <br />C, 4 <br />-1 <br />Ln <br />100 <br />1 <br />4) <br />P <br />R <br />L <br />(3) 2X4 #2 SPF 8'-8'FL G. <br />FLEX <br />FAMILY ROOM <br />M (3)16d M <br />8'-8" FLAT CLG. <br />T <br />TOENAILS@ R 12 <br />I <br />CARPET <br />8'-8" FLAT CLG. <br />BASE . <br />Cn <br />Go <br />CARPET <br />*42"SLOPING 11 ;0 <br />C1,11 <br />HALF WALL 10 <br />LL <br />FLOOR G.T. <br />9 <br />00 <br />3 4 15 1 17 18 <br />rCO N D� <br />I I I I I I <br />JU <br />UP!16R! . I Ar <br />G in <br />(S3V I <br />�1 I <br />TYP @ 2 STORY <br />�6 <br />lr__ I <br />'I <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) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 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 />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 7 1/4" <br />LVL 2.OE 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 W1 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 />13 <br />20 X 381 <br />18JX371 <br />S.H. <br />14 <br />20 X 50 1 <br />18 j X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 j <br />S.H. <br />16 <br />20 X 72 <br />18JX71 j <br />S.H. <br />j 32 <br />27 114 X 26 <br />26 X 25 j <br />S.H. <br />J33 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />j 34 <br />271X501 <br />NIA <br />&H. <br />J33 <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 />J35 <br />271X63 <br />26 X 62 1/2 <br />S.H. <br />J36 <br />271X72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 j X 25 1/2 <br />S,H. <br />23 <br />37JX381 <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37JX501 <br />36 j X 50 <br />S.H. <br />25 <br />37JX63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36 j X 71 112 <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 />52JX25i <br />S.H. <br />33 <br />54 X 381 <br />52 JX 37 j <br />S.H. <br />34 <br />54 X 501 <br />52 JX 50 <br />S.H. <br />35 <br />54 X 63 <br />52JX62i <br />S.H. <br />36 <br />54 X 72 <br />52JX71 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 />R302.1 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 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 />a ove t e t res o o t e acces . eparate a arms 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 />M 1507.2 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 />+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 <br />SEE SN SHEET rH 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 />WALLLEGEND <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 111311 <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1489 <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTALAREA 3044 <br />INSULATION REQ. <br />LOCATION <br />R-VALIJE / TYPE <br />EXT CONIC WALL <br />ME MotIH PERM <br />EXT FRAME 2 x 4 <br />R-1 1 /R- 13 KRAFT FA��_ED <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 />(Dva <br />Z�; <br />CL <br />0 <br />C_r) <br />U_j <br />U <br />U, <br />0 E <br />Ul) 0 <br />V) 00 <br />co I-- <br />c\l <br />W Cl) <br />C M Cl) <br />C: C14 <br />E T-0c) <br />0 0 <br />q 00 <br />a) = LL 00 <br />a) 15 � 00 <br />1A 0 M <br />(D <br />0) C/5 'C' lc-" <br />-,z Lo 0 -t <br />.,f --: <br />< 0 0 <br />N B <br />8D <br />!d <br />9 <br />co e:4-e <br />%; _j <br />Z, 409 IN CL <br />IrD, rc: <br />-C-L 0 <br />&1 0 <br />00 <br />*8' mo <br />M <br />63 zc� oA.. <br />(A'a 0 '-,v Co. <br />< <br />UM <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />withi n 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 />I <br />C) <br />Z <br />0 <br />11-� 4-J C:) <br />(1) 15 �.o <br />> o <br />p <br />U-) M Ln <br />< <br />z M V) 0 N <br />(1) — Ln <br />C, - e-s <br />U <br />ro <br />U 00 <br />z z 3i E <br />fu <br />W LU C:) <br />_j C) <br />11.0 <br />0, <br />Ln <br />z <br />z a: C� <br />r Z80 <br />o- 0 <br />Lo� of <br />�_Uz< <br />,=)Zz <br />z <br />.2 <br />C14 <br />1Qz@ <br />CL 8 W) <br />z z <br />0 <br />U <br />2: z <br />Ln 0 z <br />0 :5 <br />0 - <br />L4 <br />fu Lr) LjL <br />> z <br />0 C/) < <br />U <br />Lu <br />01 <br />�� R OZ <br />< r <br />U, <br />, cc' <br />< �Z< <br />Lu �� w<J <br />< 3: <br />ti <br />z r-4 0 <br />M <br />z (1114 C, <br />LU Lr) <br />6i L, oz, <br />OZ8 <br />LIJ 2 w <br />< <br />z Lu z <br />< W <br />CY-) z =) < <br />01 j) <br />T--4 z Z <br />M LLI 0 <br />0 z <br />Lu <br />rn T__I U0 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO - 10 <br />SHEET NO. <br />1.0 <br />GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />Z� <br />