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0 <br />0 <br />LO <br />rl- <br />LO <br />cV <br />L <br />0 <br />J <br />N <br />Q <br />100 <br />E <br />00 <br />Y <br />O <br />TYP @ 2 STORY <br />J <br />S6 <br />H.B.t <br />(3) 2X4 #2 SPF W/ (3)16d <br />1 <br />TOENAILS @ BASE 8 <br />OON COND. <br />III I 111111011111 <br />oil <br />IN <br />S6 <br />TYP @ 2 STORY <br />I I I I I IG I <br />I I I I I 33 �e <br />I I I ILIP116R1 I I Cl) <br />I I I I I I I I <br />q <br />3 4 5 7 8FLOOR <br />G.T.42" <br />FAMILY ROOM <br />FLAT CLG. <br />SLOPIo 10 <br />HALF WA11 - M8'-8" <br />IG <br />W/ (3) 61d <br />TOENAILS - <br />BASE <br />G 8'-8' T <br />S3 � <br />GM 00 <br />FLEX <br />8'-8" FLAT CLG. <br />CARPET <br />MCARPET <br />c=n <br />4'-0" '-0" <br />N <br />(2) #5'S <br />L a-2xb <br />WALL <br />5-SH iio <br />H4 <br />V <br />r <br />2" DEER <br />in <br />2068 B.F. <br />HDR AT 7' 4" <br />E IV T R <br />N <br />s <br />16'-48' <br />I <br />I T-8" 3'-8" 3'-6" <br />6'-0" - <br />" FLAT CLCp. <br />S6 <br />C3 <br />- <br />C7 C7 r <br />FOYER <br />O <br />o <br />in <br />0 <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ <br />(3) 16d TOENAILS @ <br />BASE <br />r <br />o <br />00 <br />O CD DINING ROOM <br />PATIO 8'-8" FLAT CLG. <br />CARPET <br />01 <br />U_ <br />I 0 '� <br />p 01 <br />a U_ <br />8'-8" FLAT CLG. <br />TILE <br />3068 <br />-------I <br />2 #5'S <br />CD <br />- <br />W07 <br />.H. <br />co 3 2X4 #2 SPF W/ <br />O <br />N (3)16d TOENAILS <br />O @ BASE <br />2'-6" BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />2 CAR GARAGE <br />CC <br />S3 <br />-----p --- - - <br />j S3 <br />I <br />I <br />JL <br />4 0„ <br />O.. <br />- <br />N <br />N <br />- — <br />I <br />I <br />I I <br />r <br />8'-8" FLAT CLG. <br />I <br />I <br />I <br />I I <br />4'-0" 6-2" 6-6" <br />4'-8" <br />20'-8" <br />I <br />I <br />I I <br />I I <br />EDGE OF SLAB 2" - <br />BEYOND WALL?� <br />cC <br />S3 <br />I o <br />H wi <br />= <br />I oW <br />I Op <br />I <br />I <br />I <br />_ <br />ol <br />rl <br />L-------- --� I <br />-- J----- 6 -- <br />3 6 3 <br />' <br />_ <br />— <br />_ <br />O N <br />X <br />I CO <br />I <br />I I <br />I <br />3'CHEN <br />e <br />'-8' <br />FLAT <br />CLG. <br />f\ <br />1 <br />1 <br />I <br />I <br />I <br />I <br />2 <br />6850 <br />R <br />668 <br />B.F. <br />z<R=24 <br />_______ <br />- <br />_ <br />_ <br />2x6 WALL <br />D <br />S3 <br />L------------L— <br />I <br />REF. <br />_OPT._ <br />PANTRY <br />0 <br />iv <br />16" DEEP <br />5-SH <br />cv <br />CV <br />J <br />S6 <br />)TYP <br />@ 2 STORY <br />38'-0" <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 />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 114 LVL <br />2.0E Fb=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <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 REQqAND <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS <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 />18JX25j <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20 X 50 j <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 i <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />33 <br />27 1/4 X 38 <br />N!A <br />S.H. <br />434 <br />27 4 X 50 i <br />N/A <br />S.H. <br />4 33 <br />N/A <br />26 x 371 <br />S.H. <br />} 34 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />436 <br />27jX72 <br />26X711/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />371X72 <br />36jX711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 j <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 j <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <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 />• 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 />OA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GG <br />SEE SN SHEET OH SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +34.0 / -44.8 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />1 1 I I 1 1 I I1 1 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 11131" <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1489 <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3044 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC 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 />j R-11/R-13 KRAFT FACED <br />(GARAGE / LIVIN() <br />EM <br />Z M <br />0 <br />Z <br />Q <br />IZ <br />V) CD <br />Q) cr) <br />� 0 <br />•U — <br />w <br />O C <br />FE <br />2 <br />(/) `_ <br />o 0 <br />Co I\ <br />U <br />w E <br />F_ <br />— 8 <br />a) M <br />c' cu co <br />f�6 D cM <br />O N <br />o <br />= <br />U 40n <br />� <br />00 <br />o. CD <br />o <br />Q 0 <br />L0&� <br />rn ¢ o <br />DID® <br />V <br />U) <br />6�— Q <br />c <br />`a <br />LU . .i", F <br />10 W = 0 <br />'• <br />Wit • <br />° <br />.. Z O <br />0 <br />. <br />�NQ� OF <br />E <br />��pts <br />W a7�r�?f48f <br />o U <br />v F- <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z <br />O a-J r. <br />H V) O <br />M <br />Q U-) f0 Ln <br />d- <br /><C - LL <br />C',U�� <br />00 <br />Z ru <br />F'- <br />J CDW <br />CD <br />d- <br />oZ <br />o <br />� Q <br />z d <br />of <br />�F <br />w¢0� <br />Uz80o <br />Z w w <br />Z <br />Ri 'E ! z <br />LLj <br />20 O <br />O <br />04 <br />m t, <br />T <br />Q <br />ouj <br />zz <br />}z <br />O <br />z <br />z <br />Z <br />Lf) <br />O <br />J <br />L.L <br />F_ <br />-� <br />Lr) <br />o <br />U <br />= <br />N <br />r <br />J <br />Ow <br />F <br />z <br />��o <br />0' <br />Y� <br />QVV <br />N <br />a a� <br />Z w Z 4 <br />Qoog& <br />Z <br />=w,Q <br />Z <br />J <br />Ll> <br />Lij <br />w O' <br />�w� <br />> c� & � <br />t-q <br />tL <br />o Z o <br />2 u< <br />CO <br />Q <br />z <br />&moo <br />Q�Z <br />k <br />N <br />z <br />a z <br />Co <br />J <br />= <br />¢ z <br />uj <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />1.0 <br />W <br />. 2 <br />