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a <br />a <br />00 <br />E <br />6 <br />D2 <br />25 SH H1 <br />TYP @ <br />CORNERS <br />U.N.O. <br />R&S <br />EGRESS <br />I'------ <br />---1 <br />J <br />O <br />FIBERG <br />cc <br />SURROUNa <br />I <br />TYP @ 2 STORY <br />CO <br />W.I.C. <br />BEDROOM <br />4 <br />P <br />3 <br />D2 <br />18'-0" FLAT CL <br />. <br />8'-0" FLAT CLG. <br />BEDROOM 3 <br />co <br />I <br />I <br />o <br />CARPET <br />1 <br />8'-0" FLAT CLG. qu) <br />CARPET <br />=I <br />rn <br />�1 <br />I <br />ROOF G.T. <br />TIL <br />� <br />X <br />N <br />I <br />T <br />2��N 4'-2". <br />rp <br />j <br />TYP @ 2 STORY <br />00 <br />I <br />J <br />S6 <br />0 <br />4068 B.F. <br />coo <br />N <br />T <br />N <br />I <br />I <br />N <br />o <br />w Z v: <br />7Z- <br />4068 B.F.L <br />N <br />60"X36" <br />`' <br />�p z m <br />SHOWER <br />00 <br />-- In. _j J to <br />N <br />— — — — — — — — <br />FIBERGLA <br />R&S <br />c�v <br />266$ <br />— — — — — — — — — — — — — <br />SURF CUN <br />N <br />4'-0" <br />5' <br />10" <br />6'-1 5'-4" 2 <br />-42" 2668 <br />13'-7� <br />M <br />° <br />M <br />w <br />6 <br />H1 D2 <br />A" <br />BEDROOM 2 Or <br />8'-0" FLAT CLG. w <br />2468 <br />LA <br />CL <br />° <br />I.- " -� I <br />ATTIC <br />t- <br />CARPET <br />c <br />8'0' <br />ILL:© <br />U)I <br />I <br />a <br />o <br />I I <br />4��_J �I m <br />1 <br />o <br />- <br />------CC <br />�J <br />P <br />I 00 <br />1 <br />I 00 <br />O <br />Co <br />a <br />I <br />TI <br />I <br />007 <br />Lu <br />u�wpD2 <br />j <br />r <br />SIM. I <br />^�o <br />w/ (5) STUDS <br />3N <br />" <br />2'-4" <br />V-10 <br />2868 T <br />5'-4" 2'-6" <br />t <br />I <br />-nI <br />— — — — ——C J <br />16'-8" "' <br />4'-Oz" 3'-72" <br />14'-8" <br />OWNER'S <br />YR. <br />-En <br />A.G. <br />6 <br />SUITE <br />I <br />LOFT <br />r <br />15 = <br />_= <br />I <br />H3 D2 = <br />� <br />u OP- <br />O <br />8'-0" FLAT CLG. <br />CARPET <br />I <br />8' 0" FLAT CLG. <br />H2 e <br />D2 <br />14 <br />13 <br />c7 <br />— — <br />— — —� <br />ROOF G.T. <br />— <br />— — <br />_ <br />_ _ <br />— <br />I I <br />— <br />CARPET <br />— — — <br />= <br />' <br />N <br />W <br />cc <br />i <br />_ <br />IQ <br />ct <br />to <br />I I <br />11 z <br />I I r <br />d <br />10 <br />-- <br />I a� <br />LL <br />� 1 <br />9 =- <br />1 1 1 2 <br />I I I I <br />I8 <br />0 <br />TYP @ 2 STORY <br />I I= J <br />S2 ¢ <br />ro <br />TYP @ 2 STORY <br />M <br />S6 <br />I I <br />N <br />� <br />I I <br />I I <br />I I I I <br />I I I I <br />I I I <br />S6 <br />J_ <br />II <br />FAM <br />U <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 1/4 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 REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />2x6 <br />SYP #2 <br />16" O.C. <br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT'* <br />SEE C/S6 WALL SCHEDULE <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18X25 <br />S.H. <br />13 <br />20X38j <br />18jX37J <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />J 32 <br />271/4 X 26 <br />26 X 25 <br />S.H. <br />j 33 <br />27 1/4 X 3811 <br />N/A <br />S.H. <br />j 34 <br />27 J X 501 <br />N/A <br />S.H. <br />33 <br />N/A <br />26 x 37 <br />S.H. <br />34 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />27 4 X 63 <br />26 X 621 /2 <br />S.H. <br />436 <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 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 621 /2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 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 j <br />52 X 37 <br />S.H. <br />34 <br />54 X 50 j <br />524 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 } X 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 />• 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 />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE1 <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />OG <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 />[!1111111111111111 - <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 "A1" <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1491 <br />LIVING TOTAL 2584 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3046 <br />0 <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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />0 <br />Z o <br />z�Z <br />Q <br />a <br />z <br />Cz <br />^Ul' C9 <br />*W-J w <br />0 LAJ <br />c/i <br />o <br />0 <br />�M <br />w <br />c to v2 <br />O <br />C',C) <br />_ <br />ni <br />rR �o. c <br />Iz <br />Q <br />Al I <br />B D. <br />N.C.B D C <br />ti <br />S� <br />. KZ <br />u(—j <br />oz, <br />eLo <br />z <br />ULM <br />•m <br />f:f71R}if <br />d ❑ <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 />0 <br />Z 0 <br />0 � N <br />F>'•t M CD <br />z <br />M <br />MpLn <br />11 cn •L � <br />0 <br />HCLG <br />a .-. <br />0 00 <br />Q <br />E00 <br />WUJ <br />Z <br />J <br />�z <br />w <br />�a <br />gqo: <br />�U <br />z-j <br />Z <br />8� <br />L <br />� <br />Ln <br />r S <br />�z <br />Z <br />1 n <br />J <br />U <br />cn3 <br />U, <br />O <br />N <br />z <br />V <br />= <br />N <br />O <br />o� <br />LuQ <br />lg� <br />Z <br />J <br />,..I <br />r-I <br />LJ.I <br />z <br />E <br />z <br />O� <br />In <br />� <br />(y <br />06 <br />ZLU <br />:5= <br />,-I <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSIQ <br />VERSION NO. 5ol <br />SHEET NO. <br />1.1 <br />