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2 <br />0 <br />v <br />T <br />on <br />60 <br />A <br />0 <br />35-SH <br />16'-3" <br />\\\ I <br />a <br />Lu <br />0- <br />\\ <br />OZ <br />OZ <br />Cn <br />NLU <br />�J <br />W <br />`\ <br />CAFE <br />FAMILY ROOM <br />VAULT.CLG. <br />\ <br />VAULT. CLG. <br />\\ I <br />CARPET <br />M10 <br />PATIO �_ <br />o \ � ih <br />E O `—------------------------------------ <br />00 I I ---- <br />co <br />L I <br />I <br />2:12E <br />I <br />I <br />I ro <br />I <br />9'-0" T-8" 2'-8" 4'-3" 6'-10" X-7" <br />I <br />DRN ER VENT <br />I I <br />THIRU ROOF <br />j r f - <br />r <br />_ d o0 <br />N OWNEI 'S <br />SUIT <br />8'-0" FLAT CLG. <br />CARPET q• <br />a <br />TYP @ 1 STORY <br />I <br />A <br />S3 <br />Mi 1 <br />CARPET <br />I� <br />1 M_' <br />1 <br />I <br />H.B. <br />00 <br />Co <br />00 <br />N <br />2668 <br />a~. w <br />low <br />I <br />0_ rruv 1 r <br />SW - <br />Cl? LAT LG. <br />CD <br />5-SH <br />60" X 36" <br />SHOWER <br />m <br />FIBERGLASS <br />SURROUND <br />L— — — — — — — — — — — — - <br />f=-- ----- — <br />ijr D�-� 0� <br />1, <br />1■■■I <br />NMI 1061B.F <br />CN <br />1�00 <br />INA W1, I!BEDROOM 2 <br />'CARPET <br />S <br />T-84" <br />IIIIIIICIIIIIIIIC�I� <br />6'-0" <br />.. <br />\ I � <br />on I <br />W- :1. =-s <br />ENTRY <br />V-0" FLAT CLG. <br />HANSON BOX @ <br />36" A.F.F. M100 <br />o FIBERGLASS EDGE OF SLAB 2" <br />SURROUND I BEYOND WALL <br />K 2-CAR GARAGE <br />S3 51i 3411 8'-0" FLAT CLG. <br />i II <br />�I <br />T _o! <br />T � ILE I <br />43) <br />-- <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I ~ I <br />I O <br />I I <br />I ► I <br />I I <br />I I <br />I I <br />I I <br />I D I I <br />I S3 <br />71 <br />CARPET <br />9'-4" FLAT CLG. <br />2668 <br />I <br />"oo <br />-----R&S---- — <br />8'- <br />10-4'HALL <br />4'-1" 1'-3" <br />4068 B.F. <br />Nk <br />a'4 <br />4-SH <br />coN <br />I <br />11-10" <br />3'-0" <br />91841 <br />BEDROOM 4 <br />I <br />8'-0" FLAT CLG. <br />I <br />I <br />I <br />CARPET <br />I <br />I <br />u:ba <br />al <br />rn <br />�; <br />00 <br />BEDROOM 3 <br />I <br />8'-0" FLAT CLG. <br />I <br />I <br />CARPET <br />( <br />EGRESS <br />25-SH <br />O <br />7-10" <br />,n <br />A <br />S3 <br />CO <br />m O <br />I �L A <br />1 WM <br />Li N <br />i2 <br />00 <br />T <br />N <br />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 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 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 8 <br />18 J X 37 8 <br />S.H. <br />14 <br />20 X 50 8 <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 />18 J X 71 j <br />S.H. <br />J 32 <br />27 1/4 X 26 <br />26 X 25 # <br />S.H. <br />833 <br />271/4X388 <br />NIA <br />S.H. <br />8 34 <br />27 j X 501 <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 i <br />S.H. <br />34 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />J 36 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 8 X 26 <br />36 J X 251/2 <br />S.H. <br />23 <br />37 J X 38 8 <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 8 X 501 <br />36 J X 50 <br />S.H. <br />25 <br />37 8 X 63 <br />36 j 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 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 j <br />S.H. <br />33 <br />54 X 38 8 <br />52 j X 37 j <br />S.H. <br />34 <br />54 X 50 8 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />WA <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 dear 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 />+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 />GC� <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 />MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <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 />(GARAGE / LIVING) <br />I R-11/R-13 KRAFT FACED <br />0 <br />z o <br />z <br />Q <br />J <br />CL <br />(nz <br />Ln C <br />cn <br />1--r LU <br />� Q <br />U — <br />0 w <br />Of <br />o <br />I� <br />v J � <br />(6 <br />O M <br />O <br />CO <br />U <br />LU <br />N <br />N M <br />Cf0M <br />E <br />—coo <br />f0 M <br />Ooo <br />_ <br />0 <br />LFT 00 <br />00 <br />0 <br />a°)i <br />�-.1d <br />m 0. o <br />rn ov <br />Q rn <br />rn Q o <br />A <br />1 <br />N C•9BD,C <br />C <br />e <br />B <br />�® <br />( <br />p•4�5�� <br />SS <br />1d <br />wz., <br />e' at aC�,_ v j <br />CO <br />-`+ �• ..via v-f` � <br />v^ <br />O J O F.v y ^ " <br />oft <br />� � <br />Q <br />Z" OS - <br />� —LL <br />II�.III�'I 0j <br />3 u4 a <br />!n <br />tla <br />o� tEd <br />V `o. _,. <br />��3;•�v <br />LL z <br />¢ <br />IWI.. N 4 <br />l8111et��� <br />� <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 />zN <br />O cv <br />H LA a-' O <br />> Lr) M O <br />4-1 <br />Q -0 Lf) <br />Q C LL Ln <br />CD- <br />, M <br />oC U a � <br />a <br />E� <br />z <br />J � <br />W <br />d' <br />J <br />Om <br />5 <br />0 <br />z <br />a� <br />f� <br />�E80 <br />ZL)w <br />a w Z <br />z <br />O J W <br />2 X J <br />u_ O <br />0 <br />U N <br />8Wo <br />oZ <br />Zo <br />>v <br />az <br />O <br />z <br />"0 <br />�% <br />L <br />ILL <br />N <br />> <br />rl <br />8 <br />Z <br />O <br />V <br />•— <br />T <br />w <br />ga <br />O� <br />OZ <br />J <br />0 Q <br />U <br />G�: <br />UKm� <br />a n. <br />N <br />^ <br />O¢O< <br />ui <br /><`� <br />oC <br />o <br />Z <br />N <br />QaW3 <br />-0o <br />LU <br />Lli <br />a � = <br />Q <br />37 <br />Q <br />z <br />OW8 <br />LYa <br /><z <br /><� <br />N <br />M <br />t-1 <br />Z <br />a uQ <br />Lnz <br />O <br />QLIJ <br />J <br />= <br />az <br />n <br />,--I <br />d <br />Cn <br />f <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />1.0 <br />