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1 <br />I '. <br />TAIR CALCUTIONS: <br />OTAL RISE = 10'-8 3/4" <br />18) RISERS AT 7 1/8" <br />0 <br />TREADS w/ 1 " NOSING- <br />GRASPABLE - <br />RAILING <br />USP MP3 CLIP EA. <br />STRINGER TO BEAM/ <br />FLOOR SYSTEM TYP. <br />2x8'S AT 12" <br />O.C. AT <br />LANDING <br />1x RISERS <br />(TYP�) <br />1x8 CAP <br />CASING <br />LO <br />Z (3) 2x12 \��4 FRAMED <br />STRINGERS WALL <br />2x4 #2 SYP. P.T. THRUST BLOCK <br />W/(2)- 1/4"x 3 1/2" TAPCONS @ <br />StairwaWd6fttf10rbi1 &11`1196&5� W inform to the FBC 5th Edition (2014) <br />Residential section R311.7 <br />Riser height: <br />The maximum riser height shall be 7 Y4". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than W. <br />Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />flight of stairs shall not exceed the smallest by more than Ya". <br />Nosings. <br />The radius of the nosing shall be no greater that Y16". Solid riser nosings shall <br />not be less than I%" but not more than 1 Y4". The greatest nosing projection shall <br />not exceed the smallest by more than Y2". Beveling of nosings shall not exceed <br />Y2 " <br />Handrails. <br />Handrails shall be provided on at least one side of each continuous run of <br />treads or flight with four or more risers. Handrail height, measured vertically <br />from the sloped plane adjoining the tread nosing, or finish surface of ramp <br />slope, shall be not less than 34" and not more than 38". Handralls adjacent to a <br />wall shall have a space of not less than 1 Y2"between the wall and the handrails. <br />Grip -size. <br />Handrails with a circular cross section shall have an outside diameter of at <br />least 1 1/4" and not greater than 2" or provide equivalent graspavility in <br />compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. <br />Guards. <br />Guards shall be located along open -sided walking surfaces, including stairs, <br />ramps and landings, that are located more than 30" and shall be not less than <br />36". Required guards shall not have openings from the walking surface to the <br />required guard height which allow passage of a sphere 4" in diameter. <br />Winders. <br />Winder treads shall have a minimum tread depth of 6" at the narrow end and <br />shall have a minimum tread depth of 10" at the intersections with the walkline <br />( 12" from the narrower s1de ). <br />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with YZ gyp. bd. <br />TYP. STAIR SECTION <br />SCALE: 1/4" = V-0" <br />71- <br />MIRROR <br />MASTER BATHROOM <br />BATHROOM 2 <br />42" KNEE WALL WITH 42" KNEE WALL WITH <br />1x8 CAP & CASING (AT x AP & CASING (AT <br />2nd. FLOOR ONLY) nd. FLOOR ONLY) <br />3/4" PLYWOOD <br />DECKING <br />USP IP3 CLIP EA. <br />-FLOOR SYSTEM STRINGER TO BEAM/ �PF <br />LC <br />FLOOR <br />S <br />FLOOR,' �YSTEM TYP. LE�TEM <br />Y <br />-02x12 <br />2x8 LAND41NG S 1 <br />T ll� <br />STRINGERS <br />UPPER STAIR SECTION <br />ur) <br />MIRROR <br />TOWEL <br />BAR <br />C:) <br />(5) <br />. <br />tt <br />BATHROOM 3 <br />t <br />9 <br />141-411 <br />4'-11 " 1, 9'-5" <br />& OP�. HB <br />BRKFST <br />9' <br />4" FLAT CLG. <br />TILE <br />LINE OF 2ND FLR. <br />FLOOR GIRDER <br />16'-8" <br />2'-4.1 6'-3" <br />§ <br />C11- <br />0 <br />0 <br />0 <br />Lu 0 <br />C) 0 <br />Z <br />E] <br />< <br />Z <br />CUO <br />2 3" <br />0 op <br />CaN <br />04 <br />KITCHEN <br />9'4" FLAT CLG. <br />TILE <br />L9 <br />11'-6" <br />- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />----- ---------------- ----------------------- <br />DOOR LOCATION <br />LANAI FOR OPTIONAL <br />SCREENED LANAI I <br />00 9'-4" FLAT CLG. A.F.F. <br />�0 - <br />0 60 <br />LO <br />3'-4" -LO 224" F4 <br />H <br />r <br />A <br />SERVIN COUNTER <br />@ 42" Vy/ 39 1/2" <br />KNEEWALL BELOW <br />I? <br />F, <br />-L zo 0. 3'-6" 0 (0 T-6" 8" <br />U) ___sv 10 10 <br />LO REF. @) <br />5 SH. <br />HDR <br />@ 96" <br />Nr <br />H1 Q <br />S4 <br />2068 BF <br />0" F LA <br />-0" FLAT <br />V <br />4'-101.11 <br />"NO UPIL <br />FT <br />CLG <br />CLG. <br />e <br />4 <br />T-31" <br />T-15" <br />(D <br />Of <br />'0 <br />41111111 <br />-T� <br />Cn <br />M <br />U') <br />DINING <br />3A <br />9'-4" FLAT CLG. <br />CARPET <br />5 SH. <br />0? <br />rG G <br />a) <br />-1 <br />.7 <br />S3 <br />V- <br />LO <br />rG G'� <br />- - - - - - <br />C? <br />S3) <br />10- <br />80 <br />< <br />9 <br />LO <br />LO <br />0 <br />TYP, @ <br />F -J <br />- <br />A <br />I E <br />2 STORY <br />LIVING <br />9'-4" FLAT <br />CARPET <br />( 77 <br />3) 2x4 #2 SPF - <br />STUDSw/(3)16d <br />TOENAILS @ BASE <br />ROOM <br />CLG. <br />34 <br />, I <br />( 5 <br />4 <br />4) <br />3--1 C <br />3 <br />E) <br />2 <br />1 <br />UP <br />T-6" <br />LU 00 <br />�K (D <br />0 FOYER <br />M OPEN lOABV <br />0 <br />C� TILE <br />3068 W/ <br />TRANSOM <br />EE ELEV. <br />4'-8" <br />3-4- <br />t <br />(2) 25 SH <br />121-011 <br />9 <br />EO <br />;IJ <br />VIT- <br />7F- -7, <br />"7 <br />30 <br />(D1 <br />.J <br />34 <br />D1 <br />80 WOOD BEAM SEE DETAIL FOR MORE 9 <br />INFO. TOP OF BEAM 12'-8" VERIFY W/ 80 <br />ELEV . -I <br />01 <br />7'-6" <br />Q <br />S4 <br />FAMILY <br />9'-4" FLAT CLG. <br />CARPET <br />(2) 2x4 #2 SPF <br />STUDS W/ (3) 16d <br />TOENAILS @ <br />BASE <br />2868 <br />191-01, <br />(4GG <br />S <br />S3 <br />bA-31 <br />1 '4 LAT CLG. <br />9 �- <br />-ILE <br />BEDROOM 5 <br />W/ (3) 2x4 #1 SYP 9'-4" FLAT CLG. <br />STUDS TOP & CARPET <br />SHOWER 0 BOTTOM <br />T-O" AFF I <br />----ZE i2 [77777 <br />"I 1/\1 I <br />191 <br />D - <br />§3 <br />1'-4"X1 �4' "L" <br />SHAPE CMU <br />COLUMN <br />�S6 <br />TYP. @ <br />2 STORY <br />ur) <br />C14 (A) <br />0 <br />U) <br />uJ U) <br />LO <br />N <br />uJ <br />0 <br />F-: <br />T.O.M. <br />V2' <br />PAD <br />R/SH <br />2868 <br />S.W. <br />�,��NOTE: <br />DQ <br />35 <br />EDGE OF SLAB 9"71 <br />7 <br />FINISHED WALLS <br />S4 <br />BEYOND WALL <br />TO BE FLUSH. FIELD <br />T-54 <br />D1 <br />-6j" <br />5'-4" 1C 4 <br />VERIFY. <br />i36 x 22"AIJ:11C <br />BUILDER TO PROVIDE <br />I ACCES <br />APPLIANCE PROTECTION <br />L.--= - - - - - J <br />WHEN REQUIRED PER FBC <br />- <br />3 <br />CAR GARAGE <br />8'-0" FLAT CLG. A.F.F. <br />9 <br />b <br />- - - - - - - - - <br />- - - - <br />- - - - - - - - - - - - - - - <br />- - <br />- - - - - - - - - - - - - - - - <br />A <br />9 0 <br />60 <br />TYP. @ <br />K <br />SINGLE <br />S4 <br />-(IS34) <br />STORY <br />TYP. @ - <br />- - <br />- - - - - - - <br />TYP. @ <br />GARAG E <br />GARAGE <br />H B <br />16 X 7 OVERHEAD DOOR <br />8 X 7 OVERHEAD DOOR <br />28'-8" <br />F- <br />00 <br />-1 <br />u') <br />0 <br />I <br />F, <br />C? <br />o? <br />b.) <br />LO <br />REVISION NOTES 12/17/2009: <br />1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS <br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. <br />2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. <br />FURRING AT 16" O.C. <br />3. NO RECESSES FOR SHOWERS. SHOWERS ARE <br />TO BE PANNED WITH A PRE-FAB. BASE. <br />4. ALL VANITY HEIGHTS ARE 36" A.F.F. <br />5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" <br />RECESS. REFER TO MASON'S SCOPE FOR <br />RECESS WIDTH. <br />6, ALL BATHROOMS HAVE ONE MEDICINE CABINET <br />7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. <br />8. ALL TUB DECKS ARE SIZED AS FOLLOWS; <br />40'PRODUCT LINE - MIN. 48" x 64" <br />50'PRODUCT LINE - MIN. 48" x 76" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><e>(2) <br />- 2X6 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 112" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVIL <br />2.OE Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />LVIL 2.OE Fb=2950 <br /><e>(2) <br />- 1 3/4" X 16" <br />LVIL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVIL 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 W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIREDSTUDS <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 SHEET 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 />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 -1X 25 -1 <br />2 2 <br />S.H. <br />13 <br />20 X 38 28 <br />18 -21X 37 1 <br />S.H. <br />14 <br />20 X 50 <br />18 17 X 50 <br />S.H. <br />15 <br />20X63 <br />18 -21X 62 <br />S.H. <br />16 <br />20 X 72 <br />18 JX 71 2 <br />S.H. <br />J 32 <br />27 114 X 26 <br />26 X 25 J <br />S.H. <br />i 33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />3 <br />4 8 <br />.i <br />233 <br />N/A <br />26 x 37 34 <br />S. H. <br />-2134 <br />N/A <br />26 x 50 <br />S.H. <br />1235 <br />27 14 X 63 <br />26 X 62 1/2 <br />S. H. <br />.1 <br />236 <br />27 -41 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 -4a X 26 <br />36 -21 X 25 1/2 <br />S.H. <br />23 <br />37 -4Z X 38 3 <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 a4 X 50,1 <br />8 <br />36 1 X 50 <br />2 <br />S.H. <br />25 <br />37 -41 X 63 <br />36 -21 X 62 112 <br />S.H. <br />26 <br />37JX72 <br />36 -21 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 -1 WIDE <br />2 <br />S.H. <br />32 <br />54 X 26 <br />52 -21 X 25 -21 <br />S. H. <br />33 <br />54 X 38 -81 <br />52JX 37 J <br />S. H. <br />34 <br />54 X 50 a <br />8 <br />52 -1 X 50 <br />2 <br />S. H. <br />35 <br />54 X 63 <br />52 4 X 62 J <br />S. H. <br />36 <br />54 X 72 <br />52 -21X 71 1 <br />2 <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 Cipening/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 13/8" in thickness, solid or honeycomb -core steel <br />equipped with self -closing devi <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. Ed. 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 Swilming 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 />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 f1r. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALLLEGEND <br />MASONRY HGT. @ 9'4" A.F.F. <br />MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1 ST FLOOR 1512 S.F. <br />2ND FLOOR 1615 S.F. <br />TOTAL 3127 S.F. <br />GARAGE 611 S.F. <br />LANAI 181 S.F. <br />ENTRY 38 S.F. <br />TOTAL SQ. FT. 3957 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE/TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-1 1 /R- 13 KRAFT FACED <br />EXT FRAME 2 x 6 R-1 9 KRAFT FACED_ <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-1 1/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />1 ST FLOOR PLAN A B <br />SCALE: X"=V-0" <br />0 <br />0 <br />V) (D <br />Q) <br />C-4� <br />4--) Lu <br />0 UJ <br />E <br />ul <br />0 <br />co Cl) <br />00 <br />C) <br />04 <br />0 <br />LU <br />E <br />0 <br />co <br />0) Ce) <br />a C', " <br />(�o co <br />C14 <br />wig <br />0 <br />ILL <br />:3 <br />0 <br />< 0 <br />Lo 0 q* <br />CL <br />< 6 <br />A I <br />8 D. <br />N-C-B c <br />�Se, <br />F11 <br />A @Jt, <br />to <br />C-4 <br />'Cr' Z <br />C" <br />2% <br />-LO <br />'01 <br />-t <br />; C"4 <br />Q�I.C, !t­ 1; <br />>% ' N <br />LI: <br />'Lou <br />. LLJ <br />0 <br />x <br />S <br />0 <br />tr, <br />0 <br />Z, <br />Z <br />LL 00 <br />V� <br />LU <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 />Z r%J <br />0 (L) r-, <br />1-� 4-J C) <br />C:) <br />C:) <br />Z <br />fy) <br />4-J <br />_M Ln <br />0 <br />CJL w <br />0 <br />W - Ln <br />ZCL <br />" U-0--s <br />6- CL OC) <br />Z E <br />(0 <br />Z <br />CD F- <br />WLu <br />-J C:) <br />0 <br />0 <br />ED u- <br />UJ Z <br />(L <br />LL, co �E Z 5 W <br />�- 2:,-n 0 <br />P0 0 >- Z <br />Z Z 0 it <br />Z < U 2: < <br />Z Z Z <br />- LU Z <br />Lca � sai Lq <br />L U L% 8 LO <br />0 <br />=) LU N <br />F- 0 Z @ <br />Z <br />LU LUI <br />U1 <br />r*4 <br />OZ$ <br />Z U <br />LU a 0 0 <br />0 <br />Z <br />U - <br />i.- <br />op 0 Z <br />Z <br />:3 2w: 0 <br />ZCY-- Z <br />u, <br />Z <br />namo <br />LOU 8 I= <br />> <br />U.1 <br />0 LU X <br />_J <br />2 2 > 9 0 <br />W W 0 LL Z <br />Cr <br />Q� Cy LU 2: 0 <br />F- 0 <br />rN 0 <br />X LL Z <br />Z <br />C:) <br />0 <br />< <br />LU LLJ <br />CL he <br />C:) <br />F- <br />Z <br />ILL <br />LIJ <br />> <br />0 <br />Z +-, <br />W <br />Z <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: EPAND <br />VERSION NO. <br />1525 <br />JOB NO: 16-6651 <br />SHEET NO. <br />