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1. <br />to conform to the FBC 5th Edition <br />section R311.7 <br />r height: <br />maximum riser height shall be 7Y4". The greatest riser height within any <br />I of stairs shall not exceed the smallest by more than W. <br />d depth. <br />minimum tread depth shall be 10". The greatest tread depth within any <br />I of stairs shall not exceed the smallest by more than Y8'. <br />radius of the nosing shall be no greater that %s'. Solid riser nosings shall <br />be less than %` but not more than %". The greatest nosing projection shall <br />exceed the smallest by more than ),2'. Beveling of nosings shall not exceed <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". Handrails adjacent to a <br />wall shall have a space of not less than %"between the wail 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 sta <br />irs, <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 side). <br />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with 1/2" gyp. bd. <br />KITCHEN ISLAND <br />Hil <br />� 5 <br />��6 <br />KITCHEN REF. AND RANGE <br />KITCHEN SINK <br />LX4 SL JTY. Y.I. I NNUJ I OLVI.N <br />W/(2)- 1/4"x 3 1/2" TAPCONS @ <br />16"o.c. AND 3" FROM EA. END. <br />LOWER STAIR SECTION <br />36" H. CONT. <br />GRASPABLE <br />RAILING <br />3/4" PLYWOOD <br />ix8 CAP <br />CASING FLOOR <br />�TrR <br />D <br />SYSTEM <br />(TYP.) USP MP3 CLIP EA. <br />2x12 STRINGER TO <br />STRINGERS BEAM/FLR. SYS. <br />TYP. <br />HDR. <br />A ING BEYOND <br />" GYP. AS PE <br />FBC R302.7 <br />STOR. <br />M1� UNDER <br />0° STAIRS <br />LD <br />2x FRAMED <br />WALL <br />UPPER STAIR SECTION <br />TYP. STAIR SECTION <br />0 <br /><V <br />0 <br />M <br />SCALE: 1/4" = V-0" d <br />i` <br />r <br />------------------- -------------------------------- ------------------- <br />DOOR LOCATION <br />I I FOR OPTIONAL <br />AC PAD <br />SCREENED LANAI <br />LANAI <br />- <br />I I 9'-4" FLAT CLG. A.F.F. <br />\ <br />R <br />"eo <br />I I <br />\ <br />r\ <br />in <br />18'-2" T-6" 1 V-2" T-2" 6-0" I <br />-_ _ _ _ `n <br />AC PAD i O J O O CENTERLINESINK <br />O I <br />S6 AT <br />I I 8068 SGD 33 SH 8068 SGD WINDOW 23 SH I <br />HB <br />L <br />rl <br />- - - - - -- <br />D__LJ_7M <br />.W. J <br />I <br />SINK w/ DISP I <br />CD <br />34'-74° 6'-4" MCD 9.-0 " 1 <br />BRKFST <br />w o � <br />ma <br />00 <br />9'-4" FLAT CLG. <br />°) <br />00 I <br />U) M <br />FAMILY <br />r <br />TILE �- <br />---ISLAND N <br />Q ° 1 lO <br /><W <br />9'-4" FLAT CLG. <br />PROVIDE o) i <br />L <br />18"x72" BASE 1 6'-3" <br />J <br />CARPET <br />PLATFORM FOR �' - <br />- - - - - - - <br />I <br />S6 <br />HVAC UNIT 28" <br />I <br />TYP. <br />HIGH VERIFY =,N <br />SIZE WITH MFGR. <br />KITCHEN <br />1 <br />28'-34' <br />T-4" <br />1 1„ <br />10 -42 9'-4" FLAT CLG.T 5 -42 <br />REF. <br />Q'-7 <br />0 <br />N <br />5068 TILE <br />12X <br />N <br />1 1/2" RETURN ON EA. <br />BF <br />SIDE OF CLOSET <br />ARCHED OPENING 2668 <br />U) <br />8'-0" = q <br />PLUMB. STACK <br />7'-1" TO 7'-9" <br />J ") <br />CLG. LO S4 <br />= <br />M <br />M <br />CO <br />GG STOR. <br />Q <br />AHU X <br />'NO UPLIFT' <br />5 SH. <br />BF. LO <br />D <br />S3 UNDER <br />H3 S4 <br />O <br />- - - <br />--- <br />S3 <br />STAIRS <br />- <br />"NO UPLIFT" <br />D <br />ih <br />PLUMB <br />3079 ARCH <br />_ _ - <br />I- - - - - <br />- STACK N <br />S3 <br />H2 OPNG. <br />O11-114 <br />S3 <br />15-1 <br />I I I <br />346�' " <br />12'-6-13 <br />cq <br />2 <br />4'_ <br />0"18- <br />10 <br />4. I SLOP FLAT <br />I I I CEIL+ 1 II <br />31 CEILINGCS <br />1 16L11 <br />D1 10 111121 1? 1 <br />I I <br />9 I1 <br />Z1 'LIVING ROOM lZl DINING <br />1 zl I zl <br />7 21 ` 1 9'-4" FLAT CLG. 1 zla) 9'-4" FLAT CLG. <br />1 1 RAILING 2nd FLR. I al" I CARPET I alr- CARPET <br />1 r <br />DEN/STUDY 6 PER LINE I o OI I o I O10 U) O <br />SPECS 60 0l I PAD OUT G.T. 2x4 #2 SYP, C <br />O_ <br />l�n <br />W i>; <br />: w/ Lu <br />9'-4" FLAT CLG. 5 Cl) <br />N <br />* <br />CARPET 4 FOYER 21_�1 ATTACH w/ (2) ROWS 10d <br />1 loll,, <br />01 NAILS @ 12" O.C., PROVIDE <br />I 1 1 <br />CONT. OVER 3 OPEN TO ABV I Q1 MIN. 2x12 #2 SYP w/ MIN. (3) Q <br />H6 BOTH TILE I I I TOE -NAILS EA. END TYP AT <br />D <br />OPENINGS 2 Up 11 i I I ANGLE WALLS. I I <br />S3 <br />CD <br />S4 J <br />o <br />GG <br />r <br />T <br />S3 <br />T-54„ <br />� J <br />- - - - - - - - - ----i S6 <br />2'_34' <br />2, 9„ <br />3' 1„ 3' 3, 6a <br />2X4 2668 Q <br />1n G.T. 35 SH `1J TYP. <br />19 <br />WALL H2 i:n <br />O <br />2668 - 26 8 OP H B <br />"3 O"UPLIFT" © ih <br />POCKETBF.M <br />4 SH <br />o <br />v <br />4 SH`" ----- <br />w LL <br />3068 SQ. <br />1668 - 0FNG--. 3068 <br />BA 2 BF. I <br />D1 <br />22-SH <br />OBS <br />¢ <br />O ` <br />cn 25 H <br />1 05 1 <br />o <br />8'-8" FLAT CLG. D 1 - <br />o <br />(A)SINK <br />c=/1 <br />m J <br />TILE oo l <br />� 3 1 4 <br />2868 1 306811 D <br />-- --- <br />F.17r. <br />2868 'v <br />S.W. <br />Q -I <br />D <br />W.H. <br />- - - - 30 <br />EDGE OF SLAB 2" 36 I S4 D1 I H2 D1 <br />S3 <br />BEYOND WALL <br />GAS STUB <br />PER SPEC <br />" 5'-4" 1'-4" 4'-4" 4'-4" 64" 64" <br />I <br />13'-1" 1 5'-7" 2'4 ' T-4" 8'-8" 12-8" <br />BUILDER TO PRO <br />ADE 1 <br />APPLIANCE PROTE <br />TION <br />WHEN REQUIRED PER <br />FBC <br />I <br />I <br />� <br />I <br />O <br />I <br />O <br />I <br />� <br />o <br />I <br />O <br />Eo <br />� <br />I <br />w <br />I <br />M <br />S6 <br />3 CAR GARAGE <br />TYP. <br />9'4" FLAT CLG. A.F.F. 1 <br />T <br />I <br />500 <br />I <br />N <br />TYP. @ K <br />�r <br />I GARAGE S4 )-\ <br />O a, <br />I <br />LINE OF 2nd FLOOR i-- - - - - - --- <br />>0< <br />f 36° x <br />O oKX <br />1= 60 <br />KX <br />;ATTIC I I <br />L IACCn9-� I <br />---- �,I G.T. I <br />O <br />I <br />Q <br />I <br />0 <br />o <br />Q> I O <br />M 00 <br />> W I <br />> <br />TYP. @ <br />o -1 - I <br />O <br />A SINGLE <br />^ w MA TYP. 1 <br />@ <br />x <br />00 <br />S3 STORY <br />S3 SINGLET <br />STORYI--------*-- <br />_ <br />24 SH I <br />24 SH <br />28'-8" <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 />EXCEPT IN WET AREAS. SPACE WET AREA <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 />H 1 <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 />OH4 <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 />OH8 <br />(2) - 1 3/4" X 7 1/4" <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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <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 />OE <br />+23.0 / -25.2 <br />�F <br />+23.0 / -28.9 <br />GO <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />184X25 <br />S.H. <br />13 <br />20X38i <br />184X374 <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 />184X714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 4 <br />S. H. <br />433 <br />27 1/4 X 38 J <br />N/A <br />S.H. <br />J 34 <br />27 4 X 50 i <br />N/A <br />S. H. <br />433 <br />N/A <br />26 x 37 1 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />27 4 X 63 <br />26 X 62 1/2 <br />S. H. <br />436 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 4 X 25 1/2 <br />S. H. <br />23 <br />37 4 X 38 � <br />36 � X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 i X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 � X 62 1 /2 <br />S.H. <br />26 <br />37 4 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 J X 25 � <br />S. H. <br />33 <br />54 X 38 J <br />52 4 X 37 4 <br />S. H. <br />34 <br />54 X 50 <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 4 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 />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 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 />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. SIN for installation detail. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <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 />1ST FLOOR <br />2ND FLOOR <br />1713 S.F. <br />1998 S.F. <br />TOTAL <br />3711 S.F. <br />GARAGE <br />606 S.F. <br />ENTRY <br />35 S.F. <br />LANAI <br />294 S.F. <br />TOTAL SQ. FT. <br />4646 S.F. <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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />1ST FLOOR PLAN Elev A-B-C- <br />SCALE: Y4'=V-0" <br />(Dtp <br />Z co <br />- o <br />Z <br />� <br />O <br />Z <br />O <br />C <br />Q) <br />4-J w <br />w <br />0 <br />D-L/) <br />~ <br />0 <br />o0 <br />CO <br />M <br />V <br />W <br />f- O <br />N <br />C)Mcco <br />2 M co <br />04 <br />- L <br />O o0 <br />ai <br />tea) <br />L LL00 <br />�Y <br />Sao <br />LO O� <br />Q a) <br />CL <br />irn Q o <br />A � <br />B D. <br />N C B D C <br />p <br />fit <br />r <br />+-F <br />CO <br />E <br />C5 <br />^_Z <br />5f M C °�.. Oi <br />' <br />c9 <br />tL O �: O <br />rn-'.c .. <br />to.-t <br />a <br />c5'LLD,.......> <br />LL ZW <br />Q <br />"fiel-l1 I I''R <br />❑❑ I -"- <br />To the best ofthe Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Buildin g <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 />Z <br />0 a <br />ZU-)fU <br />>�Mo <br />M <br />� <br />< <br />a. V) .L <br />Z <br />CI. <br /><< LEL <br />0� U a00 <br />Z <br />W <br />J <br />d- <br />oZ <br />W LLLL0 <br />uLJw z `n ti <br />V)0° <br />zQQUaQ <br />_ - w Z <br />COZ0 a W <br />W E J <br />g� <br />LO <br />0V)0Q0 <br />OvF <br />a0Z@ <br />M <br />��W <br />O <br />3J <br />Ll) <br />(V <br />fV <br />Ln <br />LLJ <br />Lu OR ¢'S <br />¢zvo <br />wo00Ce <br />Q Z <br />QO <br />OoZLL <br />"� <br />z <br />w <br />Z cy x jz <br />W <br />J <br />_J <br />> <br />J <br />g2>, 20 <br />6 <br />wWOu_za <br />>>Qoo <br />M <br />dXcnZ< <br />O <br />COO < <br />M J<z <br />.. LL_ <br />:5 <br />Z <br />r <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: WAM ES <br />VERSION NO. <br />1122 <br />JOB NO: 17-5171 <br />SHEET NO. <br />1 <br />- - <br />-- 6,lY1'1l1 IindLtL11',elrl.dl,Irl �t,tli) -I i' � i � � � � � � I I� T_ 11 Ju.4' I�JLjiujiilil <br />