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-- I 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) 3/4" PLYWOOD DECKING - FLOOR SYSTEM STAIR CALCUTIONS: TOTAL RISE = 10'-8 3/4" (18) RISERS AT 7 1/8" 10" TREADS w/ 1" NOSfNG GRASPABLE RAILING USP M133 CLIP EA. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) STRINGER TO BEAM/ USP MP3 CLI EA. FLOOR SYSTEM TYP. FLOOR STRINGER T BEAM/ SYSTEM FLOOR SYS EM TYP. 2x12 2x8 LANDING STRINGERS 2x8'S AT 12" O.C. AT LANDING UPPER STAIR SECTION 100 lx RISERS (TYP.) 1x8 CAP & \ CASING in 2x4 FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 10 O.C. HIVV S r Stairway construction and handrail to conform to the FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than V8". Nosings. The radius of the nosing shall be no greater that 9/6'. Solid riser nosings shall not be less than '/," but not more than 1Y4". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed YF Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1Y2"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with ''/2" gyp. bd. ROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = V-0" MASTER BATHROOM i TOWEL jl BAR BATHROOM 2 MIRROR / N cM MIRROR TOWEL1- \ BAR i ; T _ I, F o t - to BATHROOM 3 V-4„XV-4„ „L„ SHAPE CMU COLUMN -------------------- --------------- ----- LOCATION _ V_LDOOR I FOR OPTIONAL LANAI SCREENED LANAI D 9'-4" FLAT CLG. A.F.F. oc oo / I oo 10 1 I 274" T-4" a J S6 TYP. @ 2 STORY OPT.�.HB OD I I I BRKF T Y w I 9'-4" FLAT CL . I TILE I II O I I 8068 Alt- LINE OF 2ND FLR. _ D S3 OLO u A N u, d 8'-0"Ad ~ iv T.O. M. 2'-6" A/C PA A/C P NOTE: FINISHED WALLS TO BE FLUSH. FIELD VERIFY. 136''x 2.2--ATTIC1 j _ACCESSl FAMILY 9'4" FLAT CLG. CARPET 19'-0" GG I z I I CDf c7 0) 0 FLOOR GIRDER IN r- 6-3"2'-4" 6'-8" I ( I I I I I w0 SERVING COYNTER I I[E] Y Z O _ I jO @ 42" W/ 34 1 2" I I Z KNEEWALL BLOW I I I I IF I `' I I g I II KITCHEN I ' I I I 9'-4" FLAT CLG. ��0� I TILE C1,4 I " L. = T-6" rn @J fn N T-6" (0 REF. = rn 1 0 (2) 2x4 #2 SPF _ _ _ _ _ STUDS W/ (3) 16d I Cl)� 5 SH. TOENAILS @ _ _ - - - HDR _96" BASE - - Q H1 D LI 0" FLAT 2068 BF S4 SC' S3 Q I NO PLIFT H2 S4 i CLG. 3, 6, 3, 0,. 5'-14" 4'-10-4" 5'-10" L. ih = to 4„ - ra `8 �--_-_-_ DINING = ° - - W 5 SH. CARPET co GG ----- 3 S3 9'-4" FLAT LG. 11 BEDROOM 6 D2 TIL 80 ,� ---- S3 9'-4" FLAT CLG. CARPET W/ (3) 2x4 #1 SYP 9 N .'-` STUDS TOP & 8 y,�n BOTTOM TUB/SHOWE _ _ _ _ _J- ° TILE 7'-0" AFF A 7 __ _J q Q N 6068 BF 6 5 5 2 I D2 4 (3) 2x4 #2 SP H2 io iv STUDS w/ (3) 16 i� 3 ih TOENAILS @ BAS R/SH 286E EDGE OF SLAB 2" BEYOND WALL 35 ES4 10'-64' 01 64" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 3 CAR GARAGE ED 8'-0" FLAT CLG. A.F.F. N I fV _ IO O an rr -------------- -� - ----------------~---------- \ Q / S3 I IIr I TYP. @ SINGLE I K I I K I STORY I S4 I I I I I S4 I TYP.@ TYP.@ HB GARAGE GARAGE 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR I W q4- O 1 I I 1 V-4" L 8'-0" 28'-8" 48'-8" 2 W UP ; LIVING ROOM 9'-4" FLAT CLG. I CAF 1PI -10" 3'-6" `° FOYER OPEN TO ABV o D1 ©TILE � 3068 w/ TRANSOM I (2) 25 SH SEE ELEV I I O I o0 I I v I 4'-8" L 1 12'4" 11 30 34 D1 D1 WOOD BEAM SEE DETAIL FOR MORE INFO. TOP OF BEAM 12'-8" VERIFY W/ ELEV. i J S6 TYP. @ 2 STORY 60 rM u7 REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS e(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 O(2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" ,q0 +25.6 / -27.8 W +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 �E +23.0 / -25.2 OF +23.0 / -28.9 GO SEE SN SHEET , SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25 S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 432 27 1/4 X 26 26 X 25 } S.H. 433 27 1/4 X 38 N/A S.H. 434 27 4 X 50 i N/A S.H. J 33 N/A 26 x 371 S.H. 34 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. 36 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 � X 38 � 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 � X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self-closinq device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence r th r w l' ec o to another dwelling Iln unit and shall 9 be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 1512 S.F. 2ND FLOOR 1615 S.F. TOTAL 3127 S.F. GARAGE 611 S.F. LANAI 181 S.F. ENTRY 38 S.F. TOTAL SQ. FT. 3957 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 1ST FLOOR PLAN A B SCALE: Y4"=V-0" CD V Z co o _ C) Z cO Z Q J a zCz Q) - cn 4_J w Q O w ~ I'r Vi o 0 U o w ~_ NM cccc`oo 2 C N NORM"' $ y, y ht ?" = N O o O LL Co r~4) S ao Q rn Lo O �i Q 6 A ' N-C,B D C N 13 V10 11P OfZC® M*D 1- � Q J LLQ �i ar EcD IL W rW N 1. <<f, 43. ct To the best of the Engineer's knbeeledg� Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 01 4_J O r�•-i M O -- zM "aIn Q a. (n C: '1� Q L U_ a• F-... 01- U Q 00 z�� J� W z WZ�0O Ln ui Z aw cc ��zza ° zr or- QUE S�ELU Z 2gui � v a LO = O ` w N ~a50zOO �'sJ CD tli N - U 06 - Q J LU 0 Ly o!z YC) Q Q z o U Z1-2 W z//�� CL Q zda0�zz LU ~ � - J �./ F- ggLL >oa V� WOILZQ < 20: N 0 �azLLo a 0 ,--� O �0.1WW J Y Q¢�� C)M _J u_ Z LL > 0 :5 cn Z J 0- � SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. 1