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RAILING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2' TAPCONS @ Stairwayc8ftifMif aThIlTidra9l feWnform to the FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7-Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 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 Nosings. The radius of the nosing shall be no greater that Vle. Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall 2". Beveling of nosings shall not exceed not exceed the smallest by more than Y Y2" 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 compliancewith 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 Y2" gyp. bd. TYP. STAIR SECTION SCALE: 1/4" V-13" MIRROR C� 1=31 C:m ED MASTER BATHROOM BATHROOM 2 42" KNEE WALL WITH 42" KNEE WALL WITH 1x8 CAP & CASING (AT 1x8 CAP & CASING (AT .1-2nd FLOOR ONLY) 2nd. FLOOR ONLY) 3/4" PLYWOOD DECKING USP P 11133 CLIP EA. STRINGER TO BEAM] FLOOR SYSTEM FLOOR FLOOR $YSTEM TYP. L§��STEM 2x8 LANDING 2x12 STRINGERS OOR STE L SY 1rNG 12 S R FIN G EMR UPPER STAIR SECTION BATHROOM 3 14'-4" OF!T,. HB I ui B:RKFST 1 9'4" FLAT CLG. I TILE 1 4- LINE OF 2ND FLR. I FLOOR GIRDER I 16-13" 6 1, 2'-4 '-3" 5; 0 LLI 0 F o� t7U) 0 (b 0 CD 0 Z M Z U) 2 3" 1 L. _J CT I CN KITCHEN 9'-4" FLAT CLG. TILE LO REF* r., 5 SH. I T HDR @ 96" rD H 1 Q S4 A 7 Z :5 25'-8" 8'-8- DOOR LOCATION FOR OPTIONAL I LANAI SCREENED LANAI 00 9'4" FLAT CLG. A.F.F. 8 ;o u') T-4" 10 22-4- Fd; I 1 8068 1 J 17 I LU Cf) C3 1 cr I 12 I I I -SERVING COUNTER @ 42" Vy/ 34 1/2" KNEEW14NLL BELOW I ce) 1 I I -6" Id. o) T-6" 0 4 4. @) __0 FAMILY 9'-4" FLAT CLG. CARPET (2) 2x4 #2 SPF 0 M - F ____ _� STUDS W/ (3) 16d TOENAILS @ BASE �3 I : 2068 BF '-0" FLAT NO UPIL FT "' CLG. 4--1 C144" 5'-134 T- T B) 1 1-1 1 1 T _F I I "NO UPIL FT -134� T- DINING U) 0 9'-4" FLAT CLG. �1� M CARPET TYP. @ 2STORY 4" VO) U) LO I - 5SH. - - - - - - (GG �3 GG - - - - - - - 9 10 < 1. 60 QX -- - - - - - LO T -J I E 7 4 & (3) 2x4 #2 SPF STUDS w/ (3) 16d C14 TOENAILS @ BASE cA LIVING ROOM UP 5 9'-4" FUX CLG. D2 CARPET & T-6- 1 LU 00 FOYER r34 cc OPEN TO ABV C) TILE& 3068 w/ TRANSOM (2) 25 SH &00 17 1 -1 12-4- co L& 4'-8" 01 - - - - - - - - - - 30 A D1 6'-2" WOOD BEAM SEE DETAIL FOR MORE 00 INFO. TOP OF BEAM 12'-8"VERIFY W/ ELEV. T Q 34 5'-1 Q 51-1 - 1"GG 13'-10" 79' -4-"T CLG. �ILE (7 T CLG- ILE BEDROOM 5 9'-4" FLAT CLG. W/ (3) 2x4 #1 SYP CARPET STUDS TOP & SHOWER BOTTOM T-0 AFF 6068 BF D S3 D S3 U) T_ LO 04 U) (n Lu N 1'-4"X1'-4" 'T" SHAPE CMU COLUMN �S6 TYP. @ 2STORY 0 8'-0" -I- T.O.M. 2-6" S.W. CWH. EDG Q E OF SLAB 2-2/// "��NOTE: FINISHED WALLS S49 35 BEYOND WALL 1; TO BE FLUSH. FIELD D T-Q4" 10'-641" VERIFY. T-4- 01 --------- a x BUILDER TO PROVIDE APPLIANCE PROTECTION I - J WHEN REQUIRED PER FBC 3 CAR GARAGE 8'-0" FLAT CLG. A.F.F. 0 d 4, - - - - - - - - - - - - - - - - F= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �A 60 TYP. @ 14* K SINGLE I S4 STORY TYP. @ - - TYP. @ I GAR�AG E GARAGE HB 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR I 1 48'-8" 00 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 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2' FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2' Follow Q/S4. See Plan for R.A.G. Bearing Wall Call Out When FLITCH PLATE Straps are Required - VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS __J OPENING PRESSURES ENCLOSED - EXPOSURE "C" (A +25.6 / -27.8 \1 +25.6 / -34.3 +24.5 / -26.7 +24.5 / -31.9 +23.0 / -25.2 1 li��l +23.0 / -28.9 SEE SN SHEET SEE SN SHEET SEE SN SHEET H SEE SN SHEET O�N 6N NOTE: WIND SPEED INDICATED ABOVE I �T A E E�� n , 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 20 X 26 18JX251 S.H. 13 20 X 38 J 18JX371 S.H. 14 20X501 18JX50 S.H. 15 20 X 63 18JX62i S.H. 16 20 X 72 18 J X 71 J S.H. 432 27 1/4 X 26 26X25J S.H. J 33 27 1/4 X 38 N/A S.H. - J 34 27JX50i N/A S.H. 433 N/A 26 x 371 S.H. - 434 N/A 26 x 50 S.H. 435 274X63 26 X 62 1/2 S.H. 436 27JX72 26 X 71 1/2 S.H. 22 37JX26 364X25 1/2 &H. 23 37JX38i 36 J X 37 3/4 S.H. 24 37JX50i 364X 50 S.H. 25 37JX63 36 J X 62 1/2 S.H. 26 37JX72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 734YVIDE S.H. 32 54 X 26 52JX254 S.H. 33 54 X38J 524X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 I- 79 X 59 N/A S.H. 1 General notes R302.5 Dwelling/Garage Open i ng/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 13/8" in thickness, solid or honeycomb -core steel doors not less than 13/8" thick, or 20-minute fire -rated doors, equipped with self -closing 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 R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: a From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. e From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. e 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 located.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. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND 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 1 ST FLOOR 1512 S.F. 2ND FLOOR 1615 S.F. TOTAL 3127 S.F. GARAGE 611 S.F. LANAI 181 S.F. ENTRY F. 38S. 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-1 1 /R-1 3 KRAFT FAC-ED 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 KRAFTFACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 1 ST FLOOR PLAN A B SCALE: Y4"=V-0" U') Z Cl) Z CID Z < __J Z V) (D Q) 4-J U_J (10 0 U U.J 0 Z:) E 0 (n 0 Cn V) .20 Co Cn U-1 E 8 M C MM 2 '0 cl, C14 0 0 g 2 C, :S u- co _00 0 0 I < 0 0) (0 C. 0 U-) 0 V CL C% < o A 8D. C141 *It Colo 8 Z ME _J Cl) 4W 44' Re, UJ W R; Z 'o < 9,Z W U0 Z 04 LU 'NQ)OFE eo 92.& WIII RM%111 To the best of the Engineer's knowledge, informat on, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building aode 5th Edition (2014) Residential. Engineer's signature nd seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) C:) Z (114 0 141 4-J CD Ul) C:) > p N V) M Ln -0 w - 0 U_ 0� U CL 00 < Z E W Z UJI C) F_ _J 0 1�0 0 W OE Z LU UZI U_ Z a. in 0 CZ) >_ Z < 0 or- Z 0 a. w Z >- < Z Z nc Z � � Lzu � -.1 U 0 =) 31 U 040 C�o UFOUJ C'4 Is C) OZO U.1 Z U-11 C) Ln (114 Lr) 0 - 0 < LU -,, 0 W;� 0 < < Z < Z U00 Op 0-- Zzi; 2� 2 Lu Z Z z & 0 !-z - Z J uJ a 0 =, 0 0 W U-1 �� g - <6 X I > _J ui i,- n > g 0 0. U0 W r ul 0 u- Z < :Z F-5 M r*4 0 �C 0 Fy� LL 0 'n Z C>- 't 0 CD V_ 0 2 Z _J LU fy) -J Z LJL UJ > 0 Z +-, Cn Z M SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-1426 SHEET NO. L u, 43