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GRASPABLE RAILING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 1X4;U bYN. F'.1. 1 NKU51 t3LUILA W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) 3/4" PLYWOOD DECKING USP JP3 CLIP EA. -� SYSTEM STRINGIfR TO BEAM/ FLOOR SYSTEM TYP. i Stairway construction and handrail to conform 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 3/a". 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 3iE" Nosings. The radius of the nosing shall be no greater that 9/a". Solid riser nosings shall not be less than %* but not more than 1 Ya". The greatest nosing projection shall not exceed the smallest by more than Y". Beveling of nosings shall not exceed 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 1)l2"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 1/2* gyp. bd. TYP. STAIR SECTION_ SCALE: 1/4" = V-0" �� r%II�1 F II�1 Ini �ll� l�ll!1 MASTER BATHROOM BATHROOM 2 BATHROOM I 2x8 LANDING ft 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ON 48'-8" 70, 14'-4" 25'-8" V-8" 4'-11" 9'-5" 1 V-6" V-4" 1 V-6" V-4" 01 FLOOR SYSTEM 2x12 STRINGERS UPPER STAIR SECTION O OP . HB SHAPE ''-4"X''-a" "L" 3 SH COLUMN MU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r'n DOOR LOCATIONFOR TIONAL LANAtSCREEPNED LANAI I� B KFST 9' 4"FLAT CLG. A.F.F. I o 9'4" FLAT CLG. 0 60 1 TILE 3'-4" 22'-4" I _ _ - - LO I O ( _ LINE OF 2ND FLR. 8068 1 1 FLOOR GIRDER I I I 9 _ I z 6'-8" 2'1 6'-3" " Icc z o to CL w0 E F� II I I c7 O I I I I 01 I Q= z. I CO 11 SERVING COUNTER N I -- I In 11 @ 42" VI// 34 1 /2" o I II o I I KNEEW►4LL BELOW o II ¢ I I„ I J �_ j -o' F- I F9'-4AMILY Ss FLAT CLG. CARPET TYP. @ N 2 STORY ' KITCHEN AT CLG. 11 6� TILE I 191-01, � REF. U o U)LO A _ - - 0 M 1 (2) 2X4 #2 SPF C14 /O1 5 SH. �' HDR 96" = I STUDS W/ (3)16d GG p @- - - - _ - TOENAILS @ S3 S3 - - - BASE Q D H1eS4 - `n S3 GG 2068 BF ,-0„ F LI S3 "NO UPL FT ""'" I Q 4'-104" 5, 14„ 3,_ „ X-6„ CLG. S4 H2 _ ih 5'-10" '[713'-10" 4" V 0 --- - °' DINING ---- 2868 C LO 9'-4" FLAT CLG. - - - - - U _ `') CARPET -5 SH.- _ GG XOP 0 N OP ----- S3 B *- w o) LID 11 9' LAT CLG. `n S3 ¢ ---- 10 ILE p2 BEDROOM 5 J - Q X - - - - -g 9'4' FLAT CLG. S6 � _ - - - _ W/ (3) 2x4 #1 SYP CARPET in Q g STUDS TOP & "' - - _ _ /SHOWER BOTTOM 8'-0" 2 STORY N v T.O.M. iv 6 6068 BF 5 -0„ 2,_6„ (3) 2X4 #2 SPF 4 D2 I 2 p A/C PAD C PAD STUDS w/ (3) 16d N io H2 TOENAILS @ BASE A 3 cn o 2 2868 R/SH LIVING ROOM UPS.W. 9'-4" F T CLG. 5 Q EDGE OF SLAB " D2 NOTE: FINISHED WALLS CAR ET S4 35 BEYOND WALL p1 W.H. TO BE FLUSH. FIELD 3'-6" 3'-1 ' 3'-54" 5,-4„ 10'-6a' VERIFY. ---, °O 136" x 27�AZT IC I co z co BUILDER TO PROVIDE 34 Z FOYER APPLIANCE PROTECTION I ACCESS- % J D1 o OPEN TO ABV WHEN REQUIRED PER FBC I`'----� 0 TILE LL 3068 w/ TRANSOM D (2) 25 SH ' s3 3 CAR GARAGE EE ELEV. O I 1 8'-0" FLAT CLG. A.F.F. i � I 1 co 1 I 'P co 3'-4" 12'-0" I 4'-8" 4 r N �10 T- - - - - - - - - - ~---------------- --� r---------------I 30 34 I I IDOI v D1 D1 I A I Doa Doa q 0 I I S3 1' 6'-2" I 60 H I I TYP @ WOOD BEAM SEE DETAIL FOR MORE K K I SINGLE ao Bo I I I STORY INFO. TOP OF BEAM 12'-8" VERIFY W/ I S4 / I I S4 ELEV. I TYP.@----------� I I I TYP.@ GARAGE GARAGE HB 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR o W 12'-6" 7'-6" 1'-4" 16'-0" 2'-0" 8'-0" 10 20'-0" 28'-8" 48'-8" REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'1 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 H1 (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 OH7 (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" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 O +23.0 / -28.9 GC� SEE SN SHEET HO 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 20 X 26 18 J X 25 J S.H. 13 20X38J 18JX37J S.H. 14 20X50J 18JX50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 JX 71 J S.H. J 32 27 1/4 X 26 26 X 25 J S.H. } 33 27 1/4 X 38 J N/A S.H. J 34 27 J X 50 J N/A S.H. J 33 N/A 26 x 37 S.H. } 34 N/A 26 x 50 S.H. J 35 27 } X 63 26 X 62 112 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 251 /2 S.H. 23 37 � X 38 � 36 � X 37 3/4 S.H. 24 37 � X 50 1 36 � X 50 S.H. 25 37 � X 63 36 � X 621 /2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 52 J X 37 J S.H. 34 54 X 50 52 J X 50 S.H. 35 54 X 63 52 JX 62 J S.H. 36 54 X 72 52 } X 71 I S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.5 Dwelling/Garage OpeninglPenetration Prabec don. • 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 -dosing 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. R3122.1 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 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. SNII 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 2ND FLOOR 1512 S.F. 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 1ST FLOOR PLAN A B SCALE: W=1'4' LID 0 Z Z Q J v, Z 0 to w 0 Eg U On a� M LU Fa C N M N .90 = u- R., C � Q 0 LO o A ' N C B D C �4NIN N N �• _ V}• • • • e�i"t C N � �. 4 J °'•Fr `� "bo To the best of the Engineer's knowledge, 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 N Q � M O M Q '�M In .L W ON Q 4) - Ln a LL ,� a M MOO E� z �° � W J '�fi 0 ,7r� Wa 1 � � !i VVVE aw: 25 BaU r 0: z yy.z K J 389 $ o 9N M O � In iV _ Ln U_ .. � w 0�3 Q = ��o -0 a Z Q Z tuoo r z� zIt8rzz L LU J Do o I..;LU � 0"Z aS 0 Zd oa' Lu Z o MU- LL LUg z .. .. 41 a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. l5m25_ JOB NO: 17-4136 SHEET NO. 1