6052 Paden Wheel St - Laserfiche WebLink

Browse Search

to conform to section R311.7 Riser height: The maximum riser height shall be 7 3/". The greatest riser height within any flight of stairs shall not exceed the smallest by more than s". 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 9/6". Solid riser nosings shall not be less than 1/4" but not more than 1 Ya". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) STAIR CALCUTIONS: TOTAL RISE = 10'-8 3/4" (17) RISERS AT 7 9/16" 10" TREADS w/ 3/4" NOSING 2x8'S AT 12" LANDING BLKG. FOR-/ SOLID NAILING 1x (TYP.) I (3) 2x12 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END, LOWER STAIR SECTION treads or flight with four or more risers. Handrail height, measured vertically 36" H. CONT. from the sloped plane adjoining the tread nosing, or finish surface of ramp GRASPABLE slope, shall be not less than 34" and not more than 38". Handrails adjacent to a RAILING wall shall have a space of not less than 1 Y2"between the wall and the handrails. 1x8 CAP & Grip -size. CASING r 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 1x TREAD L compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. (TYP.) Guards. 2x12 Guards shall be located along open -sided walking surfaces, including stairs, STRINGERS 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. H DR. 4ING Winders. 2x8 BEYOND Winder treads shall have a minimum tread depth of 6" at the narrow end and GYP. AS PEI shall have a minimum tread depth of 10" at the intersections with the walkline" 12" from the narrower side). FBC R302.7 STOR. R302.7 Under -Stair Protection. UNDER Enclosed accessible space under a stairway shall be protected with%" gyp. bd. C9 STAIRS in 2xFRAMED WALL RAILING PER SPECS 3/4" PLYWOOD DECKING -I UPPER STAIR SECTION FLOOR SYSTEM USP MP3 CLIP EA. STRINGER TO BEAM/FLR. SYS. TYP. tr. TYP. STAIR SECTION SCALE: 1/4" = V-0" i` r BI KITCHEN ISLAND KITCHEN REF. AND RANGE KITCHEN SINK V-4" 10'-0" V-4" 1 V-4" d------------------- -------------------------------- ------------------- DOOR LOCATION I I FOR OPTIONAL AC PAD SCREENED LANAI- LANAI � , , I I I 9'-4" FLAT CLG. A.F.F. I \ 4 eo I I \ 0? F, "' I 8'-2" T-6" 1 T-2" J T-2" 6'4" I 1 - - _ _ _ - AC PAD i i O U (A) O CENTERLINE O I S6 SINK AT I I I I 8068 SGD 33 5H 8068 SGD WINDOW 23 SH HB V-6„ L-----� D.W. I SINK w/ DISP I iD H I 4' j 6,�„ 9'-0 „ 34'-71 1 BRKFST � mw M UJo u)(0 FAMILY N TILE - ---- --- T ISLAND N < = lO <Lu 9'-4" FLAT CLG. PROVIDE I - L---------- 18"x72" BASE I 6'-3" I d r CARPET PLATFORM FOR `" I S6 F HVAC UNIT 28" I TYP HIGH VERIFY =,r SIZE WITH MFGR. � KITCHEN OPT. 28'-34„ 3'-4" 10'-41 9'-4" FLAT CLG. 5'-42, REF. R, 7 ,X o 00 N "t TILE 5068 06 I<v 12X (1 112" RETURN ON EA. i SIDE OF CLOSET ARCHED OPENING 2668 IMF CO Q NET - PLUMB. STACK 7'-1" TO T-9" Q L CLG. 0) S4 = M M � GG STOR. Q AHU c�xo 'NO UPLIFT' 5 SH. BF. LO D S3 UNDER H3 S4 O N _ S3 STAIRS _NOUPLIFT" p M PLUMB GG 3079ARCH - - -- r- - - ----- - STACK N S3 H2 OPNG. S3 15'-1" t 3'-6" I 12-4'46 II 6'-114" N ih g .12' 8„ 11'-114 4-0 I I CIEIL� II FLAT I CEILING pj 10 111 121 13 1 16, 171 I I I --1----- -, I I I 1 8 ZI (LIVING ROOM '11211 DINING 7 I zl I 9-4' FLAT CLG. 1 Ei& 9'-4" FLAT CLG. m � RAILING WI I CARPET I WIr; CARPET 2nd FLR, i OW O r PER - OI I o I O10 = DEN/STUDY 6 1 SPECS LINE 60 of I o PAD OUT G.T. w/ 2x4 #2 SYP, O cn 9' 4" FLAT CLG. 5 I w wI;- LO 1 ATTACH 10d I M N 4 FOYER I =1 -' w/ (2) ROWS =I _1 CARPET I OI 1 NAILS @ 12" O.C., PROVIDE I UI =) Q CONT. OVER OPEN TO ABV I Q I MIN. 2xl2 #2 SYP w/ MIN. (3) 1 1 3 H6 BOTH TILE I I I TOE -NAILS EA. END TYP AT I I D OPENINGS 2 Up I i I I ANGLE WALLS. I i �l S3 Q 1 `_'9 i GG S4 S3 4„ 2 34 3,_6„ S6 2, 9„ 3, 1„ 3, L. 01, G.T. TYP. N WALL 2668 Q in 35 SH H2 S4 "' 1 C HB 2668 26 8 T. UPLIFT" C �; BF' O POCKET 4 SH 3'-3" N o DOOR 4 SH"- 3068 SQ. 22-SH u- � Q 3068 4 BA 1668MJ BF. OPNG I cn D1 25 1H O I OBS o cm 8'-8" FLAT CLG. D I o O c_n m Jco TILE eo 3 1 Cl) �2868 4--- SINK 306 D --- F' 2868 W.H. D S.W. 36 H2 Q --- 30 D1 S3 EDGE OF SLAB 2" D1 1 BEYOND WALL GAS STUB " 5'-4" 1'-4" 4'-4" 4'4" 64" 64" PER SPEC IOf A 5'-7" 2'- 7 4' 8'-8" 12'-8" 01 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC l I I p I p I � Q o I zo H � I W > M S6 3 CAR GARAGEX TYP. 9'-4" FLAT CLG. A.F.F. 1 T 00 c014 I I N j TYP. @ K �r I GARAGE S4 ~ LINE OF 2nd FLOOR L__ - - - - - - - - - r6 x _--1 i------------- a I p o 1- oo A TTIC LCCE$ � G.T. O - - T-- - I � 00 I W o 1: ¢w I (F) 00 TYP. @ o LU J 11I I O A SINGLE ^ W t,,A TYP. I X Oo S3 STORY S3 SINGLE © STORY I_------__ 24 SH 5-2" I. 14'-2" 24 SH 28'-8" 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 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 OH4 (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 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 OH8 (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" +25.6 / -27.8 © +25.6 / -34.3 O +24.5 / -26.7 © +24.5 / -31.9 0 +23.0 / -25.2 �F +23.0 / -28.9 GO SEE SN SHEET HO SEE SN SHEET '� 40 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 2 X 25 2 S.H. 13 20X388 182X374 S.H. 14 20 X 50 a 18 2 X 50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20 X 72 18 2 X 714 S.H. 2 82 27 1/4 X 26 26 X 25 2 S.H. 2 33 27 1/4 X 38 a N/A S.H. 2 34 27 4 X 50 s N/A S.H. 2 33 N/A 26 x 37 S.H. 2 34 N/A 26 x 50 S.H. 235 274X63 26X621/2 S.H. 236 271X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 a 36 2 X 37 3/4 S.H. 24 37 4 X 50 a 36 2 X 50 S. H. 25 37 4 X 63 36 2 X 62 1/2 S. H. 26 37 4 X 72 36 2 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 e 52 4 X 37 4 S.H. 34 54 X 50 s 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 -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 R302.11, 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 112" 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. 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. 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. FRAME10 2-55551 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 1713 S.F. 1998 S.F. TOTAL 3711 S.F. GARAGE 606 S.F. ENTRY 35 S.F. LANAI 294 S.F. TOTAL SQ. FT. 4646 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 Elev A-B-C SCALE: X"=V-0" a CO �, zM - o Q J !� Z LQ V) (D Q) n c (D(113 w U - OLLl � m F_ E N oN �V) U ri W r -8 � M C M M mat+' Oo0 _ 6 U4) "Go Nao Y <Crn u7 O oQo A B D. N C B D C XIC/11 CD co �Z man�'�C�''q�•Zgr LUUI:..: Z .a UM pq • ;..t.� 4u r To the best of the Engineer's knowledge, information, and belief, the structural plans and spec cations 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. CD Z N n 0 � r>-rMO M Q 0Ln Q Ln C L.L �0-aCO Q E Z M I- J� W z OZ 02 W WmaW2& Ul--gNoO r 0 U o- Z Z <UXQ iXzw-Z g 0U) oaD UC5 �..I U=O=wN ~aa..OZLU O� M ul O 3 ,-I h Ln N Ln �o< � Q / ao Z V I-ym'\ a � O c�Yo Z Q z a' PoZ z (,f 0 Z j J J aaoQ80 aS g�4 (fi °Jw�u-Z¢ O`r' 12aoza OJ¢�Q� z C)M � LL > O g 0 Z SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. 1