6557 Silverado Ranch Blvd - Laserfiche WebLink

Browse Search

- I r I [TAIR CALCUTIONS: OT OTAL RISE = 19-8 3/4" 11 ) 8) RISERS AT 7 1/8" 0 0 1 " TREADS w/ 1" NOSING GRASPABLE RAILING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 011 1 2x8'S AT 12" ZZ z O,C. AT .100 LANDING lxRISERS (TYP.) x8 CAP C ASING (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. liz! FRAMED -WALL 42" KNEE WALL WITH 42"KNEEWALLWITH 1x8 CAP & CASING (AT 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) /_2nd. FLOOR ONLY) 3/4"PLYWOOD DECKING USP IP3 CLIP EA. -FLOOR SYSTEM STRINGER TO BEAM/ I PFLOOR S �Y_ FLOOR SYSTEM TYP. L : �TE M 2x8 LAND14NG '12 2x1 S ST li� TRINGERS UPPER STAIR SECTION 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 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 X6". Solid riser nosings shall not be less than %" but not more than 1 Y4". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed 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 1 Y2"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 NY'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 walkine ( 12"from the nammwsde). 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-0" MIRROR MASTER BATHROOM BATHROOM 2 TOWEL I IFE-0107 !Mn! r 1 164, 11 PAV I BATHROOM 3 Ask & OP�. HB Lu B:RKFST 9' 4" FLAT CLG. TILE LINE OF 2ND FLR. FLOOR GIRDER =1C,1 16-8- j, 2-4- 6'-3- a Fo t d, 1 UJ 0 0 0 z 7� y El < M: z L L (D In 2t3' I rITCHEN I V-4" FLAT CLG. TILE ,&Ib L? 3� U) REF. 0 z ---- ---------------- :3 11 -------------------- ---------------- --------------------- DOOR LOCATION LANAI FOR OPTIONAL SCREENED LANAI 00 9'-4" FLAT CLG. A.F.F. ;o X-4" -U') 22-4- I Fg:== ---------- ap- UJ rL= CD SERVI�G COUNTEF @ 42" Vyl 34 1/2" KNEEWALL BELOW -0. LS" 1. -15" T-13" 5 SH. HDR @ 96" 120W68BIF 4'-O"FLAT "NO UPL FT CLG . CLG. 4--1 04- 5'-11" (0 3: DINING LO 9'4' FLAT CLG. -- - - - - - CARPET 5 SH. rGG �3 - - - - - - CD 10 00 9 L? 4 TYP. @ I E < T 2STORY Oil (3) 2x4 #2 SPF STUDS wt (3) 16d CN TOENAILS @ BASE LIVIINJU rNUUIVI Up / �5 9'-4" FU,T CLG. i kR1 �ET \, �ud 3'-6- ED UJ OP &D FOYER 34 D 00�: UltN 10 ABV TILE 3068 w/ I (2) 25 SH TRANSOM EE ELEV. OP 12'-0" &D 1 Lo 4'-8 AV- 01 - - - - - - - - - - r30_� A r3-4-), \,D1 �) _T_ 7D1 WOOD BEAM SEE DETAIL FOR MORE INFO. TOP OF BEAM 12*-8"VERIFY W/ ELEV. FAMILY 9'4" FLAT CLG. CARPET (2) 2x4 #2 SPF STUDS W/ (3) 16d GG (ED TOENAILS @ S3 S3 BASE 13'-10" �J 9'-4 LAT CLG. �ILE BEDROOM 5 W (3) 2� 9'-4" FLAT CLG. U 9 CARPET 2x4 #1 SYP SIUDSTOP& T SHOWER LBOTTOM 7'-0" AFF -M 6068 BF r1l EDGE OF SLAB 2-2/11 BEYOND WALL -4- 10'-61- BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC D S :3� 3 CAR GARAGE 8'-0" FLAT CLG. A.F.F. 1'-4"Xl '4' "L" SHAPE CMU COLUMN TYP. @ 2 STORY LO clj(�) 04 Lu 0 1-- 8'-0" T.O.M. C PAD `-NOTE: FINISHED WALLS TO BE FLUSH. FIELD VERIFY. x '-A IC ACCESS _- - _J d ------------------- ---------------- A d 00 I� TYP. @ K-K K SINGLE S4 STORY TYP @ Typ TYP. @ GARAGE V GARAGE HB 16 X 7 OVERHEAD DOOR 8X 8 X 7 OVERHEAD DOOR 7-0" L V-0. LV-4" ;0 4) REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-O"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) - 2X1 2 #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 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (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. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W1 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 +24.5 / -26.7 +24.5/-31.9 + 23.10 / -25.2 +23.0 / -28.9 J ;SjEE S N SHEET Kl� SEE SN SHEET 140MPH 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 18JX25i S.H. 13 20 X 38 J 18 JX 37 J S.H. 14 20X50J 18JX50 S.H. 15 20 X 63 18 JX 62 J S.H. 16 20 X 72 18JX 71 J S.H. J32 27 1/4 X 26 26 X 25 J S.H. J 33 27 1/4 X 38 J N/A S.H. J 34 27 J X 50 J N/A S.H. J33 N/A 26 x 37 1 S.H. J 34 N/A 26 x 50 S.H. J35 27JX63 26 X 62 112 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 JX 71 1/2 S.H. DOUBLE2 WIDE 75"TALL 73JWIDE S.H. 32 54 X 26 52 JX 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 JX 62 J S.H. 36 54 X 72 52JX71 J 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 Protectim. a 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 Separadon. 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 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 Swilming 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. M1 507.2 Recirculadon 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 spaoe or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN11 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. WALLLEGEND 1�=! 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 IIST 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-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 1 ST FLOOR PLAN A B SCALE: W=V-0" 0 too -8 z(09 z E3 z V) (D Q) U-:) +_J LU 0 LU Lh 0:f E (A C) C14 LU E X"D M 12 LL 0) .2 rz. 0 < _! 0 A ED. N C B,D,C '0 cc) iJi. LLJ gr -iii z OL - AT LL 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. Z r-4 0(l) N 14 V) :3 to z M Ln W to < L_ LL z C�) z z M Lu C) W _J CD z LU z 2 am UJ (n 08 z or- z 8 X z P z z _J P ur) 48 '.08 N fy) Ln C**4 Ln 0 015 �0_ 0 z -0 Z 41. or-9, 12 Z LU uhn 55� F_; 0 z V,_ r44 0 oz� 0 M 0 F- z CD _J M .. LL LU > Z .6-0 :5 cn z 0- 41- SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-4135 SHEET NO.