6298 Bar S Bar Trl - Laserfiche WebLink

Browse Search

h O. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES I I / 24" 24" TOWEL BAR w ¢ 11-0 ON WALL ABOVE TOILET MEDICINE CABINET TOILET PAPER I HOLDER b +b s �l OBSC o i o ❑ r; O. BATH KITCHEN VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL a SHWR: SHWR. CURTAIN HEAD ROD p-- TOWEL BAR TUB OR SHV SHWR. o o- VALVES O SOAP ID DISH 10 0 M TUB BATHROOMS, SHOWERS AND TUBS v DOUBLE RODS 16" FOR LINEN SINGLE ROD 42" H UPPER CABINETS -� 36" H UPPER CABINETS 30" H UPPER CABINETS -- OVERHANGSTHAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET fr 0 36 H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 4 ip CABINETS - 10 u_ o SIN 1,-2„ 2x ?� v 80 FRAMING '& ~ 4 1!2" GYP v N r BOARD ^I^ b iV CLOSETS/LAUNDRY SHELVING vvISLAND COUNTER CABINET BLOCKING c 1'-4"X1'-4" "L" SHAPE CMU COLUMN LANAI r 0 I 8-8 FLAT CLG. A.F.F. i 9'-8" 10'-4" 5'-0" o is I I 1 i I i � TYP. @ S6 2-STORY AC PAD Cr CO HB 1 6068 SGD I 35 SH _ -- 177 ALT I AC PAD I (_---1 i `r L T _ = I ` t ► r DINING 1 TIE _- _ 8'-8" FLAT CLG. CARPET B _ In BP I J _ C I S6 M 3'-0" I � �I I o II i El l T Y El z l I U) i II GREAT RM 8'-8" FLAT CLG. CARPET TYP. @ _ - 2-STORY 10 -_ tr t___ W -= d - I I - -- 8" LA CLG. PLUMBING LINE TO SECOND FLOOR 7-1 3' "I 8'-4" 2'-4" 4'-4" 01 o LO A N I AL l I I i �' (3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT 1/2 WALL OR RAILING PER SPECS _ i o - BASE _ _ FLOOR G.T. O= - p S3 l 12668 I I I BF I I I I I 1�16 It15 I I1 1 211 I I I I I II I I I I I I III I I I I I I II I I 1 ig 171 II 15 I - 1 I 1 I I I _ - M " d, is l I I I OIpE ILE I T A _ V. FLOOR G.T. GE OF SLAB 2" WALL T-3" i (3),2x4�#2PF _ S � E BEYOND 4'-5" f _. - - SHEAR W.H. 6 4' WALL ( ! T- "LLI `v z0 � LL I_ o a v =' 0 --- i -WHEN - - BUILDER TO PROVIDE Q APPLIANCE PROTECTION S4 C REQUIRED PER FBC/� S3 zp z H%, W/ USP L t= (CENTERED) U Q WALL TO } ABOVE WLIJ " � GARAGE 8'-8" FLAT CLG. A.F.F. TA18 STRAPS EACH SIDE OF FLOOR TRUSS 16" O.C. j LLJ � LU _ U) m� Z p � - _L LLI w o F- oQLU z E io 80 - _ TILE _ - D i I o I i I ENTRY 8' 8 FLAT CLG i I AFF 1 I S6 TYP. @ 2-STORY - - oA --------------------------------1 I - Ii i TYP. @ I SINGLE - l FLOOR G.T. STORY - _ - - - - - - HB Q = - := j 8"x16" CMU COLUMN W/ 6 x12 ABO i K INTERGRATED I S4 TYP. @ WALL W/ (2) #5 I GARAGE VERTICAL E INTO I 1 1 _ -- 12"x12" CMU w/ (4) #5 VERTICAL z rn Cl) - -----.---------------- -------- 16070 OVERHEAD DOOR O 16' OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 a +29.7 / -39.7 C� +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 Q +26.6 / -33.5 0 SEE SN SHEET H� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18, S.H. 13 20X383 181X37i S.H. 14 20 X 501 181 X 50 S.H. 15 20X63 182X622 S.H. 16 20 X 72 18 1 X 71 S.H. 1 H2 27 114 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 $ 26 x 37 4 S.H. 1 H4 27 a X 50 g 26 x 50 S.H. 1 H5 27 � X 63 26 X 62 1/2 S.H. iH6 27aX72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37J4X38s 36zX37314 S.H. 24 37 'X 50 s 36 4 X 50 S.H. 25 37 J4 X 63 36 ' X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 V2 S.H. DOUBLE 2 WIDE 75" TALL 73 2' WIDE S.H. 32 54 X 26 52 21 X 251 S.H. 33 54 X 38 a 521 X 37 a S,H. 34 54 X 508 52 1 X 50 S.H. 35 54 X 63 52 ' X 62 i S.H. 36 54 X 72 52 � X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 117 (2) - 1 314" 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 RAG FLITCH PLATE Bearing Wail 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 FIRST FLOOR PLAN SCALE: %'=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood 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. R302.5.2 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 Tim) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • 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 Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated ithin a residence or o a of another dwelling unit and wt n h g 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. 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. @ 8'-8" A.F.F. I 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 FIRST LIVING SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. 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) F LAI 7 W I, o a t cr of'1m )} L d CL)'- N c cc o� Ill Fenn fe -z 0 w1v _-E c { r, UJ a°9ir".0 m ,"e6 ° 41 '�Ary fa p�a��i• �. � ."3 Y''� �Ey Y fAf q, i® To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W vE Om 8 9Q 0 Lo 10 W m N r .°� ti N O y 'V Q ej M J a LL L. W LL Lu n Z; Z �50) - Wc°n�Oc� m Z IL w O LO N z ¢ F.. N do c¢� 0 W ❑ ❑ v 2 � N z co r N z -8 4-1 M LU U 0 N �V) o MINr U I- f- = E 8 r 2:_ 6 tJ 3 a 0 m N rn z M zZ o LL' E z o tl O > Z N oco w= oa x0 O ¢ oO O K o E CD N � ao qz wo ¢ �z wW L . � � CY 0 m o zLL - C: SamQ T } > g� z 5z a �w C.3 �o r- J z 2 mi O t0 w¢ �z a iT• Z ¢ �� >= C) •o 124L0 J 0 °7 m m ICU � nW1 L Cr cL m LO O � '� 04 M CU N N L0 6 m CC14 LO 0 z E T y c a U i1a ¢ p _J JOB NO: 22-06455 SCALE : AS NOTED SHEET NO.