6829-6857 Ripple Pond Lp - Laserfiche WebLink

Browse Search

4" T-3" T-3" 6'-10" _ I 6f T'1,-T' L T-T' 3� KITCHEN - Z( K 1 EXTERIOR UNITS i I WASHER DRYER (OPTIONAL) (OPTIONAL) L L LAUNDRY ------ 1 1- 1 32„ 3'-2„ 3,_O„ TEMP BIPASS SHOWER ENCLOSURE ON CURB EXTERIOR HOMES SHOWER OPTION BATH 2 REINFORCE WALL @ 36- A F.F. FOR POSSIBLE GRAB BAR PER KITCHEN SHOWER 'y ADA RED. REINFORCE WALL @ 17 TO 19" A,FF FOR POSSIBLE E H BENCH SEAT SEAT PER ADA RED. 2x6 BACKING y MB2 ADA REQUIREMENTS - BATH 2 o� �o 0 N v (V 3 P-1 ■ EGRESS OWNER'S SUITE 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY 12'-11 T-O" No 2868 1. BATH 9'-4" FLAT CLG. TILE as 0 ON ■ --------- ■ ■ I I L NAI ■ 9'-4" CLG. AFF CONCRETE i I 2'-0" 8080 .G.D. CV 2868 5'-111" 2868 Lo I I o WIC I " 4' FLAT CLG CARPET 3'-6" 2'-54„ I LI ING ROOM 9'4" LAT CLG. r�ARPET 1 ■ W N " ■ A S3 TIL L N I - - LL7' A.F.F. R&S 3"j ' t 3'-6" %5-SH FOYER 306 ` i - - - - - 9'-4" FLAT CLG. © T - - ON! TILE . ,41. F REF 2068 BF TILE CRBTE K 1 50 w Z KITCHEN 9'-4" FLAT CLG. STUDS 42" HIGH I TILE 12" O.0 I KNEEWALL D S3 SINK w/ G I o DISPOSAL 1 l r---J S3 11 17 I D/W I - --- - _0 L__-J i,iriiiriiii LiiiiiL04" I H4 N ILE/SH ER 0 07'A.F 2'-8j" 6,_0„ 4,_0„ CRYLI BATH 2 2868 $0 4 O DINING 9'-4' FLAT CLG. CARPET O 9'-114' G D ES3 S3 ■ 9'-4" FLAT CLG. ci 1 (3) 2x4 #2 SPF w! S20B ` TILE 3068 w/ 3/4" ANCHOR B DLT & BUILDER TO PROVIDE H APPLIANCE go PROTECTION WHEN REQUIRED u PER FBC T-04" _ _ _ _ 4,_0" ATTIC 1 L_AC'CE-sS_j 10 1-CAR GARAGE 9'-4" FLAT CLG. AFF CONCRETE j. EDGE OF SLAB 2 / BEYOND WALL ---- I I - I I I I I I I I I I I I 1 K Id I S4 I I I I I I i ■ 8070 GARAGED OR O71 1'-10" 8'-0" 11'-0" ■ (10) 16d NAILS ■ II - M 7 FLEX ROOM �u) Cis � I 9'-4" FLAT CLG. � � o) II CARPET w N II II ■ 2868 4' 4„ 3,_4„ 7, 34„ CD c, -------- --- ■ / A 2868 °' 2668 `D BF ON BOX A.F.F.R&S S3 Lu J'HAN Cn� 1�2668 1 BF ENT THRU ROOF BEDROOM 2 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY (2) 25 SH O EGRESS HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 OG SEE SIN SHEET O SEE SN SHEET M140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 General Notes H8 (2) - 1 3/4" X 7 1/4" R302.5 Dwelling/Garage Opening/Penetration Protection LVL 2.0E Fb=2950 Opening and penetrations through walls or ceilings separating the q dwelling from the garage shall be in accordance with sections SYP W/ 1/2" Follow Q/S4. See Plan for (2) -CH R302.5.1 through R302.5.3. RAG Bearing Wall Call Out When FLITCH PLATE Straps are Required R302.5.1 Opening Protection VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Openings from a private garage directly into a room used for SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND sleeping purposes shall not be permitted. Other openings between o REQUIRED STUDS the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel 'f' " WINDOW SCHEDULE doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration R.O. CMU R.O. FRAME SIZE TYPE Ducts in the garage and ducts penetrating the walls or ceilings (Flange) (Fin) separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid r 12 20 X 26 18 4 X 25 i S.H. nonmetallic class 0 or classl duct board, or other approved b 13 20 x 381 184 X 371 S.H. material and shall not have openings into the garage. 14 20 x 501 18 4 X 50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 X 63 18 4 X 62 1 S.H. shall be protected as required by section R302.11, Item 4. 16 20X72 184X714 S.H. R302.6 Dwelling/Garage Fire Separation. 1IH2 27 1/4 X 26 26 X 25 S.H. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 11-13 27 1/4 X 38 26 x 37 S.H. Attachment of gypsum board shall comply with Tab;e R702.3.5. 1H4 27 � X 50 � 26 x 50 S.H. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit 1H5 27 X 63 26 X 62 112 S.H. wall: From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or c� 11-16 27 X 72 26 X 71 112 S.H. equivalent applied to garage side. 22 37 J X 26 36 J X 25 1/2 S.H. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. r O 23 37 X 38 36 X 37 3/4 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less ~ 24 37 X 50 36 } X 50 S.H. than 1/2" G 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 25 37 X 63 36 J X 62 1/2 S.H. to the interior side of exterior walls that are within this area. C� 26 37 X 72 36 J X 71 1/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. In dwelling units, where the to of the sill of an operable window is 9 P P located less than 24 inches (610 mm) above the finished floor and 32 54 X 26 52 X 25 t S.H. greater than 72 inches (1829 mm) above the finished grade or �1 � other surface below on the exterior of the building, the operable 33 54 X 38 J 52 4 X 37 J S.H. window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 34 54 X 50 J 52 } X 50 S.H. mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided 0 0 35 54 X 63 52 4 X 62 t S.H. 7 o 0 36 54 X 72 52 X 71 S.H. with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening r control devices that comply with Section R312.2.2. iv ~ 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 within a residence or to another dwelling unit and o shall be exhausted directly to the outdoors. Exhaust air from �- bathrooms and toilet rooms shall not discharge into an attic , crawl w 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 1 V-0" TOP OF MASONRY WALL in M - N 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 LIVING AREA 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 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) UNIT 1500 -FLOOR PLAN GARAGE SEPARATION R-11/R-13 KRAFT FACED GARAGE /LIVING) SCALE:Y4"=1'-O" n G.C. TO COORDINATE PLUMBING TO AVOID /-1 CONFLICT WITH STRUCTURAL WD. COL. N a c: ) U fl. M Nmo._ N O f9 �cu = O ct tj ycl�o cl N �- c � o a o 4. cJ 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. N W a 0 E 4 U o - c y0 N �, N V) m rn J LL Q N(Mo 5522 C J LL w 13 i JLLiL i a w Z -arn a L N C q IlY ] N N CD 0 o 0 W_ cy). 05 IL'^ O1 m w LO "Z 04 O c ov Z WIn ❑ ❑ Z N M 0 z o GEE Q g. ; � M Z v LL 4 (� n w � U O N w o c Hrr6 N "� U w J E t � al J . U o C u) a t• l0 N co o I� o � M co z o z Z � m CL `;o of w� >p <N za Co .T x� z az u° o Z O N a = o <o - z ww - U:)o m� o° Z Z_ m>z �i a 8Om zo U - z W d Uo ?o � F � �z x � _3 o O oa a � O_ W z¢ u 3 .s `N ;n f0 °' rn O \ O � iL O T /11 M Co T :3 O Q T Cr N 00 U) m 00 OQ T 0 N Ln O E M I� N � Q N Ln O t cn �' E N o M :300 N Z z m E E a a 0 m d-J a 0 -JQ o JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 3