7034-7046 Ripple Pond Lp - Laserfiche WebLink

Browse Search

3 H 0 u7 I s 0 J LO to 0 I co L0 I N a u�a L0 0 co a 0 J M u3 co 0 I to CC co I N / C Cr 0 i c Q N OCV E 0 z a J N r7 0 0 0 UI U .o a 0 J f7 N 0 0 a a Cl- CD N 0 a m v C/7 801 INSULATION REQUIREMENTS WALL LEGEND 20'-011 20'-0" 20'-0" 20'-0" LOCATION R-VALUE / TYPE �17 % „ �/ 8'-8" TOP OF MASONRY WALL 00, (GARAGE) EXT CONC WALL R-4.1 HIGH PERM 10 6'-8" 13'-4" 710 3'-8' 00 15'-4" -O" '-O" 164T-8" 13'-4" J. 6-8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 1'-4" 5'-4" 3'-4" 10'-0" 10'-0" 3'-4" 5'-4" 1'-4" EXT FRAME 2 x 6 R-19 KRAFT FACED 9'-4" TOP OF MASONRY WALL 101 TYP. @ SY ME RI AL ! TYP. @ CONDITIONED CEILING R-30 BLOWN -IN REAR I � � REAR (INSTALL BAFFELS AT EAVE) --n 55 COMP. COMP. "'' ( COMP. COMP. 55 18'-8" TOP OF MASONRY WALL II tl II II GARAGE SEPARATION R-11/R-13 KRAFT FACED �i II Di j D1 II D 'j -2HOUR FIRE RATED SEPARATION / II II �t 2 -x59 II �� WALL (2) 39"x59" SH _ _ _ 1 ( 1 I _ - _ �) _"_ „ SH _ / U.--------------------- >L--- -------------------- __y -9'-4" TOP OF MASONRY WALL ------ --- ------ ------------------ -- ------ ------ ------------------ - ------ --- ---- --- Pi - (LANAI) , W/ SHAFT LINER ABOVE I I DOOR LOCATION DOOR LOCATION DOOR LOCATION LDOOR LOCATION I I WINDOW SCHEDULE TO BOTTOM SIDE OF DECKING I I FOR OPTIONAL FOR OPTIONAL I FOR OPTIONAL FOR OPTIONAL I I I I SCREENED LANAI LANAI SCREENED LANAI T.o.M. 9' 4" o SCREENED LANAI LANAI SCREENED LANAI I I R.O. CMU R.O. FRAME -2HOUR FIRE RATED SEPARATION I I 9'-4" CLG. AFF icy T.O.M.18'-8" So 9'-4" CLG. AFF I I SIZE TYPE I I LANAI CONCRETE CONCRETE LANAI I I (Flange) (Fin) WALL 11'-2" 8'-2" 8'-2" 1 V-2" I I - 12 20 x 26 18 4 X 25 i S.H. -18'-8" TOP OF MASONRY WALL, W/ o I I g'.4"GLG. AFF 9'-4"CLG. b o I I CONCRETE CONCRETE I I _ o SHAFT LINER ABOVE TO BOTTOM eo I I 6080 S.G.D. - `�-/ + �' _60$O S.G.D - I I 60 r i3 20 X 38 j 18 JX 3711 S.H. SIDE OF DECKING 50 I I - '-_ _-- I L co I I I I 14 20X50j 184X50 S.H. ^� ��. -2HOUR FIRE RATED SEPARATION (I I I 15 20X63 18�X62� 4-SH S.H. WALL LIVING ---- --- M 4-sH ___-- ---- i LIVING 00 I I 16 20x72 1sJx714 S.H. -20'-0" TOP OF MASONRY WALL, W/ I I ( 9'-4" CLG. I REF REF I PW01 9'-4" CLG. AFF O I I 1 H2 27 1/4 X 26 26 X 25 SHAFT LINER ABOVE TO BOTTOM II co CARPET I 2668 2668 D1 CARPET II S.H. SIDE OF DECKING T-33 B.F. 9 01 9 01 B.F. 7._31„ I TYP. 1 H3 27 1/4 X 38 26 x 37 S.H. a 3'-0" 4 a 3-0" a TYP. INTERIOR WALL uw W - o0 1 H4 27 J X 50 '� 26 x 50 S.H. 0 KITCHEN A DINING DINING Al KITCHEN z 1 M� N BEARING WALL NCl) 10 10 Q 1 i� 1H5 27 X63 26X621/2 S.H. CN OI I '� 9'-4" CLG. A2 9'-4"CLG. 9'-4' CLG. ,42. 9'4' CLG. m 1 O cv TILE 10 TILE iv TILE A3 10 TILE 1 1 H6 27 4 X 72 26 X 71 1/2 S.H. I 1 Ao 5 00 1° I I OPENING PRESSURES O 1 ► Pwol I I I I 22 37JX26 36JX251/2 S.H. ENCLOSED - EXPOSURE "C" DINING D1 SINK jDW DW SINK ! DINING I I = 1 r - - - r - - - I I 23 37 4 X 38 j 36 4 X 37 3/4 S.H. (/� ) +29.7 / -32.2 +29.7 / -39.7 cnl I 9 4 CLG. TYP. I ❑❑ I I 1❑ I 9-4"CLG. I y L_--� O O I I I I O O r---J � TILE I Frn 24 37�X50� 36�X50 S.H. TILE N I I N I +28.3 / -30.8 0 +28.3 / -37.0 � r i 25 374X63 364X621/2 s," E +26.6/-29.1 F +26.6/-33.5 �-I I I 26 37 q X 72 36 4 X 71 1/2 S.H. O T-4a" 5'-10" l0'-14' 10'-1j" 5'_10" 3'-44" DOUBLE2WIDE 75"TALL 73 wIDE S.H. SEE SN SHEET O SEE SN SHEET 8'-843" 104 2 „ 3 92 = T-92' 2'-3" 4'-10 " V-84„ o HANDRAIL 32 54X26 524X254 S.H. 140 MPH CONT. `� `� 33 54 X 38 J 52 4x 37 J S.H. NOTE` WIND SPEED INDICATED ABOVE IS AN N 17R HANDRAIL 17R N "ULTIMATE" WIND SPEED, THE WIND PRESSURES 00 _ _ _ _ _ _ _ _ _ _ _ _ _ _-7 UP -UP _61b. _ 34 54 X 50 52 X 50 s H LISTED ABOVE ARE ALLOWABLE PRESSURES -------------...._L--------"----- � I D1 I I r--- f - °' 35 54x63 52JX624 s'"' SOFFIT DESIGN PRESSURE +29.7 / -39.7 TYP.O O36 54 X 72 52 �i X 71 j S.H. LIVING LIVING HEADER SCHEDULE 55 I SINK p I GG - - - S3M 9'-4" CLG. 9'-4" GLG. S3M - -- D SINK I 55 39x59 40 x 59 N/A S.H. p1 B1 S3M - - S3 - CARPET CARPET 83 - - - S3M I D1 = L - F - _ - = B1 DOUBLE 39x59 79 X 59 N/A S.H. MARK HEADER SIZE REMARKS 4068 u5 -- r r - -�I BF8 10 B2 KITCHEN N I'O AREA TABULATION (1666) H1 (2) - 2X6 #2 SYP W/ 1/2" to LO OI I z KITCHEN go 10 B.F. F I�----- -- - _ -- `_ 10 z I O FLITCH PLATE 9' 4"CLG. B3 4, I _ _ r r - _ _ _ _ I I B3 9' 4"CLG.ID 1ST FLOOR LIVING AREA 674 2ND FLOOR LIVING AREA 992 H2 (2) - ZX8 #2 SYP W/ 1/2" TILE 10 I _ - - - - r r -WOMIiiiiiiiiC10 TILE o _ - -- O FLITCH PLATE 00 LIVING TOTAL 1666 LO ao i REF x - --- _ - _ ---- x L REF ' H3 (2) -2X10 #2 SYP W/ 1/2" ENTRY L------- ----- T - - - - - CONT ENTRY GARAGE 264 FLITCH PLATE - - - - HAND AIL ---'--- 9' 4" CLG. Y Y 9'-4" CLG. A F FRONT ENTRY 98 (2) _ 2X12 #2 SYP W/ 1/2" CONCRETE o - - II II _ - - - - 0 o CONCRETE LANAI 120 H4 FLITCH PLATE 10 CONT. _ _ - - ro TOTAL AREA 2148 HANDRAIL- -- -- II H1 H1 II -- -- O (2)-13/4"X111/4 LVL 12 4„ 6 4 4'-114" 2,_22 _ _ 3_-92 - I �- - - 3'-91 1 1 3„ RI AREA TABULATION 1787 H5 - _ 2'-22 4'-114 6 44 2'-4" ao ( ) 2.0E Fb=2950 c� �- - - _ _ - _ - -I H 11 f- _ - - - - -� i�l 1ST FLOOR LIVING AREA 759 (2) - 1 3/4" X 9 1/4" r� T.o,M 18' 8" - - - - I I - 00 ��s I - - - - T.O.M 18'-8" _ rN I I 2ND FLOOR LIVING AREA 1028 H6 LVL 2.OE Fb=2950 FOYER -1 1 1 I Ill -1 J J ril 1 1 � FOYER � � T.O.M 20'-0" -' J J T.O.M 20'�0" 1 -' -' ire LIVING TOTAL 1787 _ I I 9'-4" CLG. I ► I -- W Q= 1 FOYER FOYER ! ---- I I I I M 00 O_ I 13068 TILE o� 17R '� 1 ?Q iv N 0`t' 1 u) 'S 17R TILE CLG. 3068 I I oo H7 2 1 3/4" X i6" iv I I 3 O c� UP I I I 1 0 ? GAL 1 68 M 9' 4"CLG, 9' 4"CLG. ci r1D I a cb o I I I ( UP 1'-01 iv GARAGE 265 LVL 2.oE Fb=2950 VN `� TILE TILE I 'b�O ( I I IFRONT ENTRY 12 I I I I 6� I ry 3-0" I I H8 (2) - 1 3/4" X 7 1/4" 01 _ = T = _ _ LANAI 67 O LVL 2.0E Fb=2950 3 2 X 4 #2 SPF 3 2 X 4 #2 SPF TOTAL AREA 2131 O O Follow Q/S4. See Plan for STUDS w/ 3 16d 3' 4" 6'-ia' 2'-6" T-0" T-0" 2'-6" 6'-2" 3-$" STUDS w/ 3 16d l (2) - 2X4 #2 SYP W/ 1/2" O z O �T� RAG Bearing Wall Call Out When = 1 2668 Tv TOENAILS @ BASE W,H. W.H. W.H. �/1/.H, TOENAILS BASE I = FLITCH PLATE r oo @ r 2668 1 Straps are Required 4 1 B•F• rs BUILDER TO O 0 d d � 0 0 `� B.F. 1 b * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PROVIDE BUILDER TO BUILDER T BUILDER T 1 ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.O.M.20'-T PRQV E PROVIDE p REQUIRED STUDS PROTECTION T.O.M.18'-8" APPLI CE APPLIANC o WHEN REQI. PROTECTION PROTECTION A LAI o r o PER FBC WHEN REQUIRED WHEN REQ IRED WHEN RE 66 PER F C Cl)o PER FBC WHEN REQUIRED B6 o General notes 1 PER FBC 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, ° GARAGE C c GARAGE 1" Provide Y2 gypsum board for 16" O.C. Framing, or 5/8 gypsum POWDER 9'-4" CLG. AFF GARAGE GARAGE 9'-4" CLG. POWDER board for 24" o.C. Framing. Note 1/2" sag -resistant gypsum board CONCRETE CONCRETE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board Q9'-4" CLG. 9'-4" CLG. AFF 9'-4" CLG. AFF 9'-4" CLG. TILE CONCRETE 3'-2" S-2" 3'-2" 3'-2" CONCRETE TILE must be installed on garage ceiling beneath habitable room(s). PWO1 - PWo1 TT� -- - D1 0 -1 D1 --- 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts TYP. ENTRY ENTRY N TYP. b) penetrating the walls or ceilings separating the T dwelling from the garage shall be constructed of a minimum No. 26 APPLIED O 1 H4-SH 9' 4" CLG. AFF 9' 4"CLG. AFF _ 1 H4-SH a co co _ APPLIEp gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r---------------t r� -------------� _� CONCRETE CONCRETE ------ ------------- ----- STONE 1 I 1 C° I `� I _ ° I I j STONE 0 or classl duct 4 -4 2 -0 I I I I I I I I 2'-0" 4'-4" board, or other approved material and shall have no openings into I I the garage. I I I I I I 1 I I I I I I I I I 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" I I 1 I I I I I solid wood door, solid or honeycomb steel door, or 20 minute fire I I 1 I I I I I O7 i I t I PW01 I I I I rn rated door. I TYP, @ K I I I D1 I I I K TY @ I 4. R302.7 Any accessible space under a stairway shall be protected gypsum I GARAGE I I I I I 1 GARAGE I bwith oard. I JAMBS S4 I I ( TYP. I I _ _- S4 JAMBS I '_4" CLG. T.O.M. 18'-8" T.O.M.18'-8' 9'-4"CLGAAFF--- �_-- I I I I T.O.M.8'-8" '-$TCLGfAF�---_----- I I I I I i--------- - - - - - �"Z�CG. T.O.M.B'-8" o - - - - - - - - - - ---'--- _-- 0 5. All doors and windows providing direct access from the home to the N______________ _____ ______-- _-__-_-- - - - - - ____-____ _ - N pool shall be equipped with an exit alarm complying with UL2017 - - - - G - - - - - - - - - - - - - - - - - - that has a minimum sound pressure rating of 85 db a at 10 feet. The - - - 8070 O.H.- - - - 1 Kill En - _ 8070 .H _O _ - - SYM ' RtCAL O 8070 .H. I 8070 O.H. O exit alarm shall produce a continuous audible warning Iwhen the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not T' O" 8'-0„ 2'_8" 2'-8" 8'-0" 2'-8" 4„ 4„ 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" 3'-0" acceptable. 6'-4" 13'-8" 13'-4" 6'-4" 6'-4" 13, 4" 13'-8" 6'-4" 7. R302.6 The garage shall be separated from the residence and it's 20,-0„ 20,-0„ 20,-0" 2Q1-0„ attic by not less than 1/2-inch(12.7mm) gypsum board applied to the OOP garage side. Garage beneath rooms shall be separated from all 80r-0u rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also (1787) (1666) (1666) (1787) protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an ■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) 1st FLOOR n PLAN ® FILLED CELL BELOW2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. �7 r ' Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere sCALE:J/4'=V-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass C%F C% ' W a r � LL N d cc . d L3 w ,. v 0 IIffill g,+y� , r0 U � C) � " �'°1 ' ` � °� � ��,•6�� f� k@ I I I I I$ Y t' m �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W E t o 08 0 o �� W ��-Zro 2 N m v u N J JLL Wti a Z m °' d o W (on m J Z N M Z J 1- OU ❑❑ N a+) o O � o ¢ ti P3 M V) a 0 00 a--J cra (6 w 0 0 W g (� :f N F_ .- urn C) I w � F^ J E R U o U) ®Q Q N QW AL A o w co M h¢ g� Z q J LL C6 E o ;t0 � Z>Z QN M_ E: 80 �� Z© _C10 ¢oa O E N Z a` ¢ z aSw 01 az w t0 m0 � - C Z Y U . 2 0, Z T Z �Z enQu j <m 0 >� 0Q a03 N� Milli <0 w0 z1¢ 0 3 T CM = ai CD LO `'-- N �--` 00 O 00 0 C0 m v Q 1 N L I--- N O < j Lf7 � o z z E E M n U J Q a c J JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 5