36238 DeHa Gold Ct Lot 10 - Laserfiche WebLink

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35'-0" 16'-8" 18'-4" 1'-4" 15'-4" 5'-8" 7'-0" 5'-8" 2'-8" x 2'-8" W. x 12" D. 8" WIDE A 2'-0" 3 4'-0"x3'-O" CONC. FTG. W/ 2 - #5 _ MONO 6 s2 A/C PAD REBARS E.W. i i FOOTING s2 I 1 -- ■ • ■ ■ ■ ---------- - - - - - - - - , 1 � i o I FUOIINU \1 oo w i I R 00 00 I 0 I 00 I 6 00 (S: Ln 00 I 0 I g zio I 9 C-) I 52 I c I 3'-3" 3'-10" 1'-4 -10" re,) 1'-5" I I I I 1 I I I I 1 1 I I I ■ / ------------ --------il ----- I i �Y ' DIAGONAL AT 2 #4's R I ALL INTERIOR SLAB a' 1 1/4" RECESS 6 ' CORNERS (TYPICAL) ■ I FOR S.G.D. ■ l` 2'-71" 'fit GA DENT ICI III�TUB II I I 00 111 \ I -1 6' ^oo ' I I oo I SF�IV�..,o I I 1113111 , 2 -4j" I _ rJ _J L------ I J =-----------JZ----- I / + n co I.--------- I I � I I L- ----- ELEVATION AT 0'-0"(ASSUMED) i I i I TUg \ I I I u I ■ I 4 THICK, 2500 OR 3000 P.S.I. 3 -0 " CONCRETE SLAB ON GRADE W/ = I L; �------ - - - ------j I ------ 6x6 W1.4xW1.4 MESH OVER 6 1 I I MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE m i i�� -� i i ' i i" ( i i i 8" THICKENED EDGE FOR SHOWER RECESS W/ (1) i ■ TREATED, GRANULAR FILL OR i i� `--' i #5 BAR CONT. I BORATE TREATMENT ON FRAME I II II I I COMPONENTS CN I I I ■ ■ moo I=-3= I I L____J „_� -- ELECTRICAL CONDUITFTO-- -�^ `" ISLAND D.W. I o0 N DISP rrl�-�i SINK W�L=J°II I � 1 p i OPT. I ■ I i REF. I -'--------------- ------ ,JI ------------9 _-----z--j I � PROVIDE COPPER LIB ■ i FOR ICE MAKER I ■ I I I 1 I II tJ I a I ' n I Ir■ 2'-I" 3'-10" 4' -5 -----------------J = _ 00 � II■ - ■ 3'-0" x l'-8" W. x 12" D. CONC. FTG. W/ 2 - #5 REBARS E.W. 8'-0" 2'-4" 1 10'-4" 4'- 00 I CV 0 T CV I r-------------4-- II = II �- oo I I '•'� r� -� I � I I C I III I 1 I ■ ---- I I I ;°; � , I II M 0 I II 1 ■ IJ I IF. I I ' L----� 0� 11 F---- LII II—�I I 1�----� -----J I I ■ WH I = /.H- i / I 52 I ao ' < W.H.-----------A PLATFORM �-------- ---------------- ABV. 24" x 24% 18" H.tz WATER SOFTNER = =LOOP & DRAIN1 INSTALL 1/2" ANCHOR BOLTS AND 2" DIA. WASHERS AT 2'-0" O.C. (MAX) CENTERED ON WALL. S2 (REFER TO FLOOR PLAN FOR aoWALL THICKNESS AND LOCATION)Ell S2Ioo •-- 1J CONTROL JOINT0O pl — -- —]�l I Oc>20'�-0"`n 3/4" DP. x 13" W.RECESS FOR GARAGE DOORH.B.88n°Op- I------------------ ---------------------- - ♦ ♦ ■ 8" WIDE MONO FOOTING F O U N D AT I O N PLAN 2'-4" ' 6'-0" 2'-4" ELEVATION A 20'-8" 35'-0" 0 I Lv rr 11-7-1 III 3 I IL _jI I I � I\ I rn Z tin I r 1 I I L====7 III N p1I- 00 III-I.j I ■ II, ICI o u_� I 1 I y i 1to v, M i OPT.Till, REF. No 7065 91 --------- r - AN WINDOW SEAT 2 I ■ 1 %� I i INSTALL 1 /2" ANCHOR BOLTS " i 1 AND 2" DIA. WASHERS AT 2'-0 I = I O.C. (MAX) CENTERED ON WALL. I �i I I i S2 REFER TO FLOOR PLAN FOR oo I I WALL THICKNESS AND LOCATION) ■ ! ! i o i of o J; CONTROL JOINT11 R i I 3'-3" 3'-10" 1'4. 6 1 "1'� ------ I I I 1 1/4" RECESS ■ i FOR S.G.D. LIM L= NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. 0 I loo I 0 T N 0 I 0 T cV loo I 00 00 I Ln 0 3 ;n S2 00 I M FOUNDATION PL ■ I NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ■ i ELEVATION AT 0'-0" (ASSUMED) ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X10' SQ. I 4 THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ ALL CONTROL JOINTS TO BE 1" DEEP. I 6x6 W1.4xWt.4 MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE I TREATED, GRANULAR FILL OR BORATE TREATMENT ON FRAME COMPONENTS I I I ■ I ELECTRICAL CONDUIT -TO -- I -ln N ISLAND D.W. 1� �- --- I; ul I I I 15'-0" I I I , I I I ! r■ 2'-�" 3'-10" 4'-5" -----------------J ----J L------� 3'-0" x l'-4' W. x 12" D. 7 CON- FTG. W/2-#5 REBARS E.W. 2'-4" 5'-8" 2'_4" 10'-4" 20'70" 1 1 1 ----------------- 2'-4" 35'-0" FOUNDATION PLAN ELEVATION C G 16'-0" L 2'-4" 20'-8" ■ = FILLED CELL W/(1) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. ♦ = FILLED CELL W/(2) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. • = FILL CELL TO THIRD COURSE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAME INSPECTION TAMPA CIVIL. DESIGN JEREMY COUCH, P.E. PROFESS/ONAL ENG/NEER X 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE KITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y I S2 I 0 N = 0 I 0 I SCALE: 1/8" - 1' • 11x17 PUBLACKPOINT 1/4' - 1' w 22x34 ( = N A. B L F L') U Z Q m _1 J U J U J J Q WQ J J Q p O � Q i Z Z 0 J W m0IJi0-j 2 = _ Co❑❑❑❑❑ U Z _ w o w > Ld w 0 0 w 0o= c� a o J J Z Q Q z z W 0 0 W 0 CW 0 N z G 0 p o N� m _ � w C� Oz Qt % a-Z � z Z O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 2 FOUNDATION PLAN