36232 Delta Gold Ct Lot 11 - Laserfiche WebLink

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-- —1 -- __ 1 I. _ _ 1 11 _ _ _1 1 _ I I -1 1 . I.-L-____ I. I I I I I 1 1191I 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 11 1 1 1 I 1 11 1 1 1 1 d- I �n 0 I Tv V 13'-4" 12'-8" 14'-0" 3'-6" 8'-4" 1 3'-8" 7'-0" 3 s2 u ■ ------------- 8" WIDE 6 MONO 6 FOOTING 6 I H.B. sz I = I � o I 2,- 1, _ _ _ i __�__ _ ■ 8" C.M.U. ■ T WALL ABV. I 10_ °D O:fiw I o ZIP ■ 00 � 1= 00 I 9 8'-14" 2'-4" I 2 A/C PAD 0 I i� r PROVIDE COPPER LINE 1 1 REF I I , I I REF.:: FOR ICE MAKER �\ , ■ ■ , I J I I II I I/ I ECTRICAL L\ \---------- -- ---- --------- ----- -�,/ ISLAND 9'-10 " 1 1/4" RECESS S2 / j00 a FOR S.G.D. n ■= 1 ______ _ ____________1 rT--, I 1 ■ II I I B = SINK W/i r--) ii i i i 6 ' DISP ;11Irr II 1 II\� I4/I N IL J III '---------- --- 1I\� I I I r-----------rr--- ----� - Lf -ZtJ ■ i o - --- -� j � I � L_l I j I ■ I u I II L I N 1j _ I � I I I I i N I iI I I I n r 1 I_I____________�- r------------------ JL - - - - - - I = 20" H. x 16 W. CONC. i 1 ': I N MONO -FTC. W/ 2 - #5 ■ i CONT. REBARS PROVIDE / _ I N \ In 1, I I I WG•1 I I = A s j 25" MIN. LAP WHERE `i 1 i `• i i `i \��AV i SPLICED AND WIRE U' TOGETHER. BOTT. OF FTG. N I I ■ SHALL BE 12" MIN. BELOW v�\+ GRADE ELEVATION AT 0'-0" (ASSUMED) "'� 4" THICK, 2500 OR 3000 P.S.I. o� $HOWEF� 00I CONCRETE SLAB ON GRADE W/ 'w) GARDEN TUB,/ 6x6 W1.4xW1.4 MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, I r'______________-_-I -_ - -- -c_ ■ ---- -- ■ WELL - COMPACTED, TERMITE Lr --- o ------------ I _I TREATED, GRANULAR FILL OR Ico BORATE TREATMENT ON FRAME I '� COMPONENTS r I ■ __ _ _ _ 8" THICKENED EDGE FOR - ----------------------- --- ■ - I----------------------------- r---- i SHOWER RECESS W/ (1) 1 5 I i j i i i i #5 BAR CONT. 6 -4' M I u II II n I �r----------------� L, I ■ �r---------- -----� ■ � I I I I l �i _ � I ii I III i� = I 1 L-_-ui j "r I S7 'r I � I I n 12'-10�" � I I ~ = Op I L------------� F--_-_-_-_ -_■ ■ I I I i i �i i _1 I L- �II i -- -- i i 1 -I W.H. u I ,' I^ L— JJ I I --�/ i I I S2 I I ` PLATFORM I r----� �. , i I=�-i I I I / I I I I I \ YY I , �- ABV. 24" x 24% 18" H. M =J I I a=====J1- __=--==J1 -------J / ' n -rt____ —� � 1 11-1 i 1" PVC COND. 00 ■ DRAIN UNDER N I I I SLAB 3 i i 15'-4" 5'- i i 19'-4" I■ 'i ---� j i 0 10'-0" WATER SOFTNER :1 TUB I, `•_� /i �V n i =_-- r i I i n !` LOOP & DRAIN I uo w. L -J-- -- ----42- I 1 /'r-�'j-------- -J -� I 3 2'_------- -7 _1 --- I I �/ Al I L I I S2 u/ /1 � 9 v I I I■ I 8" I I I o tz -- I I CONTROL JOINT -----I - � 00 -----------------------1 /, // i ■ i Zi i Ln cal a r- I 9 0l I S2 8" WIDE4. o ` I■ ® I ■ I MONO UI ;� - ---- - FOOTING `i 3/4" DP. x 13" W. ;n s2 I RECESS FOR I I = L-------------------------J GARAGE DOUR H.B. 181I 8--1------- - 1 o M THICKEN ■ ■■ ■ ■ FOC TING TO 1'- " DEEP w/ (2) #5 BARS EA. WAY 2'-8" 3'-10" 3'-10" 2'-8" -2' 10" 16'-0" 10" '-2 INN 13'-0" 7'-0" 20'-0" 40'-0" 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. NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X10' SQ. ALL CONTROL JOINTS TO BE 1" DEEP. ■ = 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. A = FILLED CELL W/(2) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTC. 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 .�`'�My ��c''% •`��'�`�ENS�.'•• � TAMF A Cl VIL DESIGN Z. No 70656 :�*4.0 • :tr= W Z -10 - SYpTE OF 14? O R •G JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 . . �� SI ON I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE 3� WITH 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 SCALE: 1/8" -1' • 11x17 PUBLACKPOINT 1/4" - 1' * 22x34 FNABL.FI.-) U Z -OU_jJ m � J J J J Q O I�-.I' p Z Q r' m W U Q J J m O W J j _ ❑❑❑❑❑ U Z 0 Li D 0 w N O�+ w ir LL N 0 0 c� J J Z Q Q U z J m 0 0 0 o _j NoZ O N � m _ M w O Z %. 0-Z 0 Q % z Z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET 2 FOUNDATION PLAN