36246 DeHa Gold Ct Lt9 - Laserfiche WebLink

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14'-0" 1'-4" 1l'-4" l'-4" 3'-3" S2 /7 24" SQ. 12" D. 7 S2 CONC. FOOTING S2 I o tz W/ (3) #5'S EA. WAY. o -00 i 00 3'-10" 8'-2" 2'- " �o ■ ■ co IN ■ ■ ■ ■ 1 1 4 RECESS FOR S.G.D. _ F1• _ ■ o i v Op r, ■ u - --- 35'-�„ 0 i PROVIDE CONDUIT IN SLAB FOR o � ISLAND ELECTRIC 00 I o 0 I i 00 N 0 i 0 i 13'-31" ■ ISLAND SINK W/ �° �- 1- r- �iol DISP I, �� I I w � 1 C) 00 i 8'-6" 7'-11" 10'-7j„ D.W. I Ck� o ■ - -- - I O N 1 — REF" L \�„ �' 1 ■ I I TUB 0 13-5 I — SHOWER/ ,I I OPT. FoP�� •__• I) I L 4'-11J" I =A 20" H. x 16" W. CONC. MONO-FTG. W/ 2 - #5 CONT. REBARS PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE ■ TOGETHER. BOTT. OF FTG. — SHALL BE 12" MIN. BELOW i GRADE i 50'-0" 10'-2" ELEVATION AT 0'-0" (ASSUMED) 4- THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ 6x6 W1.401.4 MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE TREATED, GRANULAR FILL OR BORATE TREATMENT ON FRAME COMPONENTS 36'-0" 5-9" C3 4'-0" ■ I I I III I 1-----------1J �L) 5'-0" 4 S2 ■ i ■ ■ 1'-9" 3'-10" 1'-9" LI = tz .01 ■ ■ ■ i ■ ■ I'm LJ LJ t■ u ao_ u ■ ■ 4'-0" 4'-0" 1 T-10" 4-l'-O" 1 3 � S2 5-5" 9'-�" i ■ — 8" THICKENED EDGE 12'-7" FOR SHOWER RECESS N 1/_W/ (1) # 5 BAR CONT. `r S WER � ------ - ■ �.� `. R ESQ' o � � ► ii i GARDEN l i i o ' i 111\ TUB i 1;1 it 13'-1�" 10'-q" Ir I I L, �_ I J N I 3'-0"x3'-0" 1" PVC A/C DRAIN I A/C PAD TO EXIT 6" ABOVE W. H. PLATFORM ■ SLAB ABV. 24" x j 15 -0 24% 18" H. o M tz ■ � I N o I 24" X 24" X 20" D. CONC. FOOTING • i W/ (3) #5'S EA. WAY. ■ 3/4" OP. x 13" W. RECESS = o FOR GARAGE DOOR J �, �i -a. 30" X 24" X 12" D. 5 CONC. FOOTING S2 B 7 W/ (3) #5'S EA. WAY. 4'-0" 3'-10" 3'-0" 3'-0" 3'-10" 2'-4" 7 S 8" 16'-0" 2'-0" 20'-0" 2'-4" 6'-8" 2'-4" 18'-8" 50'-0" FOUNDATION PLAN ELEVATION A 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/ AC1224-3R ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X1O' 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 & FIG. 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. PROFESSIONAL ENGINEER # 70656 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 C�(/ C FLORIDA BUILDING CODE, ,�� •...... .;G E N S E •. iwo RESIDENTIAL. �I `��Q• ENGINEER HAS NOT REVIEWED Np *VE ; THS PRE-ENGINEERED TRUSS MANUF. 4;EYOU TO;ANY LOAD NE CONDITIONS I AND RESERVES [?INGT - of - LdIf RIGHT TO MAKE ANY CHANGES ;' 4c ER TRUSS LOAD INFORMATION IS C.7 SUPPLIED TO THE ENGINEER. �41 01 SEALED FOR STRUCTURE ONL Y SCALE: 1/8' = 1' • 11x17 BLACKPOINT 1/4' - 1' w 22x34 ENABLED U Z Q j_0UJJ m J J J UL W p Z Q Q W �U LE0 -i 0) ❑ ❑ ❑ ❑ ❑ U Z 0 I w w O N w V Of V � � V J Z � a QU J U. Z a D m o cr U w Q Oz o� O = CV m m _ � w go Z d Z a /// oz Z O ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET 2 FOUNDA TlON PLAN