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P 0 I i� a I 0 I IN I A.H. % � I . (H) i 2 - - - --- ------- ---- L - - - - - - - - - - - - - ------------� W.H. ' I PLATFORM ABV. 24" x L------------- 24"x 18" H. I I I WATER SOFTNER 0 10'-0" ■ LOOP & DRAINcl- t t I I INSTALL 1/2" ANCHOR BOLTS 1 AND 2" DIA. WASHERS AT 2'-0" O.C. (MAX) CENTERED ON WALL. I 2 (REFER TO FLOOR PLAN FOR WALL THICKNESS AND LOCATION) _ � I �I I ( ■ j I of o I I �L--- ------CONTROL JOINT ------------------ ------------------ J--- I j I o I 30'-0"oo I I I REFER TO MAIN PLAN FOR ■ i �; 1r' -- I I INFO NOT SHOWN i i ■ d+-- - - j �'�/ I ��■ ■ i 3/4" DP. x 13" W. 4" DP. x 13', W. RECESS FOR R ESS FOR 1 2'-�" 3'-10" 4' �5" I I 9 GARAGE DOOR GA E DOOR i H.B. a" I 8„ s2 I 5 A. Q" 5 I Q,• I- - --------- ------- 1'-4" W. x 12" D. 7 CON . FTG. W/ 2 - #5 REBARS E.W. 2'-4" 5'-8" 2'-4" 10'-4" 4'-0" EM t I s2 I I �-----------------------L----------- ---- .............. 1 � oil1 2'-4" 45'-0" 2 FOUNDATION P ELEVATION A 1 30'-8" 3 CAR GARAGE S2 i o ■ ■ 3'-4" 8'-0" '-0 IDE COPPER LIN ,I ICE MAKER A. � `WH -,' ------------------------- -------------1 W.H. PLATFORM ------ PN ---------------- ■ ■ I I I I I I � I I I I I --- I � 1 I II I LI I I 15'-0" �I � I /-5 2-43'-10" " I —--------- d- U oOF I � c ■ ■ ■ ■ MO_ -77 3'-0" x 1'-4" W. 12" D. 7 CON". FTC. 2 - #5 BARS E.W. 2'-4" 5'-8" 2,-4" 10'-4" 4'-0" ABV. 24" x 1 I 24% 18" H. � i I WATER SOFTNER 10'-0" ■ LOOP & DRAIN I I INSTALL 1 /2" ANCHOR BOLTS I AND 2" DIA. WASHERS AT 2'-0" 1 O.C. (MAX) CENTERED ON WALL. s2 (REFER TO FLOOR PLAN FOR I WALL THICKNESS AND LOCATION) F 1 1 I ■ 1 I zl o_1 o 1 S2 ------------------ J1 - CONTROL JOINT -- -----------------1 , CD I t 1 I 25'-0" REFER TO MAIN PLAN FOR 1 INFO NOT SHOWN 1 ■ I I 3/4" DP. x 13" W. i ■ RECESS FOR t 9 GARAGE DOOR i H.B. s2 8" i 8» 5 • -00 S2 ill- II ------------------- -------------------------- ■ ■ ■ �- ♦ ♦ ■ 2'-4" MONO FOOTING 40'-0" FOUNDATION PLAN ELEVATION A 2'-4" 2 1/2 CAR GARAGE 5'-0" I N 00 I 0 1 0 N 0 CV I _I N o ` I 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' SO. 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. 0 = FILL CELL TO THIRD COURSE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL ' AT CORNERS * No 70658 ; • • :• STATE OF : WW ♦ .• iL 31 ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAME INSPECTION TAMPA Cl VIL DESIGN ,,; , ' ;, R , � r; z , r 01i 4ii2- JEREMY COUCH, P.E. PROFESS/ONAL ENGINEER # 70658 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE 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 Oft Y SCALE: 1/8" = 1' w 11x17 BLACKPOINT 1/4' = 1' w 22x34 ENABLED 0 Z a cl m 0 U J J J w�°za _j a > r z w p J Cr w I m0L.O_j _ ❑❑❑❑❑ U z o w w w of pc� tr O J J Z Q Q (3 z w 0 O M �■. /� VrJ 0 cw O z L O p N 5 m T 2 ~ w O 0 `` •, a- o o0Z a � Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 02105113 SHEET 202 FOUNDA iION PLAN