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X S-1 - Foundation Plan SS
112219' - 7 1/2"19' - 1 1/2"33AABB7' - 6 1/2"9' - 2 3/8"2' - 0"1' - 4"16' - 10"10' - 0 3/8"3' - 11 3/8"5' - 8 1/2"2' - 5"3' - 11 3/8"9 7/8"13' - 6 1/2"27' - 10 3/4"14' - 2 5/8"31' - 3 7/8"27' - 9 1/4"101' - 2 1/2"17' - 9 1/4"6' - 0"23' - 9 1/4"2' - 0"24' - 8 7/8"3' - 2 1/2"2' - 4"7' - 6"5' - 0"14' - 3 1/4"2' - 0"16' - 3 1/4"6' - 11 1/2"20' - 10"7' - 6 5/8"17' - 9 3/4"35' - 10 3/8"16' - 8 7/8"10' - 4"2' - 11 1/8"11' - 3 1/2"3' - 6 5/8"2' - 11 1/8"6' - 5 3/4"1' - 8"34' -3"12' - 8 1/2"4' - 0 3/8"UNLESS OTHERWISE NOTED ON PLANVERT.STEEL PLACEMENT NOT TO EXCEED:4'-0" O.C. IN 10'-1" WALLS &3'-0" O.C. IN 12'-1" WALLS"TIE BEAM POUR DOWN OVER WINDOWS & DOORS:FOR EACH ADDITIONAL 12" ADD (2)#5 REBAR HORIZ.MAX. BEAM DEPTH 48"CONTRACTOR TO VERIFY ALL MASONRY OPENINGS IN THE FIELD3' - 7 1/8"9' - 1"3' - 7 1/8"3' - 3 7/8"2' - 8 1/4"2' - 5 1/4"2' - 1 1/4"5' - 9"2' - 1 1/4"2' - 5 1/4"3' - 3 1/2"2' - 11 1/2"3' - 0 5/8"DOOR3' - 7 3/4"3' - 10"4' - 0 7/8"1' - 7 5/8"8"GARAGE DOOR9' - 8"8"1' - 7 5/8"3' - 2 1/8"2' - 10 1/8"WINDOW5' - 9"2' - 10 1/8"3' - 2 1/8"2' - 8"3' - 4"1' - 7 5/8"8"GARAGE DOOR18' - 8"8"3' - 1 1/4"1' - 5 1/2"WINDOW3' - 9"1' -1 3/4"WINDOW3' - 9"1' -1 3/4"WINDOW3' - 9"1' - 5 1/2"2' - 6 1/2"WINDOWS5' - 9"2' - 0 1/2"4"2' - 2"2' - 10"2' - 2"2' - 6"2' - 10"2' - 4 1/2"WINDOWS5' - 9"2' - 6 1/2"2' - 6 3/8"2' - 2 3/8"DOOR3' - 11 3/4"2' - 5"2' - 5"WINDOW9' - 1"2' - 4 7/8"2' - 8 7/8"3' - 1 1/2"2' - 9 1/2"WINDOW6' - 9"3' - 0 1/8"3' - 0 1/8"8"3' - 8"WINDOW3' - 5"1' - 1 1/2"14' - 10 5/8"9 1/2"WINDOW4' - 5"8"4' - 6"WINDOW3' - 9"1' - 6"WINDOW3' - 9"2' - 3 3/8"2' - 3 3/8"WINDOW3' - 9"3' - 3 3/4"3' - 6 7/8"2' - 10 7/8"3' - 11 5/8"WINDOW5' - 9"1' - 6 7/8"1' - 5"WINDOW5' - 9"1' - 3"WINDOW5' - 9"1' - 5"3' - 6 7/8"3' - 10 7/8"4' - 4 7/8"3' - 5 1/4"3' - 1 1/4"3' - 1 1/4"3' - 1 1/4"WINDOW4' - 1"1' - 3 1/2"DOOR3' - 8"9"1' - 0"WINDOW8' - 0 3/8"1' - 0"4"WINDOW4' - 11"4"2' - 8 1/8"8"SLIDING DOOR12' - 10"8"2' - 6 1/8"3' - 1 3/8"3' - 5 3/8"3' - 9 3/8"2' - 6"WINDOWS11' - 7"2' - 6"4' - 4"4' - 0"4' - 0"4' - 0"4' - 0"WINDOW5' - 9"3' - 0"WINDOW6' - 9 1/2"1' - 0"WINDOW3' - 7"3' - 1 5/8"WINDOW6' - 9"3' - 4 1/8"DOOR4' - 0 3/8"27' - 2 1/4"6' - 11 3/4"5' - 8 7/8"5' - 8 7/8"20' - 9 1/2"15' - 11 3/8"2' - 3 1/2"2' - 6 5/8"4' - 5 1/8"2' - 7 7/8"(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)(2) 60" #5 REBARTIED TO CHAIRS, PLACED 6" FROM INSIDE CORNER (TYP.)S-414(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)4"4"DOOR & WINDOW6' - 11"4"4"4"4"2' - 6 1/2"4"S-4126"6"6"6"4" 3000# FIBERMIX CONCRETE ON .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILLALL PERIMETER & INTERIOR FOOTINGS TO BE 16" WIDE X 18" DEEP WITH (2) #5 REBAR CONTINUOUS UNLESS OTHERWISE NOTEDConcrete Slab - 4"5S-43S-4S-413F2F1F1F1F1F1F1F1F1F2F3F1F1F1F18"F1F1F2-4" SLOPE 2.00"-4" SLOPE 2.00"-4" SLOPE 1.50"9 1/2"2S-4-4" SLOPE 1.50"-4" SLOPE 1.50"-4" SLOPE 1.50"-2" FROM F.F. FORSLIDER TRACK WET SETSLIDER OPENING12' - 2"14' - 4 3/8"83' - 4 1/4"6' - 0"14' - 10"4' - 3"27' - 5 1/2"76' - 5 3/4"6' - 10 3/8"14' - 10"13' - 0"8' - 3"13' - 0"16' - 5 1/2"16' - 1"3' - 0"12' - 2 1/2"19' - 6 1/8"3' - 0"14' - 10 5/8"3' - 0"3' - 3"3' - 0"F4F4TRUSS BEARING POINT31' - 4 1/8"TRUSS BEARING POINT20' - 8"FACE OF DBL GIRDER15' - 10 1/4"19' - 6 1/4"19' - 6 1/4"TRUSS BEARING POINT16' - 4 5/8"S-44SimS-41SimDBL GIRDERBEARING POINTTRUSS BEARING POINTTRIP. GIRDERBEARING POINTBEARING POINT4' - 11"F5FACE OF DBL GIRDER13' - 6 3/4"FACE OF DBL GIRDER13' - 0"FACE TRIP GIRDER4' - 8 1/2"FACE OF DBL GIRDER18' - 10 5/8"F1(2) 60" #5 REBARTIED TO CHAIRS,PLACED 6" FROMINSIDE CORNER(TYP.)6"1' - 4"17' - 3 1/2"1' - 4"4"5' - 10 1/2"1' - 4"11' - 10 5/8"10' - 0"5' - 0"5' - 0"CONCRETEGENERATOR PADELEVATION MIN.7.50 NAVD881ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C.___________________________________CLIENT'S APPROVAL DATE 1/4" = 1'-0"3/8/2021 1:27:20 PMS-1xxxx Noble Oaks LanePort Saint Lucie, FL 34981Al & Maria Pereira1/4" = 1'-0"1FoundationRev. #DescriptionDate1Add Words "Wide & Deep"02/26/21NOTE BUILDER TO VERIFY MULTIPLLY GIRDERS TO BEAR DIRECTLY OVER REINFORCED DOWN CELL.