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825 SHERRY DR - REVISION 8-24-17 DWGS I SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE ' m DESIGNATES SAWCUT LINE ;,. ® INTERIOR LOAD BEARING WALL f, DESIGNATES SLAB RECESS Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. beach, Florida 32250 S1.01 rf'' 1 `F, I S1.01 } Ph. 242-0908 Fax. 241-9557 FL: CA# 8344 SC: CA# 3579 77 5ec. AortCJ�1_1_ 11 F7 - - - - - - - - - - - - - iV0 7► • a _. S1.01 S 7B I ' I I I I �;•.• to I S1.01 I I I ONO FOOTING T r ,. jl I (I I I SiEMW LL w/ 2-#5x3 '� Ii I I L_ +'•F`"�`'S� IMM`% A DQW�L EPDXIED 6" MINE I t I 4" CONCRETE SLAB w/ ( I I Luis A. Pontigo, 1' E I S 1.5 LBS CU.YD'. ( FL PE#53311 / F BERM H / I _ - - - - SAWCUT CF _ON-CRETE OR _6x6 -M.4-x-' - - - - xJam`' I I S1.01 ____ Wt/1IF�01' M1L L- -VAPOR- - - - ( I REVISIONS DATE 77" IN PREpA,RED GRADE. I i I I ^7A I I STAIRS BY i ✓tel o I S1.01 I B ILDER - - `� I MONO F 0 NG TO STEMWAL -� I 8'-8" 5'-4"7 ' w/ -#5x30 DOWEL I � II I IEPIOX ED 6 MIN. (TYP f� _._ FIELD ALTERATION i I CPOONTRACTOR SHALL CONTACT LOU NTIGO 5 ASSOCIATES PRIOR TO '- ------ - _-_ _ I + I i MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL 47. I CONSTRUCTION DOCUMENTS.ANY 6 I I I I FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& x I 51 1 ASSOCIATES MAY RESULT IN 1 t i I1 I ADDITIONAL ENGINEERING OR INSPECTION FEES. I" I I I _ ___ -__ _ S1.01 PROVIDE SAW CUTS PER . -5_ S1.0�1, IBUILDER TO COORDINATE WITH FINISH x I I I I FLOR MATERIAL. KI m I , I I 6 ; _1__- _ ' II 8 S1.01 I ( I I I I S1.01 IIIA I III N _... _ ___ _.._-. -� I { 6'-1" 47,-5„ 5'i6j' 6'-10 ' I 8A _ LU M N _ - - -- _ - _ U [� J I d I 76 6 ! 01 S1.01 , I I I j LL IJj 4" CONCRETE I SLAB w DD FIBERMESH @G 1.5 LBS/CU.YD. _ IS1.01I OF CON RETE -@R x6 W1.4xW1.4 I ' ' U � x I I I r r ^ >X I WWF ON 6MIL I VAPO BARRIER I , IN PREPIARED I GRADD r w I I I PROVIDE 2-#4x4'-O" ( ! Z W ` 1 I CORNER CRACK BARS 8 Q AT SLAB MID-DEPTH. 0, 12'-4' x I I S1.o1 6 I I I - - SAWCUT I - - - - _ -t- I �- ' U s1. 1 , - � I /8\ II Q S1.01 I I I I I I I I d I I S1.01 i LD fe- OFFICE COPY - SAWCUT � i � Q ( " y W MONO FO TING TO FOOTIN AT ( 7A . I STEMWAL w/ 2-#5x30" SLAB ELE ATION I I S1.01 �I i) I DOWELS EPDXIED 6" MIN. I I F2.o < ' F . <' I REVISION 8 26 8 Bi'# R&s o , I DATE Fr S1.01 S1.01 S1.01 SIGNED FOUNDATION S1.01 I - - 51.01 � � PLAN STAIRS BY_/ BUILDER DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. �`�� FOUNDATION PLAN FOOTING SCHEDULE AND NOTES PLAN NAME /C V z SCALE: 1/4" = 1'-0" TYPE LENGTH WIDTH DEPTH BOTTOM BARS GRAY RES DESIGN/DRAWN/CIi ECKED F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. ' CS BMB/LAP F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA, WAY BOT. DATE: F3.0 3'-0" S-0" 1'-0" 3-#5 EA. WAY BOT. 05.03.17E F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. SCALE F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. AS NOTED F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. LPA No. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE GRAY-17-00485 FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR CONTROL No. REFERENCE ONLY. 3912 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. SHEET 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED •O PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9 OFFICE COPY c� S1.01 s1.01 ► FT z ([ S.01 H Cf-=r 1.01 MONO FOOTING T I L 51. STEMWALL w/ 2—#5x3 0000 DOWELS EPDXIED 6" MI fi �4 CONCRETE SLAB w/ I II V FIBERMESH ® 1.5 LBS/CU.YD. SAWCUT Q 0 1 7A OF CONCRETE OR 6x6 W1:4xW1.4 I I I S1.01 WWF ON 6MIL VAPOR BARRIER 7 (` IN PREPARED GRADE. z I I 7A I STAIRS BY ~ St.ot BUILDER MONO FOOTING TO STEMWA I r 'T ¢ 0 W// 2—#5x30" DOWEL ' 5'-4" I EPDXIED 6" MIN. (TY8— I r � 00 1 V 0 I 0 O Z u i e i A B REVISij ED m n I 51.01 L� PROVIDE 5/S1 01S AW CUTS R BUILDER TO x COORDINATE WITH FINISH l FLOOR MATERIAL. 6 I s,.a, 51.01 I I 6'-1' 7'-5 5'-6 6' I BA S1.o1 c: c 7B I B I I I ~� OC) Lr1 a I I t S1.01 a 14.. CONCRETEISLAB w/ c , 4 a FIBERMESH ® 1 5 LBS/CU.YD. I O C rq M d < 7q CO I OF CONCRETE OR 6x6 W1.4xW1.4 �C N U I I 51.01 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE.—\ ., — B 4--d T O u- c/, ROVIDE 2—#4x4'-0 KJ Ilzr v LL 00 O I' ORNER CRACK BARS I Stot T SLAB MID—DEPTH. —0 12'-4" I 00 SA _ _ Q ^ O ti 0 6 _ I t 51.01 i " I 1 I T �. o n N ft ` io. 51.0, I 12'-1D" _I I N I (n LCL c. k' I s1.o1 I 0 l I I ISAWCUT I I I I MONO FOOTING TO I — F00TI GS ~ STEMWALL w/ 2—#5x30" SLAB EL ATI 3 St of 3 I DOWELS EPDXIED 6" MIN. fa - - � �e B F2.0 N F2. s,.o, ,A`` y p l N s1.01 v: 00 •• Sl STAIRS BY� Luis A Pontigo PE N BUILDER FOUNDATION P LAN i i * AUG 2 4 2017 ST T OF . � FL PE NO 53311 �',�O,C':c4 8110 `��',