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11-1246-021EL. 19' -6 ".— — B /SLAB L. r� I F6 CD I CV CD - - -- i-n EL '5'--0" F6 EL. 14'-0" - T /TS 10x18x5/8" 11; CD I I N EL.- 11' -0 "_ F6 r IN d I I N a I Q N � Q I N LL F6 a i N EL. 0' -0" T /PAVERS EL 2' -0 T /PILE CAP + GRADE BM STUCCO (B.O. 'L' PNL (� 'U' PNL EL, 19' -6 "EL. 19' -6 B /SLAB B /SLAB �TPNL - -� LEL_18 -9" _ _ _ B /CLG © WINDOWW W2 CURB SECTION (REF: 1+2/A4,14 3 +4/A6.31) GI 1 GC COORDINATE: STONE + STUCCO TO BE INSTALLED AFTER PC ERECTION VERIFY PNL. PROFILE EL.. 11'_ -0" O° CONNX 45 EL. 10' -8_ (� B /PNL - Y + GRADE BM I I - - - - -- — -- C3 EL. 19' -6" _ co B /SLAB II II 1911 1 19 4 II 'I S3 II II �n II 11 II 11 19'11 11119 EL. 14' -0" T /TS 1Ox18x5/8 Ili ill i .III III _ I I 1911 K 1119 111 (Typ) 1111 II 11 II II II 11 EL. 9'-0" -} Ill III ELECT BOX 3 II III S3 II II I I II I I II II I I II ll I I II 1911 I '119 11 I I II 11 II II 11 I1 3411 11 11134 II I I I I _ EL. 0 _ q„ II I I II FL 1 II I I II II I I II II I I II I I 23 a � 423 ° a4 Q a. SECTION 2 (REF. 1 +2/M4 3 +4/A6.31) S3 -o" PLAN SECTION (REF: 3/A6.33) 1' -0" S3 2' -1" P.C. TO P.C. _ J PC CAPITAL ELEVATION (REF; 1 /A6.33) 1�" = 1' -o" L TOP PNL PLAN (REF: -- ) A.� EL. 18' -0" EL. 15' -2" 5„ F6 —( C EL. 18' -0" EL. 15' -0" F6 Ln PLAN SECTION 6 (REF: - -) S 3 A.2 EL, 11' -0" EL. 4' -0" 5„ i i I I 1.5 EL. 18' -101" 6" 6" F2 48 I i I U „ I 6„ ` 6 - - 21-2" - - - -- TOP PNL PLAN (REF: 3/A6.30) cp i 6" 6" 2' -2" PLAN SECTION 4 (REF: 3/A6.30) S 3 111=11-011 181-0 11 15' -0" F6 " PLAN SECTION 5 (REF: 1 " =1' -0" ' I i r��'i Y r 90U,T'A Mi IV1i F3IJILDIN DEPT. I i REVIEW OF STRUCTURAL SUBMIT; ,l, PREPARED BY SPECIALTY ENGINEER sew I NO EXCEPTION TAKEN MAKE CORR'ECTIO1,19 INDICATED ❑ �` REJECTED IiEBU SpJ�AI 'AN" REVIEWED BYI: A DME: SCOTN OF REVI W CON�,ISTS OF: I- TFi" THE I PECIFIED STRUCTURAL ITTAL HAVE 3EEN�FURNISHED. A isI RPESA92. THAT THE SUSMI SEALED BY A FLORI URFGELD R JFSI 3 SENGINEER I OUR NTENT AND UE .r ;CFIEDIR'LI UNDERSTOOD (NO DETAILED CHECK OF CAL ULAI°IONS'' W IS PERFORMED). 4- THNFI,HU CONFIGURATN SET STRUCTURAL SUBMI "I "IAL IS ICONSSTENT WIT THAT ON THE STRUCTURAL CONSTRUCTION DOCUMENTS (NO CHECK OF DIMENSIONS WAS PERFORM1�D EXCEPT AI II_ 'FERI ACE_. ARE, E,A ). 4930 S.W. 74TH COURTIr DDAMIAMI, S.W., (305) 566 -0711 E�t��t�lvcas. �.x, FAX ,- � li ,.. 4 - - WES FREY ENGINEERING, INCORPORATED 3 11/22/11 -- PLAN SECTION 3 1802 SIR HENRYS TRAIL 2 8/25/11 FINAL APPROVAL LAKELAND, FLORIDA 33809 -5033 1 g/23/11 NOT FOR CONSTRUCTION (REF: 3/A6.30) S 3 Ph./Fax: (863) 853 5456 aY CHK! BY 1 " -1' O" REV. DATE DESL'RIYTION ENGINEER NAME STABIL CONCRETE Wesley L. Frey, P.E. 5 PRODUCTS LLC FL. LICENSE NO. 33323 4451 8th AVE, SOUTH ST. PETERSBURG, FLORIDA 33711 ��C,E111JF �,' (727)321 -6000 _ • NO. 33323 JOB DA[i 5J1$ /11 *, SMH r DD ,,& D INC, AS NOTF,D ` MIAMI, FL / S A; E OF / /(" ARELLANO CONSTRUCTION COMPANY JOB NO. 1 1 p A CIIl"rEC r� ��+'f� ��_� �c • � • � • e ������ � ��° BERMELLO AJAMIL & PARTNERS, INC. DEALS OF: �1%�i I S — I SECTIONS i i EL. 11' EL. 4'- ' C) C° n CC C C) V J N W � m PLAN SECTION 6 (REF: - -) S 3 A.2 EL, 11' -0" EL. 4' -0" 5„ i i I I 1.5 EL. 18' -101" 6" 6" F2 48 I i I U „ I 6„ ` 6 - - 21-2" - - - -- TOP PNL PLAN (REF: 3/A6.30) cp i 6" 6" 2' -2" PLAN SECTION 4 (REF: 3/A6.30) S 3 111=11-011 181-0 11 15' -0" F6 " PLAN SECTION 5 (REF: 1 " =1' -0" ' I i r��'i Y r 90U,T'A Mi IV1i F3IJILDIN DEPT. I i REVIEW OF STRUCTURAL SUBMIT; ,l, PREPARED BY SPECIALTY ENGINEER sew I NO EXCEPTION TAKEN MAKE CORR'ECTIO1,19 INDICATED ❑ �` REJECTED IiEBU SpJ�AI 'AN" REVIEWED BYI: A DME: SCOTN OF REVI W CON�,ISTS OF: I- TFi" THE I PECIFIED STRUCTURAL ITTAL HAVE 3EEN�FURNISHED. A isI RPESA92. THAT THE SUSMI SEALED BY A FLORI URFGELD R JFSI 3 SENGINEER I OUR NTENT AND UE .r ;CFIEDIR'LI UNDERSTOOD (NO DETAILED CHECK OF CAL ULAI°IONS'' W IS PERFORMED). 4- THNFI,HU CONFIGURATN SET STRUCTURAL SUBMI "I "IAL IS ICONSSTENT WIT THAT ON THE STRUCTURAL CONSTRUCTION DOCUMENTS (NO CHECK OF DIMENSIONS WAS PERFORM1�D EXCEPT AI II_ 'FERI ACE_. ARE, E,A ). 4930 S.W. 74TH COURTIr DDAMIAMI, S.W., (305) 566 -0711 E�t��t�lvcas. �.x, FAX ,- � li ,.. 4 - - WES FREY ENGINEERING, INCORPORATED 3 11/22/11 -- PLAN SECTION 3 1802 SIR HENRYS TRAIL 2 8/25/11 FINAL APPROVAL LAKELAND, FLORIDA 33809 -5033 1 g/23/11 NOT FOR CONSTRUCTION (REF: 3/A6.30) S 3 Ph./Fax: (863) 853 5456 aY CHK! BY 1 " -1' O" REV. DATE DESL'RIYTION ENGINEER NAME STABIL CONCRETE Wesley L. Frey, P.E. 5 PRODUCTS LLC FL. LICENSE NO. 33323 4451 8th AVE, SOUTH ST. PETERSBURG, FLORIDA 33711 ��C,E111JF �,' (727)321 -6000 _ • NO. 33323 JOB DA[i 5J1$ /11 *, SMH r DD ,,& D INC, AS NOTF,D ` MIAMI, FL / S A; E OF / /(" ARELLANO CONSTRUCTION COMPANY JOB NO. 1 1 p A CIIl"rEC r� ��+'f� ��_� �c • � • � • e ������ � ��° BERMELLO AJAMIL & PARTNERS, INC. DEALS OF: �1%�i I S — I SECTIONS i i