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r ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDIM CODE, NATIONAL ELECTRIC CODE AND CM OF ZEPHYRHILLS ORDINANCES Roe= JUN 162005 FOOTINCz SCHEDULE MC • SIZE REMIRCIM I DEPT14 Fl 2'-01x2'-& (U @ b • 6' O.G. EACH W4Y 1 12' DEEP P2 (u s • 6' = EACH WAY I W DEEP FOJNDATION NOTES: 1. SEE SHEET SNI FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL 5E ON THE SITE FOR THE BUILDINCx INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. I LAV I I r--------------- I 13'-4' 51-4' I 12'-m' x tm'-m' a GONG PAD I A/C PAD I I LOCATION I ELEVATION 5,_m/ I 5,_ 1 — — — — — — — — — — — — — 1 ' I V2 RECESS FOR 0 C.D. - —----- - - - - - - - - - - - - - - �I ------------ ------------- - - —---------------------- +----�---- —� I F- I ; I 12'-3' IT-2' 1 1 I ELEVATION AT V-m' (ASSUMED) iT i 1� 4' CONC. SLAB ON GRADE 1 W/ 6x6 LLMAXWL4 MESH IN TOP ' I I INDICATES 1 -'!S YERt 1QEAAR OF 1 V2' OF SLAB OR 4' .. FIRER MESH CONC. SLAB I I M MASONRY CELL FILLED SOLID W/ CONCRETE. Q, ' OVER 6 MIL VAPOR BARRIER I VERT. REW. SHALL CE HOOKED I ON CLEAK WELL -COMPACTED, I I MTO BEAM ABOVE t FTC. BELOW I YERMI'TE TREATED, GRANULAR II I LAPwwm �UIII� I FILL. �' I/� SPLICED T ----------- ------------------ i A 31- I I I I 3/ 9" GONtt?Gi JOINT I, , •+- -� I I 4 I T I I I I I I I I I=I T 1♦ /�jr _ ��, 1111'�� ( I I N 1 1 II II Q II C' I II3 J I 1I( 11 ► It ' L �xama I I 1 � - DJI1 SIAIK ; 4------------- I 4' I°Yr- I SNO IER a �' I I I X I •.------- —, , •- I I I 1 1 1 I I II I I I ( 1 I I I 1 i i 1 2- WS OL400MAL I I I I I I c4mom SLAB 5'-5' I I I 1.46. - 2'-3' I I I 11� 1 (Typq Au -_ -_ I = --- 104 ---- Tte a I alti � I � I I I I II K ��L4 I21'-2' W'-2' I ' �, -------- _w{---- Am_ ---- -- 23 r o---- ' 12'-8' 5'-2' 1'-4' I'-4' 1'-4' 1'-4' I'-4' 1'-4' I '- '�_ •. IL ��----- 1 • 0 I V2' fWd=M FOR GAR. OR — — — — - — - --� - - --- --- -� • • • • • I 2 F1 F1 ELEVATION (-) 0'-4' _ DROP PRONT WALK 47 4'-r t6'-0'7k 2'-0' LATEST DATE : IN PROCESS DESCRIPTION REVISION DATE 09/24/03 ❑ SAMUEL A. CiREENBERCs, P.E. 034245 ❑ IRUJIN J. BENSON, P.E. *49-158 TO TWE BEST OF THE ENIGMEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST WIND ZONE (2001 EDITION). THIS DRAWMG AND DESIGN 18 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. i N N CA � F 0 z LU z m -op! l QA ift 't � x , Q !L Ir ' N Z Q J Q} V Z w QW o IJ .. Q W O Q I- �_ v J ^ I a DATE 05-21-02 SCALE : AS NOTED DRAWN BY: BILL. VANCIS AUTOCAD FILE NAME 1446ABC ENGINEER OF RECORD DANSCO NG, P.A. SHEET DESCRIPTION : FOUNDATION PLAN