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ON POLYETI- �+ S-2.1 1 j ' L- J WM 16 I- -I- -jM J L -I- 1 , I , MEMBRANE ON 98'. 1 4 CONC. SLAB W/ 6X6 .9 COMPACTED FILL 1 ' -1111.4 X Wl A W.WM. ON 6 MIL I WM 16 I I I wM-36 WM-36 I: POLYETHELENE MEMBRANEh. 1 F - I -- - - - I - L----------- ------------- - - - - -- ON 95% COMPACTED FILL I 2 I 1 I ------ --- - - - - - - -----i-'I J FOUNDATION NOTES: 7(2) 1. SOIL STATEMENT FEE - ;9 ALL SOIL PREPARATION AND COMP TION TO BE 2. INDICATES 8' CMU BE RING WALLS t I I I IN ACCORDANCE WITH GEOTECHNICAL PORT W/ "6048 VERT. AND 9 GA. UDDER TYPE I I L _ _ _ _ J PREPARED BY 'NUTTING ENGINEERS' HORIZONTAL REINF. AT 16'oz. -wm-36 - - - - - _ - _ - - - WM-36 - - - - - - - - • - - - DATED: MAY 2, 2002 MASONRY OPENINGS TO BE AS FOLLOWS_ _ I 1* 6 EACH END SMALLER THAN 6 m' 9 I T.O.S. = t0 0 • 2 5 EACH END _j IN ACCORDANCE WITH THIS REPORT: " 6'-m' , L -- ____-- ------ -----------------� 2 "6 EACH END LARGER THAN 6'-0' I I� 10 C.J.IT01 A. REMOVE ALL TOP SOIL AND VEGETATION, PROVIDE BLOCK COMPRESSIVE STRENGTH 1 I ' TYP. AND ANY ORGANIC MATERIAL BELOW OF 3,'150 P$I: HIGH STRENGTH BLOCK FOR N UNIT CI 1 THE BUILDING AREA PLUS 5 ft. OUTSIDE A NET MASONRY STRESS OF 2,500 PSI (f'm). v UNIT C 1 r . , 15-2.1 B, COMPACT CLEARED AREA WITH A LOT in I I 3 REVERSE VIBRATORY ROLLER TO W% OF DRY 3. INDICATES 8' CMU NON-BEARING WALLS • l/ ,�.:/� DENSITY AS PER A.S.TM. D-1551. W/ "6048' VERT. AND 9 GA. LADDER TYPE • \6 WM-36 WM-36 HORIZONTAL REINF. AT 16'o.c. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I C. BACKFILL WITH CLEAN GRANULAR FILL IN MASONRY OPENINGS TO BE AS FOLLOWS: 0 I F-9_ I LAYERS NOT TO EXCEED 12' MAXIMUM TO I " 6 EACH END SMALLER THAN 6'-0' in F-8 - i L_ 4 _ - - - - • - I 9890 OF DRY DENSITY AS PER AS.TM. D-1551 2 " 5 EACH END 6'-m' r ' I , I 24 ------( - --------------(�) I 2 "6 EACH END LARGER THAN 6'-0' I 24 �y �% D. ALL WORK TO BE MONITORED BY A _ _ _ _ _ _ 5-2.1 _�' SL:1' ' z GEOTECHNICAL ENGINEER THAT SHALL ISSUE PROVIDE BLOCK COMPRESSIVE STRENGTH 17 , I (TYPE I 5-2.1 A LETTER OF COMPLIANCE WITH THE ABOVE OF 3,150 PSI: HIGH STRENGTH BLOCK FOR ;p I K55 1 1 1 I I REVISIONS BY ISSUE FOR PERMIT 02/26/02 04-18-02 SVP u� 0. o c vU a oc oc o 03 nnn 4 a2 �� luul OL rbE n .0 a1� «,: w a A; L ~ 0 U 2 LL W 2 vo p �0 a ^- = c o - J uj l..0 r r� O Lc � oy "a O z� (jn u to �L o„ m � L Y L L 0 •� m _L NC 5w� O °r .• . -- aN �� •.1 / ooE ,• �A•f�,•• • •,• UO3 v Q N N UI v EL N IL N O z O O o p u - 8t8 •- C N m N p N tumNN QQNN � =D��-,- 1: j2 O ` 3LL.mm m0 `n<00VIC 'c_ �o, V J• WM-16 ( I I u�rl-16 PROCEDURE. A NET MASONRY STRESS OF 2,500 F'SI (f'm). I I I- - ' = lUr1_1 1 ' I _ 11F-12 L_ I_ J I. L _ �X WF -12 - • 42 - - ---12'A' - - WF 42 - - � � E. SOIL THUS PREPARED TO HAVE A MINIMUM 0 I I� I • i i • I i 1 �p �L - - �' - - - BEARING CAPACITY OF 6,000 psf. FOR BUILDINGS, 4. -TOP OF FOOTING ELEVATION = TOP OF SLAB I 1 _ = AND 8000 PSF FOR PARKING GARAGE. (EXCEPT PROJECTING FOOTINGS -SEE DETAILS) in ' WM-16 I I IN - ,¢ - F. PROVIDE COMPACTION TEST FOR ALL LAYERS I I I • I I I I I I L _ • �� - - - `-r � - - - - - - - - -�� ��- ' - J 5. G.J. INDICATES: 1/4'X2' DEEP SAWCUT CONTROL F'8 F-1_ - _ WM-16 6'-0' 6'-0' I ,-m' m' WM-16 CONCRETE STRENGTH: GROUND SLAB FOOTINGS = 3,000 PSI JOINT -CUT 24 HR$. MAXIMUM AFTER POUR ^' r I I I I I ,I r , DRAWN 4 0 , � WALLS = 4,500 PSI 6. REFER TO 1/4' SCALE ARCHITECTURAL , _ WM-16 - - I a , w 2 2 L - WF_ CHECKED I F31 1 DRAWINGS FOR WALL OPENINGS AND DIMENSIONS. V� DATE 02/28/02 _ WM-36 WM-36 _ I EL. t0' -m' THESE DRAWINGS EG�UAL$ EL. +125' NGVD L - - _ _ _ _ _ SCALE A5 5HOP4N .I I-------------- ---------- ------ I I - - -_- - L - - - J WF -36 448 - - JOB NO. a5al 1 ------- ----------------- ------ 1 41 ----36 --- SHEET I %�o `�` 'FOUNDATION OUNO0 ,N SCALE: I/8' =1'-�' o o ° o ° - - - ,- �r UN I T C UNIT C %� PARTIAL PLAN • 0 � D 0 �'=A-67,;7 _ _ _ _ _ _ { T� . REVERSE I WM-36 WM-36--_-------J I - --I------------ -- -- ------ -� NORTH 1 i A I s-z.I � 1 WM-36 r- --------- OF SHEETS