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SNOISIA32J �002� 'll5'b9bZ
MAR 2 9 2000
REVISIONS.•
LR7 �Ll 111
CRIB BLOCKING AT COLUMNS,TYPICAL / aPOR,/ c
_,,, / .035 GAL 8"X18"X8" C.M.U. au. STL. STRAP joakfai5� c
—. .'.-- / - 16"Xi6"X4" CONK. PAO �W I
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._._. .—._..— --- ------- 47.1 GRADE o�+$U��
. al $ $:188
5"%16"x8"GMU BLOCK \
\C APPROVED GROUND ANCHOR TO�—` 16"XI6'X4"GpNGRETE PAD \ BE VERIFIED W/SOIL TYPE
1, =• 44
� M 12XII.5 FLOOR GIRDER SECTION A:
�n
13 imp 0 V K I i !el/ 1 L A N
ALE. 1/4',I'-O"
7
'-R 'E 510NIN6 OF 97
P TO Ahi�ioK He/�� FOUNDATION NOTES,
�pv7 I, FOUNDATION DESIEN G^4 `IONS,
NOTE,THE TENSIONING BOLT CAN INSERTED IN THE HEAD FROM EITHER 51DE.
ROOF DEAD L019 S10p sF
NOTICE, IN AREAS OF SEVERE GOLD HEATHER"4ERE POSSIBLE DAMAGE COULD FROM FROST FLOOR LIVE LOX �40 ps?
HEAVE. THE OWNER SHOULD RELEASE SOME OF THE TENSION FROM THE VERTICAL FLOOR DEAD LOAD IO peI"TIE IN EACH FALL, WIND SPEED q0.mph EXP."B",FOR UBG BLD6.CODE
Pilo
FOR U
5f SMI ONE No Ppo .. 2B EXP. •FOR UBG BLD6.CODE ■1
SEISMIC ZONE 2 FOR 580 BLDG COPE
2. INSTALL HARD WOOD SHIMS,AS REQUIRED,A MINIMUM OF 18"ABOVE Z
GRADE,U5E GGA PRESSURE TREATED MATERIAL FOR ANY WOOD SHIMS >No
F INSTALLED GL05E1¢THAN 18"TO GROUND, (�
�J S. PROVIDE ACCESSIBLE UNVER-FLOOR AREAS HUTH AN 18-X 24"AGGE55
DOOR,
4, PROVIDE FOUNDATION SKIRTING WITH VENTILATION OPENINGS MEETING
THE FOLLOWING REQUIREMENTS,
UBG SECTION 2516 W OR r"
I.INSERT BOLT INTO HEAD,ATTACH ].INSERT STRAP IN SLOT OF BOLT W. S.BEND STRAP qO"Alm TAKE AT B SBG SECTION IB02.6.5 OR
I'UT LOOSELY. OR UNTIL sr T.
15 FLUSH HITH FAR LEAST 4 O,OHq_ETE TWNS ON BOLT G1 AS REQUIRED BY LOCAL BUILDING OFFICIAL.
SIDE OF 80LT. UNTIL STRAP 15 TAUT.
S. USE HOLLOW LOAD-BEARING CONCRETE MASONRY RATED FOR A MINIMUM
COMPRESSIVE STRENGTH OF 1000 pet ON THE GROSS AREA,
OR USE SOLID LOAD-BEARING CONCRETE MASONRY RATED FOR A MINIMUM
COMPRESSIVE STRENGTH OF 1800 psi ON THE GROSS AREA. It
6. DO NOT STACK BLOCK FOUNDATION PIERS HIGHER THAN THREE TIMES iJ
THE PIERS LEAST DIMENSION.
"I. PRESUMED SOIL PROPERTIES ARE A MINIMUM OF 2500 pat LOAD BEARIN6 1/
CAPACITY,AND A PLASTICITY INDEX LESS THAN 15.
8. OWNER SHALL VERIFY THAT ACTUAL 501L CONDITIONS AT INSTALLATION
SITE,MEET OR EXCEED THE PRESUMED SOIL PROPERTIES STATED ABOVE. �}
OWNER SHALL NOTIFY RAMTECH,VIA A 501L ANALY515 REPORT, OF SOIL `®
CONDITIONS DIFPERIN6 FROM THOSE STATED ABOVE. ^/
4.BOLT 15 TURNEDRA S Ny"SOCKET 5.TO HOLD BOLT IMDER TENSION Wi1LE 6.ALIGN 5WARE SHOADER OF BOLT q, INSTALL FOOTINGS ON UNDISTURBED GOMPACTW 501L OF UNIFORM i
ON HE H,OR AD"15TABLE WRETIOf, REPOFiiTIONINS TRENCH,AN OPEN- DUTH ARE HOLE W AN[AR HEAD. DENSITY AND THICKNESS.
ON HEX HEAD. END WRENOH IS PLACED ON 14, (SHAFT OF BOLT OHMITTED FOR
SQUARE SHat-DERS OF BOLT. GL.Ntitt) 10.FOUNDATION SUB-CONTRACTOR SHALL DETERMINE FINAL ELEVATION
OF FOOTINGS. A TOLERANCE OF 1/4"VARIATION 15 PERMITTED ACROSS
ALL FOUNDATION ELEMENT'S INTENDED TO TERMINATE AT THE SANE
rLp
ELEVATION. (�
H. AFTER ASSEMBLY,A MODULAR BUILDING DIMENSIONS ARE SLIGHTLY LARGER
THAN THE NET DIMENSIONS 5HOWN ON THE FLOOR PLAN, THIS 15 A COMMON
OCCURRENCE. THE INCREASE 15 GALLED"MODULAR GROWTH FACTOR." THE
DIMENSIONS SMOWN ON THIS FOIRNpATION PLAN,REFLECT THE MAXIMUM
GROWTH FACTOR ANT'IGIPATED FOR THIS BUILDING. w
12.TIE DOWNS SHALL BE INSTALLED AS SPECIFIED ON FLOOR PLAN SOIL TYPE SHALL
BE ERIIFIEED TO A55URE PROPER ANCHOR SELECTION PER MANUFACTURER
T,HOLDING HEX HEAD OF Eq.T IN B.WITH SHOULDERS IOW IN LOCK- 9.TENSIONING DEVICE 15 NOW IN 0.ANCHOR SPECIFIED TO BE"MINUTE MAN"4456-S,FOR MEDIUM DENSE COARSE
} POSiT1O4,TIGHTEN NUT TO DRAW INS POSITIO.CONTINE TO t16HTEN LOOKED,SECURE POSITION. 5ANpS,SANDY GRAVELS,VERY STIFF SILTS AND CLAYS,
SOLI!. SHOULDERS INTO SQUARE NUT.
DAIS: 1'�"48
,..... HOLE. 14.ANCHOR ASSEMBLY,STRAP,AND ASSOCIATED HARDWARE SHALL BE
CORROSION RESISTANT. WTAMN BY: IEJ'
IS.GROUND ANCHOR AND STRAP INSTALLATION SHALL BE INSPECTED BY LOCAL d# M
AUTHORITIES. _
Tom Mwtnmkw SHEET NO,
!JAN 18 W A115.2
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