OFFICE, CHIEF OF ENGINEERSCONTRACT NO.

ENGINEERING STU DRESISTAN T --DESI

BUIL D INPREP

AM MANNCONSULTI!

NEW

Bv l

"'AD 62 5 7 7

APPENDIX H

DEPARTMENT OF THE ARMYDA 49-129- ENG - 317

OF ATOMIC BLAST^N FOR SEVERALG TYPES'ARED BY

a WHITNEYN ENGINEERS

YORK , N.Y.

Lu IM

OFFICE, CHIEF OF ENGINEERS, ICONTRACT NO. DA4

ENGINEERING STUDYRESISTANT DESIGN

BUILDINGPREPARED

AMMANN 8 mCONSULTING E N

NEW YORK,

I

DRAWING L

DWO NO so-is -01 PROTECTIVE CONjTRuICTICN - AOMiNISTR TION UiL DiNO"1Mit : INtt 9 QP o 10 1B i ., :1 1 9 t lA, .

I lMRU I OI 0 lO s iI

I A! t

I sIA.t

0W2 NO 0-O2-56 PROT:CTIVt CONITfIUCTIOtN -COMMUNICATIONS SUILDINOa1 4 ( T 5 !4 1 1 1 1 0 I O P ol S t A S ; k t 5 l: 1A ' ?#Ik ? tl TI ('G~ I 0¥ S dO PS, i AS ( '*i4

uI YA I Or

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51455 I OP I hO'f SIt&? A5l5IAY

DWO NO G0- 17-02 PROTT.TIV CONITRUCTION - EARTH CCVLRED, CONCRETE IOLO0

51451 I OP I 3O P I SLAI0 R0 1It&It( I OF I OP i I IS? OI I A TAN I

5,4(1? I OP , 'OO00 i A I M IItN

0*0 NO 0-10-01o1(ilPRUItCII CONiSTUCitoN - FARTM COvEALO. R'CTANOULAR

:.mll? 1It0 : 0 It ' I I l A S ISA t

5461? I at IL P". SLAG' S(i'ttlA tSMuT O9 L0 P A 1ll AIIi00ANT

OWO NO GO6-I Of PROTICTIVE CONSTRUCTION - EARTH COVIRLo, 0OU u. StARAIL ARCH

50.MC? I Of I OPll L All PIfgIT&A I

0W4 NO GO-1S-O PROI CTIV[ CONSTRUCtION -E AITm COvfilD. DOiES 0 5t I OF i i I A*t 0 55 1 A qT

i(I? I F I trio P1 iASI IITAm'?CFI 1 IO I *On 5II 51 AS? 115,I?ANvl

I'

IS, DEPARTMENT OF THE ARMYDA49-129-ENG-317

Y OF ATOMIC BLASTIGN FOR SEVERALG TYPES

REPARED BY

a WHITNEYLTING ENGiNErERS

EW YORK, N.Y.

RAWING LIST

OWO NO CC- 1-04 PROTECTIVE CONSTRUCTION - BURIEO. RECTANOULARIMIH TI tI .J f OP

e N lOPSI SllAIT aISTIIAMY

"IggT 'iO0 OLAIt S(I'IIAN?A~ |T [ a I OFOtI0 AS t qO&g OA #, T

OWO NO S0,.10-O0 PRO;ECIIVE CONSTRUCTION - BURIED, DOUBI! BARREL ARC"SHI TSI I ?maU I OF I bU PSI ALAS? AI ITANT

OWO NO SO-1a-o PROTECTIVE CONSTRUCTION - SURIEC, DOMEKI: : 7 THAIJ a or 1 S0PSI SLJt A111tANt

" TOF 10O1 PS LAIl AISI5:TAHfTSll I t P 00 1 LAS ?III ANT

DW0 NO GO-10-0? PROTECTIVE CANSTRUCTION - lUfIiD, CONCRETE ILOOaMIt I T Aib I OF N S '10 ISIIIAllT

sagT T I tI i OP 1 00 Pi LA6 T 4I&00AANT

I I -In-U- I---- II 0il llll ?N

AMMANN & WHfTNIrY 0PARTM9NT OF TNE AftMT

1 B',. AVflIA .3w T!4f4 Av**

CH TITLE SHEET

~4SSLL I~ ' ~~ST1. "r ~AL

--

GE

THE FOLLOWING DRAWINGS ARE PART OF A REPORT ,"ENGI

DIFFERENT BUILDING TYPES", FEBRUARY 1959, SUMMARIZIN

OF DESIGN FOR ATOMIC BLAST RESISTANCE AND THE ES

LOADINGS. THE ADMINISTRATION , COMMUNICATIONS AND

EXISTING STANDARD TYPE STRJCTURES WITHOUT CHANu

THE NON STANDARD TYPE STRUCTURES, i.e., IGLOO, RE

PRESCRIBED EY OCE. THE DESIGN PROCEDURES, UNLESS

DRAFT OF THE CORPS OF ENGINEERS MANUALS EM 1110 -

EFFICTS OF ATOMIC WEAPONS". THESE DRAWING ARE IN

ARE NOT STANDARD DRAWINGS AND ARE NOT INTENDED

FOR PLANNING PURPOSES AND AS THE BASIS FOR DE

GROUND STRUCTURES THE THICKNESS OF THE WALLS AN

AND THEREFORE IN SOME CASES WILL NOT PROVIDE A

COVERED AND .'JRIED STRUCTURES AND THE SHELTER

DESIGNED TO ,PROTECT AGAINST THE INITIAL NUCLEAl

ADEQUATE SHIELDING FROM FALLOUT RADIATION. THE

ADMINISTRATION, COMMUNICATION AND WAREHOUSE BUILDI

WILL REQUIRE ADDITIONAL ANALYSES WHICH WERE N

I

-NERAL NOTES

;INEERING STUDY OF ATOMIC BLAST RESibTANT DESIGN FOR SEVERAL

14( TH. RLSUL1S OF A STUDY TO DL 1 t RMii4t THE - A, T! C A IL IT Y

;TIMATED CONSTRUCTION COST FOR A RANGE OF BLAST FkESSURE

WAREHOUSE DRAWINGS ARE BASED UPON THE HARDE NING OF

GING THE INTERIOR CONFIGURATIONS. THE INTERIOR CONFIGURATIONS OF

ECTANGULAR, DOUBLE AND DOME , ARE BASED UPON D1:'V-NSION5

OTHERWISE NOTED IN THE REPORT WERE BASED UPON THE PRELIMINARY

345-413 THROUGH 421 , "DESIGN OF STRUCTURES TO RESIST THE

qTENDED TO DEPICT THE RESULTS CF THE DESIGN STUDY ONLY THEY

TO REPRESENT RECOMMENDED DESIGN HOWEVER THEY CAN BE USED

VELOPMENT OF REQUIRED DESIGNS. IN THE *DESIGN OF EXPOSED ABOVE

ND ROOF WERE DETERMINED BY BLAST RESISTA-4CE REQUIREMENTS

ADEQUATE 5HIELDING FROM FALLOUT ,SOLATION HOWEVER, THE EAh-H

AREAS IN THE EXPOSED ABOVE GROUND STRUCTURES ,). VE BEEN

R RADIATION AS NOTED ON THE DRAWINGS AND THEREFORE AFFORD

PROVISION OF ADEQUATE THICKNESS IN THE WALLS AND ROOF OF THE

NGS TO PROVIDE THE REQUIRED SHIELDING FROM FALLOUT RADIATION

NOT INCLUDED IN THIS CONTRACT

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