25A-188 (18) i
i
.,rby Building Systems, Inc. /PO. Box 390, Portland, TN 37148/Kirby Drive, Portland,TN 37148/(615) 325 4165
5 _.
f�..... .....o t ..'„v
September 11 , 1987 SEP 24 "19768 81
RAM STRUCTURES , INC . µ
P. O. Box 239 . Gt°tom r ,
Northampton, MA 01061
SUBJECT : KBS Job No . . 5567-B
Owner : E & J Distributors
Job Location : Northampton , ` A
Building Description :
RF BC-1 94 ' x 50 ' x 15 ' 9 1/2” BACK @ 0 . 5 : 12 SLOPE
16 ' 0 1/2" FRONT IF 0 . 5 : 12 SLOPE
Gentlemen :
This is to certif.'s- that the above described metal building system
supplied by Kirby was designed for the Load capacities shown
below as specified to Kirby on Kirby' s purchase order , applied in
accordance with the 1985 Edition of the Massachusetts Code "Zone
1 " .
Frames Live Load. . . . . . . . . . 35 PSF
Roof Live Load. . . . . . . . . . . . 35 PSF
Wind Load. . . . . . . . . . . . . . . . . 12 PSF
Collateral Load. . . . . . . . . . . 3 PSF
Dead Load. . . . . . . . . . . . . . . . . Normaj weight of metal building
components as supplied by Kirby .
The roof system materials supplied by Kirby Building Systems for
this project will , when erected in accordance with Kirby Building
Systems erection instructions and Underwriters Laboratories Con-
struction No . 161 , qualify for an Underwriters Laboratories Class
90 wind uplift rating .
This certification extends only for the loads specified as ap-
plied to the structural components of the buildings designed by
Kirby and erected in accordance with Kirby' s instructions . Note
that Kirby ' s engineer is not acting as the Engineer of Record for
this construction project and is not responsible for observation
or inspection of erection of the building system.
Very truly ,yours ,
Madappa Vi shabhendra, P . E .
i y�isr+r,sFi:r+cru
1� N�.
Senior Design Engineer 26528
/ ..� "rSTb� ,`:,r
3uilding Systems, Inc. /PO. Box 390, Portland, TN 37148/Kirby Drive, Portland, TN 37148/(615)325-4165
9k 3
September 11 , 1987 SEP 7
a
RAM STRUCTURES , INC .
P . 0 . Box 2 3 9 .
Northampton , MA 01061
SUBJECT : KBS Job No . : 5567-C
Owner : E & J Distributors
Job Location : Northampton , NIA
Building Description :
RF BC-3 100 ' x 200 ' w 18 ' EH @ 0 . 5 : 12 SLOPE
Gentlemen :
This is to certify that the above described metal building system
supplied by Kirby was designed for the load capacities shown
below as specified to Kirby on Kirby' s purchase order , applied in
accordance with the 1985 Edition of the Massachusetts Code "Zone
W .
Frames Live Load. . . . . . . . . . 35 PSF
Roof Live Load. . . . . . . . . . . . 35 PSF
Wind Load. . . . . . . . . . . . . . . . . 12 PSF
Collateral Load . . . . . . . . . . . 3 PSF
Dead Load. . . . . . . . . . . . . . . . .Norma.l weight of metal building
components as supplied by Kirby.
The roof system materials supplied by Kirby Building Systems for
this project will , when erected in accordance with Kirby Building
Systems erection instructions and Underwriters Laboratories Con-
struction No . 161 , qualify for an Underwriters Laboratories Class
90 wind uplift rating .
This certification extends only for the loads specified as ap-
plied to the structural components of the buildings designed by
Kirby and erected in accordance with Kirby' s instructions . Note
that Kirby' s engineer is not acting as the Engineer of Record for
this construction project and is not responsible for observation
or inspection of erection of the building system.
Very truly yours ,
F__.,Sty
Madappa Vishabhendra, P.E . j ve.sH,5HENDRA ti
Senior Design Engineer " No 2N2 a
-. cu
MV/dp 'Q%NhL �a�
K iqW Ia.��w,
K" irby Building Systems, Inc. /P.O. Box 390, Portland, TN 37148/Kirby Drive, Portland, TN 37148/(615)325-4165
September 11 , 1987 � :u��'` w !
RAM STRUCTURES , INC .
P. 0. Box 239
Northampton , TEA 01061
sp 2
SUBJECT : KBS Job No . : 5567 LTx KOO IF
Owner : E & J Distributors "" „_
Job Location : Northampton ,
Building Description :
LT 17 ' W x 25 ' L x 11 ' 1 ” LS @ 0 . 5 : 12 SLOPE
Gentlemen :
This is to certify that the above described metal building system
supplied by Rirby was designed for the load capacities shown
below as specified to Kirby on Iiirby' s purchase order , applied in
accordance with the 1985 Edition of the Massachusetts Code "Zone
1 " .
Frames Live Load. . . . . . . . . . ..5 PSF
Roof Live Load. . . . . . . . . . . . 35 PSF
Wind Load. . . . . . . . . . . . . . . . . 12 PSF
Collateral Load . . . . . . . . . . . 3 PSF
Dead Load. . . . . . . . . . . . . . . . . Normal weight of metal building
components as supplied by Kirby .
The roof system materials supplied by Kirby Building Systems for
this project will , when erected in accordance with Kirby Building
Systems erection instructions and Underwriters Laboratories Con-
struction No . 161 , qualify for an Underwriters Laboratories Class
90 wind uplift rating .
This certification extends only for the loads specified as ap-
plied to the structural components of the buildings designed by
Kirby and erected in accordance with Kirby' s instructions . Note
that Kirby' s engineer is not acting as the Engineer of Record for
this construction project and is not responsible for observation
or inspection of erection of the building system .
Very truly- yours ,
• ern _ ,' .:3. f �\
ladappa Vishabhendra, P .E .
Senior Design Engineer ° VRISHABHENDRA
No.28528
MV/dp ,o
4i
\c'7s 0NAt- E�G\�
RAM STRUCTURES, INC. [L[sU'ffCM (11F TRUS v0 UTU
P.O. Box 239
NORTHAMPTON, MASSACHUSETTS 01061
DATE JOB NO.
(413) 586-6102 _ZZr -7
ATTENTION
TO CT Y F1.._ __ ZL X1..,1.. CJ I t�MG HAS
RE:
I-n
WE ARE SENDING YOU XAttached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
yFor your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
SEP 2 41W
COPY TO SIGNED:
If enclosures are not as noted,kindly notify us at jonc ��