HomeMy WebLinkAboutMiscellaneous - 1701 Turnpike Street �,�
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FROM PHONE NO. NOV. 12 2001 08:29AM P1
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K-ENGIN EERI N G/MAN U FAGTU RING
106 NEW ROAD CANTERBURY, NH 03224
(603) 783-0429
R. J. KELLEY, INC,
BILL BACYNE
55 CAMBRIDGE ST.
BURLINTON, MA. 01803
NOVEMBER 11,2001
RE;STOR-U-SELF RT. 125-N. ANDOVER,MA,
SITE INSPECTION
DATE OF INSPECTION 11-10-01 BY EDWIN KAMINSKI
SECOND FLOOR POURED WITH 5 1/2"LIGHTWEIGHT CONCRETF,./SEALED.
SOME. 10' STEL L TUBE HEADEPS INSTALLED IN PLACE OF TEMPORARY•WALLS ON FIRST FLOOR.
THERE IS UP TO 1/8"GAP BETWFEN TOP OI'TUBr HEADER AND BOTTOM OF COMPOSITE DECK.
THE GAJ' IS TO BE SHIMMED WITH FLAT S'T'OCK AND TAPCON ANCHORED TO UNDERSIDE OF
DECK BEFORE THETEMPORARY WALT.REMOVED TO FNSURL'T,HAT NO CRACKING IN THE
SECOND FLOOR WILL OCCIJR_
ONF.MAXRIB PANEL IS INSTALLED ON THE FIRST FLOOR WALLS, ALL THE MAXRIB PANELS ARE
TO BE INSTALLED BEFORE THE THIRD FLOOR.SLAB IF,POURED.AS WELL AS ALL THE TUBE
HEADER ON THE. FIRST FLOOR.
SOMI:;JOINTS IN THE FLOOR DECKING SEPAFATED AT THE CONNECTIONS... 'I'HIC CRIMPING; 'POOL
DIE SHOULD BE REPLACED TO ENSURE THE CRIMPS ARF LOCKING"1 HE DECK TOGETHER
PROPERLY.
THERE IS A SMALL AMOUNT OF CRACKING ON THE SJ'COND FLOOR SLAB THAT WILL OCCUR
FROM SHRINKAGE..
NEXT INSPECTION 11-19-01, i
EQ 241 .=i1��9_,MINSKI, P.E.
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K-ENGINEERING/MFG.
106 NEW ROAD
CANTERBURY,N.H.03224
603-783-0429
R.J. KELLEY,INC.
BILL BAGNE
55 CAMBRIDGE ST.
BURLINTON,MA.01803
JANUARY 18,2002
RE; STOR-U—SELF RT. 125—N. ANDOVER,MA.
SITE INSPECTION
DATE OF INSPECTION 1-17-02 BY EDWIN KAMINSKI
CONTINUING THIRD FLOOR FRAMING OF POST AND PURLINS.
CONTINUING TO REPLACE TEMPORARY BRACING WITH PERMANENT BRACING THROUGHOUT.
CORE WALL,ROLL—UP DOORS,AND VERTICAL MAX—RIB PANELS BEING INSTALLED.
NEXT INSPECTION
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EDWIN KAMINSKI,.
CC;STORAGE INC. h w a
K-ENGINEERING/MFG.
106 NEW ROAD
CANTERBURY,N.H.03224
603-783-0429
R.J. KELLEY,INC.
BILL BAGNE
55 CAMBRIDGE ST.
BURLINTON,MA.01803
JANUARY 26,2002
RE;STOR-U-SELF RT. 125-N.ANDOVER,MA.
SITE INSPECTION
DATE OF INSPECTION 1-25-02 BY EDWIN KAMINSKI
CONTINUING THIRD FLOOR FRAMING OF POST AND PURLINS.
CHANGE END BAY SPACE TO 11-4 AND ADD CENTER C COLUMN TO CARRY EXCESS SPAN IN
PURLIN
CONTINUING TO REPLACE TEMPORARY BRACING WITH PERMANENT BRACING THROUGHOUT.
CORE WALL,ROLL-UP DOORS,AND VERTICAL MAX-RIB PANELS BEING INSTALLED.
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NEXT INSPECTI N_v' s }� Y r:
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EDWIN KAMINSKI,'It }
CC;STORAGE INC. u, -