2007-663 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE 0CCUTP-A-N- CY
Permit Number. P20070663 Date Issued: Monday, November 17, 2008
This is to certify that work requested to be done as shown by Permit Number P20070663
has been completed.
Location: WARREN St
Tax Map Number. 523400-310-007-0001-001-000-0000
Owner: G F LEHIGH CEMENT CO.
Applicant: G F LEHIGH CEMENT CO.
This structure may be occupied as a:
Commercial Addition
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the /l
property owner of the responsibility for compliance with Site Plan, T�
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20070663 Application Number: A20070663
Tax Map No: 523400-310-007-0001-001-000-0000
Permission is hereby granted to: G F LEHIGH CEMENT CO.
For property located at: WARREN St
in the Town of Queensbury, to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: G F LEHIGH CEMENT CO.
313 LOWER WARREN St Commercial Addition $370,000.00
GLENS FALLS, NY 12801-0000 Total Value $370,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2007-663
973 SQ FT COMMERCIAL UNHEATED
$48.65 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, November 15,2008
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the rT jeeu� November 15, 2007
,y
SIGNED BY ^ for the Town of Queensbury.
Director of Building&Code Enforcement
.................._........,......._..._._......_...__.,_.___.._�. .; f. _....,._ ......
OFFICE USE ONLY I
s
TAX MAP N0. �f���� � PERMIT N0._�
, 10
FEES: PERMIT RECREATION ENGINEERING
(If applicable)
_______________________________
PRINCIPAL STRUCTURE:
APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO
REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. ,, /
APPLICANT/BUILDER: OWNER: le 4,5.1 Al.- l'eas-t Cem el
CO.
ADDRESS: ADDRESS: 3/3 �,r�� ��'�'
PHONE NOS. PHONE NOS.(j/f 7�9- 1/,32
x-�37
CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: �� ��"� � s�� PHONE: 9'1137
LOCATION OF PROPERTY:
SUBDIVISION NAME:
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT
APPLY TO YOUR z 0 L O d w U- C/)
PROJECT 00 0 J 0 = _
u_ Q a- U
Z Q Q "1 C'J Z C'1 F- H 0 H W Z
u7 N cn 0 LL ►— u_ CL =
SINGLE FAMILY
TWO-FAMILY
MULTI-FAMILY
(NO.of UNITS )
TOWNHOUSE
BUSINESS OFFICE
RETAIL-
MERCANTILE
FACTORY
NDUSTRIALR0I) E-�)
ATTACHED
GARAGE(1,2,3)
OTHER
IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:
ESTIMATED CONSTRUCTION COST: `�3�4 DOd FUEL TYPE:
HEAT TYPE: -' *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S):
ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 1Vo
IS THIS A HISTORIC SITE? A/4
PROPOSED USE OF BUILDING OR ADDITION: l>�'i�- ��f°- Q� % �£' ��^� ' z-
*Please complete a separate Application for"Fuel Burning Appliances R Chimneys" available in our office
�r
B 3-LGL 11-05
ACN- T "„� „�n�_nnitelf�erti . r,,,ri„M,��„+„ T7D910111"MONI' nlWrp • 742 Rau Road. Oueensburu, NY 12804
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?
ARE THERE EASEMENTS ON PROPERTY? �c�
I acknowledge no construction activities shall be commenced prior to issuance of a valid
permit. I certify that the application, plans, and supporting materials are a true and
complete statement/description of the work proposed, that all work will be performed in
accordance with the NY State Building Codes, local building laws and ordinances, and in
conformance with local zoning regulations. l acknowledge that prior to occupying the
facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand
that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above.
Signed � -
Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction
codes or septic systems)
Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process,
application requirements or to schedule an appointment)
....................................................; r.....r.................
.......
......................0
Permission is hereby granted to the above ; This application / proposed action described
Applicant to erect or alter the building ; herein is found to be in accordance with the
described herein in accordance with said zoning Laws of the Town of Queensbury.
Application:
,
B & CO PROVAL ; ZONING APPROVAL
,
DATE DATE
:...................................................: .
.........................
QUESTIONS? CALL 761-8256 OR EMAIL
codes apaueensburv.net
VISIT OUR WESSITE FOR MORE INFORMATION
Office Use Only www.gueensbury.net
Operating Permit Issued: Yes No
Occupancy Type: Construction Classification:
Assembly Occupancy Limit: Special Conditions:
" Town of Queensbunj - Community Development Office ■ 742 Bay Road, Queensbury, NY 12804
40
Inspection for Permit to Occupy
Fire Marshals (Mce Request Rec'd Permit No. / Y
Town of Queensbury
742 Bay Road T 1
Queensbury,NY 12804 Scheduled Inspection Date: Time: 1
Phone: (518)761-8206 Business Name: L4-4 �m�►J\
Fax: (518) 745-4437 Location:
T of kupocNon N/A Yes No
NO
EXITS:
Exit Access
Exit Enclosure COMMENTS
Exit Discharge
AISLES:
Main Aisle Width
Se conclary Aisle Width
EXIT SIGNAGE
Sign-normal V
Si -batter
EVAC signs in rooms
TRUSS ID SIGNAGE
EMERGENCY LIGHTING
FIRE EXTINGUISHER:
Hun
Ins ection of extinguisher
FIRE ALARM SYSTEM
Fan Shutdown
Fire Sprinkler System FDC
Fire Suppression-kitchen
Fire Suppression-Gas Islan
Generator
Hood Installation
Elevator
Interior Finishes
Storage
Compressed Gas
Clearance to Sprinklers
Clearance to Electrical
Electric Wiring Enclosed/Labeled
Combustible Waste
Vehicle Impact Protection
Knox Box
F.D.Si na e-Utility Rooms
No Smoking Signs
Maximum Occupancy Sign
Emergency Evacuation Plan
Approved (If no other approvals apply,the B&C Office Will ss the ertificate of Occupancy)
❑ Denied / call for Recheck
Inspected By:
L:\FireMarshal\New Folder\permitto occupyform.doc
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection requsf received: f s�
Queensbury Building&Code Enforcement Arrive: 'rt+ , an,7p %: Depart am/pm .'
742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials`
NAME: PERMIT#: J
LOCATION: INSPECT ON: _/t
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers "
_Monolitl�icFSlab�- .. .
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement ._
of the concrete.
Materials for this purpose on site. t
li L Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection P ection Report ``r ( 'eft
� -�
Office No.(518)761-8256 Date In tion t iv 1 "I .v$
Queensbury Building&Code Enforcement Arrive: ° Depart: m
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi
NAME: P T#:
LOCATION: SPECT ON:
TYPE OF STRUCTURE: ,r - r i �2
po b — Comments
Y N N/A
Footings
Piers 01
Monolithic Slab
Reinforcement in Pla6e
L61 RIF- MA
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
the concrete.M
Materials for this purpose on site.
Foundation/Wallpour --
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date Inspe��n requrDepart:
Queensbury Building&Code Enforcement Arrive:
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.
NAME: l �C - J ERMIT#: 0 `v
LOCATION: U i; (z ,,, S i INSPECT ON: Cf
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
M lithi
Reinforcement in Place
The contractor is responsible for ��
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
oundation/Wallpour Ff 1� \��-
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
T�2A' -' 0
-/C�Foundation Inspection Repo
Office No.(518)761-8256 Date Ins tion r e ce' O
Queensbury Building&Code Enforcement Arrive: Depart: f
742 Bay Rd.,Queensbury,NY 12804 Inspector's s•
NAME: 4 p RMIT#:
LOCATION: SPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings J
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purWse on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
,A-� , /�) _ /)_ Ptj-\,
I
Foundation Inspection Report
Office No.(518)761-8256 Date Ins tion r d: /d / 7
Queensbury Building&Code Enforcement Arrive: ` Depart:
742 Bay Rd.,Queensbury,NY 12804 Inspector's In* s:
NAME: C �l car�� P T#:
LOCATION: �. .L, ,t SPECT ON: j' 6
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
s or se on site.
oundation/Wallpour
Rem orcement in Place
Footing Dowels or Keyway in place A
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date In '0 r st r ved.
Queensbury Building&Code Enforcement Arrive: Depart:
742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini
NAME: `_ ��� E T#: ^CUCF'
LOCATION: IN ECT ON:
TYPE OF STRUCTURE:
W"
Comments
Y N/A
Footing
Monolithic Slab
Reinforcement in Place `� \
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place �J.
41/1 Foundation Dampproofing " F 1��
Foundation Wa fmg
-------------
Footing Drain ay ight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
7- , t
Foundation Inspection Report G U
Office No.(518)761-8256 Date Ins tion e iv 1,07
Queensbury Building&Code Enforcement Arrive: art:
742 Bay Rd.,Queensbury,NY 12804 Inspector's f
NAME: G _ L �� i S �_ Cam^ l T#: O / ' 4P 3
LOCATION: k/„�(L�2� C_ it INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LABuilding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
e--10
Foundation Inspection Report
Office No.(518)761-8256 Date Ins tion re st i
Queensbury Building&Code Enforcement Arrive: 2b epart: am/
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia s.
NAME: T#:
LOCATION: INSPECT ON:
TYPE OF STRUC
Comments
Y 01N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
ete.
Materials for se on site.
Foundation/Wallpo
lksWbrcem ace
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Commercial Final Inspection Report
Office No.: (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: j 0 1.4) am/pm Depart: am/pm
742 Bay Road,Queensbury,NY 12804 Inspector's Initials:
NAME: !' PERMIT#:
LOCATION: C DATE:
COMMENTS:
Y N NA
Chimney/"B"Vent/Direct Vent Location
Plumbing Vent Through Roof 6"/Roof Complete
Exterior Finish/Grade Complete 6"in 10' or Equivalent
Interior/Exterior Guardrails 42 in. Platform/Decks
Interior/Exterior Ballisters 4 in. Spacing Platform/Decks
Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11"
Vestibules For Exit doors>3000 s . ft.
All Doors 36 in.w/Lever Handles/Panic Hardware,if required
Exits At Grade Or Platform 36 w)x 44"(1)/Canopy or Equiv.
Gas Valve Shut-off Exposed&Regulator 18" Above Grade
Floor Bathroom Watertight/Other Floors Oka
Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum
Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft.or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area
Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors
> 10%> 1000 s .ft.
3/a Hour Corridor Doors&Closers
Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire
Dampers/Fire Doors
Ceiling Fire Stopping, 3,000 s . ft. Wood Frame
Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24"
Smoke Vents Or Fan, if required
Elevator Operation and Si a e/Shaft Sealed
Handicapped Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Si na e
Public Toilet Room Handicapped Accessible
Handicapped Service Counters, 34 in., Checkout 36"
Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides]
Active Listening System and Signage Assembly Space
Final Electrical
Site Plan/Variance required
Final Survey,New.Structure/Flood Plain certification,if reg.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway
Water Fountain or Cooler
Building Access All Sides by 20' /Driveable Surface 20'wide
Okay To Issue Temp. or Permanent C/O
Okay To Issue C/C
L:\Building& Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc
FIRE MARSHAL'S OFFICE
Town of Queensbury
742 Bay Road, Queensbury, NY 12804
" Home of Natural Beauty ... A Good Place to Live "
PLAN REVIEW
Lehigh Northeast Cement
2007-663
11/5/2007
I have reviewed the submitted drawings for the above project, and offer the
following:
1) Provide Exit signs at all exits, two of those signs shall be Exit & EL
Combo-paks
2) Please provide fire extinguisher locations per NYSFC Section 906.1
Depu Fire Marshal
Gary K. Stillman
742 Bay Road
Queensbury NY 12804
518 761 8206
firemarshal@queensbury.net
Fire Marshal 's Office • Phone: 518-761-8206 Fax: 518-745-4437
flremat-shal@qucensbury.net - Wunv.queensbur .net
Lehigh Valley
-.- ----------------------_�_ _ Technical Associates,lnc.
November 13, 2008
Lehigh Northeast Cement Company
Attn: Edward S. Kokoski Fax: (518) 745-1604
313 Warren Street
P. O. Box 440
Glens Falls, NY 12801
Re: Grinding Aid Building
Buidling Pennit No. P20070662
Site Plan No. 51-2007
LVTA Project No. 62840
Dear Ed,
This letter is to certify that we are the Engineer of Record for the above-referenced building
project and that we have inspected the work and find it to be in accordance with the construction
documents.
Further, to the best of my knowledge information and belief, the building has been designed and
constructed in accordance with the applicable building codes.
If you have any questions, please feel free to contact me.
Sincerely yours,
Kenneth S.Peoples
O
Kenneth S. Peoples, P. E. qSOF NEW
w
078142
� SSIONP~
Nove ,2008
N.Y.PROFESSIONAL ENGINEER
NO. 078142
CONSULTING ENGINEERING/FABRICATION DETAILS
1584 Weaversville Road, Northampton, PA 18067-9039
Phone: 610-262-6345 Fax: 610-262-8188
CONSTRUCTION TECHNOLOGY
I William SUcct. Ballston Lake,Neva York 12019
Mimic: (>18)399-1848 Fax:(5 18)399-19 13
CLIENT LEHIGH CEMENT COMPANY REPORT NUMBER: 1 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 11/19/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: BRYAN CASAW #12
ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR
PROJECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84276
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
PLACEMENT LOCATION OF LOAD# 1 FOOTING:A/2-B.5/2
PLACEMENT LOCATION OF LOAD# 2 FOOTING:B/G @ 1.5/2
DELIVERED LOAD NUMBER.: 1 2
i RUCK NUMBER/TICKET NUMBER. 215/ 35314 195 ! 35316
YARDAGE DELIVERED/SUBTOTAL. 11.00/ 11.00 10.00 / 21.00
TIMECONC BATCHED/ARRIVED: 11.35I 12.01 1157 / 12.32
TIME PLACEMENT BEGAN/ENDED: 12.09/ 12.17 12.39 / 1.00
CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 070 1.05
SLUMP ON ARRIVAL (INCHES) 3.50 3.50
WATER ADDED ONSITE(GALLONS):
WATER ADDED AT DISCRETION OF.
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
PLACEMENT SLUMP(INCH) (SPEC: 5.00) 3.50 3.50
ENTRAINED AIR (%VOL) (SPEC: 4,00 - 7-00) 4.20
UNIT WEIGHT (PCF) (SPEC: ) 148.69
CONCRETE TEMP- (F) (SPEC 45 - 85) 72 70
NUMBER OF TEST SPECIMEN CAST: 6
LAB CYLINDER CONTROL NUMBERS 84276- 84281
DISCREPANCIES&REMARKS:
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM C39
DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS I UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/20/07
CEMENT LBS. CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT
CEMENT LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I.
WATER GAL-
COARSE AGGREGATE#1 LBS. 84276 11/26/07 7 128,850 4560
COARSE AGGREGATE#2: LBS. 84277 11/26/07 7 125,700 4450
COARSE AGGREGATE#3 LBS. 84278 12,17/07 28
FINE AGGREGATE: LBS. 84279 12/17/07 28
ADMIXTURE#1: OZS 84280 12/17/07 28
ADMIXTURE#2. OZS- I 84281 SPARE
ADMIXTURE#3 OZS.
AIR ENTRAINING AGENT: OZS.
REPORT DISTRIBUTION:
FILE 5.
SUPPLIER 6
7:
I 8:
F-.ESPECI FULLY SUBMITTED,
CONSTRUCTION TECHNOLOGY
TOM JOSLIN,S.E.T. (NICET)
MANAGER TECHNICAL SVCS
CONSTRUCTION TECHNOLOGY
I `v1'illiam Sheet. Ballston bake_Nc\\ York 12019
i honc: ISIS) 399-1848 Fax:(518)399-1913
CLIENT LEHIGH CEMENT COMPANY REPORT NUMBER: 2 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 11/28/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: TONY SHAHINIAN#20
A FT'N MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLOUDY
PROJECT. GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS, NY. OUR FILE LOCATION: 84522
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
PLACEMENT LOCATION OF LOAD# 1 : FOOTING:SITE SPECIFIC LOCATION MAP ON FILE
PLACEMENT LOCATION OF LOAD# 2: FOOTING.SITE SPECIFIC LOCATION MAP ON FILE
DELIVERED LOAD NUMBER: 1 2
?RUCK NUMBER i TICKET NUMBER 203/ 35433 215 / 35436
YARDAGE DELIVERED/SUBTOTAL: 7.50 i T50 T50 / 15.00
TIME CONC. BATCHED/ARRIVED: 11.09/ 11.18 11.34 / 11.45
:ME PLACEMENT BEGAN/ENDED. 11.24/ 11.39 11 50 / 12.09
CONCRETE AGE(HOURS) (SPEC: MAX L50) 0.50 058
SLUMP ON ARRIVAL (INCHES) 4.25 4.00
WATER ADDED ONSITE(GALLONS)'
WATER ADDED AT DISCRETION OF.
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE.
PLACEMENT SLUMP(INCH) (SPEC 5.00) 4 25 4.00
ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 5.80
UNIT WEIGHT (PCF) (SPEC ) 148.13
CONCRETE TEMP (F) (SPEC: 45 - 85) 63 63
NUMBER OF TEST SPECIMEN CAST: 6
1 1B CYLINDER CONTROL NUMBERS 84522- 84527
i)ISCRFPANCIES&REMARKS:
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/29/07
EMENT LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT
CEMFNT LBS NUMBER DATE DAYS & BREAK TYPE P.S.I.
VVAT E R: GAL,
COARSE AGGREGATE#1: LBS. 84522 12/05/07 7 114,050 4030
COARSE AGGREGATE#2: LBS. 84523 12/05/07 7 112,950 4000
,.: )ARSE AGGREGATE#3 LBS. 84524 12/26/07 28
NE AGGREGATE LBS, 84525 12/26/07 28
ADMIXTURE#1 OZS 84526 12/26/07 28
ADMIXTURE#2 OZS ' 84527 SPARE
ADMIXTURE#3 CzS-
AiR ENTRAINING AGENT OZS.
REPORT DISTRIBUTION:
FILE o
SUPPLIER G
� I
8
RESPECTFULLY SUBMITTED.
_QNSTRUCTION TECHNOLOGY
OM JOSLIN,S.E.T. (NICET)
MANAGER TECHNICAL SVCS.
'0. NSTRUCTION TECHNOLOGY
I '%A illi,lni tilrc�l- Ballston Lakc.Nc\\ York 12019
I'll"j is o I S)l99-1848 Fax: 018) 99-191 i
CLIEN? LEHIGH CEMENT COMPANY REPORT NUMBER: 3 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 12/05/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: BOB BEHAN #6
Al IN MR.EDWARD KOKOSKI AMBIENT WEATHER: 20's:LT.SNOW
PROJECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84782
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
PI_AC:ENIENT LOCATION OF LOAD# 1 FOUNDATION WALL:SITE SPECIFIC LOCATION MAP ON FILE
PLACEMENT LOCATION OF LOAD# 2 FOUNDATION WALL SITE SPECIFIC LOCATION MAP ON FILE
DELIVERED LOAD NUMBER: 1 2
1 RUCK NUMBER/TICKET NUMBER. 171 / 35527 194 / 35529
YARDAGE DELIVERED/SUBTOTAL 8.00/ 800 4.00 / 12,00
"I IME CONC. BATCHED/ARRIVED: 12.08/ 12A3 12,52 1.15
IMF PLACEMENT BEGAN/ENDED. 1250; 1,28 1,32 ! 1.56
CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.33 1.07
-UNIP ON ARRIVAL (INCHES): 375 4,50
iNAFLR ADDED ONSITE(GALLONS)
VVATcR ADDED AT DISCRETION OF.
SLUMP OF CONCRETE INTO PUMP IF APPLICABLE:
i".;,CEMENT SLUMP(INCH) (SPEC: 500 3.75 4.50
N?RAiNED AIR (%VOL) (SPEC. 4.00 - 7.00) 6-10
I-iNIT VVEIGH T (PCF) (SPEC. ) 147,16
CONCRETE TEMP (F) (SPEC 45 - 85) 63 62
NUMBER OF TEST SPECIMEN CAST. 6
.AR CYLINDER CONTROL NUMBERS 84782- 84787
DISCREPANCIES&REMARKS:
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
,,UNCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. I CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
F.SIGN iRENGTH&FORMULA: 4000 P S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/06/07
CEMENT LBS. CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT
i_P✓EN I LBS. NUMBER DATE DAYS & BREAK TYPE P.S I.
bVjAT ER GAI_,
COARSE AGGREGATE#1: LBS. 84782 12/12/07 7 119,350 4220
COARSE AGGREGATE#2 LBS 84783 12/12/07 7 118,150 4180
^RSF AGGREGATE#3 LBS 84784 01/02/08 28
NF AGGREGATE LBS- 84785 01/02/08 28
;i1{XTURE#1_ OZS. 84786 01/02/08 28
A!)l .X FURE#2: OZS. 84787 SPARE
U�ti11:TUBE#3 OZS.
'•!R.EN-TRAINING AGENT: OZS.
I
I
F-(ll DISTRIBUTION:
F!LE 5
SUPPLIER 6.
F 1` < 1 FULLY SUBMITTED,
t ONSTRUCTION TECHNOLOGY
1()NI .IOSLIN.S E T. (NICET)
ImANAGER TECHNICAL SVCS.
CONSTRUCTION TECHNOLOGY
I \\illiam SU'cct. Ballston Lake.No% York 12019
Phonc: (�18)399-18-18 Fax:(518)399-19 13
CLIENT LEHIGH CEMENT COMPANY REPORT NUMBER: 1 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 11/19/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: BRYAN CASAW #12
ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR
PROJECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS, NY. OUR FILE LOCATION: 84276
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
PLACEMENT LOCATION OF LOAD# 1 FOOTING:A/2-B.5/2
PLACEMENT LOCATION OF LOAD# 2 FOOTING:B/G @ 1.5/2
DELIVERED LOAD NUMBER: 1 2
TRUCK NUMBER/TICKET NUMBER: 215/ 35314 195 / 35316
YARDAGE DELIVERED/SUBTOTAL. 11 00/ 11.00 10.00 ! 21.00
TIME CONC BATCHED/ARRIVED 11.35! 12 01 1157 / 12.32
TIME PLACEMENT BEGAN/ENDED. 1209/ i2.17 12,39 / 1.00
CONCRETE AGE(HOURS) (SPEC MAX: 1.50) 0,70 1.05
SLUMP ON ARRIVAL (INCHES): 3.50 3.50
WATER ADDED ONSITE(GALLONS)
b^JATER ADDED AT DISCRETION OF
SLUMP OF CONCRETE INTO PUMP IF APPLICABLE:
PLACEMENT SLUMP(INCH) (SPEC 5 00) 3.50 3.50
ENTRAINED AIR (%VOL) (SPEC. 4 00 - 7.00) 4 20
UNIT WEIGHT (PCF) (SPEC ) 148.69
CONCRETE TEMP (F) (SPEC 45 - 85) 72 70
NUMBER OF TEST SPECIMEN CAST 6
LAB CYLINDER CONTROL NUMBERS 84276- 84281
DISCREPANCIES&REMARKS:
UNLESS NOTED ALL TESTING JAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
CONCRE(E SUPPLIER: CLEMENTE LATHAM CONCRETE CORP CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
DESIGN STRENGTH&FORMULA 4000 P.S I @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/20/07
CEIVIENT LBS, CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT
CEMENT LBS NUMBER DATE DAYS & BREAK TYPE P.S.I.
'0,'A?ER GAL.
COARSE AGGREGATE#1 LBS. 84276 11/26/07 7 128,850 4560
COARSE AGGREGATE#2. IRS 84277 11/26/07 7 125,700 4450
COARSE AGGREGATE#3: LBS. 84278 12/17/07 28 131,000 4630
FiNE AGGREGATE LBS, 84279 12/17/07 28 133,250 4710
ADMIXTURE#1. OZS 84280 12/17/07 28 130,400 4610
ADMIXTURE#2: OZS 84281 SPARE
ADMIXTURE#3: OZS.
AIR ENTRAINING AGENT. OZS.
REPORT DISTRIBUTION.
FILE 5:
2 SUPPLIER 6
7:
8
RESPECTFULLY SUBMITTED,
CONSTRUCTION TECHNOLOGY
TOM JOSLIN,S.E.T (NICET)
IaANAGER TECHNICAL SVCS.
CONSTRUCTION TECHNOLOGY
4 William Street,Ballston Lake,New York 12019
Phone:(518)399-1848 Fax:(518)399-1913
CLIENT: LEHIGH CEMENT COMPANY REPORT NUMBER: 4 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 12/12/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: TONY SHAHINIAN#20
ATT'M MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR
PROJECT: GRINDER AID BUILDING:LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84980
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
PLACEMENT LOCATION OF LOAD# 1 FOUNDATION WALL:D/1 -D/2
PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:D/2-C/2-B/1
DELIVERED LOAD NUMBER: 1 2
TRUCK NUMBER/TICKET NUMBER: 158/ 35608 203 / 35610
YARDAGE DELIVERED/SUBTOTAL: 3.00/ 3.00 10.00 / 13.00
TIME CONC. BATCHED/ARRIVED- 2.23/ 2.33 2-36 / 2.45
TIME PLACEMENT BEGAN/ENDED: 2.37/ 2.49 2.51 / 3.15
CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.43 0.65
SLUMP ON ARRIVAL (INCHES) 4.50 4.75
WATER ADDED ONSITE(GALLONS)
WATER ADDED AT DISCRETION OF
SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.50 4.75
ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 4.60
UNIT WEIGHT (PCF) (SPEC - ) 150.72
CONCRETE TEMP. (F) (SPEC 45 - 85 ) 61 61
NUMBER OF TEST SPECIMEN CAST 6
LAB CYLINDER CONTROL NUMBER: 84980 - 84985
DISCREPANCIES&REMARKS:
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/13/07
CEMENT: LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT
CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I.
WATER: GAL.
COARSE AGGREGATE#1: LBS. 84980 12/19/07 7 1,04,300 3690
COARSE AGGREGATE#2: LBS. 84981 12/19/07 7 105,000 3710
COARSE AGGREGATE#3: LBS. 84982 01/09/08 28
FINE AGGREGATE: LBS. 84983 01/09/08 28
ADMIXTURE#1: OZS. 84984 01/09/08 28
ADMIXTURE#2: OZS. 84985 SPARE
ADMIXTURE#3: OZS.
AIR ENTRAINING AGENT: OZS.
REPORT DISTRIBUTION:
1:FILE 5:
2:SUPPLIER 6:
3: 7:
4: 8:
RESPECTFULLY SUBMITTED,
CONSTRUCTION TECHNOLOGY
TOM JOSLIN,S.E.T. (NICET)
MANAGER TECHNICAL SVCS.
('ONSTRUCTION TECHNOLOGY
1 `\dl mi) SII-co. lladklon Lake-Ne`,\ York 12019
ww IBIS) 399-IS48 I'iv0 IS) 199-1913
(J.IGNT LEHIGH CEMENT COMPANY REPORT NUMBER: 2 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 11/28/07
GLENS FALLS,NEW YORK i2801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: TONY SHAHINIAN#20
I (I! MR EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLOUDY
Rr).Ft;T GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84522
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
'I MFN I LOCATION OF LOAD# i FOOTING.SITE SPECIFIC LOCATION MAP ON FILE
'i ACEMENT LOCATION OF LOAD# 2 : FOOTING:SITE SPECIFIC LOCATION MAP ON FILE
!)SLIVERED LOAD NUMBER: 2
i-..M.;K NUMBER/TICKET NUMBER: 203/ 35433 215 / 35436
(,''''PAGE DELIVERED/SUBTOTAL: 7.501 7.50 7 50 / 15.00
!Fif ('.ON(' BATCHED/ARRIVED: 11,09/ 11,18 11.34 / 11A5
PLACEMENT BEGAN/ENDED: 11 24 1 11 39 11.50 / 12.09
ON('PFTE AGE(HOURS) (SPEC MAX: 1 50) 0,50 0.58
I.!iPdii'ON ARRIVAL (INCHES): 75 4.00
/1'Al it R ADDED ONSITE(GALLONS):
/A I ER ADDED AT DISCRETION OF
I1MP OF CONCRETE INTO PUMP: IF APPLICABLE.
PLACEMENT SLUMP(INCH) (SPEC. 5 0o) 425 4.00
N TRAINED AIR (%VOL) (SPEC 400 - 7 00) 5,80
UNIT WEIGHT (PCF) (SPEC: ) 148.18
ON(-RFTE TEMP- (F) (SPEC 45 - 85) 63 63
,ll<I=R OF TEST SPECIMEN CAST 6
AU(;YL!NDER CONTROL NUMBERS 84522- 84527
"I C;RFPANCIES&REMARKS-
. -_----------------------------------- -- -- -- —
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
N(:R(-.I F SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
rn-ti!t;N.,;IRE:NGTH&FORMULA: 4000 P.S.I.@ 28 DAYS I UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/29/07
'v1i.N I LBS. i CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT
MI-NT LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I.
Eli GAL
jAR,iL- AGGREGATE#1: LBS. 84522 12/05/07 7 114,050 4030
c).APSE AGGREGATE#2 LBS 84523 12/05/07 7 112,950 4000
OAWr F AG(-RFGATF 43 LBS 84524 12/26/07 28 146,850 5190
Ni A(;(MEGATE LBS 84525 12/26/07 28 144,200 5100
lii'IIXI I IRE#1: OZS 84526 12/26/07 28 144,900 5130
)[OIXT(IRE#2 OZS- 84527 SPARE
aiX URF#3 OZS
JP.ENTRAINING AGENT: OZS.
POR I DISTRIBUTION:
Hi 5
r'PUER 6
o.
P ULl_Y SUBMi I TED,
�:JiJr.-fRiJCTION TECHNOLOGY
)M Ji)SAJN S-ET (NICET)
rA=.N;tGER TECHNICAL SVCS
CONSTRUCTION TECHNOLOGY
I \h;Ilrim SIrccL. Ballston Lake.NcxA Yoi k 1-)019
unc: 1�18)399-1848 Fax:(�18) 399-I913
l;:T N I LEHIGH CEMENT COMPANY REPORT NUMBER: 5 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 12/21/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER 1258.001
INSPECTOR&TEST SET: BRYAN CASAW #12
4T PN MR EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLOUDY
PRo,;EcT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85240
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
AC,MEN LOCATION OF LOAD# 1 SLAB ON GRADE A/C @ 1/1.25.A.75/B @ 1 25/2
DEI..I`✓ERED LOAD NUMBER 1
[RUCK NUMBER/TICKET NUMBER: 203/ 35702
,i\RDAGE DELIVERED/SUBTOTAL: 10,00/ 1000
I IIIAE CONC BATCHED/ARRIVED 12,42/ 1255
I IPAF-FLACEMENT BEGAN/ENDED: 1.09/ 1_44
CONCRETE AGE(HOURS) (SPEC. MAX. 1,50) 1.03
I-iMP ON ARRIVAL (INCHES). 3.50
vVATER ADDED ONSITE(GALLONS)
',NATER ADDED AT DISCRETION OF:
`;I IJMP OF CONCRETE INTO PUMP IF APPLICABLE
PI ACFMENT SLUMP(INCH) (SPEC 5,00) 3 50
-NTRAINED AIR (%VOL) (SPEC 4,00 - 7.00) 4.60
1iNITWEIGHT (PCF) (SPEC. ) 145.63
CONCRETE TEMP. (F) (SPEC 45 - 85) 68
NLtMBER OF TEST SPECIMEN CAST: 6
i,°B CYLINDER CONTROL NUMBERS 85240- 85245
DISCREPANCIES&REMARKS
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C4701 C567, C617, C1064
(I:NCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
)E'_SIGN STRENGTH&FORMULA: 4000 P S I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/24/07
NIENT LBS, CYLINDER TEST TESTAGE ULTIMATELOAD UNIT
EMENT LBS, NUMBER DATE DAYS & BREAK TYPE P.SI.
VVA T ER GAL, j
i (-)ARSE AGGREGATE#1: LBS. 85240 12/28/07 7 120,700 4270
COARSE AGGREGATE#2: LBS. 85241 12/28/07 7 121,250 4290
ARSE AGGREGATE#3 LBS 85242 01/18/08 28
!NE AGGREGATE: LBS- 85243 01/18/08 28
,U)MfXTURE#1 OZS 85244 0 1/1 8/08 28
D('7IXTUP.E#2 OZS- 85245 SPARE
-iOMI:TORE#3: OZS-
Ii l-N1 RAINING AGENT: OZS.
'I:PORT DISTRIBUTION
111 E 5 i
J'PLIER 6
s
SPF(I F FULLY SUBMITTED,
CONSTRUCTION TECHNOLOG`!
TGM JOSLIN,S.ET—(N1C7
vI?VdAGFR TECHNICAL
CONSTRUCTION TECHNOLOGY
1 \\ III:mi tilrr�l_ Ballston Lake. Nc\� York 12019
Ilimir: 018)399-1848 Pay: (518)399-1913
REPORT CORRECTED FOR INSPECTION DATE
i,l IFNT LEHIGH CEMENT COMPANY REPORT NUMBER: 6 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 12/26/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258,001
INSPECTOR&TEST SET: PETE DUNHAM #9
ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 40's:CLEAR
PF:O.JECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85274
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:TANK PAD
DELIVERED LOAD NUMBER 1
TRUCK NUMBER/TICKET NUMBER 206! 35712
YARDAGE DELIVERED/SUBTOTAL 5.00/ 5.00
TIME CONC BATCHED/ARRIVED 10.32/ 10.50
I"IMF PLACEMENT BEGAN/ENDED: 11.00/ 11.22
-.ONCRFTE AGE(HOURS) (SPEC MAX: 1 50) 0.83
:;LUMP ON ARRIVAL (INCHES): 4.00
"'ATER ADDED ONSITE(GALLONS).
l,NA TER ADDED AT DISCRETION OF.
F;L UMP OF CONCRETE INTO PUMP IF APPLICABLE:
PLACEMENT SLUMP(INCH) (SPEC. 5.00) 4.00
F N I PAINED AIR (%VOL) (SPEC: 4 00 - 700 8.00 1
INIT WEIGHT (PCF) (SPEC. ) 136.97
't iNCRE T E TEMP. (F) (SPEC: 45 - 85) 72
NUMBER OF TEST SPECIMEN CAST 6
L/\B CYLINDER CONTROL NUMBERS 85274- 85279
DISCREPANCIES&REMARKS: 1 CONTRACTOR NOTIFIED ENTRAINED AIR
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
t:()NCRFTE SUPPLIER CLEMENTE LATHAM CONCRETE CORP CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
DI.iSIGN STRENGTH&FORMULA 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/27/07
CI=MEN1 LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT
EMENT LBS. NUMBER DATE DAYS & BREAK TYPE P.SI.
S',,'ATLR GAL.
i
cI)ARSF AGGREGATE#1 LBS. 85274 01/02/08 7 78,150 2760
,:(',ARSE AGGREGATE#2 LBS 85275 01/02/08 7 80,800 2860
()ARSE AGGREGATE#3. LBS 85276 01/23/08 28
M-A(.-,GREGATE: LBS- 85277 01/23/08 28
,.I-MIXTURE#1 OZS. 85278 01/23/08 28
•:)rv11XTURE#2 OZS. 85279 SPARE
ADMIXTURE#3: OZS.
Ali;ENTRAINING AGENT. OZS.
F:EPC)RT DISTRIBUTION.
PILL 5:
SUPPLIER 6:
7
8.
,::;PL_CTFULLY SUBMITTED,
CONSTRUCTION TECHNOLOGY
()M JOSLIN.S E T (NICET)
✓IANAGER TECHNICAL SVCS.
CONSTRUCTION TECHNOLOGY
I %\ilhimi Slrccl. llallston Lakc.Nc\-c York I')019
'Iwiwn (1�18)399-1848 Fat: (519)399-1913
CLIEN I LEHIGH CEMENT COMPANY REPORT NUMBER: 4 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 12/12/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: TONY SHAHINIAN#20
Aii'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR
P!?().;:FC( GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. _ OUR FILE LOCATION: 84980
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
il',i','-'EIMENT LOCATION OF LOAD# 1 : FOUNDATION WALL.D/1-D/2
ACd_.RIENT LOCATION OF LOAD# 2 FOUNDATION WALL:D/2-C/2-8/1
DE-LIVERED LOAD NUMBER 1 2
[RUCK NUMBER/TICKET NUMBER 158/ 35608 203 ! 35610
YARDAGE DELIVERED/SUBTOTAL: 3.00/ 3.00 10,00 / 1300
l TIME CONC BATCHED/ARRIVED 2.23/ 2.33 2.36 / 2-45
'IM[ PLACEMENT BEGAN/ENDED: 2.37/ 2,49 2.51 / 3.15
ONCRETE AGE(HOURS) (SPEC: MAX: 1.50) CA3 0.65
LUMP ON ARRIVAL (INCHES). 4.50 4.75
t ,ATER ADDED ONSITE(GALLONS):
-'-fl.TER ADDED AT DISCRETION OF
>LIANIP OF CONCRETE INTO PUMP: IF APPLICABLE:
PLACEMENT SLUMP(INCH) (SPEC: 5 00) 4.50 475
LNI RAINED AIR (%VOL) (SPEC: 4.00 - 7.00 j 460
4,111 WEIGHT (PCF) (SPEC: ) 15072
CONCRETE TEMP. (F) (SPEC 45 - 85) 61 61
NUIv1BFR OF TEST SPECIMEN CAST: 6
iAl'CYLINDER CONTROL NUMBERS 84980 - 84985
!'>CREPANCIES&REMARKS:
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
JCRt_I E SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
F13[-:>iGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/13/07
";L PVI1_NT LBS, CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT
MFNT- LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I.
'drl\i FR: GAL.
'::OANSE AGGREGATE#1: LBS ' 84980 12/19/07 7 104,300 3690
!'(.-)A.!?Sf AGGREGATE#2: LBS. 84981 12/19/07 7 105,000 3710
O: RSF AGGREGATE#3 LBS. 84982 01/09/08 28 128,500 4550
N; AGGREGATE LBS 84983 01/09/08 28 131,750 4660
,,01,1lIXTURE#1: OZS. 84984 01/09/08 28 130,050 4600
A)NTXI URE#2: OZS 84985 SPARE
<'L,f,/!IXTURE#3: OZS.
PJR ENTRAINING AGENT 07-S.
"PORT DISTRIBUTION
IiiE 5:
SUPPLIER 6:
F:C:[HILLY SUBMITTED,
TION TECHNOLOGY
T(?(VI J051-IN,S.E-T. (NICET) j
tdi, R TECHNICAL SVCS-
CONSTRUCTION TECHNOLOGY
i 'A ilIIki , �U-cct. ILiIIston Lokc. Nc%N- York 1-)019
1-li i f>IS) 399-1848 I a.x: (S18)399-19 1 3
IF.NI LEHIGH CEMENT COMPANY REPORT NUMBER: 7 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 01/04/08
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: PETE DUNHAM #9
N MR EDWARD KOKOSKI AMBIENT WEATHER: 20's:CLOUDY
(,.Fc;! GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS, NY. OUR FILE LOCATION: 85401
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
1-Pi1E.NT LOCATION OF LOAD# 1 : SLAB ON GRADE:TRUCK SLAB"A"
)1.t-IVERED LOAD NUMBER. 1
NI IMBER/TICKET NUMBER: 215 i 35757
i-dRI)AGE DELIVERED/SUBTOTAL: 5,00/ 5-00
tIML-CONC BATCHED/ARRIVED: NA/ 8.351
k1l- PLACEMENT BEGAN/ENDED 8 40/ 9.05
C')NCRFT-.AGE(HOURS) (SPEC: MAX: 1-50) NA
P11'ON ARRIVAL (INCHES) 4-25
v!A.TLR ADDED ONSITE(GALLONS)
I FR ADDED AT DISCRETION OF:
,!.I iiv]P OF CONCRETE INTO PUMP: IF APPLICABLE.
'i Ac;EMEN)SLUMP(INCH) (SPEC 5.00) 4.25
N I PAINED AIR (%VOL) (SPEC- 4-00 - 7-00) 5.80
UNIT WEIGHT (PCF) (SPEC: ) 148.18
CC`NCREFE TEMP- (F) (SPEC. 45 - 85) 68
OF?EST SPECIMEN CAST 6
!INI)LR CONTROL NUMBERS 85401- 85406
RI FANCIES&REMARKS: 1: BATCH TIME NOT PROVIDED.
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
)NCRL I E SUPPLIER CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM C39
GN Sl RENGTH&FORMULA 4000 P.S.I (r�28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/07/08
N! LBS CYLINDER TEST TESTAGE ULTIMATELOAD UNIT
MI=Nf LBS, NUMBER DATE DAYS & BREAK TYPE P.S.I.
I F R GAL
OARSF AGGREGATE#1: LBS 85401 01/11/08 7 91,500 3240
:OARSE AGGREGATE#2 LBS 85402 01/11/08 7 95,050 3360
^F:'tiE GGREGA,TE#3. LBS 85403 02/01/08 28
N!AGGGREGATE LBS. 85404 02101/08 28
7\/IIXT0RE#1 OZS 1 85405 02/01/08 28
)IMV FORE 92 OZS 85406 SPARE
iIXT URE#3: OZS.
a Fr Ni RAINING AGENT: OZS
4R i DISTRIBUTION
5
ER 6
7 I
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vNC. R T;ON TECHNOLOGY
()PI .IOSLIN.S.E T (NICET)
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'CINSTRUCTION TECHNOLOGY
I V`,illioni Slrcct. Ballston Lakc. Nc\c York 12019
o IS)399-1849 Fas: (�18)399-1913
FNT LEHIGH CEMENT COMPANY REPORT NUMBER: 6 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 12/26/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: PETE DUNHAM #9
N MR.EDWARD KOKOSKI AMBIENT WEATHER: 40's:CLEAR
PRi;JECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85274
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
;';CEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE_:TANK PAD
DELIVERED LOAD NUMBER: 1
!RUCK NUMBER/TICKET NUMBER 206/ 35712
,\RDAGE DELIVERED/SUBTOTAL 500/ 5.00
!IME CONC BATCHED/ARRIVED 10.32/ 10.50
1!ME PLACEMENT BEGAN/ENDED: 1100/ 11,22
!;ONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0,83
'1 CiMP ON ARRIVAL (INCHES): 4.00
,TER ADDED ONSITE(GALLONS).
dF.TER,ADDED AT DISCRETION OF
;!UMP OF CONCRETE INTO PUMP. IF APPLICABLE:
:`i \CcMFNT SLUMP(INCH) (SPEC 5,00) 4.00
Pi?!2AINED AIR (%VOL) (SPEC. 4,00 - 7.00) 8.001
;PdIT WEIGHT (PCF) (SPEC. - ) 136.97
„ONCRETE TEMP. (F) (SPEC. 45 - 85) 72
N; IMBER OF TEST SPECIMEN CAST 6
i;8(,YLINDER CONTROL NUMBERS 85274- 85279
REFANCIES&REMARKS: 1: CONTRACTOR NOTIFIED ENTRAINED AIR
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
uN4 RE LE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TFST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
)El'i:GN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/27/07
rMENT LBS. CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT
N^ENT LBS, NUMBER DATE DAYS & BREAK TYPE PSI.
?ATER GAL.
".ARSE AGGREGATE#1 LBS 85274 01/02/08 7 78,150 2760
'OARSE AGGREGATE#2' LBS. 85275 01/02/08 7 80,800 2860
i:3AkSE AGGREGATE#3: LBS 85276 01/23/08 28 1 i6,950 41,40
'NF AGGREGATE LBS. 85277 01/23/08 28 118,200 4180
D+!!IXTURE#1 OZS. 85278 01/23/08 28 117,750 4170
,PFOIXrTRE 92 OZS. 85279 SPARE
ONIIXTURE#3 OZS.
NTRAINING AGENT OZS.
'O!?T DISTRIBUTION
il_E 5
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t�TION TECHNOLOGY
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CONSTRUCTION TECHNOLOGY
i A\ Ilium time(. Ballston Lake.Nrx\ York 12019
i lio+ i : (i 18) 399-1848 Fax:(5I8)399-191 3
CLIENT LEHIGH CEMENT COMPANY REPORT NUMBER 7 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 01/04/08
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: PETE DUNHAM #9
A i T'N MR.EDWARD KOKOSKI AMBIENT WEATHER: 20's:CLOUDY
PROJECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85401
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:TRUCKS[AB"A"
DELIVERED LOAD NUMBER: 1
TRUCK NUMBER/TICKET NUMBER. 2151 35757
YARDAGE DELIVERED/SUBTOTAL: 5.00/ 5.00
MIME CONC BATCHED/ARRIVED: NA/ 8.351
TIME PLACEMENT BEGAN/ENDED: 8.40/ 9.05
'ONCRETE AGE(HOURS) (SPEC: MAX 1.50) NA
';LUMP ON ARRIVAL (INCHES): 4,25
,JATER ADDED ONSITE(GALLONS).
WATER ADDED AT DISCRETION OF
,LUMP OF CONCRETE INTO PUMP. IF APPLICABLE:
PLACEMENT SLUMP(INCH) (SPEC 5 00) 425
�_NTRANED AIR (%VOL) (SPEC. 400 - 7,00) 5.80
UNIT\NE!GHT (PCF) (SPEC: ) 148.18
CONCRETE TEMP. (F) (SPEC 45 - 85) 68
NUMBER OF TEST SPECIMEN CAST: 6
IAB CYLINDER CONTROL NUMBERS 85401- 85406
DI>CREPANCIES&REMARKS 1: BATCH TIME NOT PROVIDED.
UNLESS NOTED ALL TESTING IAW: ASTM: C31, :;138, C143, C172, C173, C231, C470, C567, C617, C1064
CONCRETE SUPPLIER CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
DESIGN STRENGTH&FORMULA: 4000 P.S I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/07/08
CEMENT LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT
.,EMENT LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I.
WATER GAL,
COARSE AGGREGATE#1. LBS. 85401 01/11/08 7 91,500 3240
)ARSE AGGREGATE#2 LBS 85402 01/11/08 7 95,050 3360
(;O!\RSE AGGREGATE#3. LBS. 85403 02/01/08 28 124,300 4400
!=1NE AGGREGATE: LBS. 85404 02/01/08 28 126,900 4490
^ADMIXTURE#1 OZS 85405 02/01/08 28 127,350 4500
',DMIXTURE#2 OZS. 85406 SPARE
ADMIXTURE#3 OZS.
ENTRAINING AGENT: OZS.
REPORT DISTRIBUTION.
FILE 5
2 SUPPLIER 6
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8:
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TOM JOSLIN.S-ET- (NICET)
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i 'A t1h;un Sircc!. llallston Lakc..NcAc York 12019
I8)3(M-1848 Fax: (5I8).,99-1913
:LIF N F LEHIGH CEMENT COMPANY REPORT NUMBER: 8 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 01/10/08
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: TONY SHAHINIAN#20
FN MR EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR
='ROJEC GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85610
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
1'LA(:-EMENT LOCATION OF LOAD# 1 SLAB ON GRADE:EXTERIOR
P!ACE_MENT LOCATION OF LOAD# 2 SLAB ON GRADE:EXTERIOR
DELIVERED LOAD NUMBER: 1 2
-RUCK NUMBER/TICKET NUMBER 198 i 35324 206 / 35825
YARDAGE DELIVERED/SUBTOTAL: 7-50/ 7,50 7,50 l 15.00
FIMF CONC BATCHED/ARRIVED: 1123/ 1t27 11,30 / 11.35
':!ME PLACEMENT BEGAN/ENDED 11.29/ 11.40 11,43 / 11.59
CONCRETE AGE(HOURS) (SPEC: MAX: 1-50) 0,28 OAS
;I-L;MP ON ARRIVAL (INCHES). 5.25 5.50
WATER ADDED ONSITE(GALLONS):
vVA TER ADDED AT DiSCRETION OP
LUPJP OF CONCRETE INTO PUMP IF APPLICABLE:
- ;EP,,lFNT SLUMP(INCH) (SPEC 5.00) 5.25 1 5.501
^d I RAINED AIR (%VOL) (SPEC: 4-00 - 7.00) 5.10
UNl i WEIGHT (PCF) (SPEC: ) 146-14
CONCRETE TEMP (F) (SPEC. 45 - 85) 62 63
NUMBER OF TEST SPECIMEN CAST 6
LAB CYLINDER CONTROL NUMBERS 85610- 85615
L'ISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED LOAD 1.2 SLUMP
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
t:ONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
'!.'c.!SN STRENGTH&FORMULA: 4000 P.S I @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/11/08
(:lkilEN7 LBS CYLINDER TEST TESTAGE ULTIMATELOAD UNIT
't-NIFNT LBS NUMBER DATE DAYS & BREAK TYPE P.S.I.
`JVF',7 ER- GAL,
C(.)ARSE AGGREGATE#1 LBS. 85610 01/17/08 7 113,000 4000
("DAR'SE AGGREGATE#2: LBS 85611 01/17/08 7 112,100 3970
)ARSE AGGREGATE#3: LBS. 85612 02/07/08 28 156,250 5530
;+JL AGGREGATE LBS, 85613 02/07/08 28 161,900 5730
,0MIXTURE 41 OZS 85614 02/07/08 28 158,300 5600
?.FiAAIXTURE#2 OZS 85615 SPARE
a-)M!XTURE#3. OZS.
%ul:rNTRAINING AGENT: OZS.
CEPC)RT DISTRIBUTION.
FiLI 5:
PFIJER 6-
7
8
:I_:]F'ECTI ULLY SUBMITTED ---- ----- —
O�CTION TECHNOLOGY
f JO5CT S E.T. L SVC) ----- — — — —� —
P:UANAGER TECHNICAL SVCS
(_'ONSTRUCTION TECHNOLOGY
A',.illimii Sliccl. kall:;ton Lake. Nc\% York 12019
nr: l�IS)399-1949 klx:(i 1 Kl 399-1913
LIEN i LEHIGH CEMENT COMPANY REPORT NUMBER: 3 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 12/05/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: BOB BEHAN #6
!'N MR EDWARD KOKOSKI AMBIENT WEATHER: 20's LT.SNOW
`ri:,.lEc i —GRINDER AID BUILDING: L_EHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84782
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
Ai;FM6_NT LOCATION OF LOAD# 1 FOUNDATION WALL:SITE SPECIFIC LOCATION MAP ON FILE
Po:EMLNT LOCATION OF LOAD# 2 FOUNDATION WALL:SITE SPECIFIC LOCATION MAP ON FILE
i:;!:_L IVERED LOAD NUMBER. 1 2
G:Ui,K NUMBER/TICKET NUMBER: 171 / 35527 194 / 35529
DELIVERED/SUBTOTAL: 8,00/ 8.00 4.00 / 12.00
,f,!' r,ONC BATCHED/ARRIVED 12,08/ 12.43 1252 / 1.15
PrACFMENT BEGAN/ENDED 1250/ 1.28 1.32 1.56
DNCE AGE(HOURS) (SPEC: MAX: 1,50) i.33 1.07
11;1)MP ON ARRIVAL (INCHES): 3.75 4.50
-'d\TE.P P DDED ONSITE(GALLONS).
'SR ADDED AT DISCRETION OF
�i-UMP OF CONCRETE INTO PUMP. IF APPLICABLE:
...:Eie1i-.hJT SLUMP(INCH) (SPEC: - 5,00) 3.75 4.50
id 1 RAINED AIR (%VOL) (SPEC: 4,00 - 7.00) 6.10
+ ;J!T WEIGHT (PCF) (SPEC. - ) 147.16
('NC;RFTF TEMP (F) (SPEC 45 - 85) 63 62
Ai3Eil OF TEST SPECIMEN CAST: 6
'IF,CYLINDER CONTROL NUMBERS 84782- 84787
i,`3CRFPANCIES&REMARKS:
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
VC;RL IF SUPPLIER CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
6N.ORENG 1 H&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/06/07
LBS, I CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT
I
N I LBS, NUMBER DATE DAYS & BREAK TYPE P.S.I.
, GAL.
SC i;GGREGATE#1 LBS. 84782 12/12/07 7 119,350 4220
".RSA AGGREGATE#2: LBS. i 84783 12/12/07 7 118,150 4180
AGGREGATE#3: LBS. 84784 01/02/08 28 1 40 700 4980
n!E :.(,GREGATE LBS 84785 01/02/08 28 142,400 5040
URE 41: OZS 84786 01/02/08 28 138,400 4900
"RF 42. OZS 84787 SPARE
Y i i Rl E#3 OZS
l RAINING AGENT OZS
1=Cf;i il!STRIBUTION ----------------- --— — — —�
YIj-I. 5:
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�`{l ,I(i�iLIN,S.E.T. (NICET) I
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�'ONSTRUCTION TECHNOLOGY
1 limm 13allstrni Lake_NCNv Yolk 12019
'I:om_:018)399-1&!, 1-'iv 018)399-1913
TENT LEHIGH CEMENT COMPANY REPORT NUMBER 6 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 12/26/08
GLENS FALLS.NEW YORK 12801 OUR FILE NUMBER: 1258,001
INSPECTOR&TEST SET: PETE DUNHAM #9
r.l 1 N MR.EDWARD KOKOSKI AMBIENT WEATHER: 40's:CLEAR
[:cr GRINDER AID BUILDING_: LEHIGH CEMENT,GLENS FALLS, NY. OUR FILE LOCATION 85274
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
P,(:CiP•IENT LOCATION OF LOAD# 1 SLAB ON GRADE:TANK PAD
DELIVERED LOAD NUMBER 1
RUCK NUMBER/TICKET NUMBER 206/ 35712
'vP,F',DAGE DELIVERED/SUBTOTAL 5.00/ 500
r!ME CONC. BATCHED/ARRIVED: 10.32/ 10.50
!i;E ill AEEMENT BEGAN/ENDED 11.00/ 11.22
�:UM1k;RE-E AGE(HOURS) (SPEC: MAX: 1-50) 0.83
(IMP ON ARRIVAL (INCHES) 4.00
A'A.rER ADDED ONSITE(GALLONS).
'J7U ER ADDED AT DISCRETION OF.
-.l UMP OF CONCRETE INTO PUMP IF APPLICABLE.
-'I ACEMENT SLUMP(INCH) (SPEC: 5.00) 4.00
ENTRAINED AIR (%VOL) (SPEC 4.00 - 7.00) 8.00 1
INIT WEIGHT (PCF) (SPEC. ) 136.97
"('NCRETE TEMP. (F) (SPEC. 45 - 85) 72
Ni IMBFR OF TEST SPECIMEN CAST. 6
!_Al;CYLINDER CONTROL NUMBERS 85274- 85279
;)iSCREPANCIES&REMARKS is CONTRACTOR NOTIFIED.ENTRAINED AIR
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
,'0N(,RE FF SUPPLIER CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
::-:,I(iN STRENGTH&FORMULA: 4000 P-SJ.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/29/08
'! N1 LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT
i Mi-NT LBS NUMBER DATE DAYS & BREAK TYPE P S.I.
I i R GAL.
r)ARSE AGGREGATE#1: LBS. 85274 01/02/09 7 78,150 2760
;;')ARSE AGGREGATE#2: LBS, 85275 01/02/09 7 80,800 2860
?SG AGGREGATE#3: LBS. 85276 01/23/09 28
NE AGGREGATE. LBS, 85277 01/23/09 28
VDI'v11XTURE#L OZ& 85278 01/23/09 28
,,`M!XT URE#2. OZS. 85279 SPARE
',!AIIIXTURE#3 OZS.
WR ENTRAINING AGENT OZS
5_I' 71<I DISTRIBUTION. -- — -- -- --
,tWPLIER 6
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CONSTRUCTION TECHNOLOGY
CUM JO SLIN.S E T (NICET)
1v1ANia.GER TECHNICAL SVCS_
'ONSTRUCTION TECHNOLOGY
i \\ illlwn tiircct_ kalktun Labe. Nc\\ York 12019
Phoiw: o 18)399-1818 Fax:(�18)399-19I3
1.11 NF LEHIGH CEMENT COMPANY REPORT NUMBER: 8 :PAGE# 1
313 WARREN STREET INSPECTION DATE: 01/10/08
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: TONY SHAHINIAN#20
iA I FN MR EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR
PPO-JECT GR_I_N_DER AID BUILDING: LEHIGH CEMENT.GLENS FALLS,NY. OUR FILE LOCATION: 85610
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
PI.,Ai CEMENT LOCATION OF LOAD# 1 . SLAB ON GRADE:EXTERIOR
PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE EXTERIOR
DELIVERED LOAD NUMBER: 1 2
I PUCK NUMBER/TICKET NUMBER: 198/ 35824 206 / 35825
Y ARIJAGE DELIVERED I SUBTOTAL: 7 50 I 7.50 7.50 / 15.00
t!NlA !CONC. BATCHED/ARRIVED: 11.23! 11.27 11.30 / 11.35
1!POF PLACEMENT BEGAN/ENDED: 11.29/ 11.40 11.43 / 11.59
.ONCRF_TE AGE(HOURS) (SPEC. MAX: 1.50) 0.28 0.48
;LI1I`1P ON ARRIVAL (INCHES): 5.25 5.50
AIA?ER ADDED ONSITE(GALLONS)
vVA?ER ADDED AT DISCRETION OF
;II JMP OF CONCRETE INTO PUMP IF APPLICABLE
PLACEMENT SLUMP(INCH) (SPEC 5.00) 5.25 1 5.501
CNIRAINEDAIR (%VOL) (SPEC. 4.00 - 7.00) 5.10
l!Nll WEIGHT (PCF) (SPEC: ) 146.14
CONCRETE TEMP. (F) (SPEC: 45 - 85) 62 63
NUMBER OF TEST SPECIMEN CAST: 6
i.AB CYLINDER CONTROL NUMBERS 85610- 85615
)!S(_.REPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED LOAD 1,2:SLUMP
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
:)NCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
i)LSIGN STRENGTH&FORMULA: 4000 P.S.I.@d 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/11/08
F_MEN i LBS CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT
F;NL`NT LBS. NUMBER DATE DAYS & BREAK TYPE P S.I.
'JVA TF R GAL.
)APSE AGGREGATE#1 LBS. 85610 01/17/08 7 113,000 4000
;i;ARSE AGGREGATE#2: LBS. 85611 01/17/08 7 112,100 3970
COARSE AGGREGATE#3 LBS. 85612 02/07/08 28
F!NL AGGREGATE: LBS. 85613 02/07/08 28
ADMIXTURE#1: OZS. 85614 02/07/08 28
i)PJIlXJ HRE#2: OZS. 85615 SPARE
�AiOMIXIURE#3. OZS
'•.k'._NTRAINING AGENT: OZS.
POR] DISTRIBUTION:
SUPPLIER 6:
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Hi_Sf't:CTFULLY SUBMITTED,
C' Z
CTION TECHNOLOGY
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PIAN.AGER TECHNICAL SVCS
ONSTRUCTION TECHNOLOGY
I \'illimn Sircct. Ballston Lake, NcNv York 12019
Pllnilc: !j 18)399-1848 Fax: (518)399-1913
ir NT LEHIGH CEMENT COMPANY REPORT NUMBER: 5 PAGE#: 1
313 WARREN STREET INSPECTION DATE: 12/21/07
GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001
INSPECTOR&TEST SET: BRYAN CASAW #12
T N MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLOUDY
':c`.;ECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85240
CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS
PLACEMFNT LOCATION OF LOAD# 1 . SLAB ON GRADE.A/C @ 1/1.25;A75/B @ 1.25/2
DELIVERED LOAD NUMBER: 1
I ki WK NUMBER/TICKET NUMBER: 203/ 35702
YARDAGE DELIVERED/SUBTOTAL: 10.00/ 1000
`!MF COS 1C BATCHED/ARRIVED 12 42/ 12.55
! lMi` PLACEMENT BEGAN/ENDED 1.09/ 1 44
C;ONCRF I E AGE(HOURS) (SPEC MAX: 1.50) 1.53
LU1\:1P ON ARRIVAL (INCHES): 3 50
11 ER ADDED ONSITE(GALLONS)
°!A1 ER;DDED AT DISCRETION OF
iLUMP OF CONCRETE INTO PUMP: IF APPLICABLE:
F'LACENIENT SLUMP(INCH) (SPEC 5.00) 3.50
Nil.RAINED AIR (%VOL) (SPEC. 4.00 7.00) 4.60
;N1i VVEIGHT (PCF) (SPEC ) 145.63
Cf)N(,RETE TEMP. (F) (SPEC 45 - 85) 68
N:liMBEP.OF TEST SPECIMEN CAST 6
I_AS CYLINDER CONTROL NUMBERS 85240- 85245
DISC:REFANCIES&REMARKS:
UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064
)Nt-RFTE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39
!.,r-' GN S 1 RENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/24/07
i_rv1E'NF LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT
F MENT LBS NUMBER DATE DAYS & BREAK TYPE P S.I
GA.L.
I
R F AGGREGATE#1: LBS I 85240 12/28/07 7 120,700 4270
',ARSE AGGREGATE#2 LBS. 85241 12/28/07 7 121,250 4290
OAF2SE AGGREGATE#3 LBS ! 85242 01/18!06 28 167,000 5910
ML AGGREGATE LBS 85243 01/18/08 28 163,550 5790
" N`I'vTI RE 91: OZS 85244 01/18/08 28 163,800 5790
iiUFd11XFURE#2: OZS- 85245 SPARE
VW!XTURE#3. OZS.
FNTRAINING AGENT GZS.
I
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742 Bay Road
Queensbury, New York 12804
Att'n: Building Code Enforcement Off,-.ials
Rc: GRINDER AID BUILDING 313 N1'ARRFN STREET, GLENS FALLS, NY. Ivor
LEHIGH CEMENT COMPANY: 131 WARREN STREET, GLENS FALLS, NY,
Construction Materials Inspection and Testing Services
Gentlemen,
Per the request of Mr. Edward Kokoski, Lehigh Cement Company, we are pleased to inform
you CONSTRUCTION TECHNOLOt.IY has been retained to provide the construction
materials inspection and testing, services required of the referenced project including; but not
limited to:
Soil backlill compaction, reinforcing stet inspection, and portland cement concrete placement.
As such, we would like a moment to introduce our organization.
CONSTRUCTION TECHNOLOGY is.the construction materials inspection division of
Product Development & Technical Servi,;es, Inc. Since our 1984 incorporation in New York
State. we have been devoted to providinll the highest standards of on time field inspection,
testing and laboratory support to the con4ruction industry. Our desire is a QC/QA involvement
with projects committed to timely compli.tion while satisfying the quality controls and
assurances neccssary to support today's ,strict design criteria.
All too oven materials inspections are viewed as a necessary evil or a requirement to be
overlooked. MAny times the laboratory brings this attitude 1�n itself because of less than fully
qualified personnel, tardy response time or uncompromising attitudes of technicians.
(liven the opportunity, we are confident we can provide the services that reflect our strong
desire to be an asset to the construction process.
Our facility and field technical force is s,lpported by state of the art test equipment, including
nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor) apparatus,
temperature/humidity controlled curing cmvironments for concrete specimens, and all other
necessary equipment to satisfy the requirements of the American Society for Testing and
Materials (ASTM) standards C-1077 anci F-329 as they relate to a commercial inspection
agency.
CONSTRUCTION TECHNOLOGY I as submitted to outside auditing by having our
personnel, equipment, facility and quality assurance plan evaluated by the Cement and
Concrete Reference 1,aboratory (CCRL)of the National Standards institute. A copy of the
CCRL/NSi audit and finding is available upon request.
NOV-09-2007 01 :44 AM CONSTRUCT.10N TECH. 518 399 1913 P. 06
t
November 9, 2007
TOWN OF QUEENSBURY BUILDIPit: DEPARTMENT
Re: GRINDER AID BUILDING 313 WARREN STREET, GLENS FALLS, NY. for
LEHIGH CEMENT COMPANY: :131 WARREN STREET, GLENS FALLS, NY,
Construction Materials inspection and Testing Services
Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field
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expense of employing more than one inspector on a particular project.
CONSTRUCTION TECHNOLOGY c.'urrently has the capabilities to provide inspection and
testing services relating to many constru,.:tion concerns including but not limited to: subsurface
drilling and investigation, soils placement and compaction, foundation design
recommendations, portland cement concrete, unit masonry, mortars, grouts, bituminous
concrete, structural steel and fireproofinl;;, as well as all associated laboratory services.
In general, all farms of materials testing and inspection services, as they relate to the
construction industry, may be obtained through CONSTRUCTION TECHNOLOGY.
We appreciate your interest in our firm t.nd our line of work.
We look forward to completing the construction materials inspection, testing and laboratory
requirements for the GRINDER AID BUILDING LENTGH CEMENT COMPANY,
I('there lire any questions, or when we may be of assistance, please contact this office
immediately,
Respectfully,
CONSTRUCTION TECHNOLOGY
V=Z ,�
Tom Joslin, S.E,T., (NICET)
Manager Technical Services
NOV-09-2007 01 : 43 AM CONSTRUCT ::ON TECH. 518 399 1913 P. 04
•
CONSTRUCTION TECHNOLOGY
INSPECTION &TESTING DIVISION, P.D.&T.S., INC.
4 William Street,Ballston Lake,New York 12019
I'hnnc:(SIR)399.1848 rxx:(5 18).199-1913
I Ii.N I LEHIGH CEMENT COMPANY PAaE P ESTIMATE 9; 110907.003
.113 WARRP.N STRF;Ii•I` F.Sl IMATE DATE, I IIw07
(iLI:NS FAILS,NEW YORK 12801
OUR PROJECT FILE, TBD
AT I'N: MR.1A)WARD KOKOSKI
It(I,n c'F GRINDER Alp BUILDING:313 WARREN ST.,GLENS FALLS,NY.
ESTIMATE FOR CONSTRUCTION MATERIALS INSPECTION AND TESTING. SERVICES
GRINDER BUILDING CONCRETE INShECTIONS
DAY 1 :ONSITE TECHNICIAN SERVICES; CONCRETE PLACEAIENT#1 2.50 HOURS @ 25.50 1 HOUR $ 63.75
VEHICLE TRANSPORTATION 68 MILES Cd 0.451 MILE 30.60
CONCRETE TEST CYLINDER NOS: 1 .5 6 CYLS.@ T50 I CYLINDER 45.00
DAY 2;ONSITE TECHNICIAN SERVICES: CONCRETE TET CYL INDER PICKUP 1.75 HOURS @ 25.50 1 HOUR 44.63
VEHICLE TRANSPORTATION 68 MILES(9 0.451 MILE 30.60
DAY 3:ONSITE TECHNICIAN SERVICES: CONCRETE PLACE%IENT#2 250 HOURS @ 25.50 I HOUR 63.75
VEHICLE TRANSPORTATION 68 MILES @ 0.45 1 MILE 30.60
CONCRETE TEST CYLINDER NOS: 7 • 12 6 CYLS.@ 7.50 1 CYLINDER 45.00
DAY 4 ONSITE TECHNICIAN SERVICES: CONCRETE TET CYLINDER PICKUP 175 HOURS 25.50 I HOUR 44.63
VEHICLE TRANSPORTATION 68 MILES 0.45 I MILE 30.60
DAY 5:ONSITE TECHNICIAN SERVICES: CONCRETE PLACE IAENT 03 2.50 HOURS @ 25.501 HOUR 63.75
VEHICLE TRANSPORTATION 68 MILES @ 0.451 MILE 30.60
CONCRETE TEST CYLINDER NOS: 13 -18 6 CYLS. @ 7.50 I CYLINDER 45.00
DAYS:ONSITE TECHNICIAN SERVICES: CONCRETE TET CYLINDER PICKUP 1.75 HOURS @ 25.50 1 HOUR 44.63
VEHICLE TRANSPORTATION 65 MILES @ 0.45 1 MILE 30.60
DAY 7:ONSITE TECHNICIAN SERVICES' CONCRETE PLACEIAENT#4 2.50 HOURS @ 25.50 1 HOUR 63.75
VEHICLE TRANSPORTATION 68 MILES @ 0.43 1 MILE 30.60
CONCRETE TEST CYLINDER NOS: 19 .24 6 CYLS,@ 7,501 CYLINDER 45.00
DAY 8:ONSITE TECHNICIAN SERVICES: CONCRETE TET CY.INDLR PICKUP 1.75 HOURS @ 25.501 HOUR 44.63
VEHICLE TRANSPORTATION 68 MILES 0.451 MILE 30.60
DAY 9:ONSITE TECHNICIAN SERVICES: CONCRETE PLACEI4ENT#S 2.50 HOURS @ 25.501 HOUR 63.75
VEHICLE TRANSPORTATION 68 MILES @ 0.451 MILE 30.60
CONCRETE TEST CYLINDER NOS: 25•30 5 CYLS.@ 7.50 1 CYLINDER 45.00
DAY 10:ONSITE TECHNICIAN SERVICES: CONCRETE TET CYLINDER PICKUP 1,75 HOURS @ 25.50 1 HOUR 44.63
VEHICLE TRANSPORTATION 68 MILES @ 0.45 I MILE 30.60
TOTAL PROJECT ESTIMATE: THANK YOUI $ 1,072.88
I'l 1)I'frl..N IN!1.1'llP.A1)MINISI'RATIVE REVIEW AND TYPPO RFPORT OISTRIBU'TION TO OUR('LILNT AND PAR rIES DESIGNATED BY PROJECT SPECIrIF ATION
S110('I.f)rllf°R!`.IW ANY O fFSTIONS O8 ADDITIONAL INFORMAIION REMIESTLD,hLE:ASL CONTACT 1'III.N 01'FICE,IMMEDIATELY.
NUV-1:�'-2007 11 : 10 PM CONSTRUCTION TECH. 518 399 1913 P. 02
CONSTRUCTION TECHNOLOGY
INSPECTION & TESTING DIVISION, P.D.& T.S., INC.
4 William Street, Ballston Lake, Now York 12019
Phone; (518)399-1848 Fax: (5IS)399-1913
November 14, 2007
TOWN OF QUEENSBURY BUILDING DEPARTMENT
742 Bay Road
Queensbury, New York. 12804
Att'n: Building Code Enforcement Officials
Re: GRiNDER AID BUILDING 313 WARREN STREET, GLENS FALLS, NY. for
L HIGH CEMENT COMPANY: 131 WARREN STREET, GLENS FALLS, NY,
Construction Materials Inspection and Testing Services
Gentlemen,
Per the request of Mr. Edward Kokoski, Lehigh Cement Company, we are pleased to inform
you CONSTRUCTION TECHNOLOGY has been retained to provide the construction
materials inspection and testing services required of the referenced project including but not
limited to:
Soil backlill compaction, reinforcing steel inspection, portland cement concrete placement
inspection and structural steel and bolted connections.
As such, we would like a moment to introduce our organization.
CONSTRUCTION TECHNOLOGY is the construction materials inspection division of
Product Development& Technical Services, Inc. Since our 1984 incorporation in New York
State, we have been devoted to providing the highest standards of on time field inspection,
testing and laboratory support to the construction industry. Our desire is a QC/QA involvement
with projects committed to timely completion while satisfying the quality controls and
assurances necessary to support today's strict design criteria.
All too often materials inspections are viewed as a necessary evil or a requirement to be
overlooked. Many times the laboratory brings this attitude on itself because of less than fully
qualiried pcusunncl, tardy response time or wicompromising attitudes of technicians.
!. ;V%v ►l do. uppultuility, WG tuc l;U11ndt;11L we can provide m.e services that revert our strong
desire to be an asset to the construction process.
Our Facility and field technical force is supported by state of the art test equipment, including
nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor)appa.ratiyc,
temperature/humidity controlled curing environments for concrete specimens, and all other
necessary equipment to satisfy the requirements of the American Society for Testing and
Materials(ASTM) standard~C-1077 and E-329 as they relate to a commercial inspection
agency.
CONSTRUCTION TECHNOLOGY has submitted to outside auditing;by having our
personnel, equipment, l'acility and quality assurance plan evaluated by the Cement and
Concrete Reference Laboratory(CCRL)of the National Standards Institute. A copy of the
CCRI.,NS1 audit and finding is available upon request.
Nbv-13-2007 11 : 11 PM CONSTRUCTION TECH. 518 399 1913 P. 03
November 14, 2007
TOWN OF QUEENSBURY BUILDING DEPARTMENT
R;�; GRINDER AID BUILDING 313 WARREN STREET, GLEN'S FALLS, NY. for
LEHIGH CEMENT COMPANY: 131 WARREN STREET, GLENS FALLS,NY,
Conotruction Matcriab Inspection and Tcating uciviccs
Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field
technicians and materials inspectors with technical backgrounds of educational degrees and/or
substantiated experience in a construction oriented discipline. Field inspectors also possess a
combination of the fallowing certifications`.
* Certification at various levels(AET-I through SET-IV) by the National Institute for
Certification in the Engineering Technologies (NICET),
* American Concrete Institute (AC1) Grade i Concrete Inspector.
* American Concrete Institute (AC,i)Certified Concrete Construction Special Inspector.
* Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators.
* NYSDo'l'Certified Asphalt Density Inspector.
* J&i,Testing, Inc. Certification Program for Sanitary Landfill Inspectors.
* J&1, Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic
Systems for Use in Solid and Hazardous Waste Disposal Facilities.
in addition to particular qualifications, field inspectors are familiar with all phases of
construction materials testing and inspection including soils, concrete, reinforcement, masonry,
structural steel, fireproofing and roof installation. This generally alleviates the need and
expense of employing more than one inspector on a particular project.
CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and
testing services relating to many construction concerns including but not limited to. subsurface
drilling and investigation, soils placement and compaction, foundation design
recommendations, portland cement concrete, unit masonry, mortars, grouts, bituminous
(+oncrc�te, sztructural steel and fireproo-Fng, a3 well as all "3miatccl labuitamy acrviucs.
In general,all forms of materials testing and inspection services, as they relate to the
L,.1,...+.r, ....y 1...-1.0......1 +Iaa111aal4 an.
Wc:appreciate your interest in vui lulu 411d uur linC of work.
We look forward to completing;the construction materials inspection,testing and laboratory
requirements for the GRINDER AID BUILDING (g),LEHiGH CEMENT COMPANY.
11'there are any questions, or when we may be of assistance, please cgntact this office
immediately.
Respectfully,
CONSTRUCTION TECHNOLOGY
Tom Joslin. S.E.T., (NICET)
Manager Technical Services
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LGC-GLENS FALLS,NY File 11-06-07 GRINDING AID '— WNCV•2007 12!53
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PM Tlme/Dptw 14/11/2007 14�49 STAAD.Pro for Windows Release 2006 Print Run 1 of 1
TZ/VO 3E)Vd ONI ViA1 88T8Z9ZOT9 871:9T LOOZ/tiT/TT
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Wednesday, November 14, 2007, 02:48 PM
STAAD SPACE -- PAGE NO, 11
STAAD/Pro CODE CHECKXWG - (AISC 9TH EDITION)
f*:xR*wwwwi�itws,t,rwwwww
ALL UNITS ARE - KIP FEET (UWZSS OTHERWISL NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY HZ LOCATION 1 ST W10X33 (AISC SECTIONS)
PASS AISC- 111-3 0.371 24
11.77 C 2.27 -22.04 6-75
--------------w--------------- -----------------------------------'-----
I MEM= I, UNIT KIP-INCH, L- 81.0 AX= 9.71 SG'- 34.9 SY= 9.21
1 KLIR-y- 78.8 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FC2- 33.00 1
1 FTZ= 33-00 FCY- 37.50 FTY= 37.50 FC= 19.25 FT= 30-00 L-V- 20.00 1
------••----------------------------------------------------------------
2 ST W10X33 (AISC SECTIONS)
LASS AISC- H1-3 0.357 23
10-84 C -0.11 24.01 12.75
--------------------------,..-------------------------------------------
1 MEM- 2, UNIT KIP-INCH, L- 153.0 AX= 9.71 SZ- 34.9 SY= 9.21
1 XL/R-Y= 78.8 CB= 1.00 YLD= 50.00 ALLOW"L43 STRESSES: FCZ= 27-91 1
1 FTZ= 30.00 FCY 37.50 FTY= 37-50 PC- I9.25 FT= 30.00 FV- 20.00 1
3 ST W10X33 (AISC SECTIONS)
PASS AISC- t11-3 0.241 23
25.97 C -0.06 6.78 11.46
---------------•----------------------....-----------------------------------
I HEM= 3, U14T KIP-INCH, L= 165.0 AX= 9.71 SZ= 34.9 SY= 9-2(
I KLIR-Y= 85.0 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 25.68 1
1 FTZ= 30.00 FCY= 37-50 FTY= 37.50 FC- 16.00 FT= 30.00 FV- 20.00 1
------------------------------------------------------'I----------------
4 ST W10X33 (AISC SECTIONS)
PASS AISC- tit-3 0.207 32
20.47 C -0.18 -6.32 9.17
---------------•----
I MEM- 4, UNIT KIP-INCH, L= 165.0 AX- 9.71 SZ- 34.9 SY= 9.21
1 KXIR-Y= 85.0 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 25.88 1
1 I•'TZ= 30.00 FCY- 37.50 FTY 37.50 FC= 18.00 FT= 30.00 FV- 20.00 1
6 ST W16X26 (AISC SECTIONS)
PASS AISC- H1-3 0.352 20
0.50 C 0.01 -32.63 5.63
--------------•---------------------
I MEM= 6, UNIT KIP-INCH, L= 67.5 AXE 7.68 S2- 38.4 SY= 3.51
1 KLIR-Y- 60.4 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FC2-- 29.31 1
1 FTZ- 30.00 FCY- 37.50 FTY- 37.50 FC= 20.40 FT= 30.00 FV- 16.23 1
G:\Projects\52800's1528401CalcvlarionsISTAAD\2007.11-06 GRINDING AID BLDG WITH MODS PER RFI\11-06-07 ORINDINC AID BLDG.
TZ/50 39VcJ ONI ViA_l 88T8Z9ZOT9 £Z:9T L00Z/bT/TT
Wednasdaiy, November 14, 2007, 02:46 PM
STAAD SPACE -- PAGE NO. 12
ALL UNITS ARE - )SIP FEET (UNLESS OTHERWISE NOTED)
DEMO R TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
rx mr xz LOCATION
1 MEM 8, UNIT KIP-INCH, L- 67.5 AK= 7,68 SZ= 3B-4 SY= 3-51
1 KLIR-Y= 60.4 CR- 1,00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 29-31 1
1 FTZ- 30.00 FCY- 37.50 FTY- 37.50 FC= 20.40 FT= 30,00 FV= 18.23 1
-----------------------------------------------------------------------
15 ST W12X26 (RISC SECTIONS)
PASS AISC- H1-3 0.246 39
2.91 C. 0.00 -15.07 6.00
------------------------------------------- •---------------------------
I MEM= 15, UNIT KIP-INCH, L- 72.0 AX= 7.65 SZ= 33.4 SY- 5.31
1 KL/R-Y- 179.5 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ- 33.UG I
{ FTZ= 33.00 FCY= 37.50 FTY= 37.50 FC- 4.63 FT--- 30.00 FV- 20.00 1
------------------------------------------------------------------------
16 ST W14X30 (AISC SECTIONS)
PASS AISC- H1-3 0,286 20
0.17 C o.o0 -32.85 11,23
-------------------------------------------------------------------�---
1 MEM= 16, UNIT KIP-INCH, L-- 269.5 AX= 8-85 SG- 42.1 SY= 5,81
I KL/R-Y- 161.1 CB= I.00 YLD= 50.00 ALLOWABLE STRESSES: F02- 32.00 1
1 FTZ= 33.00 FCY= j7.50 F1'Y- 37.60 FC- 4.55 FT= 30.00 FV- 20.00 1
----------------- ----------------- -------------------------------------
17 ST W14X30 (AISC SECTIONS)
PASS AISC- tit-3 0.354 20
0.37 C 0.00 -39.90 11.23
I MEM- 17, UNIT KSP-INCH, L= 269.5 AX= 8.55 SZ- 42.1 SY= 5.81
KLIR-Y= 181.1 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 33.00 1
I FTZ= 33.00 FCY- 37.50 FTY 37.50 FC= 4.55 FT= 30.00 FV- 20.00 1
25 ST W14X30 (AISC SECTIONS)
PASS AISC- hi2-1 0.597 20
0.05 T 0.01 -80.56 11.23
---------------------------------------------------------------
I MEN- 25, UNIT KIP-INCH, L= 269.5 AX= 6.85 SZ-• 42.1 SY- 5.81
1 KL/R-Y- 181.1 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: PCL- 33.00 1
1 FTZ- 33.00 FCY= 37,50 FTY= 37.50 FC= 4.55 l•'T= 30.00 FV- 20.00 1
C:trrojects152800's152840\Calculations\SrAAo1200?-11-06 GRINDING AID BLDG WITH MODS PZR RF1111-06-07 GRINDING AID BLDG,
TZ/90 39VJ ONI ViA_l 88T8Z9ZOT9 CZ:9T L00Z/bT/TT
Wednesday, Noveube z- 14, 2007, 02:46 PM
STAAD SPACE -- PAGE NO. 13
ALL UNITS ARE KIP FEET (UNLESS OTHERWISE NOTED)
14ENffiER TA= RESMT/ CRITICAL CCND/ RATIO/ LING/
FX MY MZ LOCATION
t- -sr•--^------�.�-- -ter - --
27 ST W14X30 (AISC SECTIONS)
PASS AISC- H1-3 0.700 20
0.15 C 0.01 -80.52 11.23
----------------------------------------------- ------------------------
I MEM= 27, UNIT KIP-INCH, L= 269.5 AX= 8.85 SL- 42.1 SY- 5.61
I KL/R-Y= 181.1 CN- 1.00 YLD 50.00 ALLOWABLE STRESSES! FCZ- 33.00 1
I FTL- 33.00 FCY- 37.50 FTY- 37.50 FC= 9.55 FT= 30.00 FV= 20.00 1
----------------------------------------------------------------------
29 ST W14X30 (AISC SECTIONS)
PASS AISC- HI-3 0.700 20
0.12 C 0.01 -80.54 11.23
--------------------------------------------------- ----------------_.-
1 MEM= 29, UNIT KIP-INCH, L= 269.5 AX- 8.85 SZ� 42.1 SY= 5.8(
1 KLIR-Y= 181.1 CB= 1.00 YLD- 50.00 ALLOWABLE S1'Rv5;SES: FCZ= 33.00 1
1 FTZ= 33.00 FCY= 37.50 FTY- 37.50 FC= 4.55 FT- 30.00 FV= 20.00 1
---------------------------------------- --------------------------------
31 ST W14X30 (AISC SECTIONS)
PASS AISC- H2-1 0.698 20
0.08 T 0.01 -80.68 11.23
----------------------------
I MEM- 31, UNIT KIP-INCH, L= 269.5 A3;- 8.85 SZ= 42.1 SY= 5.81
( XUR-Y= 181.1 CB- 1.00 YLD- 50.00 ALLOWABLE S2'RESSES: FCZ= 33.00 1
J F1'Z= 33.00 MY- 37.50 FTY- 37.50 FC= 4.55 FT- 30.00 FV= 20.00 1
33 ST W14X30 (AISC SECTIONS)
PASS AISC- H2-1 0.700 20
0.58 T 0.01 -80.70 11.23
J MEM 33,,UNIT Kip-INCtl, L- 269.5 Ax- 8.85 SZ= 42.1 SY= 5.81
1 KLIR-Y= I81.1 CB= 1.00 YLD= 50.00 ALLOWABLE STR.&SSE5: FCZ= 33.00 1
1 FTZ= 33.00 FCY= 37.50 FTY= 37.50 PC- 4.55 FTC 30.00 FV= 20.00 1
35 ST W14X30 (AISC SECTIONS)
PASS AISC- HI-1 0.920 20
12.64 C 0.01 -80.70 11.23
C:\Projects\52800's152840\Calculavions\S!'AAD\2007-11-06 GRINDING AID BLDG WITH MOOS PER RFI\11-06-07 GRINDINC AID BLD(3.
TZ/LO 3E)Vd ONI ViA_l 88Z87,9ZOT9 CZ:9Z L00Z/tit/TT
Wednesday, November 14, 2007, 02:48 PM
S1'AAD SPACE - -- PAGE NO. 14
ALL UNITS ARE - KIP FEET (UNLESS OTSExWISE NOTED)
MEMHER TABLE RESULT/ CRITICAL COND/ AATIO/ LOADING/
EX MY MZ LCATION
------------------------------------------------------------------------
I MEM- 35, UNIT KIP-INCH, L- 269.5 AX= 6.85 SZ= 42.1 SY= 5.81
1 KL/R-Y= I81.1 CR- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00 1
1 F-a- 33.00 FCY- 37.50 F1'Y- 37.50 PC- 4.55 FT- 20.00 FV= 20.00 I
36 ST W16X26 (RISC SECTIONS)
PASS AISC- H2-1 0.348 20
0.60 T 0.00 -32.63 0.00
I MEM= 36, UNIT KIP-INCH, L- 67.5 AX= 7,68 SZ= 38.4 Sr- 3.51
1 KL/R-Y- 60.4 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 29.31 1
1 FTZ- 30.00 FCY= 37.50 FTY= 37.50 t'C- 20.40 FT= 30.00 FV= 18.23 1
---------------------------------- ----------------------------------------
37 ST W16X26 (AISC SECTIONS)
PASS AISC- H2-1 0.348 20
0.39 T 0.00 -32.66 0.00
------------------------------------------------------------------------
I MEN- 37, UNIT KIP-INCH, L= 67.5 AX=- 7.68 SZ= 38.4 SY- 3.51
1 HL/R-YQ 60.4 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: E'CZ- 29.31 1
1 FTZ- 30.00 FCY= 37.50 FTY= 3%_50 PC-- 20.40 FT= 30.00 cv- 18.23 1
----------------
- -----------------------------------------------------
38 ST W14X30 (AISC SECTIONS)
PASS AISC- H2-1 0.558 20
0.04 T 0.00 -64.51 11.23
I MEM- 38, UNIT KIP-INCH, L- 269.5 AX= 8.85 $G- 42.1 SY- 5.81
1 KLIR-Y= 181.1 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 33.00 1
1 FTZ= 33.00 FCY= 37.50 F1'Y= 37.5U FC- 4.55 FT-- 30.00 FV= 20.00 1
--------------------------------------------------------------------- ----
43 ST L30254 (AISC SECTIONS)
PASS TENSION 0.083 31
2.34 T O.00 0.00 23.93
I MEN= 43, UNIT KIP-INCH, L= 287.1 AX= 1.31 SZ- 0.3 Sy- 0.71
1 RLIR- = 273.0 Co- 0.00 YLD 36.00 ALLOWABLE STRESSES: t'CZ= 0.00 I
I "XZ= 0.00 FCY- 0.00 FTY- 0.00 FC- 2.00 FT= 21.60 FV= 0.00 1
----------------------------------------------- ---------------------
G:\Projacts152800'3\5Z84o1ca1ctJldCions\STAADI.}007-II-06 GRINDING AID BLDG WITH MODS PER RFI\11,06-07 GRINDING AID BLDG.
17,/80 39Vd DNI ViA_l 88T8Z9Z0T9 87,-9T L00Z/tbT/TT
Wednesday, Novembor 14, 2007, 02:48 pNl
STAAP SPACE -- PACE NO. 15
ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE NOTED)
MEb=R TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
YX MY ME LOCATION
44 ST L30254 (AISC SECTIONS)
PASS TENSION 0.083 32
2.36 T 0.00 0.00 23.93
----------------------------------------------------------------------
I HEM- 44, UNIT KIP-INCH, 1- 267.1 AX= 1.31 SZ= 0.3 SY= 0, 71
I KL/R- = 273.0 CB= 0.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ- 0.00 1
I FTZ= 0.00 FCY= 0.00 FTY= 0.00 FC- 2.00 FT-. 21.60 FV= 0.00 1
45 ST W12X26 (RISC SECTIONS)
PASS AISC- H1-3 0.698 23
0.84 C 0.00 23.99 16.46
-------- ------------- -I-----
I MEM- 45, UNIT KIP-INCK, L= 197.5 AX- 7.65 SZ= 33-4 SY- 5.31
I KLIR-Y= 179.5 OB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 22.79 1
1 FTZ= 30.00 aCYw 37.50 FTY- 37,50 FC= 4.63 F7'- 30.00 FV= 20.00 1
46 ST W10X33 (RISC SECTIONS)
PASS AISC- H1-3 0.335 24
5.09 C 2.27 -22.04 0.00
---------- -----------------------------------------------------------
I MEM= 46, UNIT KIP-INCH, L- 72.0 AX= 9. 71 SG- 34.9 SY- 9.21
I KL/R-Ya 78.8 CB" 1.00 YLD= 50.00 ALLOWABLE STRESSES: PCZ- 33.00 1
1 F'!'Z- 33.00 FCY- 37,50 FTY= 37.50 F'C- 19.25 FT-- 30.00 F'v= 20.00 1
47 LD L30204 (AISC SECTIONS)
PASS AISC- ml-1 0-395 24
9.40 C 0.00 -0.05 4.24
--•-------------------------
I Mehl= 47, UNIT KIP-INCH, L- 201.8 AX= 2.38 SL- 1.2 SY- 0.91
I KL/R-Y= 119.0 CB= 1-00 YLD- 36.00 ALLOWABLE STRESSES: t'C2= 21.60 I
I FTZ- 21.60 FCY= 21.60 FTY= 21.60 t'C-- 10.43 FT-- 21.60 FV= 14.40 1
60 ST W18X40 (AISC SECTIONS)
PASS AISC- H1-3 0.045 24
2.64 C 0.19 -4.86 4.03
G:1Prejects\52800•s152840�CalculationSISTAAD\2007 11-06 GRINDING AID BLDG WITH MODS PER RFI\11-06-07 GRINDING AID ET40G.
ZZ/60 39Vd ONI diA_l 88T87,9Z0Z9 6Z:9Z L00Z/bZ/TT
Wednesday, November 14, 2007, 02:48 PM
STAAD SPACE -- PAGE NO_ I6
ALL UNITS ARE - KIP FEET (UNLESS OTXZRWISE 140TSD)
IM MBER TA= RESULT/ CRITICAL COND/ RATIO/ LOADISO/
EX MY MZ LOCATION
----------------------------- ----------.------------------------------
I MEM= 60, UNIT KIP-INCH, L- 48.4 AX- 11.80 SZ- 68.4 SY- 6.41
I KLIR-Y- 38.0 CB_ 1.00 YLD= 50.00 ALLOWABLE STRESSES: thCZ= 33.00 1
1 FT?,- 33.00 E'CY= 3%.50 F'TY= 37.50 FC= 23.68 FT= 30.00 Fv= 20.00 I
61 ST WIBX40 (AISC SECTIONS)
PASS AISC- H1-3 0.03923
3.37 C -U.18 -3,42 4.03
--------------------------------
I MEN- 61, UNIT KIP-INCH, L- 48.4 AX- 11,80 SZ- 68.4 SY- 6.41
1 KLIR-Y= 36.0 CB= 1.00 YLD= 50-00 ALLOWABLE STRESSES: FCL 33.00 1
1 FTZ= 33.00 FCY= 37-50 FTY= 37-50 FC= 23.69 NT'= 30.00 FV- 20.00 1
69 ST W18X40 (AISC SECTIONS)
PASS AISC- HI-3 U-467 20
0-02 C -0.36 -84-45 0.00
I MEM= 69, UNIT KIP-INCH, L- 48-5 AX- 11.80 SZ- 68.4 SY= 6.41
1 KLIR-Y= 38.1 CB= 1.00 YLD= 50-00 ALLOWABLE STRESSES: FCZ- 33.00 1
1 FTZ= 33.00 FCY= 37,50 FTY= 37.50 FC= 23.68 Fr- 30.00 FV 20.00 1
70 ST W18X40 (AISC SECTIONS)
PASS AISC- H2-1 0.634 20
1.10 T 0.24 -116.42 0.00
I MEM- 70, UNIT KIP-INCH, L- 60.3 AX- 11.80 SZ- 68.4 SY- 6.41
1 KL/R-Y= 47.5 CB= 1.00 YLD= 50-00 ALLOWABLE STRESSES: E'CZ- 33.00 1
1 F1 La 33.00 E'CY= 37.50 E'1'Y= 3?.50 FC= 22.68 F'T- 30.00 E'V- 20.00 1
71 ST W18X40 (AISC SECTIONS)
PASS AISC- H1-3 0.635 2C
1.04 C 0.25 -116,42 5.04
----- •-------
I MF,M= 71, UNIT KIP-INCH, L- 60.6 AX- 11.8f1 SZ- 68.4 SY- 6-4I
1 KL/R-Y- 47.5 CB- 1.00 YL(7= 50.00 ALLOWABLE STRESSES: FCZ= 33.00 I
I FT-9- 33.00 FCY- 37.50 t'TY= 37.50 FC= 22.68 FT= 30.00 FV= 20.00 I
GiIProjccts152800'S\528401CalculationslSTAAD12007-11-06 GRINDING AID BLDC WI2-H MODS PER RPS\11-06-07 GRINDING AID BLDG.
UVOT 39dd ONI VIAL 88T8Z9Z0T9 EZ:9T L00Z/bT/TT
Wednesday, NovQzber 14, 2007, 02:43 PM
STAAD SPACE -- PAGE NU. 1
ALL UNITS ARE - KIP FEET (UNLESS OTBLxw2SE NOTED)
AMBER TABLE RESULT/ CRITICAL COAD/ RATIO/ LOADING/
EEC my biz LOCATION
72 ST WlBX40 (AISC SECTIONS)
PASS AISC- H1--3 0.413 20
2.87 C -0.08 -74.80 5.04
-----------'-------------------------------------------- ---------------
I MEM= 72, UNIT KIP-INCH, L= 60.5 AX- 11.90 SZ= 68.4 SY= 6.41
1 KL/R-Y- 47.5 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ- 33.00 1
I M= 33-00 FCY= 37.50 FTY- 37.50 FC= 22.68 FT= 30.00 Fv 20,00 1
------------------------ ------------------ ------------------------------
73 ST W18X40 (AISC SECTICNS)
PASS AISC- H2-1 0.736 20
3.62 T -0.24 134.24 2.52
I MEN- 7.3, UNIT KIP-INCH, L- 30.2 AX= 11.80 SZ= 68.4 sr- 6.41
1 K41A-Ye 23.8 CB= 1-00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00 1
1 FTZ= 33.00 FCY- 37.50 FTY= 37.50 FC= 24.96 r'T= 30.00 Fv= 20-00 1
--------------------------------..---------------------------- ---------
74 ST WlBX40 (AISC SECTIONS)
PASS AISC- H2-1 0.349 20
1.76 T 0.12 63.56 5.04
-------------------------------------------------------------------••----
I MEM= 74, UNIT KIP-INCH, L= 60.5 AX- 11.80 SZ= 68.4 SY- 6.41
1 KLIA-Y- 47.3 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00 1
1 ETZ- 33.00 FCY= 37.50 F'TY- 37.50 FC= 22.68 flY 30.00 FV= 20.00 1
--------------------------------------------------------------- ------
75 S'V W1BX40 (AISC SECTIONS)
PASS AISC- H1-3 0.472 20
0.02 C 0.36 -65.37 0.00
I MEM= 75, UNIT KIP-INCH, L= 48-5 Ax- 11.80 SZ= 68-4 SY- 6.41
1 KL/R-Y= 38.1 CA- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00 1
1 FTZ= 33.00 FCY= 37.50 FTY- 37.50 FC= 23.68 FT- 30.00 Fv= 20-DO I
77 ST W1.6X40 (AISC SECTIONS)
PASS AISC- H2-1 0.645 20
1.11 T -0.24 -118.47 0.00
0:\Project&\52800's\52640\Calculations%$TAAD\2007-11-06 GRINDING AID BLDG WITH MODS PER RFI\11-06-07 GRINDING AID BLDC.
TZ/TT 3Jdd ONI ViA_1 8GTKKOT9 CZ:9T LaOZ/bT/TT
Wednesday, November 14, 2007, 02:48 PM
STAAD SPAC4 PAGF NO. 18
A" UNITS ARE - KIP FEET (UNLESS OTSBRWXSE NOTED)
h2148KR VABLE RESULT/ CRITICAL COMD/ RATIO/ LOADING/
FX MY NZ LOCATION
-ram_--
-----------------------------------------------------------------------
I MEM- 77, UNIT KIP-INCH, L= 60.5 AX= 11.90 Sz- 68.4 $Y- 6.41
1 KLIR-Y= 47,5 CB= 1,00 YLD= 50.00 ALLOWABLE" STRESSES: FCZ= 33,00 1
1 FTZ= 33.00 FCY= 37,50 FTY= 37.50 FC= 22.68 FT= 30.00 FV= 20.00 1
-----..I----------- I--------------------------------------------- -------
79 ST W18X40 (AISC SECTIONS)
PASS AISC- H1-3 0,646 20
1.04 C -0,25 -118.47 5.04
----------- ------------------------------------- ------------ --------
I MEM= 79, UNIT KIP-INCH, L= 60,5 AX- 11.80 SG- 68.4 SY- 6.41
1 KL/R-Y- 47.5 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 33-00 1
1 FTL- 33.00 FCY- 37.50 FTY- 37.50 PC- 22.68 FT- 30.00 FV= 20.00 1
--------------------------------------------------- --------------------
81 ST WlBX40 (AISC SECTIONS)
PASS AISC- H1-3 0.430 20
2.88 C 0.09 -77,99 5,04
I MEN= 61, UNIT KIP-INCH, L= 60.5 AX= I2.80 SZ- 68.4 SY- 6.41
1 KL/R-Y- 47.5 CB- 2.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00
1 FTZ- 33.00 FCY- 37.50 FTY-- 37.50 FC- 22.68 FT-- 30.00 FV= 20,00 i
------------------------- ------------------------------------------------
83 ST W1BXd0 (AISC SECTIONS)
PASS AISC- K2-1 0,714 20
3.56 IV 0131 129.37 2.52
I MB:M_ 83, UNIT KIP-INCH, L- 30.2 Ax- 11.80 SZ= 68.4 SY- 6.41
1 KLIR-Y= 23.8 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: PCZ- 33,00 1
i FTZ= 32,00 FCY= 37.50 FTY= 37,50 FC= 24.96 FT-- 30.00 FV= 20.00 1
85 ST W16X40 (AISC SECTIONS)
PASS AISC- H2-1 0.330 20
1.72 T -U.1d 59,75 5,04
I MEM- 85, UNI'C XIP-INCH, L= 6U.5 A)X- 11.80 S2- 68,4 SY- 6.41
1 KLIR-Y= 47.5 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 33,00 1
1 FTZ= 33.00 FCY= 37.50 FTY= 37.50 FC= 22.68 FT= 30,00 FV= 20,00 1
----------------------------- --------------------- ----------- -----------
G:\Projests\52800's\526401Calculations�STAAD\2007-11-06 GRINDING AID BLDG WITH MODS PER RFI\21-06-07 GRINDING AID BIDG.
TZ/ZT 39dd ONI ViA1 88T8Z9Z0T9 £Z:9T L00Z/VT/TT
Wednesday, November 14, 2007, 02:48 PM
STAAD SPACE -- GAGE NO. 19
ALL UMXTS ARE - KIP FEET (UNLESS OTRIRWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COM/ UTIO/ LOADING/
FX b1Y MZ LOCATION
=Qr-
93 ST W18X40 (AISC SECTIONS)
PASS AISC HI-3 0.720 20
4.75 C 0.21 129.77 0.00
i MEN- 93, UNIT KIP-INCH, L- 30.2 AX- 11.80 SZ- 68.4 SY- 6.41
I KL/R-Z= 36.7 CB= 1,00 YLD= 50.00 ALLOWABLE STRESSES: F'CZ= 33.00 1
1 FTZ= 33.00 FCY= 37.50 FTY= 37.50 FC= 23.82 FT= 30.00 FV= 20-00 1
94 ST WISX40 (AISC SUCTIONS)
PASS AISC- H1-3 0-743 20
4.74 C -0.20 134.66 0.00
--------------------- -------------•- ----------------------------,-----
I MEM= 94, UNIT KIy-INCH, L= 30.2 AX= 11.80 SZ- 68.4 SY= 6.41
Kb/R-Z= 36.7 CB- 1.00 YLD ,50.00 ALLOWABLE STRESSES: FCZ- 33.00 1
FT'Z= 33.00 F'CY= 37.50 FTY- 37.50 FC= 23.82 FT= 30.00 FV- 20.00 1
---------------------------------------------------- --------------_-
97 ST W10X33 (AISC SECTIONS)
PASS AISC- 141-'1 0.467 25
57.24 C 0.01 10.0e 10.31
----------------- --
MEM- 97, UNIT KTP-INCH, L= 265.0 Ax- 9. 71 SZ= 34.9 SY= 9-21
1 KL/R-Y= 85.0 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 25.88 I
1 FTZ= 30.00 FCY- 37.50 FTY= 37.50 FC= 18-00 t-r- 30.00 FV� 20.00 1
99 ST w10X33 (AISC SECTIONS)
PASS AISC- KI-1 0-454 28
54.07 C 0.35 -9-61 10.31
I MEM= 99, UNIT KIP-INCH, L= 166.0 AX- 9.71 SZ- 34.9 SY= 9.21
1 KL/R-Y= 65.0 CB= 1.00 YLD= 50-00 ALLOWABLE STRESSES: FCZ- 25.88 1
1 FT-7- 30.00 FCY= 37.50 FTY= 37.50 FC= 19.00 FT- 30.00 FV- 20.00 1
100 S'!' L30254 (AISC SECTIONS)
PASS TENSION 0.170 33
4.82 'P 0.00 0.00 17.92
G:1Pro)acts\52800's1528401CalCU14tionSISTAAD�2007-11-06 GRINDING AID BLOG WITH MODS PER RF1111-06-07 GRINDING AID BLDG-
ZZ/8Z 39Vd ONI VIA-1 88Z839ZOT9 8Z:9Z 100Z/bZ/ZZ
Wednesday, November 14, 2007, 02.48 PM
STAAD SPACE -- PAGE NO. 20
ALL UNITS ARE - FT1, FEET (MLESS OTHRRWISE NOTED)
ER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
Fx my NZ LOCATION
I MEM- 100, UNIT KIP-INCH, L= 215.1 AX= 1.31 S2- 0.3 SY- 0.71
1 KLIR- = 193.6 CB- 0.00 YLD-- 36.00 ALLOWABLE STRESSES: YCZ= 0.00 1
I FTZ= 0.00 FCY- 0.00 FTY- 0.00 FC- 3.98 F'T= 22.60 FV= 0.00 1
101 ST L30254 (RISC SECTIONS)
PASS '1ENSION 0.315 d0
8.92 T 0.00 0.00 27.92
I MEM= 101, UNIT K1P-INCH, L- 215.1 AX- 1.31 SZ= 0.3 SY- 0.71
1 KL/R- - 193.6 CB- 0.00 YLD- 36.00 ALLOWABLE STRESSES: FCL- 0.00 1
I FT2- 0.00 FCY_ 0.0U FT'Y= 0.00 t'C= 3.98 t"l9 21.60 iv- 0.00 1
102 ST 1,30254 (AISC SECTIONS)
PASS TENSION 0.350 31
9.94 T 0.00 0.00 17.92
I MEM= 102, UNIT K2-P-INCH, L- 215.1 AX= 1.31 SZ= 0.3 SY= 0.71
I KL/A- = 193.6 CB= 0.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ- 0.00 1
I k'TZ= 0.00 FCY= 0.00 FTY= 0.00 FC= 3.98 "L'= 21.60 sv- 0.00 1
103 ST L30254 (AISC SECTIONS)
PASS TENSION 0.140 43
3.96 T 0.00 0.00 17.92
--------------------------------------------------------- ----------------
1 MEM= 103, UNIT KIP-INCH, L- 215.1 AXE 2.31 SZ- 0.3 SY= 0.71
KL/R- - 193.6 CB- 0.00 Y14D- 36.00 ALLOWABLE SMESSES: FC'2- 0.00 1
1 FTZ- 0.00 FCY- 0.00 FTY- 0.00 FC- 3.98 b'T- 22.60 F'V- 0.00 1
105 ST W12X26 (AISC SECTIONS)
PASS AISC- H1-3 0.045 40
5.21 C ().00 -•0.24 6.11
I MEN- 105, UNIT KIP-INCH, L= 136.0 AX= 7.65 SZ= 33.4 SY= 5.21
1 KLIR-Y= 91.7 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 22.74 1
1 FTZ= 30.00 FCY= 37.50 FTY- 37.60 FC- 16.44 F1'- 30.00 Fv- 20.00 1
G:1Projects\32800's1.528401Ca1culbtionslSTAAD�2007-11-06 GRINDING AID BZDC WITH MODS PER RF'1111-06-07 GRINDING AID BLDG,
TZ/bT 39Vd ONI ViA_l 88T8Z9Z0T9 EZ:9T L00ZOT/11
Wednesday, November 14, 2007, 02:4E PM
STAAD SPACE - PACE NO. 21
ALL UNITS ARE - XXF BEET jV NLESS OTHERWISE NOTED)
NEWER TABLE RESULT/ CRITICAL COND/ PMIO/ LOADING/
FX MY MZ LOCATION
107 ST W12X26 (AISC SECTIONS)
PASS AISC- hl-3 0.051 31
5.61 C 0.00 -0.40 5.75
I MEM- 107, UNIT KIP-INCH, L= 1-18.0 AX- 7.65 SZ- 33.4 SY- 5.31
1 KL/R-Y= 91.7 CB= 1.00 YLD= 30-00 ALLOWABLE $PRESSES: FC2- 22.74 1
I FTZ= 30.00 FCY= 37.50 FTY= 37,50 FC= I6.44 tl- 30.00 FV- 20.00 1
108 ST L30254 (AISC SECTIONS)
PASS TENSION 0.202 39
5.72 T 0.00 0.00 15.05
----------------- ------
1 MEMO 108, UNIT KIP-INCH, L= 180.6 AX= 1.31 SZ- 0.3 SY= 0,71
1 K11R- = I93.6 CB- 0.00 YID- 36.00 ALLOWABLE STRESSES; FCZ- 0.00 1
I FTZ= 0.00 eCY= 0.00 FTY- 0.00 FC= 3-96 FT= 21.60 FV- 0.00 1
109 ST L30254 (AISC SECTIONS)
PASS TENSION 0.227 40
6,44 T 0.00 0.00 14-15
------------------- --------
i MEM- 109, UNIT KIP-INCH, L= 169.8 AX- 1.31 SZ= 0.3 SY= 0-71
1 KL/k- = 193.6 CB- 0.00 YLD= 36.00 ALLOWABLE STAESSES: FCZ= 0.00 1
1 tL'Z= 0.00 FCY-• 0.00 FTY- 0.00 FC= 3.98 FT- 21.60 FV= 0-00 1
--------- --------------------------------I-----------------------------
110 ST L30254 (AISC SECTIONS)
PASS TENSION 0.1B4 40
5.21 T 0.00 0.00 15-05
---- ---------------------- -
( MEM 110, UNIT KIP-INCH, L= 180.6 AX- 1.31 SZ- 0.3 SY= 0.71
1 KLIR- - 193.6 CB- 0.00 YLD= 36-00 ALLOWABLE S7'R15SSES: FCZ- 0.00 1
I FTz- 0.00 FCY- 0.00 FTY= 0.00 FC= 3.98 FV- 21.60 FV- 0.00 1
Ill. ST L30254 (AISC SECTIONS)
PASS TENSION 0.245 31
6.95 T 0.00 0-00 14-15
G:1PCo ect9152800'6;1528401roiculationstSTAAD12007.11-06 GRINDING AID BLDG WITH MODS PER RF.011-06-07 GRINDING AID BLDC.
TZ/ST 39bd ONI d1111 88T8Z9ZOT9 C7,:9T L00Z/bT/TT
_ Wednesday, Dlovember 14, 2007, 02:46 FM
STAAD SPACE -- PAGE N0. 22 _
ALL UNITS ARE - laP BEET (UNLESS OTHERWISE NOTED)
MEMB£R TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
F'X MY mz LOCATION
MEM= 111, UNl'1' KIP-INCH, L= 169.8 AX= 1.31 SZ- 0.3 SY- 0.71
1 KLIR- = 193.6 CB= 0.00 YLD- 36.00 ALLOWABLE STRESSES: FCZ= 0.00 1
f PTZ= U_00 FCY- 0.00 FPY- 0.00 FC- 3.98 FT-- 21.60 FV= 0.00 1
113 ST W10X33 (AISC SECTIONS)
PASS AISC- H1-1 0.334 20
65.48 C 0.40 0.36 1.00
I MEM= 113, UNIT HIP-INCH, L- 12.0 Ak- 9. 71 S2- 34.9 SY= 9.21
1 KL/R-Z- 67.4 CB- 1.00 YLD= 50.00 ALLOWABL4,' STRESSES: FCZ= 33.00 1
I FTZ- 33.00 FCY- 37.50 PTY= 37.50 FC= 21.41 FT= 36.00 FV= 20.00 1
---------------------------------------- --------------------------------
114 ST W10X33 (AISC SECTIONS)
PASS AISC- KI-1 0.338 20
66.13 C 0.43 -0.37 1.00
I MEM= 114, UNIT KIP-INCH, L- 12.0 Ake 9.72 S2- 34.9 SY- 9.21
1 KL/R-Z- 67.4 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: t'CZ- 33.00 1
1 FTZ= 33.00 FCY 97.50 F7'Y- 37.50 h'C= 21.41 F'T-- 30.00 FV= 20.00 1
115 ST W12X26 (AISC SECTIONS)
PASS AISC- H1-3 0.356 32
0.39 C 0.00 8.63 0.00
MEM= 115, UNIT KIP-INCH, L- 269.5 AX- 7.65 Sz- 33.4 SY- 5.31
1 KLIR-Y- 179.2 Cb- 1.00 YLD= 50.00 ALLOWABLE: STRESSES: FCZ= 8.99 1
I FTZ- 30.00 PCY- 37.50 FTY= 37.50 FC= 4.65 FT= 30.00 FV= 20.00 1
116 ST TUB180609 (AISC SECTIONS)
PASS AISC- HZ-3 0.441 20
15.31 C 0.00 95.35 4.46
I MEM= 116, UNIT KYP-INCH, L- 53.5 Ak- 22.40 Sz- 90.9 SY= 47,01
1 KLIR-Y- 21.3 CB- 1.00 YLD- 46.00 ALLOWABLE STRESSES: FCZ= 30,36 1
FTZ= 30.36 FCY-- 27.60 FTY- 27.60 FC= 25.99 £T= 27-60 Fv= 18.40 1
G:\Projects\52800'8(528401Calculation&lS2'AAD►2007-11-06 CRINDING AID BLDG WITH MODS PER RFI 11-06-07 GRINDING AID BLDG_
TZ/9T 39Vd ONI ` iA_l SSTSZKOT9 SZ:9T L90Z/bT/TT
Wednesday, November 14, 2007, 02:48 PM
` STAAD SPACE - _- PACE NO. 23
ALL UNITS ARE - HIP FEET (MILESS OTHERWISE NOTED)
mxbmR TA I" RESULT/ CRITICAL COND/ RATIO/ LOADTta/
FX my KZ LOCATION
118 S'1' TUB100608 (AISC SECTIONS)
PASS AISC- H1-3 0,307 20
15.33 C 0.00 64.68 0.00
I MEM= 1.19, UNIT KIP-INCH, L- 36.0 AX- 22,40 SZ= 90.9 SY= 47.01
1 KL/R-Y- 14.3 CB- 1.00 YLD= 46.00 ALLOWABLE STRESSES: FCZ= 30.:36 1
1 FTZ- 30.36 FCY- 27.60 k'7'Y= 27.60 FC= 26.61 FT= 27.60 FV= 18.40 1
---------------------------------------------------- --------
119 ST TM U608 (AISC SECT ONS)
PASS AISC- H1-3 0.456 20
0.00 T 0.00 95.35 0.00
( MEM= 119, UNIT KIP-1-NCH, L= 180.0 AX= 22.40 SZ= 90.9 SY= 47.01
1 KL/R-Y- 71.1 CB- 1.00 YLD= 46.00 ALLOWABLE STRESSES: FCZ= 27.60 1
I FTZ- 27.60 FCY- 27,60 £TY- 27.60 FC- 19.46 FT= 27.60 FV= 18.40 1
120 ST W10X33 (AISC SECTIONS)
PASS AISC- H1-3 0.134 34
7.47 C -0.42 7.65 0.00
1 MEM= 120, UNIT KIP-INCH, L= 99.0 AX= 9.71 $G- 34.9 Sy- 9.21
I KLIR-Y- 51.0 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 30.00 1
FTZ- 30.00 FCY= 37.50 FTY= 37.50 FC= 24.I9 FT= 30.00 FV= 20,00 1
122 ST W10X33 (AISC SECTIONS)
PASS AISC- H1-3 0.124 23
B.30 C 0.67 5.70 1.38
I MEN= 122, UNIT KIP-INCH, L= 99.0 AX= 9.71 5Z= 34-9 $'Y- 9,21
1 KLIR-Y- 51.0 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 30.00 1
1 FTZ= 30.00 FCY= 37.50 FTY= 37.50 FC= 24.19 FT= 30.00 FV= 20-00 1
123 ST W10X33 (AISC SECTIONS)
PASS AISC- H1-1 0.368 26
53.79 C 0.16 8.87 0.00
G:1Pr•ojectsl52800's1529401Ca1Cul,ItionSISTAAD12007-11-06 (GRINDING AID BLDG WITH MODS PER Rk'1111-06-07 GRINDING AID BLDG,
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Wednesday, November 14, 2007, 02:48 FM
STAAD SPACE _ -- PAGE NO_ 24
ALL UNITS AM - IXTP FEET (UNLESS OTXZRWISE NOTED)
baNSER TABLE RESULT/ cRITic" COND/ RATIO/ LOADING/
rx MY Mz LOCATION
-----------------------------------------------------------------
I MEM- I23, UNIT KIP-INCH, L- 104.5 AX-- 9.72 SZ- 34.9 :;Y= 9.21
I KL/R-Z= 67.4 CB= 2.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 30.00 1
1 F'TZ- 30.00 FCY= 37.50 FTY- 37.50 F'(;- 21.41 PT- 30.00 FV= 20.00 1
125 ST WlOX33 (Al$C SECTIONS)
PASS AISC- H1-1 0.371 28
53.74 C 0.47 -8.24 0.00
I MEM= 125, UNIT KIP-INCH, L- .Z04.5 AX- 9.71 SZ- 34.9 SY- 9.21
1 KL/R-Z- 67.4 CB- 1.00 YLD- 60.00 ALLOWABLE STRESSES: r'CZ= M_00 I
I FTZ= 30.00 FCY- 37.50 FTY- 37.50 FC- 21.41 FT= 30.00 FV= 20_00 I
266. STEEL TAKE OFF ALL
G:kPzojec:Lsk52800's\528G01CalculationslSTA4D12007--11-06 GRINDING AID BLDG WITH MODS PER RF1111-06-07 CRINDING AID BLDG.
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LEEWARD DRIFTING SNOW CALCULATOR
PROJECT: GRINDING AID BLDG.-LCC-GLENS FALLS,NY
ENG. NAME: ERP DATE: 8/13/2007
LVTA JOB NUMBER: 62840
DRIFT LOCATION: HIGH GRIND AID ROOF ONTO LOWER
ENTER THE FOLLOWING INFORMATION:
GROUND SNOW LOAD,po= 30 psf y0 TTr'"`IT"f
FLAT ROOF SNOW LOAD,p}= 30 psf ww equwbn
�,,..soD n
LENGTH OF ROOF UPWIND OF 40 ft s
DRIFT. I„ aoD
SNOW DENSITY,y= 0.13pq+14 5 30 pcf
� 200
USE 17.9 pcf
0
HEIGHT OF BALANCED SNOW LOAD, hp- pvy 4 +
USE 1.68 ft ° a
'� 50
DRIFT HEIGHT,hd= (0A3)x(I jell x(pa+ 10)ll- 1,5 ft
;cs
USE 2.2 ft 2
It 1,.c26 ft,usal„=26ft
DRIFT WIDTH,w= 4 hd It ftdr0.43 paf YD-l.0
USE 8.8 ft
D 2D 40 8D so 100
pn.0,ound Snow Load(wtlR
MAXIMUM INTENSITY OF DRIFT hay psf �o wmaA��h�evo.ao&
SURCHARGE LOAD.Pd=
FWURE 7-U
USE 39.00 psf UMMM awD SWANOH Wn QtMK#mWN4 DAFT 14B"Y.JW
I 4 Sumhw"Land
Dw to OrHYng
8waneW$now load
fb
w
MUM 7.8
aot4nGURATIO14 OF SmW DRIFTS ON LOWER ROOFS.
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Lehigh Talley 7'ecWcalAssoclates, Inc. PROJECT NO. 5ZTrq•Q
Consulting Engineering & Drafting Services SHEET NO, __L_of
1584'Weaversvllle Road PROJECT L—GG- C�•�rJY - �',pi,,,p y,�
Northampton,Pa. 18067-9039 CALCULATED BY: n2„P DATE:
Phone 610-262-6345 Fax 610-262-8188
infogNta.net CHECKED BY: DAYS;
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2)ASCE 7-02,SECTION 6.5 ANALYTICAL PROCEDURE METHOD 2
6-5.12 Design Wind Loads on Enclosed and Partially Enclosed @uRdings-(all Heights)
MWFRS Velocity pressure%a .00256 K,Ka Ka V71„, Eq.6-15
Exposure C Root Height h= 27 feat
Exposure coetficient K. Saction 6.5.8.6.is obtained from Table 6-3.Case 2 for MWFRS
Topwraphy factor Ka= 1.12 Section B.5.7.2,Figure 6-2
Directionallty factor Ka= 0,65 Table 64
Wind Speed V. 90 mph
Importance tenor Iw a 1.00 Table 1604.6
4 a 19.70 K, psf
Internal Pressure Coefficient(GC,,)= t 0.10 Figure 9-5 for �aulanp •
Gust effect factor G n 0,85 Section 6.6.8.1
Pressures for MINFRS p-gGCo-qL(GC,j) Eq.6-17
Wall and Roof External Pressure Coofticlents C.from figure 64 or 6-8
Wind Normal to ridge(-L to 48)LIB a 0.52 R/L-27124- 1.13 89 1.2
Yllindward wall C,= 0111 Windward FWf C,=
Leeward well CP m -0.50 for US= 0,62 Leeward roof C,=
Side wall C._ -0.7 or Roof C,= -t.30 .0.70
Wind Parana)to ridge(-L to 24)UB a 1,02
Windward wall C,= 0,8 tdL a 27146- 0.59
Leeward wan Co= -0.32 for LIB= 1,92 Roof C, 1.0 -0.9
Side wall C,a -0.7 fQrdist 134 27.o
15. I 15
3.41
20.91 [;il
All races shown in Psr 16. O W 15 R
= 24 c 46
p= gGcro-qi(GC,a Eq.6-15 For Exp C
where q=q,for windward 7v-90o = 0.5
q=qL,for leeward Wall,side wall and roof @27 it K,=2.01(71V'
qt a Qe for encles&d WIdinq Q27 ft K,(min)=2.01(15h„)74"
Roof Ht ha 27 f! Nonnal to Ride to 46 N-O97
ridgeto 24
Height K. qh C, gnGc gi,GC
Lcoward wall all o.961 1a.92 -0.50 -8.04 -5.16
Slda wall all 0.961 18-92 -0.7 -11.26 -11.26
Roof ww Or •1,30 -20.9 ft0-ia.5 -15.59 fro,13.eLw -0.70 -115 fr�13.5 -15.03 1ra13.5
rr 27.0-
tL
Wlrrd normal to 01fto Wind Paralltil Io ridge
2,M.(ft) K, qe C P=q,GC WW*LW C P WW+LW [CSC I'l
Windward wall 0 to 15 0.849 16.72 0.8 11.37 19.41 0.80 11,37 16.52 ►
20.0 0.902 17.77 0.8 12.o® 20A2 0.80 12,00 17,23 4 (L-0)
27.0 0.961 18.92 0.8 12.87 20.91 0.80 12,87 18.02
"Zc? fluyV-
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ail C4-0-J)
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