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2007-720
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE (.3""FE7 OCCUPANCY Permit Number. P20070720 Date Issued: Tuesday, December 09, 2008 This is to certify that work requested to be done as shown by Permit Number P20070720 has been completed. Location: 1412 STATE ROUTE 9 Tax Map Number. 523400-288-016-0001-003-000-0000 Owner. JOLLEY ASSOCIATES Applicant: JOLLEY ASSOCIATES This structure maybe occupied as a: Commercial / Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building& de rcement 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: P20070720 Application Number. A20070720 Tax Map No: 523400-288-016-0001-003-000-0000 Permission is hereby granted to: JOLLEY ASSOCIATES For property located at: 1412 STATE ROUTE 9 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: JOLLEY ASSOCIATES Commercial/Industrial $450,000.00 54 LOWER WELDEN St ST. ALBANS, VT 05478-0000 Total value $450,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-720 8500 sq ft commercial industrial JOLLEY STORE $1,275.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, April 04,2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T o ee 7 / r' pril 04, 2008 SIGNED BY / for the Town of Queensbury. Director of Building&Code Enforcement 09/11/ZUU8 lu:ub Uvznz41D(v 1516MW884 P.1 Sep 1 08 10:10a Jolley Exit 20 Builcling Permit No.: 2007-720 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUtPANCY A�`FAf'ORARY CERTIFICALE QE OCCUPANCY is hereby regvesied for the property located at* 1412 State Route 9 For the following use(s): Commercial f and nd that if the conditions thof follow are not met before the expiration d e depo " forfeited. 36wtvre of Applicant Date A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby Q APPROVED [� DISAPPROVED with the following conditions: 1)install permanent asphalt pavernent ramp(Q 2nd exit as discussed 2)completion and final 3rrd party approval of lift elevator 3)complete interior fit up of Dunkin Donuts space 4)submit final survey 5)install permanent no parking sign @ access aisle temp in place __-0 R E 1 F i�`�_ ►J AA jh EM(� L) 1 Q LWAIR Z CA,i FEE. Q$I O.Oo DEPOSIT: ✓�$100 RECEIVED ON:r--%;') - 19 ,4 t 8-29-06 DirectorWel Rng C rcement" Daie of Issuance" *This Certificate Is NOT VAIN unless signed by the Drecfa of BuDding 8.Code Enforcement or his designee "This TEMPORARY CERTIFICATE OF OCCUPANCY expires 9U cloys from the Date of issuance -%..-. �... ... ....... ... .......... o OFFICE USE ONLY , TAX MAP N PERMIT NO. FEES: PERM C-� / E TION 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: J ; OWNER: �frE'I� �c i �. ADDRESS: L%V& Wtlelt'ln,5k_ 6t Al ms Vi OY419 ADDRESS: &4 Ze -r 1tfziWn,5t, 1 rf'I.4qs.� , PHONE NOS. 50 �Z - 5.?7-0i 14, PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: (ev:,) yan4 !!9 PHONE:Sr W:3 LOCATION OF PROPERTY: _NJ A 1'8 1&tfie^ c� SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:-, CHECK ALL THAT APPLY TO YOUR z 0 � p C w u- cn PROJECT 00 0 0 = _ u_ Q U o Z Z Q Q � d Nd OUi OF- LL a2oa SINGLE FAMILY TWO-FAMILY � �r MULTI-FAMILY ,. (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- 'fn`'n- MERCANTILE )(' �j d(5"c� 41 a 5-G' � S�`C� /5 �7 FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCOL OR INDUSTRIAL-NAME OF BUSINESS: Tt ttew Sio r'+ew- ESTIMATED CONSTRUCTION COST: 45-e,400 FUEL TYPE: tcfc t'i C 6�a-S HEAT TYPE: i'�� *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? sz IS THIS A HISTORIC SITE? ,lid; PROPOSED USE OF BUILDING OR ADDITION: (�f! `eil icOeC- d t f-e- 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL l I-OS ., Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY?.1K) 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 Qodes, local building laws and ordinances, and in conformance with local zoning regulations. I 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 n agree to the above. Signed Director of Buildinq,& 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) 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. 00 Application: , , , , , I I 0 ,. / , , , , , , , , , , , . . . ,, , 10 BUILDING & CODES APPROVAL ; ; ZONING APPROVAL 10 , , , , , , , DATE DATE 00 , , , , :... - , ...�...�.. i ......... ..............................J CQUESTIONS? CALL 761-8256 OR EMAIL codesCg7gueensburv.net Office Use Only R WEBSITE FOR MORE INFORMATION www.gueensburv.net Operating Permit Issued: Yes L No Occupancy Type: _ Construction Classification: 2-/R Assembly Occupancy Limit: Special Conditions: Town of Queensburyy - Community Development Office - 742 Bay Road, Queensburyj, NY 12804 Sep'12 08 WIN Jolley Exit 20 i Si 6 ry3btstin N Building Permit No.: 2007-720 T--- APPi.1CAT(ON FOR A TEMPORARY CERTINCATE Of OCCUIPANCY - A F QE Q _C 1JEA_ Z is hereby requested for the property located ot: 1412 State Route 9 For the follovhng use(s): Commercial 1 and nd that if the conditions that follow are not met before the expiration d t e depa forfeited. IIg Shjuature of Applic-ont Date A TEMPORARY CERt]FICATr OF OCCUPANCY is hereby ElAPPROVED [-1 DISAPPROVED with the following conditions: 1)install permanent asWuR pavement ramp 0 2nd exit as discussed 2)cmPletion anct final 3rd party approval of lift elevator 3)complete interior fit up of Dunkin Donuts space 4)submit final surrey S)install permanent no parking sign @ access aisle temp in plats flag EVA nc� 2N FEE: Q$10.00 DEPOSIT: Q$100 RECEIVED ON: $ 1 8-29-0e Director g WC rcement^ Daie of Issuance- 'This Certificate Is NOT VALID unless signed by the EXtector of 6tAdu7g&Code Enforcement or his designee —This TEMPORARY CERTIFICATE OF OCCUPANCY expires 90 days from the Date of issvonce FIRE MARSHAL'S OFFICE Town of Queetisbury 742 Bay Road, Queensbury, NY 12804 "Horne of Natural Beauty ... A Good Place to Live " PLAN REVIEW Jolley Mobil 2007-720 3/12/2008 Review of re-submittals on this date: 1) Truss ID signage is still not correct. Accuracy is the responsibility of the owner or his designee 2) Please add note indicating conveyor system will require 3rd party certification 3) No M2 drawings in package _Slued m Dek r R-fet' i SAe' f M 2- 4) No details for hood 92. It does not appear that all equipment will fit under one hood. The Baxter OV30OG and E units spec. sheet calls out for mounting under a hood or direct venting, however no details are listed to accommodate this. 5) Drawings indicate that hood does not have make up air. A calculation would be needed to verify that enough air is in the envelope to allow proper function of the hood draft. Fire atrs a Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8205 firemarshal@queensbury.net Fi r e M a r s h al 's O ffi c c - P h o n e: 518-761-8206 - F a x: 518-745-4437 fitemarshal@queefisbui-y.riet - wzow.queensbury.net FIRE MARSHAL'S OFFICE Town of Queensbttril 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Jolley Mobil 2007 720 2/27/2008 1.) Conveyor system will require a 3rd party witness inspection 2.) Truss ID signage shall simply indicate construction type 11 and R 3.) Provide complete sprinkler plans and hydraulic calculations 4.) Provide complete fire alarm plan (see original review) 5.) Provide details for Dunkin Donut space Fire Marshal Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8205 firemarshal@queensbury.net Fi r e M a r s h a I 's Off i c e • P h o n e: 518-761-8206 • F a x: 518-745-4437 firernarsltal@queensburit.net • wunv.yueensbury.net FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Jolly Mobil Exit 20 2007-720 11/29/2007 I have reviewed the submitted drawings for the above project, and offer the following: 1) Truss ID signage is not correct. Also, all doors and FDC must be marked 2) Provide complete elevator specs 3) Basement will require sprinkler protection per NYSFC Section 903.2.10.1 4) Provide complete fire alarm plan to include as a minimum: Sprinkler flow and tamper monitoring Audible / Visual notification of sprinkler flow Central station monitoring Fuel island suppression monitoring HVAC shutdown Kitchen Suppression monitoring (if required) 5) Provide complete details for tank and pump installations 6) Provide details for fuel island suppression system 7) Provide complete layout for Dunkin Donuts space, including appliance layout, for determination of kitchen suppression and hood. Fi r e M a r s h a l 's Off i c e - P h o n e: 518-161-8206 - F a x: 518-745-4437 ftrentarslhal@queensbury.iiet - u7tra,.queensbur21 net Fire Marshal Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshal@queensbury.net Fi r e M a r s h a l 's Off i c e - P h o n e: 518-761-8206 • F a x: 518-745-4437 {iremarshal fteensburu.net • wa7w.queensbury.net i Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re st a iv Queensbury Building&Code Enforcement Arrive: Depart: a 742 Bay Road, Queensbu'ry,,NY 12804 Inspector's Initi Is: 'Of NAME: `i _ PERM # Q'►—��� LOCATION: 9 DAT — - � 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"(I /Canopy(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 %doors > 10%> 1000 s . ft. 3/4 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/H !S 1 D E E X iT pppj� Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. 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 b rfaee 20'wide Okay To Issue Temp, ermanent C/O OkayTo Issue C/C LABuilding&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Mcnhcd's OMCe Request Rec'd Permit No. - -7 V Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled inspection Date: Time: Phone: (518)761-8206 Business Name: o ii qx Fa Fax: (518)745-4437 Location: TV"of k M- OCNM N A Yes no EXITS: Exit Access COMMUM Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondgy Aisle Width EXIT SIGNAGE Sian-normal SIM<batter EVAC signs in rooms TRUSS ID SIGNAGE a ka�, EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun inspection of extinguisher io111 Gtls a . FIRE ALARM SYSTEM " i styWoo Fan Shutdown 9 Fire Sprinkler System Fire Suppression-kitchen t Fire S ression-Gas tslan Generator Hood Installation 1AW-h2M ' Elevator Interior Finishes Sfora a .. Compressed Gas " Clearance to Sprinklers Clearance to Electrical ' g&t Electric Witing Enclosed/Labeled Combustible Waste Vehicle Impact Protection. R Knox Box k F.D.Sign age-Utility Rooms No Smoking Si a, .� • h20 Maximum Occupancy Sign U ',:_:_ Emergency Evacuation Plan f ApproVed (If no other approvals apply,the B&C Office will is'ue Cert cat of Occupancy) Q Denied /call for Recheck Inspected By: L:\FireMarshal\New FoldeApermitto occupyform.doc MIDDLE DEPARTMENT INSPECTION AGENCY, INC. f&W,0�that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Jolley Store Date: 09/29/2008 Occupant: Dunkin Donuts Location: Rt.9 Occupancy: Non-Residential Oueensbury,Warren Co. NY f-1 Applicant: priority Electric et CIO 26 F Congress Stre taw T Saratoga Springs,NY6 , . . L J A! � e E Raymond A. Noyk 318014._ EL Aff Equipment: f AV ' 4 -Switches; 10 - Receptat�s, 10 ii�tures; 2 = � mp ecepta� N"i, a f A 20 "` ,.. ".3a • x s 'fit-ads '✓ IM -�` .. This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. evergreen TESTING&ENVIRONMENTAL SERVICES,INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-09-19-08 CONTRACTOR: Northwoods CONCRETE SUPPLIER: Pallette DATE: 09-19-08 LOCATION: Plant box main entrance JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 762145 4584 8.5 1414 1440 1520 10 6.0 66 - 64 4000F Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Craig 1 7071 09-23-08 09-26-08 141.6 7 2930 Transported By:TM 7072 09-26-08 141.6 7 1960 7073 10-17-08 142.9 28 3500 Remarks: 7074 10-17-08 142.1 28 3610 7075 11-14-08 143.7 56 Weather:Sunny 7076 11-14-08 142.9 56 Specification at 28 Days: 4K Average 28 Day Strength: 3560 Average 56 Day Strength: Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re t r ce' Queensbury Building&Code Enforcement Arrive: Depart: b; 742 Bay Road,Queensbury,NY 12804 Inspector's Iniha NAME: `�o`��� PERMIT LOCATION: _ 1 L1t2 4,TTfgXz= DATE: — l i—pz- 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 01 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 %z 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 VA Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. 01 As-built Septic System La out Required or On File �� MIL PELF Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler 1 t--)r-UWrry p� Building Access All Sides by 20' /Driveable Surface 20'wide v:t-kD C—z Oka m To Issue Te or Permanent C/O ` Okay To Issue C/C LABuilding&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshals Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road l Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518)761-8206 Business Name: Fax: (518) 745-4437 Location: lype of Ins action N/A Yes No EXITS: Exit Access Enclosure COMMENTS Exit � Exit Discharge AISLES: Main Aisle Width Seconds Aisle Width EXIT SIGNAGE Sign-normal Sign-batter _ EVAC signs in rooms _ TRUSS ID SIGNAGE - EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun inspection of extin wisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas islan Generator Hood Installation 74 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 -�i,--Approved (if no other approvals apply,the B&C Office will issu the C fi c e of Occupancy) o Denied / call for Recheck Inspected By: L:\FreMarshal\New Folder\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req st e' ed: Queensbury Building&Code Enforcement Arrive: 3 2,W a Depart: ��c, am m� 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: �cc. L ly� "� ERMIT# — LOCATION: 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 V �C(7tJ�j Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks _ bcJ wto Ftt�Rt t Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" F► VAfV4\'CC1:) Vestibules For Exit doors>3000 s . ft. W bVE_t✓Tv)0 OF fl:;tJktt� All Doors 36 in. w/Lever Handles/Panic Hardware,if required (00&04-�\a7 J PHC Exits At Grade Or Platform 36 (w)x 44"(l)/Cano or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka ,VERL Eta 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 BoilersR! ! ��-1'1 , !►� Gas Furnace Shut Off Within 30 ft.or Within Line Of Sitef� � Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %2 doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors A0 ��— 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 Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na a Public Toilet Room Handicapped Accessible \�7cJ OtJ,�T Yt Handicapped Service Counters, 34 in.,Checkout 3611 ��F1 Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listenin S stem and Signage Assembly Space Final Electrical Site Plan/Variance re uired Final Surve ,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File �� � Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler k b 1 Building Access All Sides by 20' /Driveable Surface 20'wide �� l 1� A Okay To IssuCreM2.jir Permanent C/O Okay To Issue C C I I LABuilding&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc ^ ��� Inspection for Permit to Occupy Fire Marshcd's (Mce Request Rec'd Permit No. Town of Queensbury 742 Bay Road Quee sbury,NY 12804 Scheduled Inspection Date: v Time: _ Phone: (518)761-8206 Business Name: ����� £ Fax: (518) 745-4437 Location: T of kmecilion N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge ` AISLES: C"U Main Aisle Width i�►� . � 4 m ,r Secondary Aisle Width EXIT SIGNAGE Si -normal �-{ Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER:Hun -��t� �tla° — Qq rwS '�" t J Inspection of extinguisher FIRE ALARM SYSTEM �St CW(Fto Fan Shutdown Fire Sprinkler System - — FiireSu ression-kitchen Fire Suppression-Gas Islan Generator r�� (\ Hood Installation f Elevator Interior Finishes -Storage - Compressed Gas h U� cN%U7 ( �vic:1} Clearance to,S rinklers Clearance to Electrical � ��1 Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Sins l Maximum Occupancy Sin Emergency Evacuation Plan a5 Approved (If no other approvals apply,the B&C Office will issu the tifi to f Occupancy) ❑ Denied / call for Recheck Inspected By: L:\FireMarshal\New Folder\permitto occupyform.doc ��t L SQ t I Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: LOCATION: PERMIT#:-� Final Survey Plot Plan Approved .Denied The attached final survey has been received by the Dept.of Community Development. Upon review the su Eel l has been: Craig Brown, oning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Commercial Final Inspection Report --—�� Office No.: (518) 761-8256 Date Inspection req st re ed: Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initia NAME: PE T fZ—] 77' 0 LOCATION: E DAT -- L9 r",Cr , COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete C �,�� 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" ALA \1EIJ1��� Vestibules For Exit doors>3000 s . ft. � � All Doors 36 in.w/Lever Handles/Panic Hardware,if required L 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 �itJflL �� �A�15 Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System OF L-1 n Fresh Air Supply for Occupancy/Ventilation Combustion � L ��-�v� 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 %doors �1� u Ivl > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire 60PAA\T F 1 o eL 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 a Oo 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 req. As-built Septic System La out Re uired or On File Building Number or Tenant Address on Building or DrivewayLl Water Fountain or Cooler Building Access es by 20' /Driveable Surface 20'wide � ,�+ 16 Okay To.IssuVTemnpi Permanent C/O 1'r Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercia Final Inspection Report.doc V 1�S Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req t Queensbury Building& Code Enforcement Arrive: Vlr-z�o Depart: L.C-Z> a 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: NAME: _ PERMIT LOCATION: DATE: - ' COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete a 1 L F Exterior Finish/Grade Complete 6"in 10' or Equivalent -b&A \VL Interior/Exterior Guardrails 42 in. Platform/Decks O \V Interior/Exterior Ballisters 4 in. Spacing Platform/Decks C Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" ll�S 1 Vestibules For Exit doors>3000 s . ft. d `vc- 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 6%6,,) pfrV=:- Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximumo 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 tC� Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 s .ft. V 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 �A Handicapped Bathroom Grab Bars/Sinks/Toilets 0 Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" lJ0 Handicapped Ramp/Handrails Continuous!12 in.Beyond [Both sides] Active ListeningSystem and Si a e AssemblySpace ��' � Final Electrical y� Site Plan/Variance required ��� 6- `— I Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File o 1, jar T Building Number or Tenant Address on Building or DrivewayL Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Tem . or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occu p P Fee Marand's 0mce Request Rec'd Permit No. Town of Queensbury � Bay Road Qu 0-- oa—lime: r, .r Queensbury,NY 12804 Scheduled Inspection Date: , Phone: (518)761-M Business Name: /tom Fax: (518) 745-4437 Location: of A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width h`- b b;Nj'C4:F 3 Secondary Aisle Width EXIT SIGNAGE Si -►normal Si -batter EVAC signs in rooms ( &--V icrf�•Y TRUSS ID SIGNAGE NO EMERGENCY LIGHTING , t� "" FIRE EXTINGUISHER: aJ iri S Hun Inspection of extinguisher FIRE ALARM SYSTEM`.�C-� PICA-Ks Q.S Fan Shutdown Fire Sprinkler System Fire SMpresslon—kitchen { S 4 Fire SuDwession—Gas Isian Generator s S (( �"� S l kac G Hood Installation ,J Elevator Interior Finishes Stora e Compressed Gas Clearance to§Rdnklers Clearance to Electrical CDC= ( ws(q&- CS jk"'"f t Electric Wiring Enclosed Labeled Combustible Waste Vehicle Impact Protection / Knox Box �,Yl i ''{ i►�f1 S G-( F.O.Si na e—Utility Rooms 01 No Smoking Si s Maximum Occupancy SignEmergency Evacuation an •�' �� �� ��� � i � Ssm�h;�' a Approved (if no other approvals apply,the B&C Office wig issue the Certificate of Occupancy) a Denied 1 dill for Recheck R i) 5t(A1Q6C- l% Inspected By: v-mP5 C� L:\FireMarshal\New Foi er\permitto occupyform.doc C JJ 4r� C, I. SBCollins, inc. 54 Lower Welden Street PO. Box 671 St.Albans, Vermont 05478 802 527-0116■893-7744 Fax 527-0115 Me o TO: Dave Hahn Fear Carl Ruprecht Data Tuesday,August 26,2008 Res Mobil Signage Per our brief conversation on 8/26/08,we have agreed to allow the Mobil sign on the south end of our canopy to remain in place until replacement materials are received. This will occur in less than thirty days. Thank you, Carl Ruprecht Distributor of Petroleum Products Commercial Final Insfpeceport ' Of No.: (518) 761-8256 Date Inspection v : Quee sbury Building&Code Enforcement Arrive: 2.. r Depart: 742 Bay Road,,-Q�ueensbury,NY 12804 Inspector's InitiaNAME: 10 PERMIT LOCATION: S DATE: 47 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 Okay �DiL 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 %doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/FireDampers/Fire Doors -C,pt��t) �� �:ate 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 )%4q;r—N Elevator Operation and Si /Shaft Sealed Handicapped Bathro Gra /Toilets Handicappe at Lot Si na e Public Toile oom an ica a 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 req. �r 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 lSR1�� Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Framing / Firestoppin9 Inspection Report Office No. (518)761-8256 Date Inspection uest1 ad: d� Queensbury Building &Code Enforcement Arrive: ` = part: 1 -lD i 742 Bay Road, Queensbury, NY 12804 Inspector's Init>a Y NAME: 1-01 I � fl SSA . T ERMIT# —7 Z t� LOCATION: v51A`t ,— INSPECT ON: c yr TYPE OF STRUCTURE: Y N WA COMMENTS: Framing Attic Access 22" x 30" minimums\�� Jack Studs/Headers Bracing/Bridging Joist hangers 0Z" Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses >L�Jw Anchor Bolts 6 ft. or less on center )1e and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour �OKOstopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (" 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fo►ms-01-Muilding&CodesUrrspec Lion Forms\Framing Frrestopping Inspection Report.doc Revised January 7,20M Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requ recei Queensbury Building&Code Enforcement Arrive: 3-68 art: 3--L4c) a -pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: _ Li�� M �� PERMITA LOCATION: �Ll►Z- �L� — !1^CE� DAT,t./ COMMENTS: Chimney/"B"Vent/Direct Vent Location Y N NA — r- � ��6ti1` 1A Plumbing Vent Through Roof 6"/Roof Complete 6\(1� C)FFL ��� GCq Exterior Finish/Grade Complete 6"in 10' or E uivalent J Interior/Exterior Guardrails 42 in. Platform/Decks L VJu KA Interior/Exterior Ballisters 4 in. Spacing Platform/Decks ��� t Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" L 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&Re lator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka )L- 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 Sites Oil Furnace Shut Off at Entrance to Furnace Area e Stockroom/Storage/Receiving/Shipping Room(2 hr.), I %z doors LC)�AVLE -� /� > 10%> 1000 s .ft. � ,` i t 3/4 Hour Corridor Doors&Closers � 1., cft 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 req. As-built Septic System La out 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 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection u Queensbury Building &Code Enforcement Arrive: m a a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: -- NAME: `F- �-A PERMIT A 4 --a7 D LOCATION: — INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22" x 3T minimum Jack Studs/Headers Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12°O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 18D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour \ Fire wall 2, 3, 4 hour Firestopping Penetration sealed \ �E 16 inch insulation in cavity min. Garage Fire Separation House side'h inch or 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. W 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-13113uilding&Codesdnsim ion ForrnaTrarning Firestopping Inspection RM)ort doc Revised January 7,2006 10 - \Z- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re e _ Queensbury Building & Code Enforcement Arrive: art: E a / 742 Bay Road, Queensbury, NY 12804 Inspector's I . NAME: �o�E`� M rrwk P,T PER #: 0`7--7 2-0 LOCATION: 1 `-i 7 8-C"I 'F INSPECT ON: TYPE OF STRUCTURE: Y NIA h Plumbin / ail Plates Plum in ent 1 ents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drai ent ' /Hed P.S. 10 ft. above highest connection for 15 minutes Pr re Test Water Supply Piping ligi minutes ential Ch /Commercial Check Exterior Sea a Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 '--� f - 3 P 11*. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r iv 0� Queensbury Building & Code Enforcement Arrive: ` art: E a 742 Bay Road, Queensbury, NY 12804 Inspector's I NAME: t � � PERMIT#: -I LOCATION: INSPECT ON: t4,a TYPE OF STRUCTURE: w" .� 5 Aei Y N NIA Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 'h inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes � -- Pressure Test Water Supply Piping Air/Head 50 .I for 15 minutes suiation/ sidential Check/ ommercial Check Tyyek or Similar Exterior ant � Proper Vent, Attic Vent Door/Window Sealed No Insula on Duct I Hot Water Piping Insulation �v If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 � --"/' 7A&,'&� . Rough Plumbing / Insulation Inspectiofi Report Office No. (518) 761-8256 Date Inspect!* requ iv Queensbury Building & Code Enforcement Arrive: a o am m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: PE I #: LOCATION: 1 c7INSP CT ON: - TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size 4L Washing Machine Drain 2 inch minimum r= " P—odF Cleanout every 100 feet/change of direction RI Pressure Test / Drain /Vent Vt? Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping /. Air/Head , 2 ✓� 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 �ecC`�es Framing / Firestopping Inspection Repdrt Office No. (518) 761-8256 Date Inspetion Queensbury Building&Code Enforcement Arrive: " rt: 742 Bay Road, Queensbury, NY 12804 Inspector's In— NAME: NAME: o PERMIT# — LOCATION: INSPECT ON: TYPE OF STRUCTURE: At Y N NIA COMMENTS: Afflulo&ss 22'x 30" minimum _ Jack Studs I Headers Bracing/Bridging Joist hangers a lain Beam, Exterior sheeting nailed p y 12"O.C. Headroom . 8i . Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls 2 Metal Strapping for Notches Top Plate 1 V2 w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses �� ��� Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestoppingw Penetration sealed J 16 inch insulation in cavity min. Garage Fire Separation , House side%inch or 518 inch Type X Garage side 5/8 inch Type X — Et'C Ceilingtwall D Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade\�y� 5.0 sf grade LABuiiding&Codes Forms-01-MuNdkV&CodesNnspection FomislFnaming Firestopping Inspection RepoRdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection est r i ed: Queensbury Building&Code Enforcement Arrive: V m part: %Z: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: �����`� M A t�T T#: LOCATION: JH1Z-hTra�E. f,TE Qt SPECT ON: —(*ks TYPE OF STRUCTURE: �N 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. Materials for this purpose 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 ackfill Approval Plumbing Under Slab /Copper oundation Insulation Inter'Lr//E�ee 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 I - Foundation Inspection Report Office No.(518)761-8256 Date Ins do requ : Queensbury Building&Code Enforcement Arrive: � Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Im NAME: o RMIT#: 0 LOCATION: SPELT ON: —� TYPE OF STRUC . Comments Y N N/A Footings P' Monolithic Slab Rein ent 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 i 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 OOOA) /0--1Z 1111C)I� Foundation Inspection Report Office No.(518)761-8256 Date Ins lion request received: Queensbury Building&Code Enforcement Arrive: am/ m Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect ''s Initials: NAME: 270& PERMIT#: C/ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ,Q Footings 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 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 Interiorf Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&CodesVnspec Lion Fonns\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins on uest received: Queensbury Building&Code Enforcement Arrive: AL- am/M Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initials: a NAME: PERMIT Zfi LOCATION: INSPECT ON: 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. 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\lnspecdon Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins o qu re d: Queensbury Building&Code Enforcement Arrive: part: 742 Bay Rd.,Queensbury,NY 12804 Inspector' �r NAME: a RMIT#: LOCATION: INSPECT ON: S �� TYPE OF STRUC Comments Y N N/A Footings 0 Monolithic Slab nV Re orcement in Place !pN y� The contractor is responsible fo 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 Dampproofin ��c Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 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 Inspection st r ed: Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Im s: NAME: r; 'C P T#: _ n =�ZQ LOCATION: SPECT ON: 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. Materials for this purpose 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 Pl bin Under Slab �_ OVA � �� I PVC ast/Copper �'1 R oundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection For ns\Faundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM C AM �- I Foundation Inspection Report Office No.(518)761-8256 Date Ins ection re a iv d: Queensbury Building&Code Enforcement Arrive. Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's In NAME: �J T#: ` LOCATION: SPECT ON: TYPE OF STRUCTURE: Commen 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. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place \ ting Dowels or Keyway in place maidaffin roofing Foundation Waterproofing Footing Drain Daylight or Sump `- RCY-I1 LLB t) Footing Drain Stone: -� 12 inch width 6 inches above footing tT 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab \�� PVC/Cast/Copper Foundation Insulation Interior/Exterior 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 Ins tion r t 6�' Queensbury Building&Code Enforcement Arrive: Depart 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: c G. r ERMIT#: LOCATION: l la: INSPECT ON: TYPE OF STRUCTURE: �- fVT Comments, Y N N/A Footings Piers Mo ith• rumen dace e 'ontrat is res nsible for n 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. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM f�v�s Foundation Inspection Report Office No.(518)761-8256 Date Inspecti0 _ Queensbury Building&Code Enforcement Arrive: Depart: L 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: C9 PE T#: t� LOCATION: IN PECT ON: TYPE OF STRUC Comments Y N N/A Footings Monolithic Slab or 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 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 Z, q ktle Ae Foundation Inspection Report °Z Office No.(518)761-8256 Date InspectionrsiQueensbury Building&Code Enforcement Arrive: :742 Bay Rd.,Queensbury,NY 12804 Inspector's InitiNAME: 4 LOCATION: -� — —D TYPE OF STRUCTURE: Comments Y N N/A rF2oot)ngs tJEF17C�� pF65 Monolithic Slab O 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. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM nrtUe6 12:04 8025241570 PAGE 01/05 t e AMOCIATE6 Me 1ba John O'Brien From Carl Ruprecht Dahx Wednesday,September 10,2008 Ito Certificate of Occupancy We have addressed the items on your list as fvllms: - Electrical inspection in scheduled for around 3:00 today,Wednesday 9/10/08 - Fire Ltaushak inspected today:nothing serious found Water leak ttuvugh the floor has been sealed i have notified Dunkin' Donuts personnel that the stair enclosure doors must be kept closed at all tunes The condensation Issue Is being addressed in several ways: (1)1 currently have two dehumidifiers running in the basement to dry out ftte environment. which in itself should stop the condensation_ (2) 1 am reviewing my a>tornatinres for insulating the basement ceIng. The least I will do is spray foam I fire rate the area under the cooler to eliminate the condensation. The cerfifcate of oca pancy attached is what we have wt the window_ As noted, I signed it in the Ivwer right corder_ 1 54 Lower Welden Street, P.O. .Box 671, St. Albans, Vermont 05478-0671 802-527-3272 Fax 802-527-01 15 8025241570 PAGE 05/05 V �SSOCII�`E8 Memo Toe Miele Jerry n m Carl Ruprecht Da % Wednesday,September 10,2008 it= Fire Marshall Inspection Please be aware that the stair emWure doors must be kept eased, not pmPped fin, at all limes_ This is a face code issue and is enforceable by law. Thank you •Page 2 54 Lower Welden Street, P.O. Box 671, St. Albans, Vermont 05478-0671 802-527-3272 Fax 802-527-01 15 518I928511 VAN DUSEN AND STEVES PAGE 01101 P.C.NACE ENGINEERING, 169 Haviland Road,Qucensbnry,NY 12804 Phone-518-745-4400 Fax -518-792-8511 August 27,2008 Project#47438 Mr. Craig Brown Zoning Administrator, Code Compliance Officer 'town of.Quecnsbury 745 Bay Road Queensbury,NY I2804 Re: Site Plan No,22-2007 Jolley Associates,Exit 20 Mobil Dear Mr. Brown: This letter is to confirm, that I have made periodic inspections of the site construction for the new Jolley Associates' Mobil station located on. Route 9 just north of Northway Exit 20. These inspections included weekly stormwater inspections as required by DEC. As of my inspection this morning the sitework has been completed. ,Based on my inspections I believe that the site construction was performed in substantial conformance with the approved plans that are on file in the Town offices. There was one minor field modifications from the approved plans to add a catch basin at the northeast comer of the concrete pad over the fuel.tanks. Since this catch basin collects drainage off of the tank pad,it is connected by a 12 inch diameter storm pipe to catch basin#4 which is routed through the oil separator. Please call me if you have any questions or concerns. Sincerely, Thomas W.Nace,P.E. Fax copy. Carl Ruprecht,Jolley Associates—802-524-1570 SCHODER RIVERS Evergreen Professional Park ASSOCIATES 453 Dixon Road, Suite 7, Bldg. 3 Consulting Engineers, P.C. Queensbury,NY 12804 Tel. (518) 761-0417 Fax. (518) 761-0513 Town of Queensbury August 25, 2008 Building &Code Enforcement Office SRA 06-813 742 Bay Road Queensbury, NY 12804 ATTN: John O'Brien, Code Enforcement Officer VIA: Regular mail and telefax at(518) 745-4437 RE: Jolley Mart-NYS Route 9 at Northway Exit 20-T/Queensbury Permit No. 07-720 Dear Mr. O'Brien: Our firm was retained to design the new precast concrete retaining wall system located at the above-referenced facility. In addition to preparing the design documents for the wall system, we also provided frequent on-site inspections to monitor compliance of the wall construction with the requirements of the project design. Backfill compaction for the wall system was routinely monitored and tested by representatives of Dente Engineering, PC with the field testing reports submitted to our office for review and record. The wall construction was complete as of our last site visit on August 14, 2008. Based on our field observations and our review of the wall system ball compaction testing reports, it is our opinion that the wall was constructed in substantial compliance with the requirements of the design documents and may be placed into service to support all pertinent design loads at any time. Please give me a call at (518) 761-0417 if you require any additional information regarding the retaining wall system for this project. Sincerely, OF NEWYO o ScH y e p Carl B. Schoder, PE Principal cc: Carl Ruprecht, Jolley Assoc. -via email Thomas Nace, PE - Nace Engineering, PC-via email Page 1 of 1 John O'Brien From: Dave Hatin Sent: Wednesday, May 28, 2008 8:15 AM To: John O'Brien Subject: FW: ATTN: John O'Brien - RE: Jolley Store, Lake George From: Erik Sandblom [mailto:eriks@espc-consulting.com] Sent: Tuesday, May 27, 2008 4:48 PM r To: Dave Hatin Cc: S.B. Collins; tmgllc@nycap.rr.com Subject: ATTN: John O'Brien - RE: Jolley Store, Lake George 1 , To: John O'Brien Building Inspector Town of Queensbury Building&Codes Department 742 Bay Road Queensbury, NY 12804 John, Thank you for your phone call today. Unfortunately I am away from a fax machine today so I hope that this email will suffice. Regarding the foundation drain indicated on the foundation plans for the Jolley Store and Dunkin Doughnuts currently under construction in Lake George, this drain is not necessary. The building is constructed entirely on granular fill and groundwater is expected to be several feet below the building. Therefore the foundation drain indicated on the plans may be removed. Feel free to contact me if you have any questions. Regards, Erik Erik Sandblom, PE President ESPC Civil and Environmental Engineering C, r \� P.O. Box 212/368 Avenue D, Suite 15 Williston, VT 05495 \ y , P: 802-383-048617 F: 802-383-0490 www.espc-consulting.com 5/28/2008 D � The tip1 20 Clover Goo TO OF QU Architects and Planners BUILDINGQ®$;Shy 1977 Western Avenue Albany,NY 12203-5023 Office(518)452-6060 Fax(518)452-8096 E-mail:ysarch aol.com www.TheCloverGroup.com March 7,2008 Town of Queensbury David Hatin,Director Building and Code Enforcement 742 Bay Road Queensbury,NY 12804-902 (518) 761-8201 Re: Jolley Mart Lake George,NY Dear Mr.Hatin, In response to your memo dated November 29,2007: 1. A note has been added to the Basement Plan and First Floor Plan stating that an NFPA compliant sprinkler system will be installed in the basement and shop drawings will be provided to the Fire Marshall's office prior to any installation of the system for approval 2. The plans and details have been updated to show 12"handrail extensions,and show the handrails going back to the wall. 3. The details and plans have been updated to show 34"counter height. 4. A note has been added to the Basement Plan and First Floor Plan stating that a Fire Alarm system will be installed and shop drawings will be provided to the Fire Marshall's office prior to any installation of the system for approval 5. 2 complete sets of revised drawings have been provided for your review. Very truly yours, C X. V R ARCHITECTURAL GROUP i l Pe er P. ei The Clover Group Architects and Planners 1977 Western Avenue Albany,NY 12203-5023 Office(518)452-6060 Fax(518)452-8096 E-mail:psarch&aol.com www.TheCloverGroup.com January 08,2008 Town of Queensbury David Hatin, Director Building and Code Enforcement 742 Bay Road Queensbury,NY 12804-902 (518) 761-8201 Re: Jolley Mart Lake George,NY Dear Mr.Hatin, In response to your memo dated November 29,2007: 1. A sprinkler system will be provided in the basement per NYS Building Code section 903. X 2. The exit doors and the door to the freight elevator have been indicated as C Label- 3/hour rated doors Qx 3.The stairwells have been updated to show handrails on both sides,and a 12"handrail extension. X4.A section of the service counter have been shown at Detail 2/D1B 'Please see handicap details 1,2,3/D4 for updated sink elevation 6. Along with the sprinkler system, a fire alarm system and HVAC system shut offs will be provided per co e. e roof drain calculations will be sent by contractor. XTh e HVAC unit calculations will be sent by contractor. ,OK-A new Comcheck has been included with"Lake George"updated on it. 10.Fire Marshall comments have been addressed. Very truly yours, OVER ARCHITECTURAL GROUP Peter P. ei ner TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 November 29, 2007 / 1 02) � Kevin Huntington CX_ Jolley Associates 54 Lower Weldon Street , St. Albans, VT 08478 Dear Kevin: i have reviewed the plans for the Jolley convenience fore and note the following items are either not shown or need to be corrected on the plans. he basement is over 1500 square feet. Building Code Section 903 requires th -the entire basement have a fire sprinkler system. Q The exit doors from the basement, as well as the freig elevat d ors„on;V, be three-quarter hour rated. This would be Doors B 1, B , 1 1 , 1 and there is no rated door shown in the basement of the freight elevator. The stairwells must be provided with handrails on both sides of the stairwell that extend one foot beyond the top and bottom of the stairwell. Please provide the appropriate details. 0-1 P%%� he service counters for food service are not shown to be at 34 inches i height above finished floor. �� The sink in the bathroom does not have a maximum elevation of 34 inches sdown on the plans for the handicap sink. Along with a sprinkler system in the basement, you must provide a fire alarm system that will activate upon any activation of the sprinkler system. Also, , our HVAC units must be tied into the fire a arr►i system, to shut down upon activation of the fire alarm system or a smoke detector in the return air system of the HVAC system. Please provide the appropriate fire alarm details to address both these issues. There's no calculations to show that the roof drains have been sized appropriately for the roof area to include unusual rain events. Also the roof drain piping shows it exiting the building basement in the front of the building. However, the site plans show the connection to be in the rear of the building. We need fresh calculations for HVAC units to comply with Mechanical Code. JA /The ComCheck submitted for this building shows that this building is to be built in Saratoga Springs. Please adjust the program to show this building being built in Glens Falls or Warren County Queensbury area, which may "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 affect the overall design, as the design is only two percent better for the aratoga area. 1 ire Marshal comments are also included. At this time I believe this covers all areas that need to be addressed, based on the plans submitted. Sincerely, TOWN OF QUEENSB RY David Hatin, Dire or Building and Code Enforcement DH/mg A CHECKLIST NYS BUILDING CODE(BC) Building: w f NYS FIRE CODE(FC) NYS PLUMBING CODE(PC) Location: ` NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE(FGC) Date: l LQ 1 NYS ENERGY CODE(ECC) Reviewer: Publication Date: April 2005 COMMERCIAL&z MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 2/3 6 Truss I.D. 7 No.of Sleeping Units/Level BC-202 14&z No.of Units-Total 31 No.of Occupants BC-Table 1003.2.2.2 201 8 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 9 Basement Definition BC-502.1 71 See page 8 of this check list Legend: NR=Not Required NS=Not Shown NA=Not Applicable Note: *Non-separated occupancies impose the most restrictive requirements Page 1 of=10 No. Topic Code Page Required Actual 10 Heights&z Building Areas Section No. or Allowed Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 11 I Sprinkler System(water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 G;y Water Source Sprinkler BC-903.3.5 172 [/ Water Source Site FC-508.1 31 12. Frontage&r Sprinkler Credits Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 13. Height&r Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Ok Max Aggregate Area BC-503.3 73 (Allowable Area/Flr.x No.of Stories up to 3 maximum 14. Fire Apparatus Road FC-503.1 29 150'rule Hydrant Reg. FC 508.5 31 15. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible Distance separations are doubled if fire fighting water is not available(FC-508.1.3). NOTES: Page 2 of 10 No. Topic 7BC-414.2 Page Required Actual No. or Allowed 16. Fire Rated Construction Incidental Use Areas _ 302.1.1 17 Accessory Occupancy18 Mixed Occupancy 302.3.3 19 J Control Areas 52 Fire Walls 89 Fire Barrier 91 Shaft Enclosure BG707 92 Fire Partition(Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 17. Space Attic Accessory&zCrawl Space BC-1208 250 / Min.Rm.Dimensions BC-1207.1 251 Min.Ceiling Height BC-1207.2 251 18. Ventilation Nat.or Mech. BC-1202.1 249 19. Li ht Nat.or Mech. BC-1204.1 250 20. Exits Remoteness BC-1004.2.2.1 218 V k Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table 1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits(calc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table 1004.3.2.1 222k c �l%13e Corridor Dead End BC-1004.3.2.3 222 /// tr Door Width BC-1003.3.1.1 208 4 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 Canopies over Exits 21. Stairs Riser BC-1003.3.3.3 213 ©[_ Tread BC-1003.3.3.3 213 0G Width BC-1003.3.3.1 213 676 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails both sides BC-1003.3.3.11 215 !+/ Guards BC 1003.3.2.12 205 Max Rise 12'with landings BC-1003.3.36 215 4, Platform top&t bottom of BC-1003.3.3.4 214 stairs Page 3 of 10 No. I Topic Code Page Required Actual Section No. or Allowed 22. Structural Snow Loading-Ground BC Fig 1608.2 296 Snow Loading-Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading(calc.) BC-1609 297 Roof Walls Windows Seismic Loading(calc.) BC-1614 315 Foundation Depth BC-1805.2 398 23. Interior Finishes BC-Table 803.4 161 24. Swimming Pools BC-3109 629 25. Sun Rooms BC Appendix 1 693 26. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits- BC-1003.2.11 204 Stairs 27. HC-ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 ##of Sleeping Rooms BC-Table-1107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 Push/Pull entrances door ANSI-A117.1-1998 approach 28. SPECIAL INSPECTIONS BC-1704 379 Notes: Contacts for concrete and structural inspection Page 4 of 10 w No. Topic Code Page Required Actual Section No. or Allowed 29. Fire Protection Equipment Central StationMonitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extinguishing Syst. FC-904 59 Kitchen HoodExtinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extinguishers FC-906 64 Fire Alarm Systems&t SD FC-907.2 66 Fire Alarm Boxes&z Zones FC-907.4.1, 907.9 72,73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 Basements FC-903.2.10.1 56 Fan Shutdown 30. Plumbing Code Fixture Count PC-Table 403.1 21 Drinking Fountain,Service Sink Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art.10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainare Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art.10-A UFPBC-904.6 12,340 Vent size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: f, a. Page 5 of 10 No. Topic Code ��TNo. e Required Actual Section Or Allowed 31. Mechanical Code Ventilation Rates MC-Table 403.3 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire&Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces-Def MC-202 5 Fan Shutdown/Alarm MC-606.2 50 System 32. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig.503.5.4 63 Gas Vent Termination FGC-Fig.503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 33. Ener_gy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation-Heating ECCC-Table 503.3.3.1 44 Duct Insulation-Heating ECCC-Table 503.3.3.3 45 Pipe Insulation Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 Comcheck Computer Software Compliance Report Re wired kU+ 34. Special Inspections BC 1704 379 35. Sound Transmission BC 1206 251 36. Ice&Snow Shield Reg. 37. No Reinforcing in Footings Notes: Page 6 of 10 a LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage Increase: If=100(F/P-0.25)W =Answer in% 30 Note: If=75%when 4 sides accessible&r water available Allowable Area: A, =Arable + (Arable x If * (Atabke X IS)=Answer in Square Feet (BC-Pg.74) 100 100 2. Exit Capacity Calculation (Table 1003.2.3)(BC-Pg.202) (Occupancy Load for Exit) x(Egress Width per Occupant)_(Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq.7-1)(pg-69)&r(Eq. 7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf =0.7CeC,IPg=Flat Roof Snow Load Where: P f=Flat Roof Snow Load (Calculated Above,Answer in##per SF) Ce=Exposure Factor (BC-Table 1608.3.1)(Pg.297) Ct =Thermal Factor (BC-Table 1608.3.2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg.287) Pg=Ground Snow Load (BC-Fig.1608.2)(Pg. 296) Ps =C,Pf=Sloped-Roof Snow Load Where: PS=Sloped-Roof Snow Load CS=Roof Slope Factor (ASCE 7-98)(Pg.70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) Page 7 of 10 t 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls,the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building,between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1l3`d of the area of the room of space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area,aggregate area). 10. SMOKE BARRIER: A continuous membrane,either vertical or horizontal,such as a wall,floor,or ceiling assembly,that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr.fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane,except that a basement shall be considered as a story above grade plan where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above finished ground level for more than 50%of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. Page 9 of 10 �i RECEIUFr, l I'N1 ? -9 2008 PO Box 5191 Burlington,VT 05402 MEMORANDUM T: (802) 985-9299 F: (802) 985-9399 Date: 16 January 2008 E: sbooth3031@aol.com To: Erik Sandblom, PE I From: Stephen Booth, PE, CEM Re: SB Collins, Lake George Mobil — Statement of Rain Leader Design I Erik- Attached are the requested storm water calculations and heating and cooling load calculations. The following is a summary of the sizing for the Jolly Convenience Store being constructed in Lake George. The building will be approximately 50 x 80 feet or 4,250 square feet. The Lake George area is indicated in the plumbing code rainfall map to have a 100 year/ 1-hr rain fall of 2.75". for the purpose of calculation Y/hr was used. The roof is sloped into two areas of approximately 2,125 square feet each. Each of the areas is served by a single roof drain. Overflow from one drain would be served by the other drain in case of clogs. Beneath the roof each or the roof drains is served by 4" horizontal rain leader piping sloped at %" per foot, that according to the plumbing code will serve a horizontally projected area of 3,533 square feet. Where the two drains meet the horizontal pipe is increased in size to 6" which has a capacity to serve 10,066 square feet. I The 6" rain leader turns down through the building, off-set's in the basement, and exits j the building to discharge into the site storm water area. If there are any questions or comments please call me at (802)-985-9299. i Sincerely, x V,rr 1� F` G Stephen Booth, PC ` SS�NP 1 Jolly Mobil-Heating and Cooling Load Calc's Lake George Rm Perim. Perim. Perim. Perim. Window and Door area Ceiling Gross Wall Area Floor Roof Roof Roof # N S E W N S E W Height N S E W Area Area CLTD U If If If If ftsq ftsq ftsq ftsq ft ftsq ftsq ftsq ftsq ftsq ftsq 1 Drive-Thru 15 66 14 210 0 0 0 154 154 70 0.03 2 DD Cooking/Sery 7 14 98 0 0 0 570 570 70 0.03 3 DD Office 6 14 84 0 0 0 36 36 70 0.03 4 DD Backroom 12 26 14 168 0 364 0 312 312 70 0.03 5 Jolly Backroom 25 59 21 14 0 350 826 0 1322 1322 70 0.03 6 Management Office 8 12 14 0 112 0 168 64 64 70 0.03 7 Checkout 16 11.5 66 66 14 0 224 0 161 184 184 70 0.03 8 Main Store 60 478 14 0 0 0 840 1524 1524 70 0.03 9 Corner RR 8 13 39 66 14 112 0 0 182 104 104 70 0.03 10 Restroom 7 27 14 98 0 0 0 104 104 70 0.03 Heat&Cooling Loads Jolly Mobil 1/16/2008 6:17 PM Wall Wall Glass Glass Solar SHGC Solar CLF Solar Lighting Power N S E W u N S E W N S E W Sc w/sf CLTD CLTD CLTD CLTD CLTD u SHGF SHGF SHGF SHGF CLF CLF CLF CLF btu/hr 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 48000 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 24 39 45 60 0.05 12 0.5 47 211 215 215 0.82 0.65 0.57 0.64 0.57 2 • Heat&Cooling Loads Jolly Mobil 1/16/2008 6:17 PM #of Ventilation Exhaust _ Cooling Occupants cfm cfm Roof Walls Glass Solar Lights People Power Ventilation Btu/hr N S E W Conduction N S E W Btu/hr Btu/hr Btu/hr Btu/hr Btu/hr Btu/hr Btu/hr Btu/hr Btu/hr Btu/hr Btu/hr btu/hr 2 40 323.4 172.8 0 0 0 396 1449.875 0 0 0 1155 840 0 1676 8 160 1000 1197 117.6 0 0 0 0 0 0 0 0 4275 3360 48000 6704 1 20 75.6 100.8 0 0 0 0 0 0 0 0 270 420 0 838 2 40 655.2 201.6 0 819 0 0 0 0 0 0 2340 840 0 1676 2 40 2776.2 0 641.55 1858.5 0 126 0 1641.686 0 0 9915 840 1676 1 20 134.4 0 218.4 0 504 0 0 0 0 0 480 420 838 2 40 386.4 0 308.1 0 285 792 0 5159.583 0 5176.512 1380 840 1676 460 3200.4 0 0 0 1086 2868 0 0 0 37490.5 11430 0 19274 1 20 75 218.4 87.6 0 0 348 630 856.7442 0 0 5176.512 780 420 0 838 1 20 75 218.4 85.2 0 0 0 162 593.1306 0 0 0 780 420 0 838 - Tons 860 Heat&Cooling Loads Jolly Mobil 1/16/2008 6:17 PM Heating Load Total Rooftop Required % cfm/sf Air Roof Walls Glass Perimeter Ventilation Total Cooling Unit Airflow Outdoor Temperature Heating Load Required Cap cfm air Difference btu/hr btu/hr btu/hr btu/hr btu/hr Load Btu/hr 6,013.1 200 20% 1.30 90 416 648 2,970 3,960 7,994 63,653.6 2,122 8% 3.72 90 1,539 441 - 15,840 17,820 1,704.4 57 35% 1.58 90 97 378 1,980 2,455 6,531.8 218 18% 0.70 90 842 2,394 3,960 7,196 77,903 2,597 35,465 19,474.9 19,475 649 649 6% 0.49 90 3,569 5,198 945 3,960 13,672 13,672 2,594.8 86 23% 1.35 90 173 1,260 - 480 1,980 3,893 16,003.6 533 7% 2.90 90 497 1,139 5,940 460 3,960 11,995 75,348.9 2,512 18% 1.65 90 4,115 1,629 21,510 2,400 45,540 75,194 9,355.3 312 6% 3.00 90 281 851 4,725 520 1,980 8,356 3,096.7 103 19% 0.99 90 281 320 1,215 - 1,980 3,795 106,399 3,547 103,234 203,777.1 152,371 152,371 . 16.98 Tons Heat&Cooling Loads Jolly Mobil 1/16/2008 6:17 PM Lake George Mobil Radiant Floor System Schedule Unit# Loop# Space Floor area Total Down Up-ward Total Floor sur. Floor R- Supply Loop Leader Total Loop Required Flow/ head/ft Head Balance sq-ft Loss Loss Loss Loss Temp Value Water Length Length Length Flow Manifold ft Setting (Btu/hr) (Btu/sf) (Btu/sf) (Btu/sf) (Vinyl) ( pm) (gpm) Manifold 1 Loop 1a Store 1524 75,194 0 49.3 49.3 87.5 0.2 150 381 24 405 2.00 0.0425 17,2 4.0 Loop 1b 381 40 421 2.00 0.0425 17.9 4.2 Loop 1c 381 55 436 2.00 0.0425 18.5 4.3 Loop Id 381 60 441 2.00 0.0425 18.7 4.4 Loop 2 Backroom 420 13,672 0 32.6 32.6 87.5 0.2 145 420 20 440 1.40 0.0224 9.9 4.3 Loop 3 Restrooms 208 12,151 0 58.4 58.4 87.5 0.2 150 208 90 298 1.50 0.0253 7.5 2.9 Loop 4 Check-out&Office 248 15,888 0 64.1 64.1 87.5 0.2 150 248 90 338 1.70 0.0318 10.7 3.3 Manifold 2 Loop 5a Foodservice DO 1072 35,500 0 33.1 33.1 87.5 0.2 145 357 60 417 1.30 0.0196 8.2 4.1 Loop 5b 357 60 417 1.30 0.0196 8.2 4.1 Loop 5c 357 60 417 1.30 0.0196 8.2 4.1 Total 152,405 3471 16.50 Use 5/8"tubing 12"OC 20 deg.T delta Use Wirsbo hePEX tubing,180 degree rating Lake George Mobil Radiant Snow Melt System Schedule Unit# Loop# Space Heated Loop Leader Total Loop(Btu/hr-sq-ft) Heat Surface Fluid Required Flow/ Head Balance Area Length Length Length Loss Temp. Temp Flow Manifold Setting (sq-ft) (FT) (FT) (FT) (Btu/hr) (gpm) (gpm) (FT) Snowmelt Loop 6a West Entrance&Ramp 113 136 25 161 166 18,758 38 144 2.0 8.7 4.0 Loop 6b 113 136 25 161 166 18,758 38 144 2.0 8.7 4.0 Loop 6c 113 136 25 161 166 18,758 38 144 2.0 8.7 4.0 Loop 6d 113 136 25 161 166 18,758 38 144 2.0 8.7 4.0 Loop 7a South Service 125 150 50 200 166 20,750 38 144 2.5 10.9 5.0 Loop 7b 125 150 50 200 166 20,750 38 144 2.5 10.9 5.0 Head 702 Use 5/8"Tubing,10"OC Pressure ft. 1042 116,532 12.8 25 deg.T delta 16.2 40%Propylene Glycol Use Wirsbo hePEX tubing,180 degree rating t 6720 N.Teutonia Ave. Phone: (414)352-9000 E-mail:toma@pflow.com ff I OW Milwaukee,W153209 Fax: (414) 352-9002 Web:www.pflow.com Industries,Inc. September 28, 2007 Mr. Carl Ruprecht Jolley Associates P.O. Box 671 54 Lower Welden St. St. Albans, VT 05478 PH: 802-527-0116 Re: Manufacturer's Certificate of Vertical Reciprocating Conveyor (VRC) Installation S.B. Collins, Inc. Clifton Park, New York Dear Mr. Ruprecht: I have reviewed this project with Mr. William Sieber of Maybury Material Handling and have determined that the VRC installation referenced above has been completed in accord with our requirements as manufacturer of the equipment, and in accord with the requirements of Chapter 30 of the International Building Code and ASME B20.1-2003. i Please let me know if you need any further information. Thank you. Sincerely, PFLOW INDUSTRIES, INC. Tom Archie Code Specialist ' 4'-0" SHAFT WIDTH VISUAL SAFETY BARRIER & BRACING BY PFLOW, FIELD FITUP OF BRACING BY INSTALLER. BARRIER TO WITHSTAND 200# STATIC LATERAL FORCE A MINIMUM OF 5" REQ'D. FROM CARR. << EDGE TO BACK OF �''�� + DOOR FRAME FOR 1'-11" SHAFT f ' SHAFT INTERLOCK TO BE 4, KD. LENGTH INSTALLED & WORK CARR. PROPERLY (2). (I LEVELS TYPICAL Bl—PARTING SWING DOOR NOT BY PFLOW, INTERLOCK BY PFLOW 3" PLAN VIEW — 2ND LEVEL 2'-11" OA. BACKFRAME 4'-0" HIGH III 6 —4 1 EXP. METAL PIT & 5'-8j" 5'-5Z" (2) IDES i i i 4,-7„ 5'-7 " M1N. SHAFT OA. OA, LENGTH UNIT CARR. (� EFF. CLEAR LENGTH LENGTH DROIl BAR CARR. TO & SNAP III LENGTH ADMIT CH IN I CARR. BI—PARTING SWING 3" DOOR NOT BY PFLOW, PLAN VIEW — 1ST LEVEL INTERLOCK BY PFLOW EACH COLUMN REQUIRES BRACING IN BOTH FRONT TO BACK & SIDE TO SIDE DIRECTIONS (BY INSTALLER). BRACING SHOWN FOR REF. ONLY — CONSULT INSTALLATION INSTRUCTIONS. BRACING MUST RESIST 750# STATIC LATERAL LOAD. IEV DA7E By an REVISIONS ❑ APPROVED PFLOW North aTRIic Av INC. (414) 352-9002 FAX Milwaukee, %M 532M knfoftflow.com ❑ APPROVED AS NOTED ,rn� ❑ REVISE & RESUBMIT S.B. COLLINS BY: NY. a�X se"a owe Y. sm m auww ct+� DATE: 3 22 07 N.T.S. J12260—GA OF1 AEB 1 2 7.7 7� fill III I fill 7'-0" III I HEIGHT CLEAR SAOETY UNDER SAFETY BARRIER BARRIER III I III 4'-0" 17'-5" TOP OF 1" CARR. TO FLOOR 16'-2j" LOAD AT BACKFRAME UPPER HEIGHT LEVEL l III 1D -o" FLOOR TO I I I I 7'-7" FLOOR , ,,, MIN. 7'-41j" I III 7'-0" CLEAR LOAD TO CARR. 5'-6j" HEIGHT ADMIT HEIGHT UPRIGHT I III CARR. I III 5" PIT 3'-6" EFF. DEPTH CARR. WIDTH 4U" CARR. 3'-10" OA. THICKNESS CARR. WIDTH 4'-0" PIT & SHAFT WIDTH 16"WD X 21"LG X 29"HG MOTOR/PUMP TO BE LOCATED ❑ APPROVED WITHIN 10'-0" OF LIFT. ❑ APPROVED AS NOTED _ ❑ REVISE & RESUBMIT (414) 352-9000 p� Infoo flow.com FAX BY: intoopflow.com DRAWING NRMR� � m DATE: �,► DAB I By r J12260-GA OF 2 RFVISIONS 9 wwwa ury Material Handling Proposal: WS-31356 Date: December 21, 2007 Account Manager: William Sieber S.B.Collins Delivery: 10 Weeks 3 . P.O. Box 671 Terms: See Below i'. St.Albans,VT 05478 F.O.B.: See Below Attn.: Mr.Carl Reprecht—(Lake George, NY Project) Page# 1 Lift Trucks We are pleased to submit the following proposal for your review and consideration. Prices and specifications as follows: Alow Industries Vertical Recivrocatino Conveyor } Per your specifications Based on drawings sentbyESPC—please verify; Specifications . 4' Material Handling l Products Model D Series Configuration Cantilever Capacity 2000 lbs. Vertical Travel 10, Levels 2 Speed 17 FPM Useable Carriage 3'6"wide x 47"long x 7'high Integrated Systems Controls 2-level call/send ' Gates See"Gate"Section , Enclosures See"Enclosure"Section Approximate overall unit dimensions, Operating Voltage 220/1/60 excluding gates and enclosures: Application Shaftway 3'11"wide x 5'9"long x 17'6"high Pit/Ramp Pit size 48"wide x 70"long x 5"deep Unit Price Each $14,802.00 Freight Estimate $ 1,800.00 Custom Design Mechanical Installation $ 4,900.00 Space Solutions S.B. Collins to unload and place unit in pit, wire unit. Permits not included. INSTALLATION REQUIREMENTS MANDATED BY NEW YORK STATE OR LOCAL CODES— NOT BY PFLOW a An operation permit and inspection is required in New York City (Bronx, Brooklyn, Manhattan,Queens, ;a = and Staten Island)and may be required in City of White Plains. SPECIAL FEATURES[included in base price): Industrial Cleaning 1. Safety barrier at the upper level as an added measure of protection. Equipment 2. Knock down carriage, full split down the middle; (each piece is approximately 2'11.5"W x 5'9"L x 7' 1"H and weighs about 438 Ibs) Maybury Associates, Inc., 90 Denslow Road.. East Longmeadow, MA 01028-3160 (413) 525-4216 Fax (413) 525-8231 (888)MAYBURY (888) 629-2879 Fax (888)MAY2FAX (888) 629-2329 http://www.maybury.com email: maybury@maybury.com v aymUry' Material Handling Proposal: WS-31356 Date: December 21, 2007 Account Manager: William Sieber S.B. Collins Delivery: 10 Weeks i 4 _ P.O. Box 671 Terms: See Below St.Albans,VT 05478 F.O.B.: See Below Attn.: Mr.Carl Reprecht—(Lake George, NY Project) Page# 2 Lift Trucks OPTIONS(not included in base pricel 1. Special cables(not S.O. cord)are pre-mounted to the control panel and have screw-on connectors at the device end. Connectors are then attached to the pre-mounted ends on the interlocks and pushbutton stations. Note.- Not available with additional control devices(lights, buzzers, extra r pushbuttons, etc); Add$750 " ......................................................................... 2. Shaftway package; includes lift present lights and safety buzzers at each level (not available with quickconnect) ................................................................................................... Add $990 Material Handling Description Products Carriage—Constructed of heavy tube and channel with 3/16"deckplate and 48"high expanded metal on (2)sides of the carriage to accommodate a C loading pattern. Open end of carriage is protected by a snap chain. Carriage is designed to ship as one-piece construction and weighs approximately 784 lbs. Overall carriage dimensions are approximately 3' 11"W x 5'9"L x 7' 1"H. Columns—Each of two columns is made up of 6"wide flange structural steel. Columns ship in one- integrated Systems piece braced together,and measure approximately 3'11"W by 17'6"L. Lift Drive Mechanism—Carriage is lifted and lowered by two direct acting cylinders activated by a 3 HP remote mount, electric pump motor assembly. -- Controls and Devices—One NEMA 12 rated main control panel and two 3-hole NEMA 12 push button stations are provided to enable full call/send control from any level. Push button stations are self-maintained, momentary contact,and include a red mushroom E-stop. Physical stops are I provided to position the carriage at each level. Control voltage is 24 VAC. Custom Design Gates—Gates with elevator-approved interlocks are required on all access sides at each level per Space Solutions the ANSI/ASME 1320.1 Safety Standard for Conveyors, but are not by Pflow Industries. Pflow will provide interlocks for gates doors by others at each level (total 2). Enclosures—Enclosures are required on all non-access sides at each level per the ANSI/ASME B20.1 Safety Standard for Conveyors, but are not by Pflow Industries. This unit will be enclosed in a shaft by others. Safety Features—Overtravel is prevented by positive mechanical stops. A pressure switch prevents carriage from drifting during load/unload operations. Redundant overload protection is provided to p positively prevent raising of carriage if loaded to more than 120% of rated capacity. Industrial Cleaning Velocity fuses prevent uncontrolled descent in the case of hose rupture. Check valves hold carriage Equipment position in the event of power loss. Maybury Associates, Inc., 90 Denslow Road, East Longmeadow, MA 01028-3160 (413) 525-4216 Fax (413) 525-8231 (888)MAYBURY (888) 629-2879 Fax (888)MAY2FAX (888) 629-2329 http://www.maybury.com email: maybury@maybury.com �Wayburyv Material Handling Proposal: WS-31356 Date: December 21, 2007 Account Manager: William Sieber S.B.Collins Delivery: 10 Weeks P.O.Box 671 Terms: See Below St.Albans,VT 05478 F.O.B.: See Below Attn.: Mr. Carl Reprecht—(Lake George,NY Project) Page# 3 Lift Trucks Paint—Steel is painted with"Pflow Blue"industrial enamel. Steel is cleaned per SSPC-SP3 specifications. SUBMITTALS AND SAMPLE SCHEDULE: k r; (Shipment is 6-8 weeks after Pflow receives approved General Arrangement Drawings.) Week 0: Receive approved purchase document. ' Week 1-2: Submit General Arrangement(GA)drawing to customer for approval of equipment ' specifications and site dimensions. Material Handling Week 3-4: Customer approves GA drawing and returns it to Pflow for review and scheduling. Products Week 5: Unit is scheduled for shipment; component requirements are released for procurement. Week 10-12: Shipment; GA,electrical schematic, owner's manual and installation manuals for the customer's records are included. WTerms: 35%with order/35%on shipment/ balance net 30. integrated Systems CODE APPROVAL GUARANTEE: Pflow vertical reciprocating conveyors(VRC)are covered by the ANSI/ASME B20.1 code. Pflow Industries has over 11,000 vertical lifts installed in 50 states—no Pflow unit has ever been shut down for lack of elevator code compliance. We guarantee that should your Pflow VRC be cited for lack of elevator code compliance—Pflow will help you solve the conflict or repurchase the equipment at your full purchase price. i We thank you for the opportunity to submit this quotation and we look forward to receiving your valued order. Custom Design Prices quoted are based upon quantities specified above. Space Solutions Subject to acceptance by buyer and seller within 30 days. Above prices subject to all state and local taxes. S.B.Collins Maybury Material Handling By: By: Wiliam Sieber Title: Title: Account Manager Date: Date: December 21, 2007 Industrial Cleaning Equipment Maybury Associates, Inc., 90 Denslow Road, East Longmeadow, MA 01028-3160 (413) 525-4216 Fax (413) 525-8231 (888)MAYBURY (888) 629-2879 Fax (888)MAY2FAX (888) 629-2329 http-./.!www.maybury.com email: maybury@maybury.com r i Statement of Special Inspections Project: Jolley Convenience Store Location: 1412 NYS Route 9, Town of Queensbury, New York Owner: Jolley Associates, Inc., P.O. Box 671, St. Albans, VT 05478 Design Professional in Responsible Charge: Erik Sandblom, PC(ESPC) This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: ® Structural ❑ Mechanical/Electrical/Plumbing ❑ Architectural ❑ Other: The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: or❑ per attached schedule. Prepared by: �l� SA Erik Sandblom, PE ESPC o'+� (type or print name) ,., f �Y r 1110512007 R�FEssioN��- Signature Date Desi tonal Seal Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date CASE Form 101 • Statement of Special Inspections • ©CASE 2004 + 3 Page 2 of 8 Schedule of Inspection and Testing Agencies This Statement of Special Inspections/Quality Assurance Plan includes the following building systems: ® Soils and Foundations ❑ Spray Fire Resistant Material ® Cast-in-Place Concrete ❑ Wood Construction ❑ Precast Concrete ❑ Exterior Insulation and Finish System ® Masonry ® Mechanical & Electrical Systems ® Structural Steel ❑ Architectural Systems ❑ Cold-Formed Steel Framing ❑ Special Cases Special Inspection Agencies Firm Address,Telephone, e-mail 1. Special Inspection Dente Engineering, P.C. (Evergreen) 594 Broadway Coordinator Watervliet,NY 12189 518-266-0310 f dente@dente-engineering.com 2. Inspector Not Applicable 3. Inspector Not Applicable 4. Testing Agency Dente Engineering,P.C. (Evergreen) 594 Broadway Watervliet,NY 12189 518-266-0310 f dente@dente-engineering.com 5. Testing Agency Not Applicable 6. Other Not Applicable Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Page 3 of 8 Quality Assurance Plan Quality Assurance for Seismic Resistance Seismic Design Category C Quality Assurance Plan Required (Y/N) N Description of seismic force resisting system and designated seismic systems: Shear Wall Construction on all exterior walls Quality Assurance for Wind Requirements Basic Wind Speed (3 second gust) 90 mph Wind Exposure Category B Quality Assurance Plan Required (Y/N) N Description of wind force resisting system and designated wind resisting components: Shear Wall Construction on all exterior walls Statement of Responsibility Each contractor responsible for the construction or fabrication of a system or component designated above must submit a Statement of Responsibility. CASE Form 101 9 Statement of Special Inspections • ©CASE 2004 Page 4 of 8 Qualifications of Inspectors and Testing Technicians The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI) Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 ACI-STT Strength Testing Technician American Welding Society(AWS) Certification AWS-CWI Certified Welding Inspector AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non-Destructive Testing (ASNT) Certification ASNT Non-Destructive Testing Technician—Level II or III. International Code Council (ICC) Certification ICC-SMSI Structural Masonry Special Inspector ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector National Institute for Certification in Engineering Technologies (NICET) NICET-CT Concrete Technician—Levels I, II, III & IV NICET-ST Soils Technician - Levels I, 11, III & IV NICET-GET Geotechnical Engineering Technician - Levels I, II, III & IV Exterior Design Institute(EDI) Certification EDI-EIFS EIFS Third Party Inspector Other CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Soils and Foundations Page s of s Item Agency# Scope (Qualif.) 1. Shallow Foundations Inspect soils below footings for adequate bearing capacity and consistency with geotechnical report. PE/GE Inspect removal of unsuitable material and preparation of subgrade prior to placement of controlled fill 2. Controlled Structural Fill Perform sieve tests(ASTMD422&D1140)and modified Proctor tests(ASTMDI557)of each source offill material. PE/GE Inspect placement, lift thickness and compaction of controlled fill. Test density of each lift offill by nuclear methods(ASTMD2922) Verb extent and slope offill placement. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Cast-In-Place Concrete Page 5 of 8 Item Agency# Scope (Qualif.) 1. Mix Design ACI-CCI Review concrete batch tickets and verify compliance with ICC-RCSI approved mix design. Verb that water added at the site does not exceed that allowed by the mix design. 2. Material Certification Supplied by batch plant/supervisor 3. Reinforcement Installation ACI-CCI Inspect size, spacing, cover,positioning and grade of reinforcing ICC-RCSI steel. Verb that reinforcing bars are free of form oil or other deleterious materials.Inspect bar laps and mechanical splices. Verb that bars are adequately tied and supported on chairs or bolsters 4. Welding of Reinforcing N/A Visually inspect all reinforcing steel welds. Verify weldability of reinforcing steel.Inspect preheating of steel when required. 5. Anchor Rods ACI-CCI Inspect size, positioning and embedment of anchor rods.Inspect ICC-RCSI concrete placement and consolidation around anchors. 6. Concrete Placement ACI-CCI Inspect placement of concrete. Verb that concrete conveyance ICC-RCSI and depositing avoids segregation or contamination. Verify that concrete is properly consolidated. 7. Sampling and Testing of ACI-CFTT Test concrete compressive strength (ASTM C31 &C39), slump Concrete ACI-STT (ASTM C143), air-content(ASTM C231 or C173)and temperature (ASTM C1064). 8. Curing and Protection ACI-CCI Inspect curing, cold weather protection and hot weather ICC-RCSI protection procedures. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Masonry Page 6 of 8 Item Agency# Scope (Qualif.) 1. Material Certification ICC-SMSI Review supplier/manufacturer's design mixes 2. Mixing of Mortar and Grout ICC-SMSI Inspect proportioning, mixing and retempering of mortar and grout. 3. Installation of Masonry ICC-SMSI Inspect size, layout, bonding and placement of masonry units. 4. Mortar Joints ICC-SMSI Inspect construction of mortar joints including tooling and filling of head joints. 5. Reinforcement Installation ICC-SMSI Inspect placement,positioning and lapping of reinforcing steel. AWS-CWI Inspect welding of reinforcing steel. 6. Grouting Operations Inspect placement and consolidation ofgrout.Inspect masonry clean-outs for high-lift grouting. ICC-SMSI 7. Evaluation of Masonry Test compressive strength of mortar and grout cube samples Strength (ASTM C780). ICC-SMSI Test compressive strength of masonry prisms(ASTM C1314). 8. Anchors and Ties Inspect size, location, spacing and embedment of dowels, anchors and ties. ICC-SMSI CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Structural Steel Page 7 of 8 Item Agency# Scope (Qualif.) 1. Fabricator Certification/ AWS/AISC- Review shop fabrication and quality control procedures. Quality Control Procedures SSI ❑ Fabricator Exempt ICC-SWSI 2. Material Certification AWS/AISC- Review certified mill test reports and identification markings on SSI wide-flange shapes, high-strength bolts, nuts and welding ICC-SWSI electrodes 3. Open Web Steel Joists AWS/AISC- Inspect installation,field welding and bridging ofjoists. SSI ICC-SWSI 4. Bolting AWSIAISC- Inspect installation and tightening of high-strength bolts. Verb SSI that splines have separated from tension control bolts. Verify ICC-SWSI proper tightening sequence. Continuous inspection of bolts in slip- critical connections. 5. Welding AWS-CWI Visually inspect all welds. Inspect pre-heat,post-heat and surface preparation between passes. Verify size and length offillet welds. ASNT Ultrasonic testing of all full penetration welds. 6. Shear Connectors AWS/RISC- Inspect size, number,positioning and welding of shear connectors. SSI Inspect suds for full 360 degree flash.Ring test all shear ICC-SWSI connectors with a 3 lb hammer.Bend test all questionable studs to 15 degrees. 7. Structural Details PE/SE Inspect steel frame for compliance with structural drawings, including bracing, member configuration and connection details. 8. Metal Deck AWS-CWI Inspect welding and side-lap fastening of metal roof and floor deck. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Mechanical & Electrical Systems Page 8 of 8 Item Agency# Scope (Qualif.) 1. Smoke Control 2. Mechanical, HVAC &Piping Gas piping, ceiling flues, mounting clips and controls 3. Electrical System UL Service, distribution panels, equipment connections, branch Certified conduit, wiring, light fixtures, outlets, smoke detectors, exit lights, Electrical emergency lights, etc. Inspector 4. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 ALBANY AREA BWFALO AREA W Bmadwwr PO Box 482 WztervtiieL NY 12189 Onbard Park,NY 14127 • voice W-26"310 Voice 718-64"474 Pax 313•Z6C•e= Fla 718-04"321 November 6, 2001 Via email at sbcollins04ftaihoo.com and fox at SM-624-1570 Mr. Carl Ruprecht .Jolley Associates PO Box 671 54 Lower Weld t S.t vet St Albans, VT 05478 Re: Proposal_Special Inspection Services Mobil Service Station- Exit 20 Queensbury, New York Proposal No. PFDE-07-235 Dear Mr.-Rupr+scit,.. ,. . . .� PursuarA to our ddscumlon-atthe site meeting:.on November2""; t have prepared the bllowing estimated cost proposal to provide the necessary fielq Qbservation;speciial.inspections AM laboratory testing services at your-rehYemed project.YoLrcan team more about our firm at our webs*www.derdL-. qrdneedng.com.-- neerincs:com.-- The- services v+e .are..proposing to provide are divided into retaining wall construction observation,earffwvortc,structural concrete,masonry,structural and cold formed steel and wood construction bathe stricture. . It should be understood that our fees are estimated based on our experience with similar projects. The actual services would be provided on a unit fee basis with orgy those services actually provided being invoiced on a monthly basis, Retalning3Nall Construction ObseNatfon; ► 2 Partite Analyses,ASTM D422 at$35.00 each= $70.00 ► •2 Proctor Analyses,ASTM 01557 at$75.00 each=$150.00 Engineering Technician to observe retainingwali construction, perform Nudear Density Tests•during-placement of:the retainino wall WWII, -and ,6.'prepar e-daily site observation reports;25.days at$300:00 per. day'=-$7;500 ► Engineer, P.E.4 trips at$300 per trip=$1,200.00 Aimated Total for Retaining Wall Construction Observation=S8 920 00 wmv.dente-enginearing.ocm Earthwork Matmiais S Density Testing; 2 Particle Analyses,ASTM D422 at$35.00 each=$70.00 ► 2 Proctor Analyses,ASTM D1557 at$75.00 each-$150.00 Engineering Technician to pert Tn Nuclear Density Tests during baddilling of foundations, utilities and for slabs; 5 half days at$140.00 per half day= $700.00 Engineer, P.E.2 trips at$300 per trip=$600.00 Estimated Total for Earthwork Testtna -S1.520.00 Foundation and Slab Concrete Quality Control Testing; Concrete Testing with ACI Level I Certified Technicians Estimated 5 days at$300.00 per day=$1,500.00 Compressive Strength Tests, ASTM C-39, Est 50 Cyls. at$S per= $400.00 Estimated Total for Foundation Concrete Testing= 1.9—W.00 Masonry Quality Control Testing; Inspection, Grout and Mortar Testing with ACI Level UI I Certified Technicians Estimated 5 days at$300.00 per day= $1,500.00 Compressive Strength Tests,ASTM C-109 and C-1019, Estimated 40 mortar cubes at $10.00 per,cube and 20 grout prisms at$25.00,per prism=$900.00 Estimated jo%I for Masonry tdualMf Control Testing=$2,400.00 Structural and Cold Formed Steel; • CWI Field Inspection of field erection, fabrication and weldments Estimated 3 days at$400.00 per day=$1200.00 Wood Construction Inspection and Testing; ► Field inspection and Testing Estimated 2 days at$400.00 Per day= $600.00 Mule gg Costs&000 miles at$0.40/m'le=31-200.00 x Esti cited Budget Fee I Pros iiihle Fee Range=117,940.00 The attached General Conditions for a part of this proposal. It should be understood that our total fee is estimated and that only those services actually provided are invoiced. Invoicing is submitted monthly and is due in 30 days.We offer a prompt payment discount of two prement (2%)for payments made within 10 days. We appreciate the opportunity to present this proposal.Should it prove acceptable,please sign and return one copy as our authorization to proceed. This signed proposal constitutes the agreement, Inclusive of the attached General Conditions. Should questions arise, or if we may be of any assistance, please contact our office at your convenience. Yours truly, Dante Engineering, PC Joe Robichaud, EIT Fred Dents, PE Geotecthnical Engineer President Attachment(s): I ditions, Important Information About Proposal Accepted By: Title: Pl oas--, Representing: I AeZ — Date: tr t`ti�o GENERAL CONDITIONS of DENTE ENGINEERING, P.C. A.Danidone: Dents Enginssring, P.C.. hereinafter referred to as the Consultant. Project work or work means the specific geote.chnical and environmental consulting or construction materials consulting, testing or other services to be performed. Client means the person(s),entity or authorized agent for the purposes of ordering the services. Client to accepting or ordering work accepts the companies proposal and these general conditions. Client will transmit a copy of the proposal and the general conditions to each and every third party to which the client transmits any portion of the companies work. a.SfGe Access;Client shalt provide and arrange access to the site of the work as may be required to perform the work.The Consultant shall take reasonable and customary measures to minimize damage to the property as a result of the performance of the work, however the costs to preserve or restore the site to its former condition have not been included. These services will be provided and changed to the client if client agrees to pay the consultant the costs of them. C.Servicss:Services shall be provided by the Consultant in a timely,workmanlike manner consistent with the area and the time the services are provided at the prices and in the manner proposed. Delays or modifications to the proposed scope of services as directed by the client or authorized third parties may result In additional costs payable by the client. No claims will be brought against the company'by the client or third parties unless all recommendations provided are followed and tests & Inspections offered have been performed. Some of the services may require the Consultant to obtain samples of roofing or other building materials and provide temporary patches for them.The client agrees to provide permanent patches and also agrees to hold the company harmless for any and all damages to the roof, building and its contents which may arise prior or subsequent to the permanent repairs, Unless otherwise agreed, all samples will be disposed of upon completion of testing. The company shalt not be responslble for any evaluation or reporting concerning project site health 8,safety. D.Client's Duties:Client shall notify the company of any known or suspected hazardous materials,utilities or underground storage tanks at the project site. Unless specifically assumed,the responsibility for locating subsurface utilities,etc.is the clients, who agrees to defend,indemnify and hold harmless the company from all costs,claims,losses and expenses which may result from providing the requested-services: Client will be Invoiced on a monthly basis for the services provided and agrees to pay the invoices within thirty(30) days. Client further agrees to pay interest on any past amounts at the rate of S% per year on a monthly basis. Client agrees to pay all court and attorney fees necessary if the account is delinquent. The company shall not be bound by releases or waiver of rights if any account is past due sbdy(60)days or more, If any account for services is past due or if client fails to make payments within the terms proposed,the client shall have granted a release to the company from any and all known or unknown claims in tort, statute or contract. E.Limitation of Liability:In order for the Client to obtain a lower fee from Consultant,among other benefits, and in order for Consultant to reduce its residual risk created by providing servicesto Client, Client and Consultant agree that, to the fullest extent permitted by Law, Consultant's total aggregate liability to Client is limited to 5100,000 for any and all of Clients'injuries,damages,claims,losses,expenses,or claim expenses arising out of the Agreement from any cause or causes. Such causes include, but`are riot limited to, Consultant's negligence, errors, omissions, breach of contract, breach of warranty; strict liability, negligent misrepresentation, statutory liability,or other acts giving rise to liability based upon contract,tort, or statute. This limitation shall extend to the client as well as any other parties. Subject to the above, the company agrees to indemnify and hold harmless the client from claims,suits and expenses arlsing outof the negligent performance of the companies work. Client shall provide like indemnification to the company.This provision takes precedence over any conflicting provisions of this agreement. F. Hazardous Materials: The company, by performing these services, does not assume it acquiring the status of an owner, generator, transporter or storer of materials as would be defined in RECRA or other Federal, State or local statutes. Client assumes full responsibility for compliance with these or like statutes. G.Termination: Either party can terminate this agreement upon 30 days written not tiication"The company shall be paid for all services provided. H.agreement:The proposal and this general conditions constitutes the entire agreement ire the event any of the provisions are found unenforceable the remaining provisions shall remain in force. vex sr, ALBANY AREA BUFFALO AREA 94 B vay PO Bcx 482 a?eY129 1cha'd P k G;Y o:ce Voice 716 64'9-94?4 Fax �-ax —6-648v521 August 28, 2008 Via email at sbcollins04(a-yahoo.com Mr. Carl Ruprecht Jolley Associates PO Box 671 54 Lower Welden St. St. Albans, VT 05478 Re: Exit 20 Mobil Station-Special Inspections Queensbury, New York Dente File No. FDE-07-280 Dear Mr. Ruprecht, Copies of the individual inspection reports for our inspections of the referenced project's Structural Steel, Structural Concrete, In Place Density Testing of Earthworks and associated laboratory Compression Tests for the concrete and particle size and proctor compaction tests for the fill materials which we prepared during the course of the construction have been forwarded under separate cover. These individual reports are a part of this final report and on this basis, I state that to the best of my knowledge,information and belief the Special Inspections requested for this project have been performed and any discovered discrepancies were resolved. Should questions arise or if we may be of any other assistance, contact our office at your convenience. Sincerely, Dente Engineering, P.C. Joe Robichaud, P.E. Fred Dente, P.E. Geotechnical Engineer President wvv v_dente-engineerrng.corn DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: August 12, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ru recht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 06-14-08 DENSITY: SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-06-14-08 CONTRACTOR: TMG CONCRETE SUPPLIER: Jointa Galisha DATE: 06-14-08 LOCATION: Slab on Deck JOB NO: FDE-07-280 TIDE WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m.) Temp Air Temp. Set No. Plant Total Remarks +Field 2 763548 4563 11.0 0549 0615 0645 5.0 68 4.2 82 4000FA Set 1 of 6 cyls 4 763550 - 11.5 - - - 9.0 - 4000FA 5 763551 4569 11.5 0 00 0833 6.5 76 8.5 82 4000FA Set 2 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:MT NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Todd McCormick 1,2 3698 3704 06-16-08 06-23-08 146.0 142.9 9 3210 2450 Transported By:MA 3699 3705 06-23-08 145.4 142.6 9 3030 2710 3700 3706 07-14-08 145.7 144.2 30 4500 3700 Remarks: 1% non-chloride added 3701 3707 07-14-08 146.2 143.9 30 4190 3720 reinforced fibers 3702 3708 08-11-08 144.9 143.1 56 3800 Weather: Cloudy, muggy 3703 3709 08-11-08 144.7 143.1 56 3830 Specification at 28 Days: 4K Average 28 Day Strength: 4350/3710 Average 56 Day Strength: 3830 DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: August 06, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 07-31-08 SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil REPORT NO: FDE-07-280-07-31-08 CLIENT: Jolley Associates DATE: 07-31-08 CONTRACTOR: Cedar Ridge Contacting JOB NO: FDE-07-280 11 Test Depth Test in—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) inches 1 10 117.0 135.9 3.3 98.3 95 326A 6 'T wall station 0+15 2 10 117.0 135.3 3.5 97.9 95 326A 6'T wall station 0+25 3 10 117.0 133.3 3.1 96.4 95 326A 6' T wall station 0+50 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 889 113.5 12.7 C-F Sand, trace silt 326A 113.5 12.7 C-F sand, trace silt Remarks: Informed Buck Hasko 3B=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM 3=Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxier SA: 22587 07/30/2008 12:11 FAX 5182669238 DENTE EVERGREEN Ouuz DENTE ENGINEERING , P . C . M_ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: July 30, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ru recht JD11ey Associates 54 Lower Welders St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 06-02-08 DENSITY: SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 0 v 0 evergreen r, 0 TESTfNG&ENVIRONMENTAL SERVICES,INC . 594 Broadway Watervliet, NY 12189 Phone_ 518-266-0310 Fax: 518-266-9238 00 CONCRETE FIELD OBSERVATION REPORT N r PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-06-02-08 ~ CONTRACTOR: Valley Petroleum Services CONCRETE SUPPLIER: Cranesville DATE:06-02-08 en LOCATION: SOG JOB NO: FDE-07-280 m TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Cone. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (iIn.) Temp Air Temp. Set No. Plant Total Remarks +Field 1 762962 - 11.0 0545 0605 0618 15 7.25 63 8.5 78 4000FA Set 1 of 6 c Is 6 762960 4558 11.0 0640 0716 0755 10 6.0 64 8.0 78 4000FA Set 2 of 6 c Is 7C z COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRFSSWE Tested By:MA NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: Contractor&Concrete Driver 1,2 3359 3365 06-03-08 06-09-08 142.9 142.1 7 2750 3000 Transported By:EM 3360 3366 06-09-08 145.4 140.6 7 3390 2930 3361 3367 06-30-08 145.4 142.9 28 3860 3690 Remarks: 3362 3368 06-30-08 144.9 141.9 28 3730 3840 Weather:Cool 3363 3369 07-28-08 144.2 141.1 56 4740 4760 3364 3370 07-28-08 1452 141.4 56 4360 3990 0 0 ��Specification at 28 Days: 4K Average 28 Day Strength: 3800/3770 Average 56 Day Strength: 455014380 07/22/2008 12:13 FAX 5182669238 DENTS EVERGREEN 002 s. } DENTE ENGINEERING , P . C . El 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 © PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE:July 22, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ru recht Jolley Associates 54 Lower Welden St, PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 06-14-08 DENSITY: SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Say Rd Queensbury NY 12804-fax-745-4437 eve rq re e n n — o TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-06-14-08 CONTRACTOR: TMG CONCRETE SUPPLIER: Jointa Galisha DATE: 06-14-08 LOCATION: Slab on Deck JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg, Added: Total Design Plant Total Remarks +Field z 2 763W 4563 11.0 0549 06t5 0645 5.0 68 4.2 82 4000FA Set 1 of 6 c Is W W 4 763550 - 11.5 - - - - - 9.0 - 4000FA a 5 763551 4569 11.5 0800 0833 6.5 76 8.5 82 4000FA Set 2 of 6 cyls, W W A COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT Wi. AGE COMPRESSIVE Tested By:MT r� NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) N AS RECEIVED Field Results Reported to:Todd m m McCormick N ao to 1,2 3698 3704 06-16-08 06-23-08 146.0 142.9 9 3210 2450 Transported By:MA 3699 3705 06-23-08 145.4 142.6 9 3030 2710 w 3700 3706 07-14-08 145.7 144.2 34 4500 3700 Remarks: 1%non-chloride added 3701 3707 07-14-08 146.2 143.9 30 4190 3720 reinforced fibers � 3702 3708 08-11-08 144.9 143.1 56 Weather:Gloudy,muggy 3703 3709 08-11-08 144.7 143.1 56 0 0 N N o Specification at 28 Days: 4K Average 2B Day Strength:435013710 Average 56 Day Strength: IL DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: July 2, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ru recht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 06-02-08 DENSITY: SITE OBSERVATION: SUBGRADE _ OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 I III evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phono: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-06-02-08 I CONTRACTOR: Valley Petroleum Services CONCRETE SUPPLIER: Cranesville DATE: 06-02-08 LOCATION: SOG JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % i Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air ! Temp. Set No. Plant Total Remarks +Field 1 762962 - 11.0 0545 0605 q618 15 7.25 63 8.5 78 4000FA Set 1 of 6 cyls 6 762960 4558 11.0 0640 0716 q755 10 6.0 64 8.0 78 4000FA Set 2 of 6 cyls I i COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:MA NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: Contractor&Concrete Driver 1,2 3359 3365 06-03-08 06-09-08 142.9 142.1 7 2750 3000 Transported By:EM 3360 3366 06-0 -08 145.4 140.6 7 3390 2930 3361 3367 06-3 -08 145.4 142.9 28 3860 3690 Remarks: 3362 3368 06-30-08 144.9 141.9 28 3730 3840 Weather: Cool 3363 3369 07-28-08 144.2 141.1 56 3364 3370 07-28-08 145.2 141.4 56 ,, Specification at 28 Days: 4K Average 28 Day Strength: 3800/3770 Average 56 Day Strength: DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: June 24, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht �, Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 06-14-08 DENSITY: SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: - — - - - — - -- — DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-06-14-08 CONTRACTOR: TMG CONCRETE SUPPLIER: Jointa Galisha DATE: 06-14-08 LOCATION: Slab on Deck JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp' Air Temp. Set No. Plant Total Remarks +Field 2 763548 4563 11.0 0549 0615 0645 5.0 68 4.2 82 4000FA Set 1 of 6 cyls 4 763550 - 11.5 - - 9.0 - 4000FA 5 763551 4569 11.5 0800 0833 6.5 �76 8.5 82 4000FA Set 2 of 6 cyls i COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:MT NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH,(psi) AS RECEIVED Field Results Reported to:Todd McCormick 1,2 3698 3704 06-16-08 06-23-08 146.0 142.9 9 3210 2450 Transported By:MA 3699 3705 06-23-08 145.4 142.6 9 3030 2710 3700 3706 07-14-08 145.7 144.2 30 Remarks: 1% non-chloride added 3701 3707 07-14-08 146.2 143.9 30 reinforced fibers 3702 3708 144.9 143.1 H 3703 3709 144.7 143.1 H Weather: Cloudy, muggy Specification at 28 Days: 4K Average 28 Day Strength: Average 66 Day Strength: ti DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: June 23, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht (7r-,, t:, „17 1 _ Jolley Associates 1 54 Lower Welden St. PO Box 671 k!�s, VT 05478 ";,,, ,; ,;w BUILDING (;0UE'6 REPORT ENCLOSED: DATES: x CONCRETE: 05-22-08 DENSITY: SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-05-22-08 CONTRACTOR: Valley Petroleum Servi�es CONCRETE SUPPLIER: Cranesville DATE: 05-22-08 LOCATION: All walls line I, G, E,A JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m.) Temp Air Temp. Set No. Plant Total Remarks +Field 2 762525 4555 10.0 1615 1640 1650 7.5 63 6.8 66 4000FA Set 1 of 6 c Is 6 762529 4569 10.0 1634 1713 1720 8.5 63 7.1 66 4000FA Set 2 of 6 c Is COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Craig of Northwoods 1,2 3175 3181 05-23-08 05-29-08 148.5 148.5 7 3890 3690 Transported By:EM 3176 3182 05-29-08 147.2 148.8 7 3890 3900 3177 3183 06-19-08 147.7 148.0 28 5300 5220 Remarks:Super P 3178 3184 06-19-08 147.2 147.7 28 5030 4920 3179 3185 147.5 147.2 H Weather: Rain shower 3180 3186 148.5 148.0 H Specification at 28 Days: 4K Average 28 Day Strength:5170/5070 Average 56 Day Strength: 06%f8/2.00s 09:05 FAX 5182669238 DENTE EVERGREEN Q 002/003 DENTS ENGINEERING , P . C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE:June 18, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ru recht Jolley Associates 54 Lower Walden St PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: SITE OBSERVATION: 06-14-08 L E TION: ING STEEL: ROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 06/ .8/2.00 09:05 FAX 5182669238 DENTE EVERGREEN 003/003 DENTS ENGINEERING P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9, 38 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax:716-648-2i 521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-06-14-0 3 CLIENT: Jolley Associates DATE: 06-14-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site for the purpose of testing concrete during the placement of the slab on deck. Upon arrival, the general contractor informed this representative that there were no project specifications for the placement of the fresh concrete. During testing of the concrete, the fifth truck on site was observed to have a 6.5" slump and an r iir entrainment of 8.5%. The air was then checked on the fourth truck which resulted in a 9.0% air. The general contractor, the sub-contractor and the concrete plant were all informed of the test results. The placement of concrete continued. By: M Twomey 06/13/2008 10:21 FAX 5182669238 DENTS EVERGREEN 10002 DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE:June 13, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO; Carl Ru recht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 05-14-08, 05-15-08 DENSITY: 06-11-08 SITE OBSERVATION: SUBGRADE OBSERVATION. REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 evergreen c TESTING&ENVIRONMENTAL SERVICES,INC. 594 Broadway Watervliet, NY 12189 Phone: 51B-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-05-14-08 CONTRACTOR: Valley Petroleum Services CONCRETE SUPPLIER: Cranesville DATE: 05-14-08 LOCATION:All footings JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field z 1 762137 4568 10.0 1602 1 1636 1645 6.0 69 6.1 65 400DFA Set t of 6 cyls W a w w z w A COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL, (Days) STRENGTH(pal) AS RECEIVED Field Results Reported to:Greg a Northwoods m N 1 3025 05-15-GB 05-21-08 148.8 7 3350 Transported By:JS 3026 05-21-08 149.8 7 3860 3027 06-11-08 149.8 28 5040 Remarks:super P 3028 06-11-08 148.8 28 4920 3029 148.5 H Weather:Sunny N 3030 148.5 H 0 00 0 o - Specification at 28 Days: 4K Average 28 Day Strength:4980 Average 56 Day Strength: evergreen c TESTING&ENVIRONMENTAL SERVICES,ING , 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax; 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-05-15-08 CONTRACTOR: Valley Petroleum Services CONCRETE SUPPLIER: Cranesville DATE: 05-15-08 LOCATION: Six(6) each interior footings JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field z 1 762177 4559 11.0 1250 1555 1605 11 5.0 68 6.2 70 4000FA Set 1 of 6 cyls w a w w A COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OFCYL. (Days) STRENGTH(psi I AS RECEIVED Field Results Reported to:Greg o r� Northwoods m N 1 3049 05-16-08 05-22-08 147.5 7 4590 Transported By:EM 3050 05-22-08 147.5 7 4720 3051 06-12-08 147.7 28 5550 Remarks: 3052 06-12-08 148.0 28 5620 N 3053 147.7 H Weather: Overcast N 3054 148.0 H 0 0 o u Specification at 28 Days: 41K Average 28 Day Strength:5690 Average 56 Day Strength: 06/13/2008 10:22 FAX 5182669238 DENTE EVERGREEN 005 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92i:B ❑ PO Box 482 Orchard Park, NY 14127 Phone' 716-649-9474 Fax: 715-648-35*:1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil REPORT NO: FDE-07-280-06-11-08 CLIENT: Jolley Associates DATE: 06-11-08 CONTRACTOR: Cedar Hill Contacting JOB NO: FDE-07-280 est Depth Test in-Place InPlace % % Proctor Location and Remarks No. of Depth) Density Moisture Compaction Req'd Code Probe Elevation (pcf) Iqo) nchea 1 8 515.0 133.7 1.9 96.7 95 326A T wall 6'stem station 2+15 2 8 515.0 134.5 2.2 97.3 95 326A T wall 6'stem station 2+25 3 8 515.0 133.3 1.8 96.4 95 325A T wall 6' stem station 2+00 4 8 515.0 135.6 2.0 98.1 95 326A T wall 6' stem station 1+75 5 8 516.0 135.5 2.1 98.0 95 326A I T wall stem station 1+75 6 8 516.0 132.6 2.4 95.9 95 326A T wall stem station 2+15 7 8 -3.07OW 112.2 5.3 98.9 95 889 East wide 8 8 -2.070W 112.8 5.0 99.4 95 889 South side Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 889 113.5 1 12.7 C-F Sand, trace silt 326A 113.5 12.7 C-F sand, trace silt Remarks. Informed Buck Hasko 3B-Subbase SSG Slab Subgradc G-Subgradc TO F-Top of Footing Technician: EM =Grade TOW�Tap of Wail G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.IV.: 2160$ 06/13/2008 08:38 FAX 5182669238 DENTE EVERGREEN 2002 DENTE ENGINEERING , P . C . D 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 O PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE:June 13, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ru recht Jolley Associates 54 Lower Welden St. PO Box 671 St Alberts, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: SITE OBSERVATION: 06-03-08, 06-04-08, 06-05-08, 06-06-08, 06-11-08 SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brien-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-"37 06/13/2008 08:38 FAX 5182669238 DENTS EVERGREEN Z003 DENTE ENGINEERING, P.C. 0 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9;,:38 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3 521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station -- Special Inspections REPORT NO: F-07-280-06-03-0 3 CLIENT: Jolley Associates DATE: 06-03-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. The contractor continues installation of T wall at the following locations. 12 pcs of 6' stem length at elevation 514.30' from station 1+10 to station 1+60 3 pcs of 10" stem length at elevation 509.22' from station 1+65 to 1+80 6 pcs of 6' stem length at elevation 510.0' from station 3+00 to 3+30 Sand fill was placed outside the building and Item 4 was placed between t wall stems in approximate 10" lifts. In place density testing was performed and the results were satisfactory. wall installation was completed in general compliance with project drawings, details and specifications. By: E Molina --• - 30 rea 5182659238 DENTE EVERGREEN Z 004 DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-92 38 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3:21 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO. F-07-280-•06-04-0 3 CLIENT: Jolley Associates DATE: 06-04-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. The contractor continued T wall installation at the following locations 2pcs of 10'H stem from station 1+70 to station 1+75 at elevation 511.76 5pcs of 8` stem from station 1+80 to station 2+05 at elevation 509.22 6pcs of 8' stem from station 1+75 to station 2+05 at elevation 511.76 3pcs of 8' stem from station 2+20 to station 2+35 at elevation 509.22 3pcs of 10' stem from station 2+10 to station 2+25 at elevation 511.76 Item #4 material was placed between the T wall stems in approximate 10" lifts. The fill was compacted and in place density testing was performed. All test results were satisfactory. T wall installation was completed in general compliance with project drawings, details and specification is. By: E Molina 06/13/2008 08:38 FAX 5182669238 DENTS EVERGREEN Z 005 DENTS ENGINEERING P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-92 38 ❑ P.U. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3,21 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-06-05-0 3 CLIENT: Jolley Associates DATE: 06-05-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. The contractor continued T wall installation at the following locations. 12pcs of 8' stem length from station 2+22 to 2+78 at elevation 511.79' 9pcs of 6' stem length from station 2+78 at elevation 511.79' Item # 4 material was placed between T wall stems in approximate 10" lifts. The fill was compacted and in place density testing was performed. All test results were satisfactory. T wall installation was completed in general compliance with project drawings, details and specificatic is. By: E Molina 06/13/2008 08:38 FAX 5182669238 DENTE EVERGREEN 0 006 DENTE ENGINEERING P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9,"38 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3 i21 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-06-06-0 3 CLIENT: Jolley Associates DATE: 06-06-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. The contractor continued T wall installation at the following locations_ 14pcs of 6' stem length from station 2+22 to 3+05 at elevation 516,34 3pcs of 8' stem length from station 2+07 to 2+22 at elevation 516.34 2pcs of 6' stem length from station 1+97 to 2+07 at elevation 516.34 Item # 4 material was placed between the T wall stems in approximate 10" lifts. The fill was compacted and in place density testing was performed. All test results were satisfactory. T wall installation was completed in general compliance with project drawings, details and specificatio is. By: E Molina 06/13/2008 08:39 FAX 5182669238 DENTS EVERGREEN 0 007 DENTE ENGINEERING P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0390 Fax: 518-266-9 '38 D P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3 i21 SITE OBSERVATION REPORT PROJECT, Mobil Service Station - Special Inspections REPORT NO: F-07-280-06-11-03 CLIENT: Jolley Associates DATE: 06-11-08 CONTRACTOR. Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection_ While on site, the following observations were made. The contractor continued T wall installation at the following locations. 21 pcs of SP 35 T wall from station 1+72 to 2+77 at elevation 517.0' SP 40, of SP 39, and SP 38 T wall from station 1+58 to 1+72 elevation 517,0' Item 4 fill was placed between the T wall stems in approximate 10" lifts_ The fill was compactec, and in place density testing was performed. All test results were satisfactory. T wall installation was completes in general compliance with project drawings, details and specifications. All observations were reported to Buck Hasko. By: E Molina DENTE ENGINEERING , P . C . 11 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 El PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: June 11, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht 17 Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 06-02-08 DENSITY: 06-06-08-2, 06-09-08-1, 06-09-08-2, 06-09-08-3 SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 DENTE ENGINEERING , P . C . v ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: June 11, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Losrer Welden St. PO Box-67; St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 06-10-08 r SITE OBSERVATION: SUBGRADE OBSERVATION: �C�IN O O &CODES REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 06/09/2008 09:14 FAX 5182669238 DENTE EVERGREEN 002 DENTS ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL - DATE:June 9, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Lower Welden St PO Box 671 St Alberts, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 06-06-08-1 SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 06/09/2008 09:20 FAX 5182669238 DENTS EVERGREEN Z003/003 evergreen TESTING& ENVIRONMENTAL SERVICES, INC, ❑ 694 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil REPORT NO: FDE-07-280-06-06-08-1 CLIENT: Jolley Associates DATE: 06-06-08 CONTRACTOR: Cedar Hill Contacting JOB NO: FDE-07-280 Test Depth Test In-Plaice InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) inches 1 8 -1'4"TOW 109,9 5.6 96.9 95 889 South west of building 2 8 -416"TOW 113,2 5.1 99.8 95 889 South of building 3 8 -316"TOW 112,9 5.3 99.5 95 889 South of building 4 1 8 1 512.0 135.2 4.1 97.8 95 326A Station 2+80 6'T wall 5 1 8 512.0 132,3 4.0 95.7 95 326A Station 2+40 6'T wall F• 8 512.0 133.1 4.4 96.3 95 326A Station 2+20 8'T wall i' 8 -4'6"TOW 113.4 5.9 99.9 95 South west 20'from building 8 8 513.0 132.0 4.2 95.5 95 326A Station 2+60 6'T wall 9 8 513.0 132.2 1 3.7 95.6 95 326A I Station 2+80 6'T wall 10 8 513.0 133.7 3.5 1 96.7 1 95 1 .326A I Station 3+00 6'T wall Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt 889 113,5 12.7 1 C-F Sand, trace silt Remarks: Informed Buck Hasko B=Subbase SSG=Slab Subgrade G=Subgradc TO F=Top of Footing Technician' EM -trade TOW=Top of wall G=Bearing Grade VIP-Finished Fluor B=Footing Bottom Troxler S,N.: 2160$ DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: June 6, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 7 - REPORT ENCLOSED: DATES: ID) `.�. . ._.-_ ...�._ �� fiN I £ ;j + CONCRETE: � ! o I OWN DENSITY: 06-05-08, 06-05-08-01 BUILDING & CODES SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: Figure 889 DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 evergreen TESTING &ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil REPORT NO: FDE-07-280-06-05-08-1 CLIENT: Jolley Associates DATE: 06-05-08 CONTRACTOR: Cedar Hill Contacting JOB NO: FDE-07-280 11 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) inches 1 8 -3'4"TOW 112.0 4.4 98.7 95 889 West of building 2 8 -2'4"TOW 113.2 4.9 99.8 95 889 West of building 3 8 -2'4"TOW 112.2 4.6 98.9 95 889 East of building 4 8 -1'4"TOW 113.0 4.1 99.6 95 889 West of building 5 8 512.0 132.6 1.9 95.9 95 326A 6' T wall 3+15 6 8 513.0 133.7 1.7 96.7 95 326A 6' T wall 3+10 7 8 510.0 132.9 2.1 96.1 95 326A 8' T wall 2+55 8 8 510.0 132.6 2.4 95.9 95 326A 8' T wall 2+25 E9 8 511.0 131.6 2.2 95.2 95 326A 8' T wall 2+30 10 8 511.0 132.2 2.0 95.6 95 326A 10' T wall 2+15 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) ( cf) 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt 889 113.5 12.7 C-F Sand, trace silt Remarks: Informed Buck Hasko iB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxler S.N.: 21608 B=Footing Bottom eve rg reen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil REPORT NO: FDE-07-280-06-05-08-2 CLIENT: Jolley Associates DATE: 06-05-08 CONTRACTOR: Cedar Hill Contacting JOB NO: FDE-07-280 11 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) inches 11 8 511.0 132.3 2.2 95.7 95 326A Station 3+10 12 8 511.0 132.7 2.4 96.0 95 326A Station 3+20 13 8 511.0 131.9 1.9 95.4 95 326A Station 2+80 14 8 511.0 133.4 1.6 96.5 95 326A Station 2+60 15 8 511.0 131.3 2.0 95.0 95 326A Station 2+50 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt 889 113.5 12.7 C-F Sand, trace silt Remarks: Informed Buck Hasko iB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxler S.N.: 21608 B=Footing Bottom Particle Size Distribution Report < < < o00 100 90 80 70 W 60 Z LL Z 50 U CL 40 30 20 10 0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT %CLAY 0.0 0.0 91.3 8.7 SIEVE PERCENT SPEC." PASS? Material Description SIZE FINER PERCENT (X=NO) coarse to fine SAND,trace Silt #4 100.0 #10 99.3 #40 78.8 #100 22.1 Atterberct Limits #200 8.7 PL= NP LL= NP Pl= NP Coefficients D85= 0.679 D60= 0.317 D50= 0.269 D30= 0.184 D15= 0.114 D10= 0.0832 Cu= 3.81 Cc= 1.28 Classification USCS= SP-SM AASHTO= A-3 Remarks Tested By:MT Checked By:JR Per ASTM D422 Washed (no specification provided) Sample No.: 889 Source of Sample: O'Connors Pit Date: 5-7-08 Location: Elev./Depth: EVERGREEN Client: Jolley Associates INC. Project: Exit20Mobil TESTING Queensbury,NY Watervliet NY Project No: FDE-07-280 Figure 889 COMPACTION TEST REPORT 117 115 113 U Q C N 111 109 ZAV for Sp.G. _ 2.55 107 3.5 6.0 8.5 11.0 13.5 16.0 18.5 Water content, % Test specification: ASTM D 1557-00 Method A Modified Elev/ Classification Nat. %> % < Depth USCS AASHTO Moist. Sp.G. LL PI No.4 No.200 SP-SM A-3 2.4 NP NP 0.0 8.7 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 113.5 pcf coarse to fine SAND,trace Silt Optimum moisture= 12.7 % Project No. FDE-07-280 Client: Jolley Associates Remarks: Project: Exit 20 Mobil Tested By:MT Checked By:JR Queensbury,NY Date: 5-7-08 0 Source: O'Connors Pit Sample No.: 889 EVERGREEN TESTING, INC. 11 Watervliet, NY Figure 889 06/05/2008 11:28 FAX 5182669238 DENTE EVERGREEN 0 002 y DENTE ENGINEERING , P . C . p 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-256-9238 p PO Box 482 Orchard Park, New York 14127 Phone, 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE:June 4, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO--. Carl Ru recht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 06-04-08 SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-746-4437 11:28 rAX 5182669238 DENTE EVERGREEN 16003 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. Q 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92!3 O PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax 716-648-35 '1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil REPORT NO: FDE-07-280-06-04-08 CLIENT: Jolley Associates DATE: 06-04-08 CONTRACTOR: Cedar Hill Contacting JOB NO: FDE-07-280 est Depth Test In-Place InPlace % 96 Proctor Location and Remarks No. of Depth/ Density Moisture Compactlon Req'd Gods Probe Elevation tPcfl (�0) item 04 between stem of T wall Inch" 1 8 510.0 133.4 2.1 96.5 95 326A 8'stem station 1+90 2 8 510.0 133.1 2.4 96.3 95 326A a,stem station 2+05 3 8 510.0 132.3 3.1 95.7 95 326A 10'H stem station 1+75 4 8 511.0 132.6 2.6 95.9 95 326A 10'H stem station 1+75 5 8 511.0 132.7 2.0 96.0 95 326A 8'stem station 1+85 6 8 511.0 133.5 1.7 96.6 95 326A 10'stem station 2+10 7 8 511.0 132.0 1.9 95.6 95 326A 8' stem station 2+60 8 8 511.0 131.7 2.3 95.3 95 326A 8'stem station 2+25 c Proctor Maximum Optimum Material Type and Source Code Density Moisture ( 326A 138.3 5.9 C-F Sand, C-F Gravel,trace silt Remarks: Informed Buck Hasko $=Subbase SSG=Slab Subgrade =Subgrade TO F=Top or Footing Technician: EM =Grade TOW-Top of Wail G-Searing Grade FF-Finished Floor =Footing Bottom TrOXIer S.N.: 31226 06/05/2008 08:10 FAX 5182669238 DENTE EVERGREEN 1@002 DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax; 716-648-3521 LETTER OF TRANSMITTAL DATE:June 4, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Lower Weldon St PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 05-29-08-1, 06-03-08 SITE OBSERVATION: 05-22-08, 05-29-08 SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 06/05/2008 08:10 FAX 5182669238 DENTE EVERGREEN Z 003 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-265-0310 Fax: 518-266-92,1 3 ❑ PO Sox 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-352 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-29-08-1 CLIENT: Jolley Associates DATE: D5-29-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In—Place InPlace % % Proctor Location and Remarks J No. of Depth/ Density Moisture Compaction Req'd Code Probe movawn (pcf) (%) (inches) 11 8 498.0 109.8 7.7 96.7 95 889 Front face of T wall station 1+00 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) 889 113.5 12.7 C-F Sand,trace silt 326A 1 138.3 1 5.9 1 CGF Sand C-F Gravel,trace silt Remarks: Results re orted to Buck B=subbase SSG=Slab Subgrade G=$upgrade TO F=Top of Footing Technician: EM -Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.N.: 31268 06/05/2008 08:11 FAX 5182669238 DENTE EVERGREEN Z 004 evergreen TESTING&ENVIRONMENTAL SERVICES, INC, ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax' 518-266.923.3 Q PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-35121 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil REPORT NO: FDE-07-280-06-03-08 CLIENT: Jolie Associates DATE: 06-03-08 CONTRACTOR: Cedar Hill Contacting JOB NO: FDE-07-280 y: Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pc}) (%) {nchee 1 8 511.0 131.9 1,9 95.4 95 326A Fill for 8'T wall station 3+00 2 8 611.0 132.3 2.2 95.7 95 326A Fill for 8'T wall station 2+75 3 8 -5.0'TOW 109.9 6.2 96.9 95 889 Fill outside bldg west wall 4 8 -5.01TOW 112.0 6.8 98.7 95,95 889 Fill outside bidg north wall ; i 5 8 -8.070W 112.8 5.9 99.4 95 889 Fill outside Bldg east wall 6 8 511.0 133.7 2.1 96,7 95 326A Fill for VT wall station 2+60 7 8 512.0 133.1 2.4 96.3 95 326A Fill for 8'T wall station 3+00 8 8 512.0 131..E 1.8 95.2 95 326A Fill for 8'T wall station 2+75 9 8 512.0 123.2 2.3 95.6 95 326A Fill for 8'T wall station 2+50 10 8 512.0 132.9 2.0 96.1 95 326A Fill for 8'T wall station 3+10 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 889 113.5 12.7 C-F Sand, Trace silt 326A 138.3 5-9 C-F Sand, C-F Gravel, Trace silt Remarks: Informed Buck Hasko 3D=Subbase SSG-slab Subgrade G=Subgrade TO F--Top of Footing Technician: EM -Grade Tow=Top or wan GrDearing Grade FF=Finished Floor Troxler S.N.: 21608 'a=Footing BOMM 06/05/2008 08:11 FAX 5182669238 DENTS EVERGREEN r DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9;:38 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-2 521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-22-C,3 CLIENT: Jolley Associates DATE: 05-22-08 CONTRACTOR: Cedar Ridge JOB NO, FOE-07-280 A representative of Dente Engineering was present at above referenced project site to perfc rm miscellaneous testing and inspection. While on site, the following observations were made. The contractor was continuing T Wall installation at the following locations: 12' stem length from station 1+05 to station 1+60 at elevation 504.14' 12 pieces of 10' stem length from station 1+05 to station 1+60 14' stem length at 5' high T wall from station 1+70 to station1+80 The contractor checked the clearance on the horizontal and vertical joints. Approximate 10" lifts of item 4 material were placed between the stems and each lift was compacted_ In place density testis Ig was performed and all results were satisfactory. A 10' high wall with approximate dimensions of 85'x35'was poured late in the afternoon. 100 yarn.Is of concrete was pumped and 2 sets of 6 cylinders were made for compressive strength testis a. Results were reported to Craig of Northwood and Jim of McCormick. By: E Molina 06/05/2008 08:11 FAX 5182669238 DENTE EVERGREEN Q 006 I ' DENTS ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9� 38 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax; 716-648 521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-29-08 CLIENT. Jolley Associates DATE: 05-29-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perfi rm miscellaneous testing and inspection. While on site, the following observations were made. The contractor was hauling and backfilling sand on the north and west side of building. Sand fill%oas placed in approximate 12" lifts and each lift was compacted. In place density testing was perforn ed and results were satisfactory. The contractor also continued installation of T Wall at the following locations: ► 5 pieces of 8' stem length from station 0+75 to 1+00, at elevation 509.22' ► 6 pieces of 8' stem length from station 0+85 to 1+60, at elevation 511.76' • 6' stem length from station 3+55 to 3+70, at elevation 507' ► 10' stem length from station 3+35 to 3+50, at elevation 505' The contractor placed the T Wall in general accord with the project documents and specification Is. Approximate 10" lifts of item 4 were placed between the T Wall stems and were compacted. Fill vil.as also placed and compacted along the front face of the wall from about station 0+80 to 1+25. In pla;e density testing was performed and all results were satisfactory. Additionally, the contractor excavated to elevation 499.05' from station 0+70 to station 1+00 for t ie 14' stem length base pad. By: E Molina 06/03/2008 11:07 FAX 5182669238 DENTE EVERGREEN Z 002 t , DENTS ENGINEERING , P. C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE:June 3, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Cart Ru recht Jolley Associates LS 4 Lower Welden St PO Box 671 t Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 05-29-08, 05-30-08-1, 05-30-08-2 SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 06/03/2008 11:07 FAX 5182669238 DENTE EVERGREEN lj003 L , evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92;I; © PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-352 1 FIELD IN-PLACE DENSITY TEST REPORT ` PROJECT: Norwich REPORT NO: FDE-07-174-05-29-08-1 CLIENT: Norwich DATE; 05-29-08 CONTRACTOR: Mancini JOB NO: FDE-07-174 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcID (Yo) (inches) 1 10" -3' FG 139.0 6.2 97.9 95 966 H.S School Parking Admin. I 2 10" -2' FG 138.6 5.3 97.6 95 966 H.S School Parking Admin. 3 10" -1' FG 141.E 5.2 99.7 95 966 H.S School Parking Admin. 4 10" FG 1 139.6 5.0 1 98,3 95 966 H.S School Parking Admin. 5 10" -3' FG 135.2 7.1 95.2 95 966 H.S School Parking Admin. 6 10" -2' FG 141.2 5.2 99.4 95 966 1 H.S School Parking Admin- 7 1011 -1' FG 137.0 5.0 96.5 95 966 H.S School Parking Admin. I 8 10" FG 138.0 6.1 97.2 95 966 H.S School Parking Admin. 9 10" -3' FG 1 135.1 6.8 95.1 95 966 1 Bus Circle 10 10" -2' FG 136.4 6.5 96.0 95 966 Bus Circle Proctor Maximum Optimum Material Type and Source Code Density Moisture 966 142.0 7.4 C-F Gravel Some C-F Sand trace Silt Remarks: s=Subbase SSG=Slab Subgrade G=Subgrade TO!-Top of Footing Technician:M. Twomey =Grade TOW=Top of Wall G=Beariul:Grade FF=Finished Floor Troxler S.N.: 24855 l3=Footing Bottom U6/U3/2008 11:07 FAX 5182669238 DENTS EVERGREEN 1@ 004 evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92'Z i ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-352: 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Norwich REPORT NO: FDE-07-174-05-29-08-2 CLIENT: Norwich DATE: 05-29-08 CONTRACTOR: Mancini JOB NO. FDE-07-174 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (per (%) Inches 11 10" -1' FG 134.9 5.9 95.0 95 966 Bus Circle 12 10" FG 1 135.8 5.9 95.6 95 966 Bus Circle i` I _J I Proctor Maximum Optimum Material Type and Source Code Density Moisture(°�) (Pcf) Remarks: B=Subbase SSG=Stab Subgrade C=Sobgrade TO F=Top of Footing Technician:M. Twomey 3=Crude TOW=Top of Wail C=Bearing Grade FF=Finished Floor Footing Bottom Troxier S.N.: 24855 06/03/2008 11:07 FAX 5182669238 DENTS EVERGREEN Z 005 evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone; 518-266-0310 Fax. 518-266-923 c ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-352 i FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil REPORT NO: FDE-07-280-05-30-08 CLIENT: Jolley Associates DATE: 5-30-08 CONTRACTOR: Cedar Hill Contacting JOB NO: FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No_ of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (Pcf) (%) inches 1 8 -6' TOW 109.8 7.0 96.8 95 889 North West of Bldg 2 8 -5' TOW 110.2 6.9 97.1 95 889 West of Bldg 3 8 ELE. 507 135.8 2.4 98.2 95 326a Fill for 8' T Wall STA 3+00 4 8 IELE. 507 135.1 2.2 97.7 1 95 326a Fill for 8' T Wall STA 3+20 5 8 ELE. 508 133.1 1.9 96.3 95 326a Fill for 8' T Wall STA 3+25 6 8 ELE. 508 131.9 1.8 95.4 95 326a Fill for 8' T Wall STA 3+00 7 8 ELE_ 507 132.6 2.1 95,9 95 1 326a Fill for 8' T Wall STA 1+70 8 8 ELE_ 508 132.9 2.0 96.1 95 326a Fill for 8'T Wall STA 1+80 9 8 ELE. 493 131.7 2.3 95.3 95 326a Fill for 8' T Wall STA 1+75 10 L 8 ELE. 510 112.8 7.7 1 99A 95 1 889 NE Bldg Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) C 889 113.5 12.7 C-FS, TS 326a 138.3 5-9 C-FS, C-FG, TS f i Remarks: Informed Buck Hasko B=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing , Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF-Finished Floor Troxler S.N.: 21608 B=Footing Bottom DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: May 30, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 05-22-08 DENSITY: 05-28-08, 05-29-08, 05-29-08-1 SITE OBSERVATION: 9r SUBGRADE n OBSERVATION: I� i U REINFORCING STEEL: `F. 0 W N BU11'_[71N s4 CODES SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-05-22-08 CONTRACTOR: Valley Petroleum Services CONCRETE SUPPLIER: Cranesville DATE: 05-22-08 LOCATION: All walls line I, G, E,A JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m.) Temp Air Temp. Set No. Plant Total Remarks +Field 2 762525 4555 10.0 1615 1640 1650 7.5 63 6.8 66 4000FA Set 1 of 6 cyls 6 762529 4569 10.0 1634 1713 1720 8.5 63 7.1 66 4000FA Set 2 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Craig of Northwoods 1,2 3175 3181 05-23-08 05-29-08 148.5 148.5 7 3890 3690 Transported By:EM 3176 3182 05-29-08 147.2 148.8 7 3890 3900 3177 3183 06-19-08 147.7 148.0 28 Remarks:Super P 3178 3184 06-19-08 147.2 147.7 28 3179 3185 147.5 147.2 H Weather: Rain shower 3180 3186 148.5 148.0 H Specification at 28 Days: 4K Average 28 Day Strength: Average 56 Day Strength: eve reen TESTING& ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-28-08 CLIENT: Jolley Associates DATE: 05-28-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Fill for T wall (inches) 1 8 506.6 134.7 2.4 97.4 95 326A 10' stem station 1+ 50 2 8 507.0 135.9 1.9 98.3 95 326A 10' stem station 1+ 25 3 8 507.0 133.4 1.7 96.5 95 326A 10' stem station 1+ 00 4 8 507.0 134.2 2.0 97.1 95 326A 10' stem station 0 + 80 5 8 508.0 132.0 2.2 95.5 95 326A 10' stem station 1 + 05 6 8 508.0 132.3 1.8 95.7 95 326A 10' stem station 1 + 20 7 8 508.0 133.7 2.1 96.7 95 326A 10' stem station 1 + 35 8 8 508.0 135.6 2.4 98.1 95 326A 10' stem station 1 +60 9 8 509.0 134.0 2.3 96.9 95 326A 8' stem station 1 + 10 10 8 509.0 136.5 1.7 98.7 95 326A 8' stem station 1 +25 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 889 113.5 12.7 C-F Sand,trace silt 326A 138.3 5.9 C-F Sand, C-F Gravel,trace silt Remarks: Results reported to Buck B=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxier S.N.: 31268 B=Footing Bottom evergreen TESTING &ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-29-08 CLIENT: Jolley Associates DATE: 05-29-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) inches 1 8 -7.07OW 112.2 8.9 98.9 95 889 Outside wall W side of building 2 8 -6.0'TOW 113.1 7.8 99.7 95 889 Outside wall W side of building 3 8 -6'6"TOW 111.9 8.6 98.6 95 889 Outside wall N side of building 4 8 -8.0'TOW 113.2 9.1 99.8 95 889 Outside wall S side of building 5 8 510.0 134.2 2.4 97.1 95 326A Station 1+00 6 8 511.0 132.3 1.9 95.7 95 326A Station 1+25 7 8 511.0 131.9 2.1 95.4 95 326A Station 1+50 8 8 512.0 132.7 2.2 96.0 95 326A Station 1+00 9 8 512.0 133.5 2.0 96.6 95 326A Station 1+15 10 1 8 512.0 132.6 1.8 95.9 95 326A Station 1+30 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 889 113.5 12.7 C-F Sand,trace silt 326A 138.3 5.9 C-F Sand, C-F Gravel,trace silt Remarks: Results reported to Buck iB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxler S.N.: 31268 B=Footing Bottom evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-29-08-1 CLIENT: Jolley Associates DATE: 05-29-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) inches 11 8 498.0 7.7 96.7 95 889 Front face of T wall station 1+00 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 889 113.5 12.7 C-F Sand,trace silt 326A 138.3 5.9 C-F Sand, C-F Gravel,trace silt Remarks: Results reported to Buck B=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxler S.N.: 31268 B=Footing Bottom DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: May 29, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: c� DENSITY: 05-27-08, 05-27-08-1 �N SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR?: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 - evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 0 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 0 PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-27-08 CLIENT: Jolley Associates DATE: 05-27-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 11 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 10 -9.070W 111.0 4.9 97.8 95 889 Fill outside basement wall north 2 10 -9.070W 112.2 4.0 98.9 95 889 Fill outside basement wall west 3 10 -8.070W 113.1 5.36 99.7 95 889 Fill outside basement wall north 4 10 -8.070W 112.9 4.4 99.5 95 889 Fill outside basement wall west 5 10 500.0 133.3 2.4 96.4 95 326A Fill for 14' stem T wall station 0+95 6 10 500.0 132.4 2.1 95.8 95 326A Fill for 14' stem T wall station 0+85 7 10 501.0 134.2 2.0 97.1 95 326A Fill for 14'stem T wall station 0+90 8 10 501.0 132.7 2.5 96.0 95 326A Fill for 14' stem T wall station 0+80 9 10 502.0 133.4 2.2 96.5 95 326A Fill for 12' stem T wall 0+95 10 10 502.0 131.9 1.9 95.4 95 326A Fill for14'stem T wall station 0+80 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 889 113.5 12.7 C-F Sand, trace silt 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt Remarks: Results reported to Buck SB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM G=Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.N.: 22587 . evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-27-08-1 CLIENT: Jolley Associates DATE: 05-27-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 11 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 11 8 503.0 133.7 1.9 96.7 95 326A Fill for T wall 0+80 12 8 503.0 132.0 2.3 95.5 95 326A Fill for 12'T wall station 0+95 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 889 113.5 12.7 C-F Sand, trace silt 326A 138.3 5.9 C-F Sand, C-F Gravel,trace silt Remarks: Results reported to Buck B=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxfer S.N.: 22587 ' DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: May 27, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 05-22-08-1, 05-22-08-2, 05-23-08 SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-22-08-1 CLIENT: Jolley Associates DATE: 05-22-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test Irt=-Pierce -in>lace % 3b Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 8 505.15 133.1 2.0 96.3 95 326A 12' stem T wall 1+15 2 8 505.15 132.6 1.9 95.9 95 326A 12'stem T wall 1+25 3 8 505.15 133.7 2.4 96.7 95 326A 12' stem T wall 1+35 4 8 505.15 132.2 2.1 95.6 95 1889 12' stem T wall 1+45 5 8 505.15 131.9 1.8 95.4 95 889 12' stem T wall 1+55 6 8 505.15 132.7 2.4 96.0 95 326A 14' T wall 1+70 7 8 506.15 132.4 2.2 95.8 95 326A 14' T wall 1+75 8 8 506.15 132.0 2.6 95.5 95 326A 12' stem T wall 1+20 9 8 506.15 132.3 2.3 95.7 95 326A 12' stem T wall 1+30 10 8 506.15 133.5 2.1 96.6 95 326A 12' stem T wall 1+40 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt Remarks: Results reported to Buck iB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM 3=Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.N.: 22587 i evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-22-08-2 CLIENT: Jolley Associates DATE: 05-22-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 est Depth Test to=Mace_ tnPtace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 11 8 506.15 134.1 2.5 97.0 95 326A 12' stem T wall 1+50 12 8 506.15 133.0 2.8 96.2 95 326A 12' stem T wall 1+60 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt Remarks: Results reported to Buck B=Subbase SSG=Stab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.N.: 22587 eve rg reen TESTING &ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-23-08 CLIENT: Jolley Associates DATE: 05-23-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test - to-Place InPlace o '/o Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Fill outside building (inches) 1 10 506.0 113.2 5.4 99.8 95 889 South of building between T wall 2 10 507.0 112.9 5.7 99.5 95 889 South of building between T wall 3 10 508.0 113.9 6.2 100+ 95 889 South of building between T wall 4 10 509.0 112.2 6.0 98.9 95 889 South of building between T wall 5 10 510.0 113.6 5.9 100+ 95 889 South of building between T wall Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 889 113.5 12.7 C-F Sand, trace silt L- I Remarks: Results reported to Buck iB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.N.: 22587 DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: May 23, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 05-14-08, 05-15-08 DENSITY: 05-21-08 SITE OBSERVATION: 05-14-08, 05-16-08, 05-19-08, 05-20-08, 05-29-08 SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 ` 1 N SF evergreen TESTING&ENVIRONMENTAL SERVICES,INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-05-14-08 CONTRACTOR: Valley Petroleum Services CONCRETE SUPPLIER: Cranesville DATE: 05-14-08 LOCATION: All footings JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 762137 4568 10.0 1602 1636 1645 6.0 69 6.1 66 4000FA Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Greg o Northwoods 1 3025 05-15-08 05-21-08 148.8 7 3350 Transported By:JS 3026 05-21-08 149.8 7 3860 3027 06-11-08 149.8 28 Remarks:super P 3028 06-11-08 148.8 28 3029 148.5 H Weather: Sunny 3030 148.5 H Specification at 28 Days: 4K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-05-15-08 CONTRACTOR: Valley Petroleum Services CONCRETE SUPPLIER: Cranesville DATE: 05-15-08 LOCATION: Six(6)each interior footings JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air Temp. Set NO. Plant Total Remarks +Field 1 762177 4559 11.0 1250 1555 1605 11 5.0 68 6.2 70 4000FA Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Greg o Northwoods 1 3049 05-16-08 05-22-08 147.5 7 4590 Transported By:EM 3050 05-22-08 147.5 7 4720 3051 06-12-08 147.7 28 Remarks: 3052 06-12-08 148.0 28 3053 147.7 H Weather. Overcast 3054 148.0 H Specification at 28 Days:. 4K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-21-08 CLIENT: Jolley Associates DATE: 05-21-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 11 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Inches 1 8 508 133.8 1.9 96.8 95 326A Fill for 6' T wall station 3+70 2 8 508 134.2 1.7 97.1 95 326A Fill for 6' T wall station 3+65 3 8 508 132.6 1.6 95.9 95 326A Fill for 8'T wall station 3+55 4 8 1 509 111.3 6.7 98.1 95 889 North side of building 5 8 510 110.7 6.5 97.6 95 889 North side of building 6 8 509 132.0 2.0 95.5 95 326A Fill for 6' T wall station 3+65 7 8 509 133.3 2.1 96.4 95 326A Fill for 8' T wall station 3+50 8 8 507 131.5 1.9 95.1 95 326A Fill for 10' T wall station 3+35 9 8 505 133.1 1.8 96.3 95 326A Station 1+65 10 8 506 133.4 1.9 96.5 95 326A Station 1+65 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt 889 1 113.5 1 12.5 1 C-F Sand, trace silt Remarks: Results reported to Buck iB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM 3=Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxler S.N.: 22587 B=Footing Bottom DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-14-08 CLIENT: Jolley Associates DATE: 05-14-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. A set of 6 concrete cylinders were cast for compressive strength testing. Slump and air tests meet the requirement for the project. Cedar Ridge Contracting did not perform on this date. Concrete for footings on lines E,A 1 and 6 was poured at 4:30pm. By: E Molina DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-16-08 CLIENT: Jolley Associates DATE: 05-16-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. The contractor was backfilling the basement of the building. Northwoods Concrete was working on rebar for a 10' wall. A 6" lift of sand was placed and spread across the entire building pad. It was leveled and compacted, in place density testing was checked and another lift was placed. The basement slab subbase comprised of Item #4 material was placed and compacted. In place density testing was completed and all results were satisfactory. By: E Molina DENTS ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special inspections REPORT NO: F-07-280-05-19-08 CLIENT: Jolley Associates DATE: 05-19-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. The contractor started installing the 5th course of the T wall with 10' stems starting at station 3+60 to the end of the existing wall. The contractor then checked the vertical and horizontal joint clearance, shear key was also placed to hold T wall in place. The contractor then filled item #4 between the stems in approximate 10" fill every lifts. In place density testing was performed and results were satisfactory. The contractor continued to install the T wall at the 6 course of the T wall with 8'stems the same station to the end of the existing wall. Item #4 was filled between the stem in approximate 10" lifts. In place density testing was performed and results were satisfactory. The contractor continued installing the 7th course T wall station 3+25. The 6th course of 8' stem length and 4th course of 6' stem length was also placed. By: E Molina F DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-20-08 CLIENT: Jolley Associates DATE: 05-20-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. The contractor continued installing T wall starting at station 1+02 to 1+60 at elevation 501.60. Proper clearance for vertical and horizontal joint were observed. Shear keys were placed per details. Item 4 was placed between walls and compacted in approximate 10' lifts. In place density testing was performed and all results were satisfactory. By: E Molina t DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-29-08 CLIENT: Jolley Associates DATE: 05-29-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. The contractor was backfilling between T wall stems at the following locations and elevations: *6' stems, elevation 507', stations 3+55 to 3+70. *10' stems, elevation 505', stations 3+35 to 3+50. In place density testing results were above the minimum required per project specifications. Sand fill was placed and compacted at the north side of building. In place density was tested. The contractor excavated to elevation 499.05 from station 0+70 to station 1+00 for a bottom pad for 14' stem T wall. By: E Molina DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: May 21, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ruprecht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 05-13-08, 05-16-08, 05-19-08 SITE OBSERVATION: 05-03-08, 05-05-08, 05-06-08,05-12-08, 05-13-08 SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: I DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-19-08 CLIENT: Jolley Associates DATE: 05-19-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) inches 1 8 500 132.0 1.9 95.5 95 326A station 3+60 2 8 500 132.7 1.8 96.0 95 326A station 3+75 3 8 501 1 133.1 2.0 96.3 95 326A station 3+60 4 8 501 131.9 2.1 95.4 95 326A station 3+80 5 8 502 133.3 2.0 96.4 95 326A station 3+65 6 8 502 132.3 2.4 95.7 95 326A station 3+75 7 8 1 504 132.4 2.2 95.0 95 326A station 3+55 8 8 504 132.9 2.1 96.1 95 326A station 3+75 9 8 505 131.4 2.3 95.0 95 326A station 3+60 10 8 505 131.5 1 1.9 1 95.1 95 326A station 3+65 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt Remarks: Results reported to Buck B=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.N.: 22587 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-16-08 CLIENT: Jolley Associates DATE: 05-16-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Inches 1 6 -6.0"TOF 108.7 8.1 95.8 95 889 Line 5.5/A & B 2 6 -6.0"TOF 111.3 7.7 98.1 95 889 Line 5.5/E & D 3 6 -6.0"TOF 110.4 8.0 97.3 95 889 Line 2.0/E & D 4 6 -6.0"TOF 109.1 8.4 96.2 95 889 Line 2.0/A & B 5 6 TOF 134.8 2.4 97.5 95 326A Line 5.0/A & B 6 6 TOF 1 133.6 1.7 96.6 95 326A Line 5.0/A & B 7 6 TOF 132.2 2.3 95.6 95 326A Line 2.0/E & D 8 6 TOF 134.1 1.9 97.0 95 326A Line 2.0/A & B Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (PO 889 113.5 12.7 C-F Sand, trace silt 326A 1 138.3 1 5.9 1 C-F Sand, C-F Gravel, trace silt Remarks: Results reported to Buck iB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxler S.N.: 22587 B=Footing Bottom 0 1 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-13-08 CLIENT: Jolley Associates DATE: 05-13-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Fill for T wall inches 1 10 496.51 132.9 2.0 96.1 95 326A sta 1+10 T wall 16' stem 2 1 10 496.51 131.3 2.1 95.0 95 326A sta 1+25 T wall 16' stem 3 10 497.51 133.8 2.4 96.8 95 326A sta 1+10 T wall 16' stem 4 10 497.51 132.0 2.6 95.5 95 326A sta 1+25 T wall 16' stem 5 8 499.0 134.9 2.5 97.6 95 326A sta 1+10 T wall 16' stem 6 8 499.0 133.1 3.0 96.3 95 326A sta 1+25 T wall 16' stem Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 326A 138.3 5.9 C-F gravel C-F sand, trace silt Remarks: Results reported to Buck SB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.N.: 22587 DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-13-08 CLIENT: Jolley Associates DATE: 05-13-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. 8:00 to 9:00 - Cedar Ridge Contracting final grading for building pad. 9:00 to 10:00 - T wall delivery, unloading and stock piling on site. 10:00 to 11:00 - Mobilization of Northwoods Concreting, rebar delivery and unloading at site 11:00 to 12:00 - T wall installation at elevation 496.51 from sta 1+00 to sta 1+30. T wall with stem length of 16' was installed. Hauling of sand was observed from O'Conner pit. 1:00 to 2:30 - T wall installation at elevation 499.05 from sta 1+00 to sta 1+30. T wall with stem length of 14' was installed. 2:30 to 4:00 - Backfilling of T wall. Item #4 was used to backfill between stems. In place density testing was performed and found to be satisfactory. By: E Molina DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-12-08 CLIENT: Jolley Associates DATE: 05-12-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site to perform miscellaneous testing and inspection. While on site, the following observations were made. The contractor adjusted the T wall alignment. No additional installation of T wall block was completed on this date. He surveyor was on site to lay out location and grade stakes for the building. It was discovered that current grades needed to be raised +/- 10" in order for building construction to commence. The contractor placed sand to approximate elevation 510.13'. In place density testing was performed and results were satisfactory. By: E Molina DENTE ENGINEERING , P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-06-08 CLIENT: Jolley Associates DATE: 05-06-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site for the purpose of observation and testing of the backfill fill of the T blocks, 7" course, staions 1+75.00 to 2+25.00 and 3+00.25 to 3+00.75. The following observations were made. Prior to the placement of the T block, .5" expansion joints and shear keys wrapped in polyethylene foam were placed on the previously placed T block per drawing details. A 12inch wide filter fabric was placed over the T block seams prior to the placement of a structural fill. The structural fill was placed in approximate 10 to 12 inch lifts and compacted with two jumping jack compactors until the grades were unyielding under the weight of the compactors. In place density testing showed compaction to be in general compliance with job requirements. Any areas not meeting density requirements were re-compacted until passing numbers were achieved. By: M. Twomey DENTE ENGINEERING , P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-05-08 CLIENT: Jolley Associates DATE: 05-05-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site for the purpose of observation and testing of the backfill fill of the T blocks at the 2"d cours, stations 3+50.00 to cast in place concrete wall, 61h course, stations 1+75.00 to 2+25.00 and 71h course, stations 2+25.00 to 2+75.00 The following observations were made. Prior to the placement of the T block, .5" expansion joints and shear keys wrapped in polyethylene foam, were placed on the previously placed T block per drawing details. By: M. Twomey DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Mobil Service Station - Special Inspections REPORT NO: F-07-280-05-03-08 CLIENT: Jolley Associates DATE: 05-03-08 CONTRACTOR: Cedar Ridge JOB NO. FDE-07-280 A representative of Dente Engineering was present at above referenced project site for the purpose of observation and testing of the backfilling of the T blocks at the 2"d course, approxiamte sation 3+75.00 and 5tn course, approximate station 2+50.00 to 3+50.00 The following observations were made. A 12" roll of filter fabric was placed over the seams of the T block prior to the placement of approximate 10 to 12 inch loose lifts of structural fill. The material was compacted with two jumping jack compactors until the grades were unyielding under the weight of the compactors. In place density testing showed compaction to be in general compliance with job requirements. All area not meeting density requirements were re-compacted until passing numbers were achieved. By: M. Twomey • DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: May 21, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ru recht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 05-20-08, 05-20-08-2 SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fax 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 I evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-20-08 CLIENT: Jolley Associates DATE: 05-20-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 11 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Fill for T wall 12' (inches) 1 8 502.6 132.2 1.9 95.6 95 326A 1+05 2 8 502.6 131.9 1.5 95.4 95 326A 1+15 3 8 502.6 132.9 2.1 96.1 95 326A 1+25 4 8 502.6 133.4 2.0 96.5 95 326A 1+35 5 8 502.6 132.3 1.8 95.7 95 326A 1+45 6 8 501.0 132.0 1.9 95.5 95 326A 1+100 bottom pad 7 8 503.6 133.1 2.2 96.3 95 326A 1+10 8 8 503.6 132.7 2.4 96.0 95 326A 1+20 9 8 503.6 131.5 1.7 95.1 95 326A 1+25 10 8 503.6 131.7 2.1 95.3 95 326A 1+35 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt Remarks: Results reported to Buck B=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM 3=Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxier S.N.: 22587 evergreen TESTING &ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-20-08-2 CLIENT: Jolley Associates DATE: 05-20-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Fill for T wall 12' (inches) 11 8 503.6 132.6 2.2 95.9 95 326A station 1+45 12 8 504.6 134.2 1.7 97.1 95 326A station 1+05 13 8 504.6 133.8 1.9 96.8 95 326A station 1+15 14 8 504.6 134.8 2.0 97.5 95 326A station 1+25 15 8 504.6 133.4 2.4 96.5 95 326A station 1+35 16 8 504.6 132.3 2.1 95.7 95 326A station 1+45 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pC 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt Remarks: Results reported to Buck B=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: EM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.N.: 22587 u5/zl/M8 12:19 FAX 5182669238 DENTS EVERGREEN zoo;! DENTE ENGINEERING , P . C . ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Pax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Pax:716-648-3521 LETTER OF TRANSMITTAL DATE: May 21, 2008 PROJECT NO: F-07-280 Exit 20 Mobil Station TO: Carl Ru recht Jolley Associates 54 Lower Welden St. PO Box 671 St Albens, VT 05478 REPORT ENCLOSED: DATES: CONCRETE: 04-04-08 DENSITY: 05-19.08, 05-01-08-1, 06-01-08-2, 0"1-08-3, 05-02-08, 05-02-08-1, 05-02-08-3, 05-3-08-1, 05-03-08-2, 05-03-08-3, 0"6-08, 05-12-08, 05-13-08, 05-16-08 SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: DISTRIBUTION: Jim McCormick-McCormick Group-fox 743-9338 John O'Brian-Town of Queensbury-742 Bay Rd Queensbury NY 12804-fax-745-4437 uo/21/2008 12:19 FAX 5182669238 DENTS EVERGREEN 003 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. 0 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92;;;3 0 PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-361'1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-19-08 CLIENT: Jolley Associates DATE: 05-19-08 CONTRACTOR: Cedar Rid a Construction JOB NO: FDE-07-280 Test Depth Test In-place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pef) (%) (inches) 1 8 500 132.0 1.9 95.5 95 326A station 3+60 2 8 500 132.7 1.8 96.0 95 326A station 3+75 3 8 501 133.1 2.0 96.3 95 326A station 3+60 4 8 501 131.9 2.1 95.4 95 326A station 3+80 5 8 502 133.3 2.0 96.4 95 326A station 3+65 6 8 502 132.3 2.4 95.7 95 326A station 3+75 7 8 504 132.4 2.2 95.0 95 326A I station 3+55 8 8 504 132.9 2.1 96.1 95 326A station 3+75 9 8 505 131.4 2.3 95.0 95 326A station 3+60 110 8 505 131.5 1.9 1 95.1 95 326A station 3+65 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 326A 138.3 5.9 C-F Sand, C-F Gravel, trace silt Remarks: Results reported to Buck B=Subbase SSG=Slab Subgrade G=Subgradc TO F-Top of Footing Technician: EM 7r-Grade 'row-Top of wall G=Bearing Grade FF=Finished Floor '6=Footing Bottom Troxler S.N.: 22587 05/21/2008 12:20 FAX 5182669238 DENTS EVERGREEN [a 004 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. 0 594 Broadway Watervliet, NY 12189 Phone; 518-266-0310 Fax: 518-266-9213 3 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-352 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-01-08-1 CLIENT. Jolley Associates DATE: 05-01-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Rsq'd Code Probe Elevation (Pcf) M Inches 1 10 +12°5th crse 128.4 4.5 95.5 95 326A 3+00.00 2 10 +12"5th crse 131.3 5.5 97.7 95 326A 2+75,75 3 10 +12"5th crse 129.4 4.2 96.3 95 326A 2+75,25 4 10 +12"5th crse 129.0 4.7 96.0 95 326A 2+50.75 5 L 10 +12"5th crse 129.3 5.3 96.2 95 326A 2+50.25 6 10 +12"5th crse 128.8 4.0 95.9 95 326A 2+50.00 7 10 +12"5th crse 130.8 4.1 97.3 95 326A 2+25.75 8 10 +12"5th crse 133.8 4.6 99.5 95 326A 2+25.50 9 10 +12"5th crse 128.5 4.6 95.6 95 326A 2+25.25 10 10 +12"5th crse 129.2 6.3 96.1 95 325A 2+25.00 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) 326A 134.4 7.0 C-F Sand, C-F Gravel, trace silt Remarks' B=Subbase SSG Slab Subgrade G=Subgrude TO F=Top of Footing Technician: M Twomey -Grade TOW=Top of Wall G-Bearing Grade FF=Finished Floor Troxler S.N.: 24855 -Footing Bottom U5/z1/2UU8 12:20 FAX 5182669238 DENTS EVERGREEN L3j005 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. 0 $94 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92:1 3 0 PO Box 482 Orchard Park, NY 14127 phone: 716-649-9474 Fax: 716-648-352 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-01-08-2 CLIENT: Jolley Associates DATE: 05-01-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 est Depth Test In-Place InPlace % % Proctor Location and Remarks Na_ of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pof) (%) inches 11 10 +24"5th crse 128.5 5.1 95.6 95 326A 2+75.75 12 10 +24"5th crse 129.1 3.9 96.1 95 326A 2+75.50 13 10 +24.5th crse 128.7 4.3 95.8 95 326A 2+76.00 14 10 *24"5th crse 130.7 3.7 97.3 95 326A 2+50.75 15 10 4-24"5th crse 129.E 4.4 96.4 95 1 326A 2+50.50 16 10 +24"5th crse 128.3 4.9 95.5 95 326A 2+50.00 17 10 +24"5th crse 128.0 4.9 95.3 95 326A 2+25.75 18 10 +12"2nd crse 128.2 5.3 95.4 95 326A 1+50.50 19 10 +12"znd ce 128.8 5.7 95.8 95 326A 1+50.00 rs 20 10 +12"2nd crse 129.3 5.7 96.2 95 326A 1+25.75 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (Pcf) 326A 134.4 7.0 C-F Sand, C-F Gravel, trace silt Remarks: B=subbase SSG=Slab Subgrade G-Subgeade TO F=Top of Footing Technician: M Twomey --Grade TOW=Top of Wall G-Bearing Grade FF=Finished Floor 6=Footing Bottom Troxler S.N.: 24855 evergreen o TESTING&ENVIRONMENTAL SERVICES,INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 0 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 20 Mobil CLIENT: Jolley Associates REPORT NO: F-07-280-04-04-08 CONTRACTOR: Valley Petroleum Services CONCRETE SUPPLIER: Cranesville DATE: 04-04-08 LOCATION: Canopy Footings#1,2, 3 &4 JOB NO: FDE-07-280 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (In.) Tamp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field z i 1811051 458 9.0 0741 0625 0838 40 3.75 36 5.7 61 C40R300 Set t of 6 cyls W x w w w a COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Fred of Valley m 1 2426 04-05-08 04-11-08 148.5 7 3880 Transported By:JS 2427 04-11-08 148.8 7 3860 2428 05-02-08 149.3 28 4430 Remarks: HeatWnter mix 2429 05-02-08 148.2 28 4670 Weather: Rain,cool 2430 148.8 H `! 2431 148.5 H u � I I u Specification at 28 Days: 3K Average 28 Day Strength:4550 Average 56 Day Strength: v 05/21/2008 12:20 FAX 5182669238 DENTE EVERGREEN 16007 evergreen TESTING&ENVIRONMENTAL SERVICES,INC. O 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92:13 0 PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-35.;!I FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-01-08-3 CLIENT: Jolley Associates DATE: 05-01-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In--Place In-Place % % Proctor Location and Remarks No. of Depth! Density Moisture Compaction Req'd Code Probe Elevation (pGf) M inches 21 10 +12"2nd crse 128.5 5.1 95.6 95 326A 1+25.75 22 10 +12"2nd crse 133.0 4.2 99.0 95 326A 1+50.00 Proctor Maximum Optimum Material Type and Source Code Density Moisture M(pc 326A 134.4 7.0 C-F Sand, C-F Gravel, trace silt B-°Subbase SSG=Slab Subgrade Remarks: =Subgrade TO F=Top of Footing =Gradc TOW=Top of Wail Technician. M Twomey j G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxier S.N.: 24855 05/21/2008 12:20 FAX 5182669238 DENTE EVERGREEN [a 008 evergreen TESTING&ENVIRONMENTAL SERVICES,INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-268-0310 Fax: 518-266-92�1 3 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-35'!I FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-02-08-1 CLIENT: Jolley Associates DATE: 05-02-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) i (inches) 1 10 +12"3rd orse 128.5 4.3 95.6 95 326A 1+50.50 2 10 +12"3rd arse 129.0 3.7 96.0 95 326A 1+50.00 3 10 +24"3rd crse 128.6 2.7 95.7 95 326A 1+50.50 4 10 +24"3rd orse 127.9 3.5 95.1 95 326A 11+50.00 5 10 +12"3rd crse 128.9 3.9 95.9 95 326A 11+25.75 6 10 +12"3rd ome 127.9 3.6 95.2 95 326A 11+25.25 7 10 +30"3rd crse 131.3 4.0 97.7 1 95 326A 1+50.50 8 10 +30"3rd crse 131.3 4.0 97.7 95 326A 1+50.00 9 10 +24"3rd crse 127.7 4.0 95.0 95 326A 1+25.75 10 10 +24"3rd crse 128.9 4.1 1 95 326A 1+25,25 Proctor Maximum Optimum Material Type and Source Code Density Moisture 326A 134A 7.0 C-F Sand, C-F Gravel trace silt "i ®marks: B=subbase SSG=Slab Subgrade C=Subgrade TO F-Top of Footing =Grade TOW=Top of Wait Technioian: M Twomey G=Bearing Gradc Ff'=Finished Floor B-Footing Bottom Troxier S.N.: 24855 05/21/2008 12:21 FAX 5182669238 DENTE EVERGREEN 19009 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92'!3 rJ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-35.2 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-02-08-2 CLIENT: Jolley Associates DATE: 05-02-08 CONTRACTOR: Cedar Ridge Construction JOB NO. FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcfl N (inches) 11 10 +24"4th crse 128.3 4.3 95.4 95 326A 3+50.00 12 10 +24"4th cme 129.9 3.8 96.6 95 326A 3+25.00 13 10 +30"3rd crse 127,7 4.1 95.0 95 326A 3+50.00 14 10 +30"3rd crse 128.1 4.4 95.3 95 326A 3+25.50 15 10 +30"3rd crse 128.7 4.6 95.7 95 326A 3+25.00 16 10 +30"3rd arse 129.5 3.8 96.4 95 326A 3+00.75 17 10 +30"3rd orse 132.4 4.3 98.5 95 326A 2+75.00 18 10 +30"3rd orse 129.5 3.6 96.4 95 326A 2+50.75 19 10 +30"3rd erne 127.7 4.5 95.0 95 326A 2+50.25 20 10 +30"3rd crse 130.1 3.6 96.8 95 326A 12+25.25 Proctor Maximum Optimum Material Type and Source Code Density Moisture cf I 326A 134.4 7.0 C-F Sand, C-F Gravel, trace silt Remarks: B=Subbase SSG Slab Subgrade G=Subrrade TO F=Top of Footing Technician: M Twomey -Grade TOW=Top of wall •G-Bearing Grade FF=Finished Floor Troxier S.N.• 24855 B-Footing Buttum 05/21/2008 12:21 FAX 5182669238 DENTE EVERGREEN Q 010 eve rg re e n TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 618-266-0310 Fax: 518-266-9213 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-354;i 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-02-08-3 CI-IENT: Jolley Associates DATE: 05-02-08 CONTRACTOR; Cedar Ridge Construction JOB NO: FDE-07-280 Test. Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code J Probe Eievation (pcf) (%) (Inches 21 10 +30"3rd crse 127.7 5.0 95.0 95 326A 2+25.00 22 10 +30^3rd crse 128.1 4.8 95.3 95 326A 2+00.75 I Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) cf) 326A 134.4 7.0 C-F Sand, C-F Gravel,trace silt i Remarks'. =Subbase SSG=Slab Subgrade G-Subgrndc TO I'=Trip of Footing '-Grade TOW=Tap of Wall Technician: M Twomey G=Bearing Grade FF=Finished Floor 9=Footing Bottern Troxler S.N.: 24855 05/21/2008 12:21 FAX 5182669238 DENTS EVERGREEN Z 011 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. * 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92.13 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-35'2 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-03-08-1 CLIENT: Jolley Associates DATE: 05-03-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No, of Depth/ Density Moisture Compaction Req. d Code Probe elevation (pcf) (%) Indies 1 10 1 +12"Sth crse 128.8 6.4 95.8 95 326A 2+50.00 2 10 +12"5th crse 128.4 5.9 95.5 95 326A 2+25.75 3 10 +12"5th crse 130.6 5.3 97.2 95 326A 2+25.25 4 10 +12"5th crse 128.5 5.3 95.6 95 326A 2+00.76 5 10 +24"5th crse 133.4 4.1 99.2 95 326A 2+25.75 6 10 +24"5th crse 133.0 4.8 99.0 95 326A 2+25.25 7 10 +24115th crse 129.6 4.7 96.4 95 326A 2+25.75 8 10 +24"51h crse 128.9 4.6 95.9 95 326A 2+00.75 9 10 +12"2nd crse 130.1 4.3 96.8 95 326A 3+75.00 10 10 +12"2nd crse 133.5 5.0 99.3 95 326A 3+50.50 ,I Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) 326A 134.4 7.0 C-F Sand, C-F Gravel, trace silt FERemarks: B=Subbase SSG=Stab Subgrade G=Subgradc TO F=Top of Footing cian: M Twomey -Grade TOW=Top of Wall CaBearing Grade FF-Finished Floor '8=Footing Bottom r S.N.: 24855 05/21/2008 12:21 FAX 5182669238 DENTE EVERGREEN Q 012 evergreen TESTING&ENVIRONMENTAL SERVICES, ING, ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-256-0310 Fax: 518-256-92;;�3 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-35d 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-03-08-2 CLIENT.,-Jolley Associates DATE: 05-03-08 CONTRACTOR: Cedar Ridge Construction JOB NO; FDE-07-280 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth! Density Moisture Compaction Req'd Code Probe Elevation (pcf) (°6) inches) 11 10 +24"2nd crse 128.2 4.9 95.4 95 326A 3+75.00 12 [_10 +24"2nd crse 131.0 3.6 97.5 95 326A 3+50.50 13 10 +12"5th crse 129.6 4.6 96.4 95 326A 3+50,00 14 10 +12"5th a" 136.0 4.4 1 100+ 95 326A 3+25.75 I 15 10 +12"5th crse 128.7 4.8 95,8 95 326A 3+25.00 16 10 +12"5th crse 130.0 4.3 96.7 95 326A 3+00.75 I 17 10 +24"5th crse 128.8 5.2 95.8 95 326A 3+50.00 i 18 10 +241th crse 129.4 4.5 96.3 95 326A 3+25.75 19 10 +24°5th crse 133.8 3.9 99.6 95 326A 3+25.00 20 10 +24"5th crse 130.6 4.8 97.2 1 95 326A 3+00.75 rr3 octor Maximum Optimum Material Type and Source ode density Moisture P� 26A 134.4 7.0 C-F Sand, C-F Gravel, trace silt Remarks; `H Subbase SSG.=Stab Subgrade G=Sabgrade TO F-Top of Footing Technician: M Twomey .=Grade TOW=Top of Wall G=Bearing Grade F F-Finisbed Floor 'li=Footing Bottum Troxler S.N.: 24855 05/21/2008 12:21 FAX 5182669238 DENTS EVERGREEN 011 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92.2.3 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-35" 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-03-08-3 CLIENT: Jolley Associates DATE: 05-03-08 CONTRACTOR: Cedar Rid a Construction JOB NO: FDE-07-280 I Test Depth Test In-Place InPlace % % Proctor location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 21 10 +30"5th crse 132.2 4.5 98.4 95 326A 3+50.00 22 10 +30"5th crse 131.9 4.4 98.1 95 326A 3+25.00 i 1 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) 326A 134.4 7.0 C-F Sand, C-F Gravel, trace silt Remarks' B=Subbase SSG=Slab Subgrade G-Subgradc TO Fes^Top Of Footing Technician: M Twomey -Grade TOW +Top of Wall G=Bearing Grade FlE=Finished Flour 6=Footing Bottom Troxler S.N.: 24855 05/21/2008 12:22 FAX 5182669238 DENTS EVERGREEN Z 014 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-265-0310 Fax; 518-266-92 !3 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-35 'i FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-06-08 CLIENT: Jolley Associates DATE: 05-06-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FE)E-07-280 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) inches 1 10 +30"2nd me 130.5 4.6 97.1 95 326A 3+75.25 2 10 +3o"2nd crse 135.0 4.1 i 00+ 95 326A 3+50.75 3 10 +W'2nd use 129.8 4.0 96.5 95 326A 3+50,00 4 10 +30"6th crae 130.1 4.8 96.8 95 326A 3+25.75 5 10 +30"Sth crse 130.1 4.8 95.8 95 326A 3+25.00 ,.f Proctor Maximum Optimum Material Type and Source Code Density Moisture c 326A 134.4 7.0 C-F Sand, C-F Gravel, trace slit Remarks: `B�-Subb". SSG-Slab Subgrade ..Subgrade 7'O F-Top of Footing Technician: M Twomey •=Grade 'row=TOP of Wall C=Rearing Grgde FF=Finished Floor 9=Footing Bottom Troxier S.N.: 24855 I 05/21/2008 12:22 FAX 5182669238 DENTS EVERGREEN 2015 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-92 !3 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 F'ax: 716-648-352 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-12-08 CLIENT: Jolley Associates DATE: 05-12-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe &1avation (pef) (°/n) Inches 1 10 508.0' 111.7 6.1 95.0 95 409 stn B Station 3+50 to station 3+75 2 10 Tel 113.8 6.5 96.8 95 409 stn B Fill for the building line 610 3 10 510.13 1136.4 6.1 96.5 95 409 stn S Fill for the building line A/5 4 10 510.13 112.6 6.0 95,8 95 409 stn B Fill for the building line E/5 5 10 510.13 112,6 6.0 95.6 95 409 stn B Fill for the building line C/3 6 10 610.13 113.2 4.8 96.3 95 409 stn B Fill for the building line 1/B i i 1 ,1 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) 409 stn B 117.6 6.3 C-F Sand,little C-F Gravel,trace sift Remarks: Informed Aaron of Cedar Hill B=Subbase SSG=Slab Subgrade `G-Subgrade TO F=Top of Footing =Grade TOW=Top of Wall Technician: E Molina G=Benring Grade FF=Finished Floor a=Hooting Bottom Troxier S.N.: 22587 05/21/2008 12:22 FAX 5182669238 DENTE EVERGREEN Ia016 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. O 594 Broadway Watervliet, NY 12189 Phone; 518-266-0310 Fax: 518-266-9Z13 0 PO Box 482 Orchard Park NY 14127 Phone: 716-649-9474 Fax: 716-648-35;;! i FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-13-08 CLIENT: Jolley Associates DATE: 05-13-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test In—Place InPlace % 9/0 Proctor Location and Remarks No_ of Depth) Density Moisture Compaction Req'd Code Probe Elevation (per (%) F'lll for T wall (Inches 1 10 496.51 132.9 2.0 96.1 95 326A sta 1+10 T wall 16' stem 2 10 496.51 131.3 2.1 95.0 95 326A sta 1+25 T wall 16' stem 3 10 497.51 133.8 2.4 96.8 95 326A sta 1+10 T wall 16' stem 4 10 497,51 132.0 2.6 95.5 95 326A sta 1+25 T wall 16' stem 5 8 499.0 134.9 2.5 97.6 95 326A sta 1+10 T wall 16' stem 6 8 499.0 133.1 3.0 96.3 95 326A sta 1+25 T wall 16' stem I i I Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 326A 138.3 5.9 C-F gravel C-F sand, trace silt Remarks: Results reported to Buck 3B=Subbase SSG=Slab Subgradr G=Subgrade TO F=Top of Footing Technician: EM =Gradc TOW=Top of Wall G=Bcadng Grade FF-Finished Floor =Footing Bottom Troxler S.N.: 22587 05/21/2008 12:22 FAX 5182669238 DENTS EVERGREEN Z 017 evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax, 518-266-92,2 3 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 71"48-352, 1 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 20 Mobil Station REPORT NO: F-07-280-05-16-08 CLIENT: Jolley Associates DATE: 05-16-08 CONTRACTOR: Cedar Ridge Construction JOB NO: FDE-07-280 Test Depth Test in—Place Inplace % % Proctor Location and Remarks No, of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 6 -6.070F 108,7 8.1 95.8 95 889 Line 5.5/A& B 2 6 -6.070F 111.3 7.7 98.1 95 889 Line 5.5/E & D 3 6 -6.0"TOF 110.4 8.0 97.3 95 889 Line 2.0/E & D 4 6 -6.0"TOF 1 109.1 8.4 96.2 95 889 Line 2.0/A& B 5 6 TOF 134.8 2,4 97.5 95 326A Line 5.0/A& B 6 6 TOF 133.6 1.7 96.6 95 326A Line 5.0/A & B 7 6 TOF 132.2 2.3 95.6 95 326A Line 2.0/E & D 8 6 TOF 134.1 1.9 97.0 95 326A Line 2.0/A & B i Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) c 889 113.5 12.7 G-F Sand, trace silt 326A 1 138.3 5.9 1 C-F Sand, C-F Gravel, trace silt Remarks: Results reported to Buck B=Subba_9e SSG=Slab Subgrade G=Subgrade TO F—Top of Footing Technician; EM =Grade 'row-Topof'Wall G=Bcaring Grade FF=Finished Fluor B=Footing Bottom Troxler S.N.: 22587 AIII ESPC engineering and environmental consulting November 5, 2007 Mr. Carl Ruprecht SB Collins, Inc. P.O. Box 671 St. Albans, VT 05478 RE: Jolley Mart, Lake George — Structural Design Calculations Dear Carl, Please find enclosed structural design calculations for the proposed Jolley Mart in Lake George, New York. These should be submitted with your building permit application to the local Code Enforcement Officer. The building design was based on the following: Building Code: New York State Building Code, May 2002 Use Group: M — Mercantile Design Loading: 70.0 psf Ground Snow Load (per Fig. 1608.2) 44.1 psf Roof Snow Load 19.4 psf Roof Dead Load 19.0 psf Roof Live Load 91.0 Floor Dead Load 100.0 Floor Live Load Basic Wind Speed 90 MPH ERIK SANDBLOM, PC Wind Exposure Factor B Max Wind Pressure 21.6 psf VERMONT OFFICE Seismic Zone 2 (Specific Seismic Data on plans) P.O. BOX 212 368 AVENUE D Also enclosed is the Statement of Special Inspections. SUITE 15 Please contact me if you have any questions = WILLISTON,VT 05495 , '` \� TEL 802-383-0486 Sincerely, �C- FAX 802-383-0490 t �� 0 '1 NEW YORK OFFICE: Erik C.F. Sandblom, PE 1785 MILITARY TURNPIKE Principal Engineer up. O 076Ag SUITE 13 Enclosure RoFFSslo PLATTSBURGH, NY 12901 " TEL 518-563-9445 FAX 518-563-5189 WWW.ESPC-CONSULTING.COM Y I Building Design Loads Roof Load Combinations Load Combination Project: Lake Georg_e Jolley Job#: 20071157 1 1.4D 27.16 PSF Location: Queensbury, NY 11 1.2D + 1.61- + 0.5S 75.73 PSF Date: 8/26/2007 111 1.2D + 1.6S +f1 L 112.84 PSF Completed By: ES IV 1.2D + 1.6W +fl L +f2S 93.63 PSF V 1.2D + 1.0E +f1 L +f2S 83.15 PSF VI 0.9D + 1.6W 37.94 PSF Data Input: Dead Load D 19.4 psf Snow Load S 44.1 psf Live Load L 19 psf Wind Load W 12.8 psf Seismic Load E 10 psf f2 0.7 Condition III Controls1l 113 PSF t 3 EET 1' l arcs environmental 8n2ineerinb F.O. Scx 212 Williston, VT v5495 --- t (802) 383-0486 Fax (802) 383•0490 s ScAlt I I - i i I , I � I I ii _ f I li od�k Lars ivil and environmental engineering P.0 Box 212 Williston.. V7 05495 (802) 383-0486 Fax (802) 383-0490 i I I i r I _ f I � t 3 � v ! I j i clvO and e Virolnll enta e(ilg,nBe'ring L,aF�ri --- { P 0. Box 2 12 Williston, VT 0-549 -_ — -- (302) 383-0486 fax (802) 333-04,90 — SC4LE i > f T {f i t I t i 1 I � s i jOdk — —_ 2 sHE�-,ac Civil and environi-nent2i engineering 0. Box 212 1V`ii(istcn, VT 0,5495 (802) 383-0486 Fax (802) 383-049 C4L- 4 f t .e fi � s C j ! t i f � I I _ k i i t s. OF_ i ! civil and environmeniai engneerin s r x — a --- P.©. 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FIANIFR !eL EXPANSION 'rnX wD 2•-0• 117 rA - /N12'-ER SLOPE RETEOE�I.a.N1./ 8PoOc SHELF RTIME FAB= EL 0-0 EL 0'-0• - -•-SWX..S1A8. _..... �1 III I I I 1 I I II la 2•aR u, - - I I I I J x-B I I= I�I I I I� MTN AN0Naa , /a J I I�I I�I C I I. /a.'x•'E. 7� IF /s PR0.DE AOEQUATE r a• •a'WAX 10' 1 I I I I I W PENETRATIONS FOR ORARNOE 14 Eti IY(1 /s 6 12'NORZ Ia'-6• 16•-10' 22'-2' 15•_0' a' 1 I/2'OR. BASEMENTQ I I 1 I W U) gNRER SECION 7< o W Q O'.8.5'.J/a•BASE PLATE yA O � TS aXa COLIRRN -`10 —� t0•MCE BASE PtAIE W z waur PA0 ''n'(T'R) rem - Ia•CONCRETE DECK Y 1 /r♦/r�� METAL slip CHIN 1/2'COX AND - a' 1 1/2'(TYP) yJ 6.OrPSip 9fARRND •-' •'<- • A. I Ia. C CONCRETE CEO( a'CONCRETE DE .-:•���:- 12• _ )I/a• EL 0'-0' SLOPE _ a'n• ' "—IS aa<STEEL CMUMN 0.0'-0' O PiLAS1ER SECTION 7 .•... ..�ix' � - SCALE:J/a'.f AW OAP rnin.N L 00 n2 O O R12 I II II I I I I��I1� 1/2•COX (COLNNx C10 SRNs•AR) O O �= - BMCK a•STEEL sTw F TOP or A$1EA °A'm' MASONARY TIES NOT P scA E ilo as II I IF SILL ANGLE YORE THAN Is*o.a TERT. 5/e'G P80ARD La'.a'.1/4• AND 24'aG Kmz XES STEEL PIPE COLI'm 41TH ANCHORS 1/2•CDX 8/30107 "O12 INS'MO ACCORDING Coleman bra ndworx p s t2'IIaR2 srsrAu ACCORORIO 3l16'-1' 1 IR.a>t To WG'S RNSTRVCTM)Ns 35 Eost 21 Street Io' A ROPE XEEP HOLES 2C0 E�157 SECTDN Ai 24'O.C.11AIC NUN York NY 10010 212 a0a 7970 main Phone 212 404 7941 YOk1 Fox 1' SEC110N t0' S-3 t t Building Structural Design Beam RB1 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George _ ESPC Project 20071157 9/14/2007 Roof Beam RB1 Method: LRFD Trial 1 - - Factored Wu (kips/ft) 3.08 Ru 22.33 Live Load(kips/ft) 0.52 Mu 80.95 length (ft) 14.5 Mu (live) 13.61 Fy(ksi) 36 Needed Zx 29.98 Choose: W14X22 Bending Moment _ Zx (in3) ,_33.2' Mn 89.64 OK Deflection Ix (in4) 199' delta 0.089316 C1 161` Allowable 0.483333 OK f i Shear d 13.74 h/tw, 52.17391 tw 0.23- 187—.....1 29.15375 h (T) 12< 234 ...... 36.48116 Fyw 36 factored Vn1 61.43429 OK k 0.875 factored Vn2 34.32826 OK factored Vn3 24.13583 OK Building Structural Design Beam RB2 Print Date: 9/20/2007 W orksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RB2 Method: LRFD Trial 1 Factored Wu (kips/ft) 3.08 Ru' 29.00 Live Load (kips/ft) 0.52 Mu 136.51 length (ft) 18.83 Mu (live) 22.95 Fy (ksi) 36 Needed Zx 50.56 Choose: W14X34 Bending Moment Zx (in3) 54.6 Mn 147.42 OK Deflection Ix (in4) '"340>_ delta' 0.148673' C1 161 Allowable 0.627667 OK Shear d 13.98 h/tw' 42.10526 tw 0.285 187 ..... 31.16667; h (T) 12 234 ..... 39 Fyw 36 factored Vn1 77.45479'OK k 1 factored Vn2' 57.33268 OK factored Vn3' 53.39809 OK Building Structural Design Beam RB3 Print Date: 9/20/2007 W orksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RB3 Method: LRFD Trial 1 Factored Wu (kips/ft) 1.02 Ru' 11.31 Live Load (kips/ft) 0.17 Mu 62.67 length (ft) 22.17 Mu (live) 10.54 Fy(ksi) 36 Needed Zx 23.21 Choose: w14x22 Bending Moment Zx (in3) 33.2 Mn' 89.64 OK Deflection I Ix (in4) 199 delta 0.161648 C1 161 Allowable 0.739 OK --------------- Shear � d 13.74 h/tw', 52,17391!; tw 0.23 187 ..... 29.15375' h (T) 12 234 ..... 36.48116 Fyw 36 factored Vn1 61.43429'OK k 0.875 factored Vn2 34.32826 OK factored Vn3 24.13583 OK t PC _. >.iC anct enwonmen ale gmeerirg ��i U SATED 2 E c 0 Bcx 21.2 Nllliston, VT 05495 (82) 383 04 & Fax (8(2) �33 Oy+� ;c <- I t f i � - 1 i i • � l ! r I � ( i li t 4 _ • j i i I f • i Jolley Mart Lake George ESPC Project 20071157 9/20/2007 Roof Beam RB4-Torsional Strength Calculation T 2.15 kip-ft T 1.85 kip-ft T 1.85 kip-ft T 1.85 kip-ft Es 29000 ksi Es 29000 ksi Es 29000 ksi Es 29000 ksi Length 18 ft Length 22.17 ft Length 22.17 ft Length 22.17 ft Trial 1 W14X26 Trial 2 W14X82 Trial 3 W14X132 Trial 4 14X4X1/4 Tubing Properties bf 5.025 in Properties bf 10.13 in Properties bf 14.725 in Properties b 14 in tf 0.42 in tf 0.855 in tf 1.03 in d 4 in tw 0.255 in tw 0.51 in tw >0.645 in t 0.25 in d 13.91'in d 14.31 in d 14.06 in Resistance Web Resistance Web Resistance Web Resistance b 13.07 b 12.6 b 12.6 b 13.75 d 0.255 d 0.51 d 0.645 d 3.75 b/d 51.2549 b/d 24.70588 b/d 19.53488 R 75.96261 Beta 0.333 Beta 0.333 Beta 0.333 R 0.072167 R 0.556577 R 1.125885 Total R 75.96261 Flange Flange Flange Angle 0.002681 radians b 5.025 b 10.13 b 14.725 0.3072 degrees d 0.42 d 0.855 d 1.03 b/d 11.96429 b/d 11.84795 b/d 14.29612 L 3.75 ft Beta 0.333 Beta 0.333 Beta 0.333 Deflection 0.120646 in R 0.123973 R 2.108395 R 5.358105 Total R 0.320114 Total R 4.773368 Total R 11.84209 Angle 0.600304 radians Angle 0.042666 radians Angle 0.017198 radians 68.7897 degrees 4.8891 degrees 1.9707 degrees L 3.75 ft L 3.75`ft Deflection 1.919366 in Deflection 0.773864 in Building Structural Design Beam RB5 Print Date: 9/20/2007 W orksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RB5 Method: LRFD Trial 1 Factored Wu (kips/ft) 2.83; Ru 31.37 Live Load (kips/ft) 0.48 Mu 173.87 length (ft) 22.17 Mu (live) 29.23 Fy (ksi) 36 Needed Zx 64.40 -- Choose: W16X40 Bending Moment Zx (in3) 72.9'` Mn 196.83 OK Deflection Ix (in4) 518 delta' 0.172297 C1 161 i Allowable 0.739 OK Shear d 16.01; h/tw 44.67213 tw 0305 187 .....133.96309 - h (T) 13625 234 ..... 42.49926 Fyw 36 factored Vn1 94.926491OK k 1.1875 factored Vn2 72.1702 OK factored Vn3 69.03954'OK Building Structural Design Beam RB6 Print Date: 9/20/2007 W orksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RB6 Method: LRFD Trial 1 Factored Wu (kips/ft) 2.83 Ru 31.37 Live Load (kips/ft) 048 Mu' 173.87 length (ft) 22.17 Mu (live) 29.23 Fy(ksi) 36 Needed Zx 64.40 i Choose: W16X40 Bending Moment _ i Zx (in3) 72.9 Mn; 196.83 OK Deflection Ix (in4) 518 delta 0.172297 C1 161 Allowable 0.739I0K Shear j d 16.01 h/tw' 44.67213 tw 0.305 187 ..... 33.96309 _ h (T) 13.625 234 ..... 42.49926' Fyw 36 factored Vn1 94.92649,OK k 1.1875 factored Vn2! 72.1702 OK factored Vn3' 69.03954 OK Building Structural Design Beam RB7 Print Date: 9/20/2007 W orksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 , Roof Beam RB7 Method: LRFD Trial 1 Factored Wu (kips/ft) 3.08 Ru 23.10' Live Load (kips/ft) 0.52 Mu 86.63 length (ft) 15 Mu (live) 14.57 Fy (ksi) 36" Needed Zx 32.08 Choose: W14X22 Bending Moment Zx (in3) 33.2 Mn 89.64 OK Deflection ; Ix (in4) 199 delta 0.102287' C1 161 Allowable 0.5 OK Shear d 13.741' h/tw' 52.17391 tw 0.23 187 ..... 29.15375 h (T) 12 234 ..... 36.48116 Fyw 36 factored Vn1 i 61.43429 OK k 0.875' factored Vn2 34.32826 OK factored Vn3' 24.13583 OK Building Structural Design Beam RB8 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RB8 Method: LRFD Trial 1 Factored Wu (kips/ft) 308 Ru 22.33 Live Load (kips/ft) 052 Mu 80.95' length (ft) 14.5 Mu (live) 13.61 Fy (ksi) 36 Needed Zx' 29.98', Choose: W14X22 Bending Moment Zx On3) 33.2 Mn 89.64`OK Deflection Ix (in4) 199 delta' 0.089316 C1 161 I Allowable' 0.483333 OK Shear d 13.74' h/tw 52.17391 tw 0.23` 187 ..... 29.15375 h (T) 12; 234 36.48116' Fyw 36 factored Vn1! 61.43429 OK k 0.875 factored Vn2' 34.32826 OK factored Vn3 24.13583IOK Building Structural Design Beam RB9 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RB9 Method: LRFD Trial 1 _ Factored Wu (kips/ft) 0.53 Ru 3.98 Live Load (kips/ft) 0.09 Mu 14.91 '. length (ft) 15 �Mu (live) 2.51 Fy (ksi) 36,_ Needed Zx' 5.52 Choose: W12X14 — Bending Moment Zx (in3) 17.4 Mn 46.98 OK Deflection Ix (in4) 88.6 delta 0.039534 C1 161 Allowable' 0.5 OK Shear d' 11.91 h/tw 52.5 -- tw 0.2 187 ..... 25.84203'' h (T) 10.5 i 234 32.33709 Fyw 36 factored Vn1 46.30608 OK k' 0.6875 factored Vn2 22.79321 OK factored Vn3 14.117 OK Building Structural Design Beam RB10 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RB10 Method: LRFD Trial 1 Factored Wu ki s/ft 0.84_ Ru 4.80 Live Load (kips/ft) 0.14 _ Mu 13.69, length (ft) 11.42 Mu (live) 2.30I Fy (ksi) 36 Needed Zx 5.07 Choose: W12X14 Bending Moment _ Zx (in3) 17.4 Mn 46.98'OK Deflection — Ix (in4) . 88.6 delta' 0.021051 C1 161 Allowable 0.380667 OK Shear d 11.911 h/tw 52.5 tw 0.2 1 187 ..... 25.84203' h (T) 10.5' 234 ..... 32.33709: Fyw' 36 factored Vn1 46.30608LOK k 0:6875 factored Vn2 22.79321 OK factored Vn3' 14.117 OK Building Structural Design Beam RBI Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George _ ESPC Project 20071157 9/14/2007 Roof Beam RB11 Method: LRFD Trial 1 Factored Wu (kips/ft) 0.28 Ru 3.30 _ Live Load (kips/ft) U5 Mu 19.46' length (ft) 23.58 Mu (live) 3.27 Fy (ksi) 36 Needed Zx 7.21 I Choose: W12X14 Bending Moment Zx (in3) 17.4 Mn' 46.98 OK Deflection Ix (in4) 88.6 delta 0.121544' C1 161' Allowable 0.786101< Shear d 11.91 h/tw 52.5 tw 0.2'' 187 ..... 25.84203 h (T) 10.5: 234 ..... 32.33709, Fyw , 36` factored Vn1 46.30608'OK k 0.6875' factored Vn2 22.79321 OK factored Vn3 14.117 OK Building Structural Design Beam RB12 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 _ Roof Beam RB12 Method: LRFD Trial 1 Factored Wu (kips/ft) 0.53' _ Ru 6.63 Live Load (kips/ft) 0.09 Mu 41.41 length (ft) 25, Mu (live) 6.96' Fy (ksi) 36, Needed Zx 15.34 Choose: W12X14 Bending Moment ! _ Zx (in3) 17.4 Mn 46.98 OK Deflection Ix (in4) 88.6 delta 0.305043 C1 161 Allowable' 0.833333 OK Shear d 11.91 h/tw 52.5 _ tw 0.2 187 ..... 25.84203 h (T) 10.5 234 ..... 32.33709 Fyw 36 factored Vn1 46.30608,OK k '. 0.6875- factored Vn2% 22.79321 'OK factored Vn3' 14.11TOK r Building Structural Design Beam RB13 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RB13 Method: LRFD Trial 1 Factored Wu (kips/ft) 0.28 Ru 3.50 Live Load (kips/ft) 0.05 Mu 21.88 length (ft) . 25 Mu (live) 3.68 Fy (ksi) 36 Needed Zx 8.10 Choose: W12X14 Bending Moment Zx (in3) 17.4' Mn 46.98 OK Deflection Ix (in4) 88.6 delta) 0.161155 C1 161 Allowable 0.833333 OK Shear d 11.91 h/tw 52.5'. tw 0.2 187 ..... 25.84203 h (T) 10.5 234 ..... 32.33709 Fyw` 36 factored Vn1 . 46.30608 OK k 0.6875 factored Vn2 22.79321 OK factored Vn3' 14.117 OK �r`----yr. -- „F---- — -- i qS,PC and environmental en eerinc5 — P.0. Box 212 Williston, VT 05495 (802) 383-0486 Fax (802) 383-0490 i t ! j ii _ I j i i 1 1 i . I ! ! ! Building Structural Design Beam RB14 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RS4 Method: LRFD Trial 1 Factored Wu (kips/ft) 0.595 Ru < 43.07 Live Load (kips/ft) 0.10 Mu 271.56 length (ft) 50 Mu (live) 31.26 Fy(ksi) 36 Needed Zx 100.58' Choose: W18X50 _ Bending Moment Zx (in3) 101- Mn 272.TOK ' I Deflection Ix (in4) 800 delta 0.606829 C1 161 Allowable' 1.666667 OK Shear d 17.99 h/tw 43.66197 tw 0.355, 187 ..... 28.09325' h (T) 15.5 234 .....' 35.15412 Fyw 36 factored Vn1 124.1526 OK k 0.8125 factored Vn2'I 79.88302 OK factored Vn3 64.67294 OK Building Structural Design Beam RB15 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George _ ESPC Project 20071157 9/14/2007 Roof Beam RB15 Method: LRFD Trial Factored Wu (kips/ft)I 0.56 Ru 1.40 _ Live Load (kips/ft) 0.09 Mu 1.75 length (ft) 5: 'Mu (live) 0.29 Fy (ksi) 36 Needed Zx 0.65 Choose: W12X14 Bending Moment -- Zx (in3) 17.4 Mn 46.981OK Deflection Ix (in4) "88.6 delta 0.000516 C1 ' 161 Allowable 0.166667 OK Shear d 11.91 h/two 52.51 tw 0.2 187 ..... 25.84203 — h (T)' 10.5' 234 ..... 32.33709 Fyw' 36: factored Vn1 46.30608 OK k 0.6875 factored Vn2 22.79321 OK factored Vn3' 14.117 OK y 3 Building Structural Design Beam RB16 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Roof Beam RB4 Method: LRFD Trial 1 Factored Wu (kips/ft) 0.56 Ru'' 1.12 Live Load (kips/ft) 0.09 Mu'' 1.12 length (ft) 4 Mu (live) 0.19 Fy (ksi) 36 Needed Zx 0.41 Choose: W12X14 Bending Moment Zx (in3) 17.4 Mn 46.98'OK Deflection Ix (in4) 88.6 delta 0.000211 C1 161 Allowable 0.133333 OK Shear d 11.91 h/tw 52.5 tw 0.2 187 .....' 25.84203 h (T) 10.5 234 32.33709 Fyw 36 factored Vn1 46.30608'OK k 0.6875 factored Vn2 22.79321 OK factored Vn3 14.117'OK vElspic civil and .,nvi;enn,cn-al „ng;..e.,r4;,g P.O. Box 212 Williston, 'J 1 05495 ----- (802) 383-0486 Fax (802) 383-0490 i I � � f I � E { i I II i f I { � I 3 4 � � 1 I 1 ° i � a o q p ova' Q; '/ w a s CD ��w Q A O o 0 co too O 6 a>i 'Fcco o� -cam oz \ l Lam.•� � � � � tf 0 "0 F•1 cc Gam' taop o Z >C � o'fl o� co co z n H I, zLLJ LLJ �' I = Z s 111 I / I / / I II zW I / N I Xo I LO � Z W Y d , ZQ L � 1 O W LLJ LLIi I X � � FL LO N I r. U CL �n 0 ^WCV LLI / tlM Vj W J Cif � Z� W J 0 W W / Z U p m WJ CD HZ U F- - LZ W.W W Z zm LJLL W �� ZoZ Z — F Of �m O wQ� es- / / U U c UO w / Z m �t J Ul } Z .� Q O1-1 XO o L a. � Lf) W � �7- zz� 7 w \\\ y o a o o� z S 1 Building Structural Design Beam B1 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George _ ESPC Project 20071157 9/14/2007 Floor Beam B1 Method: LRFD Trial 1 Factored Wu (kips/ft) 6.75 Ru 60.4125 Live Load (kips/ft) 2.5 Mu 270.3459 length (ft) 17.9 Mu (live) 100.13 Fy (ksi) 36 Needed Zx 100.13 Choose: W18X50" Bending Moment Zx (in3) 101 Mn 272.7 OK Deflection Ix (in4) 800 delta 0.249084: C1 161 Allowable 0.596667'OK Shear d 18I h/tw 43.66197 tw 0.355 187 ..... 34.84539 h (T) 15.5 234 ..... 43.60333 Fyw 36 factored Vn1 124.2216 OK k 1.25 factored Vn2, 99.1377TOK factored Vn3 99.55214 OK t Building Structural Design Beam B2 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Floor Beam B2 Method: LRFD Trial 1 Factored Wu (kips/ft) 1.62' Ru' _ 19.44 Live Load (kips/ft) 0.6I Mu 116.64 length (ft) 24 Mu (live) 43.20, Fy(ksi) 36 Needed Zx 43.20 Choose: W16X26 Bending Moment Zx (in3) 44.2 Mn 119.34 OK Deflection -- Ix (in4) 301 delta 0.513469 C1 161 Allowable 0.8 OK Shear d 15.69 h/tw'' 54.5 tw 0.25 187 ..... 32.12586 h (T) 13.625 234 ..... 40,20028 Fyw 11 36 factored Vn1 ! 76.2534'OK k 1 M25 factored Vn2', 44.94874 OK factored Vn3' 33.33844!01< Building Structural Design Beam B3 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George _ ESPC Project 20071157 9/14/2007 Floor Beam B3 Method: LRFD Trial Factored Wu (kips/ft) 1.1' Ru 13.17' Live Load (kips/ft) 0.41 Mu 78.87 length (ft) 23.95 'Mu (live) 29.21 _ Fy (ksi) 36 Needed Zx 29.21 Choose: W12X22 Bending Moment Zx (in3) 29.3 Mn 79.11 OK Deflection --- —�— Ix (in4) 156 delta'; 0.66713 C1 161'. Allowable! 0.798333'OK Shear d 12.311 h/tw 40.38462 tw 0.26 187 .....' 29.15375' h (T) 10.5! 234 ..... 36.48116 Fyw 36' factored Vn1 ! 62.21966 OK k 0.875 factored Vn2' 44.91652 OK factored Vn3 40.79942 OK Building Structural Design Beam B4 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George ESPC Project 20071157 9/14/2007 Floor Beam B4 I Method: LRFD Trial 1 Factored Wu (kips/ft) 1.1 Ru 9.08 Live Load (kips/ft) 0.41 Mu; 37.43 length (ft) 16.5 Mu (live) 13.86' Fy (ksi) 36' Needed Zx 13.86' i Choose: W12X14 Bending Moment Zx (in3) 17.4 Mn' 46.98 OK Deflection ! Ix (in4) 88.6' delta 0.264615' C1 161 Allowable 0.55 OK Shear i d 11.91 h/twI 52.5 tw 0.2I 187 ..... 25.84203' h (T) - 10.5' 234 .....' 32.33709 Fyw 36' factored Vn1 ' 46.30608'OK k 0.6875 factored Vn2 22.79321 OK factored Vn3 14.11 T OK Building Structural Design Beam B5 Print Date: 9/20/2007 Worksheet: Steel Jolley Mart Lake George _ ESPC Project 20071157 9/14/2007 Floor Beam B5 Method: LRFD Trial 1 Factored Wu (kips/ft) 2.3 Ru 8.63 Live Load (kips/ft) 0.85` Mu 16.17 length (ft) 7.5 _ Mu (live) 5.99 Fy (ksi) 36' Needed Zx', 5.99 Choose: W6X9 Bending Moment Zx (in3) 6.23 Mn' 16.821 OK Deflection Ix (in4) 16.4 delta' 0.1276 C1 161 Allowable' 0.25 OK Shear d 5.9' h/tw 27.94118 tw 0.17' 187 ..... 23.375 h (T) 4.75 234 ..... 29.25' Fyw 36 factored Vn1 19.49832'OK k 0.5625! factored Vn2; 16.31188'OK factored Vn3 17.1704'OK t F i jJ{3 0&1 PC civJl and e^.vi,onn;ental engineering -- P.O. Box 212 Williston, VT 35495 _- ( (802) 383-0486 Fax (802) 383.0490 I 1 f i ( cr I i l Ott _ 4 t t ( � f l S � k t I I 11 j k � j I Building Structural Design Columns Print Date: 9/22/2007 Worksheet: Steel Jolley Mart Lake George Basement i Basement I Basement 1 st Floor 1 st Floor 1st Floor st Floor!r ESPC Project 20071157 _ - I 9/20/2007 Section E2 AISC LRFD BC1 C _i I_ C7 BC2 BC4 I C1 C2 f C3 C8 l BC3 BC5 BC6 C6 C5 C4 C9 Trail Trail Trail Trail Trail Trail Trail Factored Load (kips) 121.50 92.30 13.20 41.00 94.10 115.80 17.00 Select Trail Beam 5" EX pipe 5" STD pipe 3"STD pipe TS4X4X1/4 TSSX5X1/4 TS5X5X5/16 TS4X4X3/16 factor(phi c) 0.85 0.85 0.85 0.85 0.85 0.85 0.85 K 1 1 1 1 1 1 1 E (ksi) 29000 29000 29000 29000 29000 29000 29000 Fy (ksi) _ 36 _ 36 _ _ 36 46 46 46 46 length (ft) 10 10 10 14 14 14 14 r (in.) 1.84 1.88 1.16 1.51 1.92 1.89 1.54 t(in.) 0.375 0.258 0.216 0.25 0.25 0.3125 0.1875 b (in.) _ 15.71 _ 15.71 _ _ 9.42 16 20 20 16 Ag (sq. in) 6.11 4.3 2.23 3.59 4.59 5.61 2.77 lamda r (Table B5.1) 46.68 46.68 46.68 39.67 39.67 39.67 39.67 b/t 41.89 60.88 43.63 64.00 80.00 64.00 85.33 lambda c 0.73 0.72 1.16 1.41 1.11 1.13 1.38 Fcr 28.78 29.05 20.49 20.00 27.48 27.04 20.66 Pn 175.83 124.92 45.70 71.82 126.15 151.67 57.22 factored Pn 149.46 106.18 38.85 61.04 107.23 128.92 48.64 OK OK OK OK OK OK OK Building Structural Design Print Date:9/22/2007 Worksheet:Concrete x 1 Jolley Mart-Lake George 20071157 fc'(psi) 3000 ty(psi) 60000 concrete density(pct) 150 overburden density(pcf) 150 soil pressure(psi) 3000 Wall Footings W1.0 W2.2 W2.1 Front/Back Wall Side Wall(shallow) Side Wall(deep) Roof load(kip/ft) 2.39 2.12 2.12 Floor Load(kip/tt) 2.55 0.00 0.73 Wall Weight(Ihs/tt) 1840 1090 1840 Overburden(it) 0.666667 4 0.666667 Footing depth(in.) 10 10 10 wu(kip/tt) 7.15 3.43 4.33 Net soil pressure(psi) 2900 2400 2900 Required Width(it) 2.5 1.4 _ 1.5 width(it) 2.5 2.0 2.5 Width(ft.) 2.5 OK 2.0 OK 2.5 OK Wnet(ksf) 2.86 1.71 1.73 bar# 5 5 5 spacing(n.) 24 24` ' 24 No,of bars 0.5 0.5 0.5 actual As(sq.in./tt) 0.15 0.15 0.15 Check 2-Way Shear' d(in.) 6.375 6.375 6.375 Bearing area length(In.) 10 10 10 Critical area length(in.) n/a n/a n/a Vu(kips) n/a h/a n/a factored Ve(kips) n/a n/a n/a Check 1-Way Shear Vu(kips) 2.16 0.18 1.31 factored Vc(kips) 17.81 OK 14.25 OK 17.81 OK Check Transfer of Load factored Wn(kips) 178.5 OK 178.5 OK 178.5 OK Check Moment Strength Mu(ft-kips) 3.88 1.07 2.35 Rn(psi) 42.44 14.68 25.63 rrt 23.53 23.53 23.53 rowe 0.0007 0.0002 0.0004 As(sq.in.) 0.14 OK 0.04 OK 0.08 CK a 1,443747 1.804683 1.443747 factored Mn(ft-kips) 52030.73 OK 50369.72 OK 52030.73 OK Check Development alpha abc 1 1 1 alpha de 0.8 0.8 0.8 Ldb(in.) 10.75 10.75 10.75 Minimum Ld(in.) 20.54 OK 20.54 OK 20.54 OK Page 2 13