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4245 Johnny Cake Ridge Rd411/11°' City o Etall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Attn: Building Inspection Use BLUE or BLACK Ink Permit #: Permit Fee: J' C)o Date Received: Staff: 2010 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 10-12-10 Site Address: 4245 Johnny Cake Ridge Road Tenant: Think Mutual Bank Suite #: PROPERTY OWNER Name: Think Mutual Bank Phone: CONTRACTOR Name: HiMEC, Inc . License #: Address: 1400 7th Street NW City: Rochester State: MN Zip: 55901 Phone: 507-281-4000 Email: blisovskis@hmcc.com Job # 80435 TYPE OF WORK X New Replacement _Repair Rebuild Modify Space _ Work in R.O.W. _ _ _ Description of work: PERMIT TYPE COMMERCIAL X New Construction Modify Space _ X Irrigation System ( yes / _ no) (X RPZ / PVB) New Irrigation system _ • Rain sensors required on irrigation systems • Avg. GPM 25 (2" turbo required unless smaller size allowed by Public Works) 1 Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type 1" displacement meter Fire: 1 Avg. GPM High demand devices? Yes _No Flushometers _Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value $ x 1% Required - If Permit Fee is less than =s 50.00 Permit Fee on ALL new buildings and boulevard irrigation systems 4 = $ Radio Meter Read $1,000, surcharge is $.50 = $ 220.00 Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). = $ 5.00 State Surcharge $1,000 Permit Fee (i.e. Following fees apply Call the City's Engineering when installing a new lawn irrigation system. $ 50.00 Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES$ $325.00 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orci I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of theR aga at I understand this is not a permit, but only an application for a permit, and work is not to start without a p- -t the work will b ccorda�` �• the appro ed plan in the case of work which requires a review and approval of plans. Joe Beckel Applicant's Printed Name x Applican Page 1 of 3 Use BLUE or BLACK Ink 2010 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY (if applicable) Date: Property Owner: Address: Plumber: Sewer Service Sewer lateral charge Sewer trunk City SAC @ $100 / unit MCES SAC @ $2,100 / unit Receipt #: Septic abandonment Permit Fee State Surcharge Date: TOTAL: $ 50.00 $ 50.00 $ 0.50 Water Service Water lateral charge Water trunk Water supply storage Receipt #: , Date: Treatment Plant @ $735 / unit Permit Fee State Surcharge *Plumbing Permit Required — water meter to be acquired with building permit TOTAL: $ 50.00 $ 0.50 11111 Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC MCES SAC Receipt # Date Water supply & storage Receipt # Date Treatment plant Septic abandonment Permit Fee State Surcharge *Plumbing Permit Required — water meter to be acquired with building permit TOTAL: $ 50.00 $ 100.00 $ 0.50 Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. Sanitary Sewer Trunk Connection Charge applies if not charged sewer trunk by assessment in the past. 1-5 SAC units 1,635.00 per SAC unit 6-10 SAC units 8,175.00 plus 410.00 per SAC unit over 5 11+ SAC units 10,225.00 plus 165.00 per SAC unit over 10 Permit #: Permit Fee: Date Received: Staff: J Cc: City of Eagan Finance Department Page 2 of 3 -Q\Ptin 41kb City of Eakall chi RECEIVED 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 SEP 2 81010 Use BLUE or BLACK Ink Permit #: Permit Fee: Date Received: Staff: 2010 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: 9/27/10 Site Address: 4245 Johnny Cake Ridge Rd Tenant: Think Bank Suite #: PROPERTY OWNER Name: Phone: Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: Construction Cost: Estimated Completion Date: CONTRACTOR Name: Alarm / Custom Communications, Inc License #: TS00181 _Custom Address: Greenview Drive SW City: _1661 _Rochester State: Zip: 55902 Phone: _MN _507-288-5522 Contact: P Email: Rowland@custom-alarm.com _Rowland WORK TYPE New Remodel _X_ _ Addition Other: _ _ Alterations DESCRIPTION OF WORK: X Commercial Residential Educational FEES $55.00 Minimum (includes State Surcharge) OR Contract Value $ 9,284 x 1% Permit Fee TOTAL FEE e - If Permit Fee is less than $1,000, = $ 92.84 surchar.e is $ 5.00. $ 97.84 *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Citi of ERQaII 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5684 Use BLUE or BLACK Ink 44loffirl��i� /' / 61D Permit #: Permit Fee: Date Received: Staff: [36_4 2010 COMMERCIAL BUILDING PERMIT APPLICATION Date: �'`�, Site Address: Tenant Name: / /1/�/ (Tenant is: _ New! Existing) Suite #: Former Tenant: PROPERTY OWNER Name: ! / .. Ph. e: _is,.� Address / City ! Zip: 4 l pi- L •M«-' Applicant Is: Owner Contractor TYPE OF WORK + �J Description of work; j'y/f Construction. Cost: 1. ddf» i) UZ) „_„ CONTRACTOR Name: �� t-eelh License #: 1-0 Si 6, Neat -eel Address: .-9-543-5- 9Y4fr c.5i4 City: g1X""iek,5t '"- AV State: Zip: SS -9V Phone: �"©7 " .5-36 -'876 Contact: m /kin Email: di ! 1 1 ,. -4 . . 3ti. ._.i • ARCHITECT / ENGINEER - Name: /2q 1 6A126'IS 7 "�'" --.. Registration #: Address: / 50 7 - --52�. 79City: 'Site: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documeJ.jis t$ { ; f • tp e f Ytni...1a .:�f{{pp':Z ZhkR v�^•y.�/y {��i7jj .!!•Tyy}}i.Ja • • is i, rormation (Portionxso the informationib as. if •as •:cr • r to l.S Aifb CALL BEFORE YOU DIG. Call Gopher State One Call at (654) 4540002 for protection against underground utility damage. Call 48 hours before you Intend to dig to receive locates of underground utilities. www.aopherstateonecall.orci I hereby acknowledge that this information Is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this Is not a permit, but only an application for a permit, and work Is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name nature Page 1 of 3 /1� y� 06,412 699e Rl d DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Apartments Lodging Miscellaneous ORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100%) Census Code # of Units # of Buildings Type of Construction Public Facility 2(. Commercial / Industrial Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage J(�ob REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking Insulation Ice & Water Final Occupancy Code Edition Zoning Stories Square Feet Length Width Framing Fireplace: _Rough In _Air Test Final Insulation Meter Size: Accessory Building Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair _ Demolish Building* Demolish Interior Demolish Foundation Salon Owner Change *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required Other: Pool: Footings Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: (It 1- , Building Inspector Reviewed By: I Y W.7 , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL Page 2 of 3 *' City of Eagan Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 SZE Y19 JUN 2 5 2010 Use BLUE or BLACK Ink Permit #: Permit Fee: qqc1 Date Received: Staff: 71,e 2010 FIRE SUPPRESSION SYSTEMS PE I APPLICATION* �►�'10 Site Address: Li 361(\n3 Tenant: `NN;r.k Nu,.J,, 1s/ Suite #: PROPERTY OWNER Name: Phone: Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK 5 , or s r4 -t Description of wo k: 02N. (1tik Construction Cosf 14,00C Estimated Completion Date:—7—ZO-i0 CONTRACTOR Name: '`-.NC cke t f % r( Qt^® C, Alen License #: C. '06D Address:C biA-ert)i)it is6 City: Li \e C a� e�. State: VW Zip: �j5)17 Phone: 1- 771- "(0'51 � (��e Contact: ih 1"I�Cl ttfi Email: ' Cli el / e5ov-Piirz .CO %}t ?�' FIRE PERMIT TYPE X Sprinkler System (# of heads 'AI) Standpipe WORK TYPE ,New Addition Fire Pump _ _ Alterations _ Remodel _ Other: Other: _ DESCRIPTION OF WORK: •. Commercial_ Residential Educational _ FEES $50.50 Minimum (includes State Surcharge) OR surcharge is $.50. increases by $.50 for each Permit Fee requires a $1.00 surcharge). Contract Value $ l %DWI. 1% - If Permit Fee is less than $1,000, a., .$ NO Permit Fee = $ 7=L° State Surcharge - If Permit Fee is > $1,000, surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 $ ) - 7 TOTAL FEE 3/4" Displacement Fire Meter - $203.00 $ r O Fire Meter $ TOTAL FEE equirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in rdance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Nam icant's Signature CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq ty of Ea1il 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit #: 3 C,QV q Date Received: Permit Fee: Staff: 2010 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 4-12-10 Site Address: 4245 Johnny Cake Ridge Road Tenant: Think Mutual Bank Suite #: PROPERTY OWNER Name: Think Mutual Bank Phone: CONTRACTOR / Name: HiMEC, Inc . License #: 31/ 5 Address: 1400 7th Street NW City: Rochester State: MN Zip: 55901 Phone: 507-281-4000 Email: blisovskis@hmcc.com Job # 80435 TYPE OF WORK X New _ Replacement Repair Rebuild Modify Space Work in R.O.W. _ _ _ _ Description of work: PERMIT TYPE COMMERCIAL 75 fixtures units x New Construction Modify Space 6 0 gpm max _ Irrigation System ( yes / no) ( RPZ / PVB) _ • Rain sensors required on irrigation systems • Avg. GPM (2" turbo recirEed unless smaller size Mowed by Pubic Works) _ Meters Call (651) 675-5646 to verity that tests passed prior toickinq up meter. Domestic: Size & Type 1-1/2 " displacement Fire: 1 Avg. GPM 60 High demand devices? Yes X No Flushometers X Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value $ 129,457.00 x 1% Required - If Permit Fee is less than .$ 1,294.57 Permit Fee on ALL new buildings and boulevard irrigation systems -> = $ 154.0 0 Radio Meter Read $1,000, surcharge is $.50 .$ 467.00 Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). =$ 1.00 State Surcharge $1,000 Permit Fee (i.e. Following fees apply Call the City's Engineering Lawn irrigation when installing a new lawn irrigation system. $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant by others. $ Water Supply&Storage $ State Surcharge TOTAL FEES $ 1,916.57 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstate• i -call.orq I hereby acknowledge that this information is complete and accurate; that the work will be in confor understand this is not a permit, but only an application for a permit, and work is not to start wit plan in the case of work which requires a review and approval of plans. Joe Beckel Applicant's Printed Name with the ordinan emit; that the wo an; that I approved x Ap Page 1 of 3 *City 0f88Q80 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit Fee:,,, Date Received: '73 Staff: 2010 MECHANICAL PERMIT APPLICATION Date: 4 -12 -10 Site Address: 4245 Johnny Cake Ridge Road Tenant: Think Mutual Bank Suite#: RESIDENT / OWNER Name: Think Mutual Bank Phone: Address / City / Zip: CONTRACTOR HiMEC, Inc. L5 Name: Ca6ei Knot" as License #: JO? — na - 7 6,1 Address: 1400 7th Street NW City: Rochester State: MN Zip: 55901 Phone: 507-281-4000 Contact: Brian Lisovskis Email: blisovskis@hmcc.com TYPE OF WORK X New Replacement Additional Alteration Demolition Description of work: HVAC System for new 2 story bank Job # 80435 • COMMERCIAL X New Construction Interior Improvement PERMIT TYPE RESIDENTIAL Fumace Air Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank ( Install / Remove) Other _ _ ** When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) bumed out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE $90.50 Fire repair (replace COMMERCIAL FEES: $70.50 Underground tank $50.50 Minimum (includes installation/removal OR State Surcharge) surcharge is $.50. increases by $.50 for each Permit Fee requires a $1.00 surcharge). Contract Value $ 312 , 3 6 9 . 0 0 x 1% $ 3,123.69 Permit Fee - If Permit Fee is less than $1,000, 2.00 g .$Surcharge - If Permit Fee is > $1,000, surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 _ $ 3,125.69 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Jon Ewing Applicant's Printed Name Applicant'§ SignQure x OityofEaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 Date: 3/15/2010 Site Address: Tenant Name: Think Mutual Bank x Tom TH,inna sch Applicant's Printed Name (Tenant is: X New / Former Tenant: x Applicant's Signature Permit #: 4 3,3* Permit Fee: 50 Date Received: Staff: 2010 COMMERCIAL BUILDING PERMIT APPLICATION 4245 Johnny Cake Ridge Road, Eagan MN Use BLUE or BLACK Ink J 64- Lc.L. ct 4 -/q Existing) Suite #: PROPERTY OWNER TYPE OF WORK CONTRACTOR ARCHITECT / ENGINEER Name: Think Mutual Bank Phone: 507- 536 -5706 Address /City /zip: 5200 Members Parkway, NW, Rochester MN 55901 X Applicant is: Owner Contractor Description of work: New bank branch Construction Cost: 3,200,000.00 Name: McGough Construction Address: 2737 Fairview Ave. North City: Roseville (.5 Phone: - 633 -5050 State: MN Zip: 55113 License #: Contact: Tom Hannasch Email: thannasch@mcgough.com Name: HTG Architects Address: 9300 Hennepin town MN zip: 55347 Russ Schramm Contact Person: State: Registration #: 20873 Road City: Eden Prairie Phone: 942 - 278 -8880 rschramm@htg-architects.com Email: Licensed plumber installing new sewer /water service: HiMec Phone #: 507 - 284 -4000 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454 -0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.cioi herstateonecall.oro I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a perm, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case ofywcrt which requ = a review and app of plans. Page 1 of 3 z-1 - 506/0 � SUB TYPES Foundation Apartments Lodging Miscellaneous WORK TYPES V New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25 %100% V! ) Census Code # of Units # of Buildings Type of Construction REQUIRED INSPECTIONS 1 Footings (New Building) Footings (Deck) j Footings (Addition) ✓ Foundation Drain Tile Roof: /Decking ✓nsulation ✓ Framing Fireplace: _Rough In Air Test _ Insulation Meter Size: COMMERCIAL FEES /Base Fee ✓ Surcharge VPlan Review MCES SAC VCity SAC S &W Permit & Surcharge ✓Treatment Plant ✓treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality V DO NOT WRITE BELOW THIS LINE Public Facility 7 Commercial / Industrial Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage 11i Ooo _Ice & Water -I! Final Final Final CIO Inspection: Schedule ire Marshal to be present: Reviewed By: `G , Building Inspector 14;[5L .75 1240.00 '1591 .81 4,300 • oO 300 • X 00.50 ZOs• 00 135 .06 8637 • o 0 I Z.YIe • Occupancy Code Edition Zoning Stories Square Feet Length Width Accessory Building Exterior Alteration - Apartments _ Exterior Alteration - Commercial Exterior Alteration - Public Facility Siding Reroof Windows Fire Repair f) Zao7 M- IQ 5 2. 477a pet-FL. /Yes No Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: [./rNDoC/Yc1P1 Ste- • 1500 PEpoorr _ Demolish Building* Demolish Interior Demolish Foundation Salon Owner Change *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required Other: Pool: _ Footings _ Air /Gas Tests _ Final Siding: Stucco Lath _ Stone Lath _ Brick Windows Retaining Wall Erosion Control Reviewed By: 5 - P—A - f 7 TOTAL SZ G Z Z / 4 r VE: /NFPA- t3 , Planning Page 2 of 3 AAA Metropolitan Council ALA 44 March 24, 2010 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Think Mutual Bank to be located at 4245 Johnny Cake Ridge Road within the City of Eagan. This project should be charged 3 SAC Units, as determined below. Charges: Office 5124 sq. ft @ 2400 sq. ft. /SAC Unit 2.14 Meeting Room 906 sq. ft. @ 1650 sq, ft. /SAC Unit 0.55 Total Charge: 2.69 or 3 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651- 602 -1118 or email karon .cappaert@,metc.state.mn.us. Sincerely, aron Cappaert SAC Technician Environmental Services Division KC:kb: 100324A8 Determination expiration: March 24, 2012 SAC Units cc: J. Nye, MCES Peggy Fleck, Eagan Tom Hannasch, McGough Const rru o 390 Robert Street North • St. Paul, MN 55101 -1805 • (651) 602 -1005 • Fax (651) 602 -1477 • TTY (651) 291 -0904 An Equal Opportunity Employer Environmental Services APR 082010 3 )43 CityofEaallof Nemo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development /Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tom Struve, Maintenance vtric Macbeth, Maintenance /Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: /Craig Novaczyk, Senior Building Inspector DATE: March 22, 2010 RE: Plan Review For: New Building Think Mutual Bank 4245 Johnny Cake Ridge Rd # 22 I2)(1 'FtfM IT 15435-r The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No ❑ Yes ❑ No • Yes ❑ No ❑ Yes ❑ No O Yes 0 No ❑ Yes 0 No Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters f° City of Emu Nemo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering 'John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tom Struve, Maintenance Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: March 22, 2010 RE: Plan Review For: New Building Think Mutual Bank 4245 Johnny Cake Ridge Rd # 22 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: O'k re ✓ 74/4 1h F.—j . P774. 40,- C iy fro.), A/O. /o- t97 -A a-,-,ef pn91/ ft) Fag . Indicate below any fees that are to be collected with the building permit. �'r ri�a�icr►. -Tri ►"f 74.4. Z3 3 Amount ✓ %5 ❑ Yes ❑ No ❑ Yes 0 No O Yes 0 No O Yes 0 No ❑ Yes 0 No ❑ Yes E No Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required `Y-5-10 gnature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Craig Novaczyk From: Sent: To: Cc: Subject: Hi Troy, John Gorder Wednesday, March 31, 2010 1:27 PM 'tgamble@ae-mn.com' Craig Novaczyk Eagan - Think Mutual Bank Building Permit The City of Eagan Engineering Department has reviewed the civil drawings for this building permit prepared by Anderson Engineering, and offer the following comments for revision: • Note "City Project No. 10 -BP -A" on all civil drawings. • Sheet C1 - 2' to 3' high berms to screen parking should be provided within the 20' parking setback areas along Johnny Cake Ridge Road, and berming along the private road should also be provided, if desired by the owner. • Sheet C2 — A manhole should be constructed on the sanitary sewer service, at easement line, to provide for maintenance and inspection. • Sheet C3 - A pedestrian curb ramp onto the private drive should be installed at the west end of the concrete sidewalk along the south edge of the site. Please make these revisions and email a scanned copy of the revised civil plans to me. I will review and request hard copies, if necessary. Please contact me with any questions. Thanks, John Gorder 1 Assistant City Engineer 1 City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1651-675-5645 1651-675-5694 (Fax) I jgorder(acityofeagan.com City oi6apall THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 City of Eap Ve�o TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development 4/like Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tom Struve, Maintenance Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: March 22, 2010 RE: Plan Review For: New Building Think Mutual Bank 4245 Johnny Cake Ridge Rd The plans are in our plan review section for your review and comment. # 22 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount 'I Yes D No Landscape Security Required ❑ Yes ❑ No Water Quality Dedication Yes ❑ No Park Dedication Yes ❑ No Trail Dedication D Yes ffi No Tree Dedication ❑ Yes ❑ No PRV Required r .)6 -U -a / i / 7Cn' . 3/3n. J/O Signature Date Zoning: lag Meter Size: G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters v /1 o64 7 Val_a.-•+"" rk„. (_0 (Lk K L. t 3/5 F or 4° City of Eagan TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development /Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tom Struve, Maintenance Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: March 22, 2010 RE: Plan Review For: New Building Think Mutual Bank 4245 Johnny Cake Ridge Rd # 22 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Commen s: 040 d Indicate below any fees that are to be collected with the building permit. Amount Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication D Yes ❑ No ❑ Yes 0 No O Yes 0 No O Yes 0 No O Yes 0 No ❑ Yes ❑ • Si•u7: ure Trail Dedi .tion Tree Dedic- ion PRV Re • ed Date 3/a�1/a G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eap Nmo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tom Struve, Maintenance Eric Macbeth, Maintenance ,'Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: March 22, 2010 RE: Plan Review For: New Building Think Mutual Bank 4245 Johnny Cake Ridge Rd The plans are in our plan review section for your review and comment. # 22 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ Yes O Yes ❑ Yes ❑ Yes O Yes ❑ No Landscape Security Required Zoning: No Water Quality Dedication Meter Size: No Park Dedication No Trail Dedication No Tree Dedication No P- Required Signature G:\Building Inspe 3-10 Date ns\FORMS\Commercial Bldgs Final & Plan Review Letters w°'i City of Eaftafl TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tom Struve, Maintenance lEric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: March 22, 2010 RE: Plan Review For: New Building Think Mutual Bank 4245 Johnny Cake Ridge Rd The plans are in our plan review section for your review and comment. # 22 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes No Landscape Security Required Zoning: O Yes No Water Quality Dedication Meter Size: O Yes No Park Dedication ❑ Yes 0 No Trail Dedication ❑ Yes 0 No Tree Dedication ❑ ❑ No PRV 'equired Oho Signa re Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 08 April 2010 City of Eagan Attn.: Craig Novaczyk, Senior Building Inspector Municipal Center 3830 Pilot Knob Road Eagan, MN. 55122-1810 Ph. 651.675.5683 Re: Think Mutual Bank Proposed New Building 4245 Johnny Cake Ridge Road Eagan, Minnesota APR 0 91010 Subject: Plan Review Comments (Dated March 24, 2010) LAGAN REVIEWED BY (2k DATE 412 BUILDING INS CTIOw Please find this narrative as our responses to the plan review comments noted in your letter dated March 24, 2010. 1. Code Analysis (Sheet TS) a. Comment: There is no need to identify this building as a non -separated use. Referencing Table 503, a B occupancy building with Type 5B construction allows the building to be two stories with 9,000 sf per floor. Height and area increases and frontage increases are unnecessary. Response: Reference to non -separated use along with height/area/frontage increases has been deleted. b. Comment: Section 508.3.2, not Section 302.3.2 deals with non -separated use requirements. Response: Building Code Information (Code Analysis) has been revised accordingly. Comment: Under the heading Construction Type / Fireproofing, Table 302.1.1 is referenced. There is no such table in the Code. Response: Building Code Information (Code Analysis) has been revised accordingly. Comment: Is the building you are proposing to build going to be sprinklered? If so, identify the type of NFPA sprinkler system that you are planning to install. Response: Yes the building will be fully sprinklered. The building shall meet NFPA 13. e. Comment: Under the heading Occupancy / Egress Width / Exit Quantity, provide the exit width requirements per the Code. Also, your note concerning exit access doorway arrangement is in error. Reference Section 1015.1 #2 for the correct verbiage. Response: Building Code Information (Code Analysis) has been revised accordingly. 2 Roof access dimensions (Sheet A1.2) shall comply with Section 1009.11.1. a. Response: The roof access hatch size is currently shown at 11.67 sf. Per Minnesota Amendment 1305.1209.1: "Interior stairs shall terminate at the underside of the roof ata hatch or scuttle of at least eight square feet with a minimum dimension of 20 inches". Therefore, the current roof access hatch size meets Code. Per our phone conversation dated 4-6-10, this item will be stricken. 3. The concierge counter heights on Sheet A8.1 shall comply with ICC/ANSI A117.1-2003, Section 904 a. Response: Per your phone conversation (4-7-10) with Jeff Pflipsen (HTG), the concierge countertops will remain at 40.5"aff. However, we will lower the transaction height at the drive -up teller area to 36" aff. (See 2,8/A8.1) 4. The counter height for the lounge (Room 221) shall comply with ICC/ANSI A117.1-2003, Section 804. Pay particular attention to subsection 804.4 a. Response: The height of the sink shall be mounted at 34" aff in lieu of 36". (See 13/A8.1) 5. Accessible parking signage (Sheet A1.1, Keynote #1) shall comply with Chapter 1341 MSBC, Section 502.7 for mounting height. a. Response: Accessible parking signage shall be mounted 60" (min.) to 66" above grade. See revised note on Sheet A1.1 6. Access aisles shall be marked with the designation "No Parking" per Chapter 1341 MSBC, Section 502.4.4. a. Response: The access aisle shall be marked "No Parking" along with striped markings. See Sheet A1.1. 7. Section 1007.1 requires this building to have two accessible exits. Indicate the slope of the exterior accessible routes on the North elevation adjacent to Door 111A (reference Section 1007.1 & 1007.2). HTG ARCHITECTS 9300 Hennepin Town Road, Minneapolis MN 55347 (952) 278-8880 htg-architects.com MINNEAPOLIS PHOENIX TAMPA a. Response: The sidewalk slope at Door 111A is 2% and then becomes a 5% slope along the east/west concrete sidewalk. See Sheet A1.1 8. Room 215 that is labeled "storage" shall meet the requirements of Section 508.2 and its subsections. This room shall be indentified as an incidental use area on the plan. a. Response: Room 215 (Storage Room) shall be indentified as an Incidental Use Area (See Sheet A2.2). The room will be sprinkled. i. Per Section 508.2.2.1 Construction: Where Table 508.2 permits an automatic fire - extinguishing system without fire barrier, the incidental use area shall be separated from the remainder of the building by construction capable of resisting the passage of smoke. The partitions shall extend from the floor to the underside of the fire -resistance -rated roof/ceiling assembly above or to the underside of the deck above. Doors shall be self- closing (as specified). Doors shall not be undercut in excess of the clearance permitted in accordance with NFPA 80: 9. Indicate the riser heights for each stair run detailed on Sheet A6. a. Response: Riser height shall be 7" for each stair. See revised Sheet A6. 10. Provide all of the required compliance forms per the 2009 Commercial Energy Code (Chapter 1323 of the MSBC). *2009 Energy Compliance Forms are available on the City of Eagan website at www.cityofeagan.com/buildinginspections. You will need the ANSI/ASHRAE Standard 90.1-2004 to complete compliance forms. a. Response: Previously submitted. Revised Envelope Compliance Form enclosed. 11. Provide an Emergency Response Site Plan (example enclosed) a. Response: Enclosed 12. Please revise the plans accordingly and resubmit for review. a. Response: Enclosed Please call with any questions. Sincerely, Russ Schramm HTG ARCHITECTS 9300 Hennepin Town Road Minneapolis MN 55347 (952) 278-8880 www.htg-architects.com MINNEAPOLIS PHOENIX TAMPA City of Evan Mike Maguire Mayor Paul Bakken Cyndee Fields Gary Hansen Meg Tilley Council Members Thomas Hedges City Administrator Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD Maintenance Facility 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax .454.r �5 TDD www.cityofeagan.com Tne Lone Oak Tree The symbol of strength and growth in our community. March 24, 2010 Brian Burmeister McGough Construction 3555 Ninth Street NW, Suite 100 Rochester, MN 55901 RE: The Think Mutual Bank 4245 Johnny Cake Ridge Rd Dear Brian: HTG ARCHITECTS ty r^ SOVE\D We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above -referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2006 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: A. Please revisit and revise the Code Analysis (Building Code Info) on Sheet TS. Here are some of the errors that I noticed during my review: • There is no need to identify this building as a non -separated use. Referencing Table 503, a B occupancy building with Type 5B construction allows the building to be two stories with 9,000 sq. ft. per floor. Height and area increases and frontage increases are unnecessary. • Section 508.3.2, not Section 302.3.2 deals with non -separated use requirements. • Under the heading Construction Type/Fire Proofing, Table 302.1.1 is referenced. To my knowledge, there is no such table. in the Code. • Is the building you are proposing to build going to be sprinklered? If so, identify the type of NFPA sprinkler system that you are planning to install. • Under the heading Occupancy / Egress Width / Exit Quantity, provide the exit width requirements per the Code. Also, your note concerning exit access doorway arrangement is in error. Reference Section 1015.1 #2 for the correct verbiage. '1/44 Roof access dimensions (Sheet A1.2) shall comply with Section 1009.11.1. ✓3. The concierge counter heights on Sheet A8.1 shall comply with ICC/ANSI A117.1 — 2003, Section 904. �. The counter height for the lounge (Room 221) shall comply with ICC/ANSI A117.1 — 2003, Section 804. Pay particular attention to subsection 804.4. 4. Accessible parking signage (Sheet A1.1, Keynote #1) shall comply with Chapter 1341 MSBC, Section 502.7 for mounting height. ✓6. Access aisles shall be marked with the designation "No Parking" per Chapter 1341 MSBC, Section 502.4.4. ✓7. Section 1007.1 requires this building to have two accessible exits. Indicate the slope of the exterior accessible route on the North eldvation adjacent to door 111A (reference Sections 1007.1 & 1007.2). �8. Room 215 that is labeled "storage" shall meet the requirements of Section 508.2 and its subsections. This room shall be identified as an incidental use area on the plan. 9. Indicate the riser heights for each stair run detailed on sheet A6. 10. Provide all of the required compliance forms per the 2009 Commercial Energy Code (Chapter (1323 of the MSBC). *2009 Energy Compliance Forms are available on the City of Eagan website at www.citvofeaoan.com/buildinginspections. You will need the ANSI/ASHRAE Standard 90.1 — 2004 to complete the compliance forms. ✓ 11. Provide an Emergency Response Site Plan (example enclosed). 12. Please revise the plans accordingly and resubmit for review. Thank you in advance for your attention to these items. If you have any questions concerning this letter, please call me at (651) 675-5683. Sincerely, Craig Novaczyk Senior Building Inspector Cc: Dale Schoeppner, Chief Building Official Russ Schramm, HTG Architects 0000_0000 -, . al g T 7 T co 0 CD co CD 0 o -0 T fl fl x a (J fl 6 o 0 n ON p N I o 0 C0 T 1V% 01 ION (MAI IAIlIQ NIVIAI O JOHNNY CAKE RIDGE ROAD Craig Novaczyk From: Dale Wegleitner Sent: Tuesday, March 23, 2010 10:42 AM To: Dale Schoeppner; Craig Novaczyk From: Kaiser, Dan [mailto:Dan.Kaiser@state.mn.us] Sent: Tuesday, March 23, 2010 8:29 AM To: Dale Wegleitner Subject: RE: Diffusers Dale/Craig Here is the reply from the State Fire Marshal Office. I knew I read it somewhere I thought it was in the fire code but I was wrong. Good morning Dale, It is my opinion that sprinklers are not required. NFPA 13 (2002 Edition) Section 8.14.7.2 says that sprinklers shall be permitted to be omitted where the canopy or roof is of noncombustible or limited combustible construction. The canopy in your scenario appears to satisfy the requirements of this section. But, then Section 8.14.7.4 says that sprinklers are to be installed under roofs or canopies over areas where combustibles are stored and handled. The question is whether or not automobiles utilizing the drive-thru constitute "storage and handling of combustibles". The handbook (under Section 8.14.7.2) explains that automobiles stopping briefly to pick up or drop off passengers are not considered storage and that areas located at drive-in bank windows or porte cocheres at motels and hotels do not normally require sprinklers. Thank you for your concern with the correct design and installation of a very important life safety system. Please know that we are committed to ensuring the highest levels of safety and quality in the systems that are designed and installed in the State of Minnesota. We are encouraged by your commitment and hope that this information is helpful in that goal. Please contact us with any questions or comments you may have. Daniel A. Kaiser MN Deputy State Fire Marshal Fire Sprinkler Section St. Paul Office: 651-201-7215 St. Paul Fax: 651-215-0525 Home Office & Fax: 507-455-5820 Fire Sprinkler Questions: fire.sprinklers(cilstate.mn.us Fire Code Questions: firecodeca7state.mn.us State Fire Marshal Website: www.fire.state.mn.us From: Dale Wegleitner[mailto:DWegleitner@cityofeagan.com] Sent: Monday, March 22, 2010 4:10 PM To: 'Kaiser, Dan' Subject: RE: Diffusers Dan I need your help again I have spent the last hour and half looking for an exception for bank canopy's, if the canopy is built out of non- combustible material they don't need to sprinkler it I think or do they I thought I read it in the code. Our may be it is Dale W wishful thinking code. Again any help will be great. 1 Nati e think hluHuai 13ank 24' Ji tiny Cake Ititl e inn° °c txa Perm 1 N 2 and 1nspectio t No. tt 117 TI AND IN i41,:CTTON `°ape..111i.:F[1 2 t ii icic �..�._,.SCri i Type of __........ epo �iYr l7et"t Firs4) 71 4:7 1 •nih vcar€ 51 T t,tpon &`ornl It. t an 1 7ttd.4 a1 kly I -714. { T3calts in C cattcrete 1 pon {.`C3111p1 t9fTn 7tt kl I7tt 1_ :. 1Ti h 14c14 th 13olitn Concrete Eta.infir enTeut ' I S I 11 on C'om l tion 7tH -1;1 Weekly 17Tt=1_ m Ikon � �� 1 tj 1 _l 1it'e(c1in ,�Jetal Deck Sl S 1`lsis srlTedttic to be tilled out and included in the project s )pl4 it1g fi r a building pt~•.rinit. t 1 1 Permit No: to be provided by the Ruildin' Official. t'"1 1 e eltsc riptions per IBC Section 17 as 'adopted by Minnesota State (3) Special Inspector - "Technical, Special inspector - Structural. i l"1 Firm contracted 10 perform services. alalaropriate representative shall siq.;aa below 1-; [ he irTilivitlual names ofall prospect"v ell e r vErse side of form if necessary, tural Engineer 'g A t!,e n v'. Buildin Departntcnt by NOWL DGMENTS rant_- Firni; Firth: f u rTT; -it it i1TT.1s`aTi1 ilding Code. Think Mutual Eiaank Date: Mc(ough Constrdtc ion i) Ott: t I l( Architects Date: Clark Engineering tl inspectors atntl tl Special inspector - Special Inspeetur Date Date: Ied t>tt eh I $, 201; ctaser�e shall he idtntilied. Fabricator BRAUN INTERTEC Braun Intertec Corporation 1826 Buerkle Road Saint Paul, MN 55110 December 3, 2010 Project SP -10-05626 Mr. Brian Burmester McGough Construction Company, Inc. 3555 Ninth Street NW, Suite 100 Rochester, MN 55901 Re: Non -Structural Steel Special Inspection Procedural and Final Report Submittal Think Mutual Bank — Eagan Johnny Cake Ridge Road Eagan, Minnesota Dear Mr. Burmester: Phone: 651.4873245 Fax: 651.4871812 Web: braunintenec.com Please find attached to this procedural report the Non -Structural Steel Special Inspection Final Report for the Think Mutual Bank in Eagan, Minnesota, and the supporting Special Inspection Daily Reports for your review and records. Special Inspection and Testing Procedures The special inspection services were provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of Chapter 17 of the International Building Code (IBC), the Special Inspection and Testing Schedule and/or the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector doesn't have the responsibility or authority to, nor is it the intent of special inspections to have them, judge, or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. EAGAN REVIEWED ar. DATE: • tO P','?l.DING t.3..''E nNr ,a, SON • Providing engineering and environmental solutions since 1957 McGough Construction Co., Inc. Project SP -10-05626 December 3, 2010 Page 2 Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing Our firm performed ten soil borings for this project. The results of those borings are contained in our Geotechnical Evaluation Report (project number BL -09-02947), dated October 15, 2009. In summary, the borings typically encountered 1 to 8 inches of topsoil, except for Borings ST -1 and ST -9, which encountered 4 inches of bituminous pavements at the surface. Underlying the topsoil or pavement, the borings generally encountered layered glacial soils consisting primarily of silty sand, and/or clayey sand, with layers of poorly graded sand with silt to the termination depths of 26 feet. The soils anticipated at the base of the excavations generally appeared suitable for footings designed for a net allowable bearing pressure of 3,500 pounds per square foot. We recommended removing the existing pavements, topsoil or any fill materials prior to placing any fill materials. During site grading and construction, soils exposed at structure subgrade elevations and in excavations were visually evaluated, while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings. These tasks were performed to determine if the observed and tested soils were consistent with those encountered by the geotechnical borings performed for the project, and suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2 -inch -diameter hand auger. The borings were advanced in 2- to 4 -inch increments to depths of 2 to 4 feet below subgrade elevations or excavation bottoms (shallower penetrations typically occurred where larger gravel, cobbles and boulders were present). The auger was then withdrawn from the borehole to obtain cuttings. The soils encountered in the borings were classified in general accordance with ASTM D 2488, "Description and Identification of Soils (Visual/Manual Procedures)." Preliminary estimates of soil consistency and density were also evaluated based on resistance to penetration of the hand auger, and the turning resistance. Evaluations of the bearing soils during construction generally encountered silty sand and clayey sand, which were similar to the soils encountered in the soil boring, and were judged suitable for support of the anticipated structural loads. However, during our soil evaluation near the south east building corner, organic soils were encountered about 3 feet below proposed footing grade. A backhoe was used to further evaluate the extent of the organic soils and a rather large isolated pocket of debris containing organic soils, wood, concrete, wire, cans, pipe, boulders, etc. was encountered. This debris was removed and the resulting excavation measured about 55 feet long by 25 feet wide, and extended about 15 feet below the slab elevation. Native glacial soils were encountered in the sidewalls and bottom of the excavation. Because competent soils were encountered in the sidewalls, the excavation was oversized %2 foot horizontally for each foot of fill below footing grade (1/2:1 oversizing). This excavation was backfilled with fill placed in thin lifts and compacted to the specified density. Concrete Reinforcement We initially reviewed the reinforcement and dowel requirements on the project structural drawings and shop drawings, if available. Information reviewed included bar size, bar length, bar spacing, bar location, splice lengths and dowel placement. LI AU 14 INTERl C McGough Construction Co., Inc. Project SP -10-05626 December 3, 2010 Page 3 This information was then used to determine in the inplace reinforcement was placed in accordance with the requirements of the project plans and specifications. We also noted if the inplace reinforcement was free of rust, scale and soil. Expansion Bolts and Adhesive Anchors Observations were done during the installation of the bolts and anchors to determine if they were installed according to the requirements of the manufacturer and the project documents. Items observed included the placement, depth of embedment, cleanliness of the drilled hole and, if needed, the application of the epoxy adhesive. Concrete Placement Observations Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. Fresh Concrete Testing Routine tests to determine the plastic concrete's slump, temperature and air content were done during each pour. In addition, concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. Concrete Compressive Strength Testing The cast concrete cylinders were temporarily stored at the site and then returned to our laboratory for moist curing and testing. The results of the concrete compressive strength testing were forwarded to the interested parties under a separate cover as they became available. Masonry Construction Observations Prior to conducting the observations, the special inspector reviewed the construction documents and any associated approved submittals. As construction began, the proportions of the site prepared mortar, construction of mortar joints and the location of reinforcement and connectors was observed for compliance with the requirements of the project plans and specifications. The inspection program included determining the size and location of structural elements in addition to the type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction for compliance. We also determined if the specified size, grade and type of reinforcement was used and if the protection of masonry was in compliance with the guidelines of the IBC. Prior to grouting, the cleanliness of the grout space, placement of reinforcement and connectors, proportions of site -prepared grout and construction of mortar joints were observed. Concrete Masonry Grout Testing The grout prisms cast were tested in general accordance with ASTM C1019: Standard Test Method for Sampling and Testing Grout. The samples were temporarily stored at the site and returned to our laboratory for compressive strength testing. The results for the compressive strengths of the grout prisms were forwarded to the interested parties under separate cover as they became available. RAU 14 1 NTE R 1 EC McGough Construction Co., Inc. Project SP -10-05626 December 3, 2010 Page 4 Anchor Bolt Observations The anchor bolts were observed to determine if they were in place. The special inspector checked to determine if the correct number of bolts were present, and if the bolt dimensions — diameter, length and tail length — were correct. Embedment depth was also checked. General In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Tom Brunstad at 651.487.7019, or Steve Martin at 651.487.7026. Sincerely, BRAUN INTERTEC CORPORATION Thomas R. Brunstad Project Manager Steven B. Martin, PE Reviewing Engineer Attachment: Non -Structural Steel Special Inspection Final Report c: Russ Schramm, HTG Architects JoLynn Skogen, Think Mutual Bank Seth Spychala, Clark Engineering Corp. Peter Liukkonen, City of Eagan Dean Hein, McGough Const. Co., Inc. Non-StructSpeclnspFinalRpt BRAUN INTERTEC A Non -Structural Steel Special Inspection Final Report Think Mutual Bank — Eagan Johnny Cake Ridge Road Eagan, Minnesota Prepared for McGough Construction Co., Inc. Project SP -10-05626 December 3, 2010 Braun Intertec Corporation Non -Structural Steel Special Inspection Final Report Page 1 of 2 City of: EAGAN, MN Date: December 3, 2010 Attention: Project: Think Mutual Bank — Eagan Johnny Cake Ridge Road Eagan, Minnesota Braun Intertec Project: SP -10-05626 In accordance with Section 1704 of the International Building Code and the agreed upon scope of services, the required special inspections and testing has been provided for the following items: Soils The required testing in the field and laboratory has been completed. The compaction testing done during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill, and meet the project requirements. Observations and testing of the structure subgrades and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project, except for the isolated pocket of debris fill, which was removed and replaced, and were capable of supporting a net allowable bearing pressure of up to 3,500 pounds per square foot. There are no outstanding or unresolved soils -related issues. Concrete The required testing in the field and in the laboratory has been completed. The results have been forwarded under separate cover. The compressive strength testing indicates the concrete placed has met the project requirements. The placement procedures used were judged to have met the project requirements. There are no outstanding or unresolved concrete -related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications. There are no outstanding or unresolved reinforcing steel -related issues. Structural Masonry Construction The required structural masonry observations and testing detailed in the attached Special Inspection Daily Reports have been completed in general accordance with the requirements of the project plans and specifications. The structural masonry construction was found acceptable. There are no outstanding or unresolved structural masonry -related issues. Anchor Bolts The required observations of the anchor bolts have been completed. The installation was found to be acceptable. There are no outstanding or unresolved issues. Atfied J-ERiECw McGough Construction Co., Inc. Project SP -10-05626 December 3, 2010 Page 2 Conclusion Based upon the inspections performed, the testing completed and the attached Special Inspection Daily Reports, it is our professional judgment that, to the best of our knowledge, the inspected work was performed and completed in accordance with the approved plans, specifications, structural engineer provided modifications and applicable workmanship provisions of the International Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. J�N �BNkill'''' i • O4o: Mit,A41 iiinuoIIItrs% " Steven B. Martin, PE Senior Engineer License Number: 41271 Date: December 3, 2010 Attachments: Non -Structural Steel Special Inspection Daily Reports from May 14 through October 25, 2010 A Structural Steel Special Inspection Final Report Think Mutual Bank 4245 Johnny Cake Ridge Road Eagan, Minnesota Prepared for McGough Construction Co., Inc. EAGAN ,REVEWED DATE: BUILD -MC INS Project SP -10-05626 November 29, 2010 Braun Intertec Corporation 1/ I tO ECTIONS DIViStON BRAUN ! N T BTEC November 29, 2010 Mr. Brian Burmester McGough Construction Co., Inc. 3555 Ninth Street NW, Suite 100 Rochester, Minnesota 55901 Braun Intertec Corporation 1 1001 Hampshire Avenue S Minneapolis, MN 55438 Project SP -10-05626 Re: Structural Steel Special Inspection Procedural and Final Report Submittal Think Mutual Bank 4245 Johnny Cake Ridge Road Eagan, Minnesota Dear Mr. Burmester: Phone: 952.995.2000 Fax: 952.995.2020 Web`. braunintertec.com Please find attached to this procedural report the Structural Steel Special Inspection Final Report for the Think Mutual Bank and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of the Minnesota State Building Code, Chapter 1700 of the International Building Code (IBC) and the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector doesn't have the responsibility or authority to, nor is it the intent of special inspections to have them, judge or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. We also summarized the discrepancies documented in a Discrepancy Log. As needed, we also contacted the project structural engineer for additional clarification on specific issues related to the drawings or discrepancies observed. Plans and Specifications The plans and project documents available at the site were used for our inspections. From time to time, we received plan modifications from the structural engineer. When received, these were used to evaluate the work completed in the field. 4 Providing engineering and environmental solutions since 1957 McGough Construction Co., Inc. Project SP -10-05626 November 29, 2010 Page 2 Visual Examination of Field Welds Visual examination of the field welds was conducted in accordance with American Welding Society (AWS) D1.1-2008, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. Tension -Control Bolted Connection Observations Tension -control bolted connection observations were conducted to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension - control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap -off load. At connections where the splined ends were. not, or could not be removed, the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition, each connection was observed for fit -up and to determine if the various plies were in contact with one another. Metal Deck Weld Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-1998, Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality, size and spacing of the welds. In addition, the location and the completeness of the side lap fastener installation were observed and evaluated. Shear Studs In areas where shear studs were placed over the supporting structural steel members, the size, spacing and soundness of the stud welds were documented. Soundness was determined by impacting each stud with a six -pound maul. Sound studs "ring" if they are fully attached to the steel member. Unsound studs "thud" when impacted. Unsound studs were broken off and marked for replacement. The replacement studs were tested in the same manner. Finally, selected sound studs were bent in accordance with the project requirements to further evaluate their soundness. McGough Construction Co., Inc. Project SP -10-05626 November 29, 2010 Page 3 General In performing its services, Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Dan Graham at 952.995.2524 or Mary 'benne at 952.995.2510. Sincerely, BRAUN INTERTEC CORPORATION eia/ Daniel P. Graham ICC Certified Special Inspector -Structural Steel and Welding Michael M euer, Vice Presi.ent-Principal Engineer Attachment: Structural Steel Special Inspection Final Report c: Peter Liukkonen, PE; Clark Engineering Corporation Mr. Craig Novaczyk; City of Eagan Inspections Department Mr. Tom Brunstad; Braun Intertec Russ Schramm, AIA; HTG Architects BRAUN 1NTERTEC Structural Steel Special Inspection Final Report City of: Project: Eagan, Minnesota Think Mutual Bank Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: brounintertec.com Date: November 29, 2010 Attention: Mr. Brian Burmester 4245 Johnny Cake Ridge Road Eagan, Minnesota Braun Intertec Project: SP -10-05626 In accordance with the Minnesota State Building Code, Section 1704 of the International Building Code and the agreed upon scope of services, the required special inspections and testing have been provided for the following items: Bolting. The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications. There are currently no outstanding or unresolved bolted connection -related issues. Structural Field Welding. The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections or review by the structural engineer. There are currently no outstanding or unresolved structural welding -related issues. The shear studs detailed in the attached Special Inspection Daily Reports were observed and tested in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved shear stud -related issues. The deck welding and side -lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections. There are currently no outstanding or unresolved decking -related issues. e Providing engineering and environmental solutions since 1957 McGough Construction Co., Inc. Project SP -10-05626 November 29, 2010 Page 2 Conclusion Based upon the inspections conducted and the attached reports, it is our professional judgment that, to the best of our knowledge, the inspected work was performed and completed in accordance with the approved plans, specifications, structural engineer provided modifications and applicable workmanship provisions of the Minnesota State Building Code and the International Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Michael M. H uer, PE Vice Presid= t-Principa Engineer License Nu ber: 15571 November 29, 2010 Attachments: Special Inspection Daily Reports 1 through 4 Summary of Discrepancy Log McGough RFI #00009 Dated July 19, 2010 BRAUN I NTE RTEC Page . of SIDRPT Rev 10/09 Special Inspection Daily Report Report No.: Project Name: Project Address: Client: Project Manager: City of E -- 0,5a„‘ f►.li\ci �Je lr Tbw. eruw 11.� Date of This Report: Project No.: e Qdo.c0 Client Project No.: Temp/Weather: SQ -Lo— ogoZt,a. ,00 p Type of Inspection: 0 Continuous 4. Periodic Inspection Coverage: ❑ Masonry Welding & Bolting ❑ Piles & Piers O Rebar Placement O Concrete Placement O Tendon Placement Did the architect or engineer authorize changes to city approved plans? O Foundations ❑ Fireproofing O Soils Yes 0 (Listed Below No ❑ 0 Special Cases Description and location of work completed: ► A eL►.i cin.. Cot, k. l G:. P,,g_r a G,-. Z A' c. �t Pao /co.v.dc`t 13.-1^.4- 1,0 <'%a-\_ c. -t' P00, vt.s W •�1 � `g.rt,.� rto fN� A -o �Vl& �h too,— 0.�dL lt� l o r- lk rtIOAk►ti ( C7r. A -k3 40.3,.TA C tic(,, t4/CG, raks1 WQ._k c�S N is CPP VAAA.0.1 ',ater,Q t� tod�c�C l ' @tr..0 it�i� ca. tk? no., Oro? AD d0� C=1rL 7 In� • Are there any discrepancies noted from this days observations? • Are there any outstanding discrepancies on this project? • If yes, see attached Summary Sheet. Tory the best of our knowledge, work inspected was done in accordance -7(03 with�t workmanship provisions of the current IBC, except as noted above. Signed: Print Full Name: Yes 0 Yes 0 he approved plans, specifications and No No CtctrlG '1,\&`,1".12v. tAS Date: I.D. No.: —7-1(0 —t0 applicable c�> occ sz �sz White copy to Braun Intertec file. Yellow copy to Project Site Representative. • Providing engineering and environmental solutions since 1957 BRAUN I NTE RTEC Page f._.2 SIDRPT2 Rev 10/03 Continuation of Special Inspection Daily Report City of C:::.:V,Ct�,y� Report No.:C%E4`411 Project Name: 'rC1��ti.1c M.`1tvoK Date of This Report: Project No: 5Q LC) -01"to 2.6 Note: This is a continuation of a report. The first page of this report has information which should not be separated from this continuation) - q C.r, 6 f r L al, -\ 3 - to cvevx ..1 h,Neck s kck r, F-14- 2.-‘0 c k, t ,svetk pow &cut_ Cy,s t.S V.a € 9 4.+-Q Fb t - loo• �2c,�`V• �v laQ 1.4 p &sti/ta J Q �l�\3=S O vx S L LLs4 € - f. V' S Le4_V" s 3 - - io d -s c VA -PA tia Ivy sktl (<4C J •4 Co ��1�»�4 \ S ,z\ r C A 14-e, r- rc,, % r°J 0,0,44 v� was 0 v T GVS:Wzaedtt slkS (tDe to fiA� k) d�, t •-e �.+., �� o� �144.2p i s �r:ete mot, ( .)\ 4 t c e cert-.. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. t,J o r 1c-4 t � Gtr P �: x�3 ate_ S tti_vAp2A Signed: Print Full Name: Date: I.D. No: (,D'ItJ4S Sf'S S t f -c2 White copy to Braun Intertec file. Blue copy to Project Site Representative. • Providing engineering and environmental solutions since 1957 BRAUN NTE RTEC Page of Z.+ SIDRPT Rev 10/09 Special Inspection Daily Report Report No.: Project Name: Project Address: Client: Project Manager: City of l`. ckstio.. s'ucfwcy.0 S1-��`� TIS;-►-,AA.-Av61/4< Saittic- itztiti Zc 1nv.rt CeAL Date of This Report: Project No.: SO- to- oc'b2lo Q vv— \"/ukttilk'G4 Client Project No.: Temp/Weather: Type of Inspection: 0 Continuous Periodic Inspection Coverage: 0 Masonry Welding & Bolting 0 Piles & Piers ❑ Rebar Placement O Concrete Placement O Tendon Placement O Foundations ❑ Fireproofing ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes 0 (Listed Below) No 0 0 Special Cases esscription and location of work completed: 1 J lst_ v QV 0.Voi GJ,a A -L St -84- S t ho1-es r� d4 \� .QFe o k- Rd -Ea3.' coAc9. crav�oQ E -L l -Z pp r -CJ-wok&, 4-64,1/4 ©v` ow, Jo ceo v.e PJ cla-U_ v�2Xt‘,-S 84- sc rreszv. 1v‘21_ s\ - 4t Scrk.k/J T c'1.7.7 4 ec.% 1-406_, ...NA5 6 v. Ak io Le: o v..kki tr l.adec9 O 1r-\_ o c- 4 i ec vccr..3u-S t oc cA, o, s - c'Nti Q 1\3,, k/ ei3A iv S SCR , c ov.Lv-v, 4LcL%w toRANA) -1,i Mc. c -o » k ��,� .� SFr • Are there any discrepancies noted from this day's observations? • Are there any outstanding discrepancies on this project? • If yes, see attached Summary Sheet. Yes Yes No ❑ No ❑ � j fRmwr To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC, except as noted above. Signed: Print Full Name: i i9 r Date: 7-1q rlo I.D. No.: loStio c.- &S- s l t12 White copy to Braun Intertec file. Yellow copy to Project Site Representative. Providing engineering and environmental solutions since 1957 BRAUN f NTE RTEC Page .a of SIDRPT2 Rev 10/03 Continuation of Special Inspection Daily Report City of Report No.: Clreft . * Date of This Report: 1r1[1, -t Project Name: t 1��v��- my U0 Project No.. Si% -W —0 ck.2_6 Note: This is a continuation of a report. The first page of this report has information which should not be separated from this continuation) Roo --CQ G,- a 4-c -1 ,- r %� '��-� .4't;(ev�� Novi Le tr�lvo 1 K� l.t� 0.4rL � � , � � �r ``i I`5 . '%,\A-�'�� — L -L co --os- C� se S, G a A S7i.4 iJ0 et -1w `v 1 ✓0 o pt�� rN\ (cdI.Q3 GAr (:),)\-Ne;.S1roi Ivy F'.\ A- L ^t4 rn.•&A V � L � Of C r-' t: tiro/ .Ses- C: & V \13\1 6..04Q1. %. c� A- t- 02 -N 4.e k:.,.15 $/S> LA To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed: Print Full Name: 1 b & Date: I.D. No: 7-104-10 t V Sz White copy to Braun Intertec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 BRAUN I NTE BTEC Page _, of SIDRPT Rev 10/09 Special Inspection Daily Report Report No.: Project Name: Project Address: Client: Project Manager: City of 607akt.,. 3 42 s- Sd,.,,,, eke Me Date of This Report: Project No.: SQ^10- oSLze Client Project No.: Temp/Weather: St9.nk� gsoc Type of Inspection: 0 Continuous . Periodic Inspection Coverage: ❑ Masonry *Welding & Bolting O Piles & Piers ❑ Rebar Placement O Concrete Placement O Tendon Placement O Foundations ❑ Fireproofing ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes 0 (Listed Below) No ❑ Special Cases Description and location of work completed: wQ\ks e a+C klAP.- e o,r teN)-Q1 (,r; a 4"L 1--1 `i t co�,� r, c ' L (-2 C�Cu:V-e. S ki..e 0.c. e -G-1. — c Lese.,rFiti�MA.1 0,.. r -21v.91.0 rut1A0•0• a-� t asz, t isW 4a er F^ 4" BPavhs b.� ConAkoVti r•-1C`O.r • Are there any discrepancies noted from this days observations? Yes 0 No • Are there any outstanding discrepancies on this project? Yes -a No 0 • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC, except as noted above. Signed: Print Full Name: �v�•o�, P��rt�.o_� Date: 9-q -10 I.D. No.: Ott.S46- S (A -S7 White copy to Braun Intertec file. Yellow copy to Project Site Representative. • Providing engineering and environmental solutions since 1957 BRAUN I NTE RTEC Page of SIDRPT Rev 10/09 Special Inspection Daily Report Report No.: Project Name: Project Address: Client: Project Manager: City ofc5ckv, S � �.t✓ti1,` ck-es1 <Ak A \ (Swi k— NkcAs'o.)%t^ Date of This Report: Project No.: tr-to 5 P -tom -0 S1,2 4, dc✓lA.VLI 11+.t5- Client Project No.: Temp/Weather: ‘pe__ Type of Inspection: 0 Continuous 21 Periodic Inspection Coverage: ❑ asonry t Welding & Bolting 0 Piles & Piers ❑ Rebar Placement O Concrete Placement O Tendon Placement O Foundations ❑ Fireproofing ❑ Soils Did the architect or engineer authorize changes to city approved plans? Yes 0 (Listed Below) No 0 0 Special Cases D ription and location of work completed: ew.,.- DP/ K -PI Rtkln.'r we i R, N1 -0\31.c.9 1v\2 Si -v23, Q `S" kfim"`'r & cooc List tests performed: • Are there any discrepancies noted from this day's observations? • Are there any outstanding discrepancies on this project? • If yes, see attached Summary Sheet. Yes 0 Yes 0 To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC, except as noted above. Print Full Name: Date: ' I.D. No.: �'- White copy to Braun Intertec file. Yellow copy to Project Site Representative. Providing engineering and environmental solutions since 1957 BRAUN I NTE RTEC Project Name: Project Address. Page _ SODIS Rev 6/04 Summary of Special Inspection Discrepancies Items Needing Correction or Review by the Design Engineer or Architect S co- otie?b The following items must be reviewed and approved by the engineer and/or corrected and/or re -inspected before work can continue in the area. Daily Report No. Report Date Description Resolution to Discrepanry Date Corrected/ Observed by Status O/C q PO `` \\ wt t S 111 „,.. a ��p / C cc�v.� �� /Roc 6157 4 e r -D1- e,,. 4'11 (< `f �% ,7' ).- -7_1 et \,j c % 4 // g r� y Of c / / / White copy to Braun Intertec file. Blue copy to Contractor. Providing engineering and environmental solutions since 1957 4y� 11449 MCGOUGH Building for the Next Generation Request For Information Project: 033301 - Think Mutual Bank - Eagan RFI #: 00009 To: Russ Schramm HTG Architects 9300 Hennepin Town Road Eden Prairie, MN 55347 Phone: (952) 278-8880 Fax: (952) 278-8822 Date: July 19, 2010 CC: Peter Liukkonen (Clark Engineering Corporation), Brian Burmester (McGough Construction), Tom Hannasch (McGough Construction), Dean Hein (McGough Construction), Rosie Sanden (McGough Construction), JoLynn Skogen (Think Mutual Bank) Requested By:. Phone: Fax: Dean Hein McGough Construction (507) 536-4870 (507) 536-4867 CSI Code: Detail #: Description: RFI 009 - welds on tubes Question: Please clarify welds on tubes added per Add #1 Suggested Options: Drawing #: RFI Status: Closed Within 5 calendar days from RFI response issue date, Subcontractor shall notify McGough of any changes in the subcontract amount due to the information provided in this RFI response. Respond By: Replied By: Russ Schramm Reply Date: July 19, 2010 Reply: Weld tubes to deck edge angle with 3/16" fillet weld. Contractors option to weld top or bottom of angle leg. Peter Liukkonen Clark Engineering ST. PAIIL 2737 FAIRVIEW AVE. N. SI.'. PAUL, MN 55113 T 651.633.5050 r 651.633.5673 nranvcc'r'an 'vet, lart,r3.147 CT. YdW C MTV rf PirlriTFCTAU. MN CC(1C T 'r CA1...C2.6.41,RIA A CA7.426.4.R67 1 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov 7/22/2015 MINNESOTA DEPARTMENT OF LABOR 13e INDUSTRY Think Mutual Bank 5200 Members Pkwy NW ROCHESTER, MN 55903 - RE: PERM # ELV 1505-00259 Proje• Think Mutual Bank - ELV-1000915 Locat on: EAGAN, MN 55122 Addre ' : 4245 Johnny Cake Ridge Rd Dear Sir/Madam: (651) 284-5005 1-800-342-5354 APPROVED FOR USE Minnesota Statutes Chapter 326B provides that the Department of Labor and Industry, Construction Codes & Licensing Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. ALL ELEVATOR RELATED EQUIPMENT IS SUBJECT TO ANNUAL RENEWAL OF THE OPERATING PERMIT: It is the owner's responsibility to maintain and keep current with all tests in accordance with the ASME A17.1 and the ASME A17.3. Frequencies for the required tests can be found in Chapter 1307 of the Minnesota State Building Code. Failure to maintain and perform the required tests may result in revocation of the annual operating permit. Operation of an elevator related device without a valid operating permit may result in an issuance of a "stop order" from the department and possible penalty of up to $10,000. For more information see our website at: http://www.dli.mn.gov/CCLD/Elevator.asp Sincerely, CONSTRUCTION CODES & LICENSING Brad Underdahl State Elevator Inspector c: KONE INC Dale Schoeppner, City of Eagan Building Official E1FormCE2 This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov MINNESOTA DEPARTMENT OF LABOR & INDUSTRY CERTIFICATE OF APPROVAL PERMIT TYPE: ELV ALTERATION Project: Think Mutual Bank - ELV-1000915 Address: 4245 Johnny Cake Ridge Rd City: EAGAN, MN (651) 284-5005 1 -800 -DIAL -DLI Approval is for permit work performed by KONE INC under permit number ELV1505-00259, and based upon the requirements set forth in the Minnesota Statutes, Chapter 326B.184 and Minnesota Rule 1307.0035. For new installations, this certificate serves as your Operating Permit for the first year as required by Minnesota Statutes, Chapter 326B.184. If you have questions related to the issuance of this permit call: (651) 284 5071 Department of Labor and Industry Construction Codes and Licensing Div. Elevator Safety Section 443 Lafayette Road N. St. Paul, MN 55155 Project: Think Bank Eagan�, i) JC -f(/_ HARRIS Subject: Domestic Hot Water Heating Sizing Date: 3/4/2010 By: JDR Number: 80433 Page: 1 of 1 Method: ASPE Domestic Water Heating Design Manual - 2nd Addition - 2003 Office and Business Settings - Based on hand washing fixtures. 3 Lavatories x 6 gph rate 1 kitchen sink x 20gph rate fiAlsi CA 18 GPH 20 GPH 909 Montreal Circle, St. Paul, Minnesota 55102 Office (651) 602-6500 Fax (651)-602-6699 38 GPH Base Load Calculation Probable Demand factor = 0.30 38 x 0.30 = 12 gph Storage recommendation 2 times probable demand GPH 12 gph x 2 = 24 gph 12 GPH 24 GPH 36 GPH Minimum tank and heater Combo Selection Using a 30 gallon Tank - 30 gal. X 0.75 usable storage = 22.5 gallons Electric element(s) - 2 @ 3 Kw each They operate individually - NON- SIMALTANEOUSLY 1 Kw of energy will heat 5.1 gph - 80 Deg. 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A- A- ,- A- CO"'.a) CO 0 00 00) 0) CD a) 0) 00 CI) 0 5 g 60 88 cc °5 cc rs•I N N N Psi N i'..:•"1 A Pi r`.1 N N o o 00 g NN NN * This report does not display heating only systems. 2-17-10 Shd.trc • g E " co 0 z Z 110) CD co rd o 4 eo a_ NI: co co (00 0 co (0 ''ci* "ci' 0 cx) 0 CO CO C.° C...) 1.0 14/ 10 1-- 1-- 1•••• 1.‘?. ttl . . - co 0) 10 co co 0) L.0 L.c) tri ai ai Lci Lo tzt) CT) a) o o cc) c,-) co. .cr •cr c-,) 1.• cs) cc) cs) co co co (") ct)CNI CN C.1 N ('4 (0 CO .1- (0 10 10 0)04 op 0 o cq o cc) c0 A I,- In .1- 0 I) (0 (0 CO 01 cq c0 0. 0 0 2 cc, cc, () 0.1 ai vi 06 oi c‘i ci 06 mf Ti coi v- v- Cs gD gp _. 01 01 co co or Nr. (NJ It el- ('4C NJ CN CS1 Csi t•,1 c.`4 E < • e > c 0) = •S 0 (..) 0 c.) ca O. 0 CD a 803 O E) 3 E N E 13 ›, op 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a) 0)10 10 (0 CO tO CO CD I,- 0 et. ("/CO 0 a) a) 0)0) a) co c,) r- 00 CO L() LO CO L() CC) CC) QP 01 0) 01 0 0 0 el 0 CO 0) •tr ftl. 0 10 (0 LO .1- et et 0 0 0 0 0 (0 ? Tr4.C° C4 °°° (0 °) t- 0/0/;6(1(Ncc) ,- T- Co? 1'- r- r- ca c; 7 C? C? 4? C4C4 . . I . T -I T • I 00). (0 (0 0 CY) CO CO CO 00000 0000 0 0 0 0000000000 0 0 o 0 0 o 0 o Old c) 0 0 0 CD 0 0 0 10 10 '0 10 10 10 LC) LO 10 10 110 LO LO 10 10 LC) to In in to to 10 to to (0 LO If) 10 LO LO 10 LO 10 01 .-•• CI) CO '4''4- 0 CO CO CN4(...1 .1- .1- ocaa) (00) (0 CI C.') CO CO CNI CO a) co 10 1.0 •O' CO 0 1`... C's1 CO cLj 0 0 0 0) LO (0 10 LC) a) 10 a) a) .1- I- 1- Cs1`CO CO (s.1 )- 0) CD CN! (C° r' - ,P (0 ',1` Q 10(0 NJ: c,) (a CO"CNi r C‘i r 1- NI 0 to •:r co •cr •a• U] C4 CO CP ,tCs Cs Cs CO (0 UD OD CO CV T- UP OD CD CO CP CP CO CO CO CO CO 01 01 Cs C.- 10 10 CD T- CO 0) ('4 (0 Cs Cs Cr OD C3 C- OD C. Cs Cs CV C4 C4 04 mh 04 CO OP CP UP CD Cs Cs CO 00 CO CI C'4('4 0 0 r- T- OD C4 T- T- CO U, UP CO (0 WON etNNINcOCOcne- cOCON.1,-N.COCOcOe-t-v-t-t-• IN N 1- 00 A 01 0") t".1 10 (0 Cc) CO ().11 0) LO 10 10 C.) co 0) (0 0) C)4 A. CO LO -V. .1 0) CI) 0) (0 OD CO icict CO 00 CO 0 Cc) 04 0 CO V. C`i CO Cc.) 8 ‘tl- .,icR cf, cJj LI") 10 to cx) o ccit, N C.LI 00 cr CI) r 5.N co C 0) 0) L11 Ls, .1- (0 CO t:t 0 0)0 0 •cl: Co 1,- I,- c0 CO 0)0) 0) I.... CI: 1,- I's N US. c6 r".C.‘ r N- cc) cr5 cs5 cci' co oS cNI c c a ir) CC.; (NI- 0 CO C.0 A. 6••- C.') CI) CO CO 01 ? 2 3 0) ; R 2 2? 3 3 3 3 ZCO 10 C`) LC) CC) (0 C) 01 Cl 4 ‚4,0) 0) CO c �.- 1•2Cz22;7R23 3 vu) „- rs Cs C.. CV C4 ('1 0) 0) (C) CO :c1 cv 1 N. CO -CO .07 .(1 cd 16 1.6 O 1) N (NJ ('4 CsJ N cr) ().! 0 CO CO CO 10 10 r.,1 CO C61 ('4 Cst oc)000tooc)oopotzztq000c)00oo CD CD CD C) 0 0 0 C0 CD CD C:) 0 0 0 0 C) c=> . . . . . , . . . . . . . . , o o o N Cs1 OZ:1 OD CO CD CD tau C) 0 0 0 0 0 00 Cc) V) CN N C6.1 cO Cc) CC) 00 0 0 at. 0 0. ,..cr cc) cc) "Ict ("4 04(9 (NI rcc) cn(0 CO 1,- N. Cc) 0) Cc) (4) (0 0) (0 Li) 0 CD ('4N 040 0 0 0 0 0 .1- 4 Lcsi 8 uic r. (ij co(", st 4,;,.51 0 a) 0) 0)10 141 et et' <I' .1' '1- t- CO (c) 00 0) 0) r 0.4 ('9u') 1010 CLI N N cc! N est co co c0 cst r CO CO r c•-• C‘J N C61 r T Cs.I CNJ et et J E iS 11 ifi ° lg " 7° la 11 11 11 16 1)1 76 11 71 ig 7° ig -g - " 1 11 '1 11 11 -g 1 -g lg EL EL EL cEr cr fjC13 cr2o. ce: 0.4wEc.; _conn, ct c,34 a -c cg E ccl; agEEE cit_2EEEccEEEE r1 IN IN IN 14. Lr- LL. r`J N N N Cr N N N N N cc re C0 NJ N Cr Cr Cr c E a) g >. '5 Ja P. 0 S to (0 i -I . o > < (D >. c-.1 c t6 0) 6.. (I) 0 .1-I..) C • C 4 P E o) 0 • = To To 8 .§ ,9 g a C° a) __ 4= E _1 03 ii0u)s 2 (t) 0 5 00 w ci) I 5 00 O. 2> .'4'.. 21?) :.2 C-) 1'; (c..1 1 ,(:',' 5r7-.). 'r 17::: °2. 'iii 'i,7, 23 23 w) (011) 23 2? (0 23 :,',...? ...;:-", 23 23 Z":', 2...! 2 23 23 23 23 23 ,- - ,_ Ncic,,,,,Nc4c,..LIC).1....c...INNc4,,,C61c.,,,,,Ncotic.t,N,,,c, -3- 0.1 (4) 0 (4) CD CI) 0 CI) (0 5' (00.) C(4CI) 5)4) 0) (4) 8cS 88 88 55 58 ES 88 85 58 NN NN NN NN rt.! N NN NN Nr•I NN M r‘ *This report does not display heating only systems. 2-17-10 Shd.trc E (5 (5 Z Z rD 2 00 < E.' 0 17» 0) c.) E > c kr) kr) ILI-) Ir) LC) 04 Cs/ CO CR 4 4 6 6 6 CO CO otik t- mtict!oicNit-t-t-t4crt • P- to to tri oi 04 0 0 0 0 0 0 0 0 0 0 `c- (c oc! c08 g 4 co co co e. et et o co 6 6 0 co" CO Ikt Cij (i4 '7 '7 €‘11 ck 0 to 0 0 o o to 10 10 141 to to In 141 a) < U Cn E -6 x RI u) 0 2 4) o. o o. o • < 0 10 CNI 01 C`4 N- "dt N- CO to (0 •i• 0 0 NI• ":1- •;1' I's, CO 'V •c— V) CO N- tz LOU) LC) 7 C1 C7i 4 CI, CO ccoi eq. 6 6 c4. ('401 1— e- N-• . CO COC,) 01 01 CV 04 CO CI (NI <NI c') COI 4 4 4 8 u-, LO LC) • oi ci It)t:ci co c! (<:=> kg o cki cq 0 3 3 co co 3 3i •IR .1L 0 45 08 o" ca8 ,..°`" 0,8 61-:„ a2,„ A AicAirigA Acio1 0 cc 0 0 0 • " N (1) ID a.) CD CI) 0 c c g c c 00 00 00 NN NN NN 4) 4) 01 CO • C et This report does not display heating only systems. 2-17-10 Shd.trc EN • •C Ch a) • 0 .cU C) Eo_ O m 101 Entry Vestibule TEMPERATURES art. 000 c 0000 co N. N. N - cox MO I`, CO CO N cO Ni C>N 007 •00 N. N. N- o c cQty 5 000. 3CD �2 )Li AIRFLOWS N NN 0 S O e— 7 7N. ^ ONO 0 0 0 N N C CO CO CO O N N O N .11.1- 0 0 0 U C g y 11 LL >> r i x t0 i f `mom 1.1)0= EfCEXdcOi •0 I-2 co 2 Q E rL CeW 0' Q J J ENGINEERING CKS £ M rt 4 0 S 0) 7 ON 0 1-'— O 0 C Nh O�)n O N LO N 10 0 0 0 Q« os`a ettitiz HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 03 car 0 d O `. L 0. 0.= a(nm " O 0 (0 • co • 0 vs C. 0. co N 0000 CO 000000N 00007 7 0 0 0 N CO 0000 Lfi7000LA7 N7 .1- 0 0 0 0 0 O CO 0 0 0'7 O o� �(0 N � 7 000000000'7(0 00 CO 7 N '7 7 a O 0 U l O@c-Of0 .0 LL .8 41 d<qU cd0)p o2 coma° O. CD mU w yU o $%IZ >ccoccoa0 a.E.t gill in LU Internal Loads 000 0 000 O 000 O ONO0ON07O00 0 00 0NQ1oc0 co00 O O O ON O Doe ci 00 000 O ONO ONMOONO 00 N 0) ON M 0 000 0 O0 0 0 M O O. CO 3 d A isRia CO II II O 0 C«000c Cc 1111 CC LM=W l6�d(OL 6" co -.,-,w i2 J2�L«=iia L�cpIF- no • a)io L•Ca6)O)of t >` io C') • CICD33 x4av>,c= COam 0>4 uJ 0 Q o> > (A 0 a�+e 000000000 coco DOOM T 00 O O 00 L)61/ O O 0) L F- 0 o� d6 =C0 1 0 C 000010000000 N0(0 CO 1000 O N O Q co fp co N co co co r O coC aD OD O M 0 0) y 00070000000 0) ( N O00000)000 0_2 e ^ N. ,- O 0 O v OO 1- O O M �L 000NC�00000 MOO 00OD 00 OOCOONOOO CO d) 0 2 O P. I� 0o O 01 N O d) N I- Ca 0) 00 e- � 00000 0 pp O OO CO NO 0 0�jON NYM 0 7 mo 0+m Q aw O d CO t0i .; t 000N00000010 CO07O CO 100 0 0 N CO J « F. CO CO M ' 0 QN + CO cc 05 _ O N F- -8 c Q 'id .0 N w C Y 0) -g 8a w — a o A N A (0 +„ 7 S /0 • a w c s d A •O O co = m O 11 pp II 0 W 0 II — a Nca mUaO ac l,0 )p II �J C�Nddlda 7J �� d�o.U s 0 8 cU O:6 J +R O O L U)= _ �(A L O L � 7 gLL• L = d a N N 't gm�� O. •o =Qj10 Lo >)(8O- 0r0y• •oxcc 0CCCOCOCC00011<cv) CO 0oo>dc LL O>QI]OW(Aa'Omb) 0 0)LL J° �O O O(0 Z COL 7o o 00 0 W iM0 0 ON O W O E NO O� wa cn o JVL Dtm 0O 0 V R� 00 0 'n !1 Vio zo W 2 00 H (11 Ca cv 0' OO 0 O 1- O 000 000{ 0 < 1 N 0 O 0 LL 0. JE (0001 W3 3 17n �2 J_Q o O o rno7 000 TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Altemative - 1 System Checksums Report Page 1 of 43 2-17-10 Shd.trc NE O) Z Z $ 0 a` 0 102 Stairs A TEMPERATURES 1A0.-4-MOQ0 C (fly (0000 R' SCO X 010 N- O CV7'- C IAM MN 0 O T- N N- 0 C) pa 0�c0 u_ (Q/i CL CL L 1L 1L AIRFLOWS = M o x ;3-Z; 0 (0 (0 (0 QD (00 0 0 0 0 _ ( CC O to coo M�U)000 0 .O O 0 C 1.1 Ce CLL 1. R 01 01 O C y K I(0 01 0) LL E W 0 0) 5 N Ti d O x w C d% E 7 d d a. 1-2 c,Z4. ww4JJ ENGINEERING CKS coo. A 03 C n (5 O M 0) ' x 0100 W n CID OO C 00 CO (A CO h O O(OONN O MU) 0 HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0000 OM0000)N C 0 a 00000 N 000 (A 00 `0" 00000u000�ci 11'6 0000 OCOO 0000 Oct O O O O O M oC0)U)0001. 00 0 OVINONTY. 00 O 0 0 L() 0 1-(0 O O O O C Y0 -C 0000 0N000N (1) 0000 00000 N0 '0000 0) 001 N (0 "1- M0 Vim' IOA 7 00) N CL y CO N N O - C c • 0 H 2N "m y 0L 00000(0000 (N 00 000 0 NO 00 _0 001 0C1 CO• CL CO VOD co 0 0 C. as C. NN (0 CO A A '0 001 x 0 Y A 9 U 8 11 y 11 Rx 0) t1x 01 11 Coca f6 00 LLC II 11 9J c.J(0 ceC aJ 11 (gU5n00C CO: J @ OC MCOXMA_d(j "0 odeUyyUO U(61_ ym 10 -ISH �...ttca �Q 1- T g N @ (0 r g 0= .p = L pOo" y .Q 0),0.--0,00,008E>. 7 E. 00 0, 'O >Y (6-a(� O 2 mN O . .+Q maa•-.. (0 >(ncnKC�C��dIiQ cy m �tLg (n - c.,�s ay a a (.. _ 'daly>kQ v>,C= � U>QOWO Q(oX0 CD 15 00000 0000 d• M00 M MOO 0 O .i+ o (0 (O M M O .v.Fv O O a6 0 -0) -- )L 00000(00000(0 r00 0, 0 00 O .17 0.ym n N. M co 4- N N 000000)00000) I CO P. 0 ) OOOT- CO .1000 O .0. a U) U) N N O C1 O V 0 N� O a, a \O �t 00000.10000.1 (000 (0 O^OO^00000 N 0)N Z C m O O d' U) H r r r CO CO 2i 2> E W L 0000000 O co MOO co NO O r.- c. O (0 O -•.1 w CO CO O 0) M CO M Q a 0) O C 0 co 0...0 00000(00000 (0 0100 N. ('40 0 N. N JN. I--- E_ Q y N10 + m coM coM M P L C 0. 76 an y Od 44 C Y 0) 1 (Y�pp O 0 C 40 001 N 0. 0 A N (5 U 8 II 'y0 II O y N cw d- O CD OT x d 11 11 O J (0 .O as -O 0 LL I� 01 II A J C Q .N N d 001 d 7 J l0 O O C3 0 c� c J <p O C i (nxxx..00 C z.0. - a. v(no 0 0tn o _1._itv._..ccy..Q 1, woo ) >, >, (y6 _N —c 8 co -,=. .Q C pdy Q = Q .7m lOOLLLLx d Q C >YY 8 f6 -•O �= 3 N ON o - c.-.tq1oms a«: II 'O a (0 1ccocoX00 o_LLQE0) *_i o_ (n U>000WVca)0ca 6. 0)U- > ° )UJ° Z W a 0 W U wa_ N O oL (.) C CICO Z F7- •:( w mo O O0 COO O O If) CV V O O O (`1O O OO U) N M O O O U) Ry 0' 00 0 00 0 � CD OOo(0 o M Ox O LL C 00 sr. sr V O O ((M O I(0 ix.0MO CO x ) O M O) U) 0) LL M O N Z4° 0 V3 n LL. 000 1- c ° N O V W I,. 0) J LU E NO M W 3 5 CO ca 2 JQ 0- vo Z • aLm O• N O y V 0 Z)L N-0 M i::: N N 0.O 00 O O H TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 2 of 43 2-17-10 Shd.trc TEMPERATURES Coo 0000 cco a) S C)O O.- OONnr7 =ON MN 00.-- . O N Cs. O 0 m2.- . 4Q0- O�rL mco u. CO LL U. U. AIRFLOWS 0,T (000 O 00 CO CO N00000 O C O 0) O M M,- O) V' 0 r n P- CO 0 S 000Om.00000 M M CD CD M • UR C y N c ILLL>> 7 (C OfiA 3 E 0 yC�0UJ AC5 d 0 d O S C d x E 7 0AC 0 M zQ E:LoewoeQJJ ENGINEERING CKS 0 0 cc .- 00..- 0O CV 01 N 0 a L0.M-0 U HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK m a) 00) 20 = N 0 2O 00001- 0) O0 O h M d a0+eOO OO O Cl 000 0) 00 0� OOOOOD 000 co � � a$ 4, M.0 0000 CO C CMN OO O MLO O O 0 — m1" (00. CON- 0O Y fa -c ca c 0o. c0• oD- as (0 0000 01 000000,) MO CO (O N N n (0)o U 8 `g II C o , C 11 @ LL �u)0 �(p o2 c o 0 dU yU . 8to. 05`5`8@NTOf N.p C0)0)CC CD C75 a LLQ cu) W Internal Loads 000 O OCOO 000 O CD OR 000 O 0'— OMMOh�00 0 O�C100) .00 0 00 N-04,- 0 0 O 0 0000 cocoa O�OONr00 0 (0 N 0 0 0 0 7 0 0 0 • Q of 3 d 0 '2 d CD 'CJ o C'N CO❑❑�C 7 J o c CO (n2 10 0= cn L '4)10H. La+t 000. L4 C,_ c 0 L Li+d 0 0. c»• QbWOa<cn u) M o 0 M M C oo OOOO 00000CV ONN co 000 O - CD 0 Lam.. M a6 0 0.a 00000000000 MOO M COO O O X 0lqON O N0(0 O O M0R « I� O) I O O M .Cm MM N N 0 N O 0 O• e 000 AS CV00000NCO OMN O OOM00000)01000 00 a1ci `O1- O o-, a (0 lit 00000h00001- 0)00 0) 0000000)01000 CO Z G> 07 0 n CD CO M N MNer (- 0) 1- 000 0' O • co 0) 1'- . - co I- m O M (O .- e- co N N v- 4 co N M 2• i 25 M E—.c 000001_ O N. MOO M OO (0 �0 0 10 7n 7 M M 0) m a)+m ❑ aw 0 0 c0 CO 0 al .0 0000000000 CO00 (0) (000 0 0mJ n 0) (B 0• O O O6.6 O. E Q 0 1-.8 c a (p M(C) C) Y d CO `a4 '0 O A H ^ CO (0m _ Q (p 11 LL 0 N0 0 0 0 - II II �J a, > L R a7 i0Y Qj 1 J • -0 CO - (a C N mTS a)� CZ0c� LLg W J ,(_�0 O O LONS S«N L O Q co D O C C .- O O J .2 1'- .6 L .r c C (0 �. Q 0 U N aiU � U N 1� o2i� 0)7.4 L E c 7ILLL=rt T > >,'S, g N C6 @ 'C $ m= a L .c8-04, N M . Q =D0 , a) Q C CCOGOn0CCDC.95.aLLQ c 0 r _'a2 (i = 0 a 0> x 0 c 2 h. ILI 5 0> Q o 0 W W IY o M (A C7 'p BO M C '0 .(� A 0)LL -J ISO o 00 MO O OM V' O O O O 01 MO 0 ON O0 0 00 CO O O O V co. 00,) O O O N M 6; -- E E S 0 1-. Q OCO O 0 Waw ON O O N0 0000 0 M (0 L O 0 0 o. pLL 0= O u.0co . Ewa03 w a6) zG0 o oouoL J E W 3 3 0 o Ja 0- () O C) Z Q m J0� O0 VN r C O �O co 0 140 h0 O s • O O 0 0 LO M O CO CO 01.0 1� O N CV 0 01 f� O 0) M O .- A N O N 0) N 0 0 N TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 3 of 43 2-17-10 Shd.trc 104 Concierge TEMPERATURES 010 r r in. 00 0 C 0 co X 000 Cn I- N c}r C O M M 0)00r LO CO 0 C) C3 CI cQ a' m 0 w 0): m u_ asetucortrGIY lLLLu. AIRFLOWS 0) 0 00 0 N N O r M 0 0 0 0 N NN 00�NN0) 0 x CO CD COCO o 0)0o00)00000 N O O U c °CCOG u- CI; 0E 3L 01 m m dA d °Mc: C U K E.7 d G 1-2 N 2C 4( C:Ea'W CC QJJ ENGINEERING CKS 01?0) 0TrCn7 C D M N N d N O 0) ,- O MCO C) HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0) 8 0 0) c 0 = N = m p 20 000000000 eh d' c a0.re DD D0 O DD O DN CO O O 0000000 0 0 r MM a6 .0 0 L atom ) O 0 F- IC C amen 0 d a WW O D O O D D O D O CO OD 00 (0u) .0 00000000 00000 00 Cn L a 0 00 Up u J O O c 1 8 0 0 LL c 11 to U o0 0 Up 0 c c, 12 0.000NNU° 8tii� 'S5$mmm-t8co w Internal Loads 000 O DCnc 000 O OM 000 0 00) 00I -O CO1-00 0 0Is. NDON DO 0 0Or000M00 0 0 NI- CD C3 CD 000 O 00)00(00)0'00 M v COO vl)) 0 CD N CD 000 0 co o. 0 N a 10 c o A ;� a A W I0) tE Z o II J .WI �pO0c 0)'J �0 O 1 C 0 0R CINL N, F� J 0 0 it L,M==Ca Q 0) v1 en ooCIEE>. .Q C47.C 7w. N CI C a� N 'GI 5'C> KQQaQ'a0>. c 7 0> Q Ow0a4co mN O N co = m 20 c \ a6 0 CI t 0 0 0 0 0 0 0 0 0 0 0 0.N m In 0 In 0000000000 0 �� N CO4Cn 0 O O N O r M Q)0 O O 0 o Cn u) I- NON. 0) M Vrr CO O 0 O 0000000000 O MO Tr OM O C3 CDC 00 MOO O O 0 o CONN O 0 0°) O v D f- o co r.) a 6 Ino ZY 00000000000 IM00(0 00 O NO CD0g51V 000 8 O N O h O r 1-- C V co -..Tr H m 1.6 c.1.- O 00 ca co m=3 L 000000 0 0 Do 0o N AO O M 7� O O 00 M N CO 0 . m r r Q a y 0 m co 0 i0 t 0000000000 O N0O0� 0) o0 D O CV fn+ m NOIR• CA M N Q VNr f� O N F- -8 c 0. To .4(q m Y NCD 0 7 Y O N C '0 d N a Cr A 2 A O 0 IA en I O a in C« 10 «= d II d J @ c.0 8 11 co II '0J c >'N 0 0 0= aJ 00 c?p 9- m 0 to 0c ni ioxxx°aN- :° iI o b N QN O (5f1 w`"U N w%i ,_ N:� _ O ti C R '- E C 2 i C7 x't >. d 5`5,"- CO CO m'C $ -Q E L pp N .Q . 7 M 0 a 0 a C > Y Y O CO _ 764= O to 0) O - c .D 0 ) Q a+ Al '0 O. to WCAln9-'C7Ud9-Q 0) clam U>QO�WV)a'O c) v. 0 019- J c 00 0 00 Fs CD O OIll 1 0 0 OO CCM O O 00 000 0 0� N v,o q O 0 o(.0 O O CO CO Iq CO N_ 0- 4 a° a 2 00 0 0 0 0 N0 0000 0 0 or LLQ. rt r o CO Fa- 0) lun o 0) m9- COO N ZO u Cn o n L9- 1-- 0 0 W CO Q O O O) W ZQLm M O N CO 1` 0 M 0)oo ci y PctIm o cC) o lei a CI lw c N co. o2 00 0 H La 0 > c < 0 csi O M Ns 7 00 O t0 c 0- .t .t O n. 0 ce 0) 0 3 f0 Y 12 8 N Ucn M N N r- @ 0 2 g ®q Q F- 2-17-10 Shd.trc EE E N0 Z Z o O a 0 TEMPERATURES co CD 7 7 7 0 0 0 C 67 O) 000 •. 0 (D CO 7 S 010 CO CO N Nv7 C (V MN 007 = 10 n NO - 0 C) m a VQ�1cCD 5 7 /i �Q' IL IIL AIRFLOWS co CO c0COO7Tr7CO 0) is • CO M M 0 S 0 0 0(D 0 0 O COaa0)'l 0 0 0 0 (D CO M (O 0 0 t. a oz N CLL LL>> O07XgO) W .= R (0 r t' 0 („1 C zMz = C .3..0 K (5 (5 GH2� AZQ=2ft'WQ:QJJ ENGINEERING CKS o C9 01V. O cr 0 C0 CO COO) (C)N M O N N�c0 O o v7 HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0000v 0 coco0c0 - �o 0000 v(000 OIDr ° 0"' 0000000tri e- I- (1) a°$ 00o O 000 0 000 0 O N 0 0 O V 0 10 VI 0 0 000 ON 00000N00 O OM 00(06h000 O ' 7 N • OC t 000000000 MN 000 0 0(!) 0071, 0 CO 0) 00 CO o) CO C_j O) O 0) v 10 0) O V LO co d co m DC7 r 0 00 O 0) CO • - 0 c? In N o) O • V F- O = N " m Y In -c 0 0 0 0 0 0 0 0 0 CD 0, CV O O O O N- 0 0 0 _ N a 0) 710 b0 0)0. 0 c -0 (d) Cal O. O. CO a) 0 0 g6. J O O O O O C Q (nU �du)p o c 8 ii 6-: c f0 ° ca 0 0•.8 (ai1 ° m mr f6 W Internal Loads 0) O O. CO 3 0 ioc x a a' a) O o._d2CO. L.Q Jr r 0 co -LQ- ova O)NN CJQ(30dd=m m 0- C JLL20) C)H'OZXQQ .0>N 13 C0 - 0><0WOa</uMw CD (0 m - C) E I- oa 0. 000r.000000 ^ 00 NM CO 00 0 0 7 N O O O m 0 0).0 000000000000) M00 CO 000 0 O Q ° N 0 N 00 0 7 0) (D CO G.am 7M 0) 0)(nv co gU Na 7 oS r Noi N m^e 0000000000000 N. CON r 01'- 0 0N0h N000 0 a"..e CO 0 7 N r 0 O "' d 1- O .4- • a6 O- �L 00 OOOO v0000M O)00 CO 0000 o77N- N000 0 70 Z NO CO N07 M O) PtO C)7 CO p 7M 00 Nov co. N7 O) 0 0) H CO 7 O) 7 CO N r (D 7 Lo sa "J MEl; L OOOOOv O v (DOO O 00 7 NO 0 00 0 J .D.. N N CO 7 I!) m0 a+ m O • C d co yr C 000000000 00 0) MOO CO 00 O N (°0 J 0 (") CON00) 0 7 0) CO 7 7. Ea (0+ m 7 O) M N O a I- -ao c o. f6 a N m O 0 -o m c a 0 U v g n a n CO S (n co w a= W 11 m LL J(0 �.o �� 8 II 00 • II 'OJ C6' <p 000OY 0. _1 11 19 O o 0 c3 cLL 8'm m mo o co wSSSrN•`- O a(nUO�pQ2 C.- O O -122-•:0.-«C=W`Q 4-coNUr @`~o Ti `L- °)°� «Q �c(3awLL=+aria a > Y Y 8 m l0 m m $ :o w o 0 of N - O = C .-, s' .c 0....;w13 O. coO W(n(nctc�C75.aLL¢5(o c_jLL2(n 00 X00cc0 V>QGvWfnd'OM(n C9 CLL > Z W IF O Wow wa_ o C) L o Vol 0m Zv W 2 Co O O O co OO O ON O O O O cci• O O ON coo 0 0• M OO O �0 0 �• S 0 k C 2a 0. O (D O M c E Q S 0 1° a a 0 " 0� 0 0 (0 0 M U) W- 00 000(0 O r' N v Q12 a a 0 0 `' O 0 oC pIi o = 0 u.o o. _ � LU Ca W 1- O M N 7 N o (� c CL O i' a. 0• ) w Ce (1) o f0 . 2T O > ® f6 w 2-17-10 Shd.trc TEMPERATURES OIOv 7 c000.0 c (0 7 7 M 0 0 0 �I�nCO 03001003 Nd' 7 cU) M M O)00T- 'O In h h 10 O U ccQ -~6•) pit«��m1i < c o to L 1L Ic- AIRFLOWS C 17 to to ONN^iOLCO) c))OOOO c 0 00 O NNOI0 ON00000 O O U C o 41To cm m O inR • u- 9> r cKx coca EE Enno W d O HrNZasrtxWaQJJmO) ENGINEERING CKS Tr CO N pl(0 to No co 01 N1!) ONO 0 0 N O M U HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK O I - a6 C Y N.0 0) C) c j a aCI _i E 3 • 8 o U V Eo= O 0° TEMPERATURES O)0 r r CO 0 0 0 C l0 M 0 0 0 'P. CO ti r (0 S coo O t0 M CV .- cC0 M Md7 0 O •O C0 I•- n 0 O 0 00 m 41 EQw. c O 0 7 caeziootoaLL corereceLLLL IL AIRFLOWS • 1• 7) t0 t0 O N N �co 01 01 LC)Ul M000 O x c 0 0 0 O CO CV N O LC) 0 C.J 0 0 O O C N C D d CO. l00 0f y O C N k 0 O) w LL W _ O 01 a E••0 V E m_ c «r X (YO CYO I] 1�2E V) Z Q E r2 a' wce QJ J ENGINEERING CKS C u 1..- • 1 At O co O x 000 0 CV 0 0) M CNN r t0 C0 ONO O O N O CO 'r 0 HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK «e 00000000 O(0(D Oo0o0o000N.N. `0`" oci 00000000000(i a6 c Y N L 0 0 0 0 0 0 0 0 0 0 0 en CO C j O - C c • V 1- $o = N Li Y N t aoma f (O (O 0 O.C. N W OD 03 0 0 0 0 0 0 0 0 0 0 0 00 CO 000 0 000 0 000 0 0 CO 0 00)(00-00.4' 0 On CO O co 0000 0 0A- 00' PN O 00 O 000 O 0(000N a-CLOCO 00CV N 00 1- ) CO M 0 0 0 O CD O O O 2. R 7 0 C R IOSa 00 U " 11 i1 m 4i4i=E1 (1 II 'OJ c'I CC0 we =J 00 CO C i io x W l0 - d N N N J 1- .,tt Ca � Q .c a N a C um R L C 7 L L w d El 230_20) •dd�>xQa17%c C)>a0W0M<U) U) N 13 yLL$ wIu I1O0-0O J c, cQ 000 op 0 c +a. o@ 12.00001-6C.).(2 8.1012 O-$ m Or $ (5w -Q W Internal Load: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M S N 0)) MOO O O N M l. O O 0 CO 10 r N C0 U, 0- C0 (10 A. O O O c re 0000000000 O NC00CD N O ONO 00Y7 r N000 00 O 0_V. F- r 00 o 0_6 0 000 - Z GL 00000000000 0C(N O FO OO M00(000 0) 7 r I- m N r N r rf g E t 000000 O o 000 0 O CO 00 O CO • d+ m Q ay O d co 007 �p C 0(7(7(7(7000(7(7(7 ODCDCO A-00 0 v E 2. + m C0 O C0 C0 CD Q • - N N N N H•OO C Q l0 .N, O) d 7 co �. C Y CO -ppto d l0 Y O 'NO c A N n ASWOI a+ A 7=CYO 11 d O N U 8 I I (90 11 'O J 2> jt W d is Y a J II J O Oa O 0_p LL O O C C0 �._ d= 0)d 7 L a� no 0) OHO O a C � J W ...7 c I! (o C C COyQ 15 O � �U N No (Oj% 1--- 76, ° TO N �Q cora E 2 71L OS'C >' .2 d 5.5. @ N f6 -t `O 9 '-"..O E L p N .0 - Q 7, l0 LL N O. >Y�c $ m_ o z (u 0) z - '`c" .....c a« �v O. CO Wcn(nctc7C�saLLQSCn c ID (n ci>-a e> x aao'0 c Q O)LL 00 O 00 >° �O O ON 0 a t7evw 00 0 00 0 CO 0-O 00070 O ig Q 1- N O 1 O -t 0 Ii a O O O i O 0 io t c2 re ZG°' m LL LLI- E coW c U J a 0= C9 0 Zdm ON 0 vu) 1,L m a O c.) « C H a) o � O 0)o v, vo ti O O t(f O 1f,) (N! O (0 OD 0 '4)) O 0) C0 O N CO 0 CO (C) h M O O COCD O 0) e00- O N NO 0) ro 0 (0O 10 N O r Ni NO r M 00 0 0 .10 TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 7 of 43 2-17-10 Shd.trc TEMPERATURES a)O77N000 C N '- ' ()0 0 0 ta�I-.I-- CO S 000 l0 CA N7 10 M co W OOr 1- Q I!) N. n (0 0 0 • a O d Ea~�.v•- oa 0s�mLL (ana�aLu-u.u. coCO (O(0 0 OCO h CO N{000 0 c S Cl) C01 MOO O OD000 CO C) 000000 OLL J 0 ce r y CLL W> 0`7X RR lga `mcl a°i o=w u. EG dxE i-2 y ZQ Er2cGwrLQ JJ ENGINEERING CKS a)C) N M Co)' l0 O N S 0)I' • (0 c)0 C d. N NI)L() N O N N. W oO U HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK co O 0) 1- a. 5 ca Y c a. ca o O 01- 000000000 r�1'- 00000000010LC) O OO 0000000)0) CO M 0000000000000 coocoo 0 0 0 0 0 0 0 0 0 CO 0 CD0 c (5 U • 12 8oc• "�o (oUo'5-C83.§ 0.a) a?0 0U o ol0 m La Internal Loads 000 O O f- O 000 O ON 000 0 6 c 0 C 7OCO700 O Oco1.ONf000 O OOMOOC')00 O 000 O 0 C0 0 071M0 tib) 0 0 CO 1- LO 0 0 0 0M 0 0 0 a to a d is;xaR O C N 00Et7 7 a) o c i N= R 10- d ca -iwI- �..ttca 1_Q cot L •a y E o O EE >. ;<c 7a.c«�.D 7O. a.- d a C0X9n•aa30> Q ac 7 0> 4 OwOa4y Dy O r• A 0 ti (11 0000000000 O MOO M C000 0 00 O 0 0 0 0 0 0 0 0 0 0 0 y- 0 0 T- MOO O 10 10 O CO c l0 e • Et H 0 a6 • z o O 1-m a) co S EL 000000 O O 0300 0 0 g 3= 0, 0 0 0 0 0 0 0 0 0 0 0 00000000000 000 CO 0h 0 0CDC1.1 000 0 O O 0000 ONO OOCTh0)000 OV C0 CO y C0 m0 d+ m a aw 0 m COca 0) 0 0 M O V �p L 00000000000 1-00 " T-00 O 10 R J .... l0 10 E Q + m (6 P 4 c a m e co a) 7 d -pp C Y a) Y 0 CD C •a CD N a co ✓ 0 p - }. A y A CO S N 0) a2 A T ON• O 8 0 II A II -0-1 o >'r.) 1p T. R0. a -I d(°�c 'g82° " _1 o o a OCOX i7m L a Soo 0'2 c.- o _ o J•-I-:0•-„cL W.Q d 5. 5• .0 w m U r p N .0 = L p rQ 0 .0 C w Q 3 c (00 LLI AU -= d 0. >YY 8 m@ m@ 8'0 ;�, 7 0 a) - 7 - c •-.L�L aa.: 3 a Wcn(n�c�C7�o LLaSln c ...71 o_ v) 0>QGOwviCLoMm N Grand Total =_> 00 0 00 CV O O O 'a:0 O 00 00 O ON CO 0 000 Or- n o O e Ww' 0 4 - CO W Tr CD 0000 0 ce co <12 N O ` C7 0 o _ o 0� CLL 0 u_0.. =wzo °3 w 00 0 0 0 0 Q:a I-0 S-7MO S 2-1 O co U 00 v • it;0 >• LL TrO O co CD CMO M � .a V O O S42 tl00 00 m 0) co 0) LL MO N O▪ Wffd° 100 C0 0) 0 O °u_ coo 0) v w .1.E rL Q 0 1- 2-17-10 Shd.trc N £ Z Z 5) .co S' .(6. a 0 109 Drive -Up Tellers TEMPERATURES co co .00000 C 0 0 0 O .4:0) n r- co 0)0 r (( N Nr.r C U) M Mr OOr N- O (( O 0 00 9 bE 0 4aa 202li aoQ'CCce u. u. AIRFLOWS WW 0 0)0)OW000)0000 W WW MMNWOU) O r N 0 S Ca CO (Oa) 00)0)0(0(00)0000 •= M MM 01 MN0(0)U) O O U L Q m C O c d O 0 w. LL>> E0x.c1 a (0 Oui o=y S Ec _co m E m a`0i O 1-2 W ZQE2 WRQJJ ENGINEERING CKS If) ( 0) U) 0)' CO (00rN co 00 ODS (0 rrn 0 • ('J U HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 00001- (00000)( 0000 011.000 t(0 0000oi(0000ao� M 000000,) N 0CD 000)(0 0)h 0)0 7 000000)0000)00 0101 00 12) 7 000 O OW O 000 O 0(0 00o 0 0(0 00)0)00)0) 00 0 0U)010.01 00 O OONONOOO O 0000 00000(0 0NM00 0) 10 CO rr r 0) M N O 0000 (0000 M W M Q W 7 y 17 a c0 A n O d N a Y A U g II yr 11 ox c •2E= R n Oo CIDRS -0o c II II .OJ c.0) 03 re 7J 11 JfnU S O S O C C o o O @ O c i Vii l0 �-� m *° Gd �U y�UO �.@� O w0. () ~ 0) co s-'�O NNd OEt T 1--- c7) 3 '5.-5:g (O (O N i g c c €8...2 c .- - c 7 i a. Y d 0) Q•O Wfnfn�c7O au ¢ c� �d fn �> •01 Z X<<13fn �f'3 C7 0000) Md' 00 O (n (0 C (O o in d raro a6 =m f07 0.c 0000(00)0)0000) 0) O O C CO 1 M r� N M CO0 CV( N V r 0 0 O O O r r O O O NOO N ( W " O r 0) 0 0 C a OOOM MU)000 W NNN OI� O ONrWMOOO 00 ` r r (W a6 000 CO WO)OOOr CO �0r� N O1� O 0(0 (OW 000 N O 41 a� r N M (l) N O O M 0) 00 W 0) Or.- --... Z O w 0) NR ( M OOH ( U) Nr CON �� I- Ca N rrr M CO I. CO L. E •t 0000001 O M (f)00 U7 7 N. CO �0 0 U) 0 (0) yO 0N Net m + co ¢ ac O m N 0..i L 0000(0(� COO CD CD M OO( ( 0 0 W ( COO co 0NN r Wr (00 () r N 0) J iti Q fn+ m N ci r r M ( ui F -8 c 0. id u) CO 0) m c a CO �O a c a a)'0) 10 V o p . n A (a 2 0) O)_ _ 03 1 d co J o�.0 to- S g II ((5 11 �J 2 Z jl co d RY QJ wino `d3 S c°o a 5Ido J o o c. fns=sau).-- o Q Up �dc C.- O O J. 1- :0 �wCCAiQ >YYS(O (O (O -o, 4,= d m0)N O F- ca .ruorioc .c Qai'1'O Q coc Wcn(n�C7(7ati¢Sfn =JCL C)>QOOW 00Ce00fn C9 O O OLL J u z W oL o w O wa J �L o ta C' zo w ao0 O 00 Doo o� CD 0 07 C. O cn E P. (iO c= X 2Q 0L. . O O N co 00,) ON W OM O O0) 0 O CO 0 000 0000) O N `o C O u. a fXL NO I E MO s m O W CO161-O)0 v, 0 1008 > LL V' 0 O u co 0 U) J tr a v, O o a O) (rn 0 co 0O) Z0 Od H W LL V J E y O U Ja o- 0 () Z Qm J o 0n Od 0 (0 PmL u2 0. R U c o° 1 - ((0 0 00) M co co in 0) OD 0 N O ( O N 0) 00 0 0 En 0 c > c 2Q 0 0 M N 0) 0) r O N c O r a W ce U) y O j (O CO U aEi co N cg O N O 0 S1- 2-17-10 Shd.trc 0) E E (0 Z r(o 'S 0_co 110 Cash Work TEMPERATURES p)N ' M O 0 0 C NO O i+O 1- n(0 O 0 S c0CD N h 00 ('1 Tr c I0O) MO) 00- p11)h h(0 c<17." --Z m d 0. o ai Cq rt rt u. .u. IL AIRFLOWS cn L0DOD ap 0 11)11) O N N O (00Tr CD 0 ((0 C)0000 0 S w1) (nu) O vv000u')v0000 C,— rrr r N N t1) r N O 0 0 c g a) C d C. N L �` o 0 0 CLL 0» +0 E O W A (f0 LL € m 7=y=Em5E g m Z< Er2rcWa'QJJ ENGINEERING CKS 0).- I� 0) 7 N N C 0 .4: Co. ONO N M M O M M 0 0 c C o <2 Q t 6o OEE;56 o Com) C1 .L' m Z HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 00000 0 7 '00 N co 000 O 000 O 000 O 0000)0(0001 0 0- OCO LC) 01•0•00 0 0 0 0 0 Ti 0( c) 0 0 0 7 c Y (0)L 000000)00 O C)- 000 0 0(0000)007000 N O o C j ON) (00� (NC)_ 7 N OIC) co.-DV 0 0 TO arum 7 en c 0 0 1- z. 2O = N a Q a u) (n O 0. a 1n 00000(1)00 O CO OD (OD N O O O O MOO O N CD C. 0 c a Ex a 0 'O U p O I I y A i= asl 4i t E= I0 II 07 (p pp 11 11 1p 0 y c w p p o 0 Q o II _10....,-,z0,-..... � 02'2 LL c�p O w B C f0 N O A (�0�o o 1- w O.d dO y�09 V mit ya) Ji7H NrLL Ca co_Q I° O-_ yy -'- Nw (0 U cal L'OyotOE1E T >>p mmmr Q rye c_ c�..L.-nit b dYY 0 m gaV= rn 3 .. Q p (oaa•-« c >1n1n�C�C�aLL¢51n :1a2 1n = ac).- xQ ao, 0 E w 5 U>QW OOi?Fai i 3 0 017000'10000,r M N CD ti N O O O 00000(00000 CO OIC CO 70 0 O 1.000 to 7 (0(1)7 (n O O O 15 li6.1. 000 OON0000 N NMS 00 OM O CD 00;1 I�NOOO 00 0 0 O P. H 0 o w Tt a0 5iE 000000)00000) 701 0(0000(0(0 OD O 00 CO 0(0 Z P.? 1- N. CO C) N M �' NO N H CO N N r- co - 2 E++ L 0000 OM O co M00 CO 70 (0 CO0 O (n N CO 030 0 + m 0 m 1n 0lip• L 00000(00000(0 '-001, O ' 00 O CO CO _I 3 n (n (007 o (0 ai a (0+ m N N y Ha c 0. (6 .y. N .+ C Y O) . O•- a (p 20 O 'O UOp b g A a A aJ > C TO � .ID -Ne.., = I LL JOO�COOc� LLc IT0 C lip CC 7OV)===aW•`- :a Q.UU UpO�G ca o J O -191.-.Cir+CCW(.Q 12 O .0 0 a) u 0 O cc fp I- W o IZ O) l0 i a y W al o- T ,O 71: -5,-5,'8" u' °' 0-. .Q E.c 0-Q Cw.a 7m MS — CO 0. c >Y.xB as 'ET o a) rn Q-c.-.sus>i..:iZ'oa m W1nu)Xc�c��aLL¢5(n c �a� 1n 0>Q oOww0Gmvo (. Z W LL O E W O 0 Wa y 'o J C� t Oc,'m To OI Zv w I� O O OO W 0 0 0 LO LO .. 0 o 0. 0 CO O O O N 00 O ON (00 N 0 oO v O ON 7 13)CID c t 2 < a` 0o 0 00 0 00 0000 O 0 0 t+ O LLa rZa r0 m`0)vOc LL (0 O 0)o >LL 70 O oo () VO) IX -0 (00 (0 S) �o co arn10 mu_(00 N 0 -i) CoL 000 O VW (000 O) W J E�0N W 3 t C 2 JQ O- V Z Q.0 N O O Jt;2 NO T- O 0! O0 c)N �.mco c? (0 M N Q. co CN 7 7 0. 0 0 0 0 H 2-17-10 Shd.trc ai NW ZZ •s cl a o 111 Stair B TEMPERATURES M 70000 00 OO O 'wm r-nO d � x c (0 M M 0 0 O 0 00 C Ca�i.'~O•- paa�2001i aC��u-u. L AIRFLOWS 0 0 00 O O O P (M O N 0000 cco x c 0 000 O OOP(MMNO 000 O O 0 z S C R C d N O W m CO y LL LL IS W.fly Ia Ia `m7 d oxwcdKE�d and 1 Hr2 N ZQ c22tWd'QJJ ENGINEERING CKS awl .-- 00 C 01 co. O '43R'-0 M m x 000N O N M0 C0)O NMM .O O M N U HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK O) co 0 0) c N 2 2 C r e 0 H a5 Y c L 0 MWM 3 O clj t CD C O. (nm CO cl 0. 0. N (i) oO 0OMM000007 00000100000)M O O O O o- O O O M 0000 070 000 0 0.4- 6 6 6 7000 O OM 0 I. (0 O (0,- 0 0 co 00(C)00 O O OO L0vi0000 O O OO C'))00000M 0000 0N.00N NO MIM00 CO a0 00 7 (n a0 co 0 0000(+)) 0000 (0 M (0 in � M 0000 N-000 (0 O 0. 0 7 0 0 JD cm N O A A 'd 0 d r Y A U g II a II Rx O)�Ex a) All G(6 C..O cis 'g 8 LL II 11 .7J C Nat we p,J II dcnO O((00 Ea C tail J m O o c 12 cos y d loa CO O O'==Uy NUO 1V9,�«~ a) wD.V ~ CD le �. 15 'n OE`� T F. _. 5. T o m ert m '0 4— _ -0 c t 0 O - 7 C 7 i (DY m a c U>Q0III CaQ0 0 C aI d C I� 0o 0. 000I)70000N (000 O MOO O 0 r co M M 0 O = m0 0 0.0 000 M^ 0 0 0 0 0N. 0000 M 0 0 0 Q a 0 CO N (0 N ' CO CO MO NC a) V) .571„? 00.07...:1-(74000C42MOO M .01.9001-0.41,.M00000 o C . . d1- O I` a5 ,- as L OOOI,d1M00000 0000 0000(00 (ON 000 (0 (O r Z 0 O M D) (0 � n 0) 00 (n O+t O M X00 I- 03 v- N _/ a2 i> E (It 00000N 0 N 700 7 Opo v NO 0 0 3...1 O P .n- P P (0 N. co 0+ m co Q ay o d (0 0,d -C 0001-O)N000000 (000 0 0000 (O 00 (moo co M°)v ncoo c°)o coo (� v J 0 a (0+ m N a i- c 0. Id (7) N O) c0 -pp C _Nem Y O W C 'Olp 0 .IV a Ip A 'O 0 A y A O x (0 m w t= W o U g 6 n d JN .O(6 'O LL II a3 II (90J C�Nddmd 7J 11re O�dC3gc� as O -6 0=m coxxx«fn•`- O.N U O V) Q O O C O J a) 'ii). J« 1' •= ` o 03 (• Q 1O d5.5.4gu"n=c C°=-00 Ct§'�~0 cw7C(70LLLL m6 > Y Y gm(oo) mg:Ft;C 3 H O N 7 -C.�t 2t O..: .8O. C0 cowre005ri_LL¢ =(n _Jo_2 co 0 0 0 W >> x 70303 umatamm c.. >0 Z Wco LL Q W O U J. w N o L �mo.15 _Z U w MO O 00 MO O O0 O O O O 0, 0 0 0 0 O O O OO O 1-00 CCO < a` co 00 in. 6 (f) 0 (n O (A Q O O 0 0 0Ce 0 O Q H M 0 ` O C7 O px pLL C- G ILa 5WC23 W O 'I' (0 N O V; O g 7O O co O 0 CX .O V O CO x7 Po co rn (n 0) Z oL N O N O co i (0 I- - L 00 0 O V W 1O O) w (000 w 3 o U) oa - 0 c Z a.0 M O 7 JUS N0 0 O O0w c.)N �,.c 0 O (0 (0 V� NO O CO COla CO N O 7 C) p.. 00 0 0 O CO 7 N O O) .- Oas c as co ce o E 0 0 3U U 0 CO N (n O O O d 1 Q 2-17-10 Shd.trc m E 0 Z Z 0 �i m . 0 O. 0 0 'c -V a CD O O N o E= NO 00 I.f. 112 Mech - Elec TEMPERATURES 0)00 7 7 0 0 0. 0 c� CA 00 I0O CI CSI- CO cox 010r 1-N NV 7 = Cn co 101` 0 0 ' m a cn r` n 0 c 0 _ ac) c a .L,r 'r0 co .7. • a�mli NCZO:Ce u.ILIL AIRFLOWS 00� �� O C N to I-N1�0000 a- N 0 1 O� O N M 0 0 0 0 • C' d C Ca C a) O H x m O) 0. Li.LL >> O x Ca CO W - E� Emc«i.s xCOCO (1)24 Er2G'w <.iJ ENGINEERING CKS co N cot,. (4)Is. 0 MO cM V N oc�)o� N� HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK c 0O 000100000 CO 0 00000000 O OVN `0"' OO OOOcc,,)N O O O a6 o) m3L 00000o000co� N mom m 00 V• N c C (.)r 0 m N L:63 y 1/) L 00000N -000(0M -e, .,:t dtnm 0 00 O. O. CO CO a ✓ 0 U 6 n ii J 0 0 c m a- LL c. (00 0(0 0 c _c1.5. • :_U rninU_ 0 CD 0 p 5`5. g 0 CO C6 g cc `..Q >u)u)nceCDC7�at�Q c0) W Internal Loads 000 O OLC) O 000 O 00 000 O 00 OCONO.10) 00 0 OCO 0)00(000 0 000)014)1-00 O 000 0 010 0 OCO0011) 0� 0 0 000 O 1'- O O O A o co 10 n U D.a co N CO N c ITe CD CD N � r .+ M CON0. O M CO) a) L 20 N cm () O O O 000,)00000 0000 CO In O O O 0 M O CO 0 O 0 0 0 0 0 Tt 0 0 0 0 CO 00 O O 00 MOO O CO CO 0 c ta 00000000000 0000 CO OCN 0 000�)CAM000 OO N o .... Ci L r o 00 co o O� Z L 00000(00000(0 000000 000 OONMN000 Ul O m N N 1n in CO �10 r I,- c0 3= M> E1; L 00000,- 0 - OOO 00 A0 N 00 0 M GGG 3J m d+ m Q O. y O y Cn 0.p t 00000(0000010 0000 00 1000 O O) aJ m - V• CO E Q y+ N i- -a c p, Vs 4.7 a) cod A N C Y a 0 a c 'O O N 0. Fa- r@A CO CL i co II a c CO COU b 11 0 • A O 'OJ �N-- aq�C�OY QO 11 -015 0 0 c3 o c� LL c W 0 i0 p c `�N===aN L 4)CO 0 0 co 0 0 c E .0 •O J Q J 2 r .a L N c c O L Q 1� 0w..0 o yU O 0 N h C oco po. V F' C L E c 2a/{�_'t ,` b > Y Y O CO CO CON 8 13'4= 7 a) 0) N V. z - c Q L ? CO a «I ca 'a O. cTo WM o WCnCnXU' U-` LLLLQ c C JLL2 0> Q OOWMC:O�c, LL U' a)LL J° Z W LL W O U ILLIa N .O 0 15 C.% cc 0 10 z0 F - Q W 2 00 O O O ON O ( .4:0 0 OO c) 7 O O O r N 2= w d v c >K t E > m cow L X0=0 < o. x0 1- N v CA CO CI 0 '- 00 0 0 0 0 O0 OC) CD cn � O or as cn o 1N �O CO c0 O 00)) 000 N h O M LO f` N O O O 0 0) M 0 COO CC) 000 )�O Is 000 70.7 000 0 o 0 > r2 Q 0 TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 12 of 43 2-17-10 Shd.trc a) a) E m Z 0) CZE _ N Os f0 LL 0 113 Unisex Toilet TEMPERATURES O N CD 0 0 C- r 10 0 0 0 n n- 00 00 O c0N N 7 c In c) C+)• 00'- olnnnco O 0 3 310 d C Q .b ---t Oa.7..O1�Lm1L Q c0 Ct C1 c c c N reLL LL LL AIRFLOWS 0)O 00 0 00 c0 LO LO 000 0 rx- cC Ct X O 0 0 0 0 0 0 0 0 0 N C d' DD a u. >> 2E x sam y 5 IL y y `5- 401 d O S y= C d K E 7 d Cyt O 1.2 N XRCE2CeWIXCE..1 J ENGINEERING CKS Nr tA�.en COOCOO cON N C) 'ovo i°i°:= O N 0 HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK .+ 000000000() C) C e 0000000001OLO `0-- 000000000coco a6 Y yL 000000000 CAD) CL CO O 0 V ~ N N Y y.0 oooco a. m 0 0. c. N CV CI 000 O 000 O 0000 0100 0 C") N0 OM 00 0 R 0O)CO0NI: cO00 OIN 00100.-N 00 O O O 000 0 000 OV0)0NCO00 NO ao L 00000000 0 CO CA 000 0 0 0 0 Y1• c y 0 6 g n 00 oS C 3 O C Q LL c I!0 yu)O ocop O c c 0- O.Nm0ywVo 8`1. °1'.Tg��r`gy--0 >CCOCOoe 90 o_0:¢ ccs W Internal Loads O CD iv o x d 0 O y C 1,1 0 d 7 d II1 A J c N d Y d g! J II m O C ca iox y y cor A2 10 J°I- ..m!ca-ao .0§'N-0 colt`c03ooOEt>. a d a Qc� U. 0>WOM•C0 ) 0 0000000000 O NOON 000 0 O CA 0) 00000000000 C+)00 C") CV CD 0 M M co O O O .� - 00000000000 MOO M OCD M1 O 00(0w1000 00 o O " i-•- T 0 0 0 0. co 1C)0 Z «L 0000000000 0 CVIO0 N� 000 0 00n MCV000 N) _ O m co rng ~ 2z a= 2> EO L 000000 O O 0000 00 COO n CVO O co GG 7 J N CO CO 10 CO e+ m ¢ • o. H O d to O L 00000000000 0,00 el N00 O 00)) CS J « c0 (.1 C+) EQ re+m di 1= c c. CC j le y �' co Y m c CO 7.4. a `�`�'0 0 A y A 47 CO 0.r x 0 11 4L, CD 11 T O JON 8.O rU0 T. 11 as • II R O c 67 4 5 w Cytd 7 J IC dNU �3 g c� m o 'di O c i Nxxx..ce ` O O. Cn D O C C ._ O O J ._ 1- .O L r c c y L. 1� C)5+5. yy—'i y=-0 E t• pp V -0 �wQ 7cc70 LLLLxa) O. a > Y .. CC C4 >/0 y .a 1C c Ct CAN - c - c .-..c —2-.c Q... '6 O. 0 W co CnXc�c7>dLL¢ Ccn C "Li a_ co 0>Q 00WCOOeG�u) CD 0/1.1- > 00 O 00 CIO O O Un 70 O 00 cc) O O O N 00 O 00 OCA to 0q N y}, 00 0 0 w 0 0 0 M— (O 0000 O Q 1-- tl) 2 O o • `ox a— o— U.Q. 8 la �UJcej W 0 00 CD 00 CO a m co 0) 11-1- 0 0 N 0 0 0 1() n F CLL NO O NI- () W coo O ) 0 Z ace M O Nt cCO JVD O O O e O 5 () U) O C MO n 0 m CO O c0 y 0 o 0 7 ° 00 0 0 1- 31 r CO C l0 Q 0 1- O M N O 0) 01 O N o EL • g co '1)),2 o E N 3 Y 3U U E U d ch N 0) O O U d 1 2-17-10 Shd.trc N• y Z Z 15 S N O 0 114 Work Area TEMPERATURES 000.T.. 0)000 CCp r r 0)000 to taconno X m 0 0 0 0 N 7 C 0 M M I.. 0 0.- ' 10 0 N. (0 0 0 0c1 E042 -°•C fm 3�2ma` U)CC C� I•1000LILIL AIRFLOWS mMMM O N- n 0) co N (o000 0 C to 01() MM 0(0V co tux c0 00 0 M((0)O 1MC)OMO 000 0 0 0 C Ts co3 t. `m0u. mm0C>> o`3Xj m) E =w c K E3 a 0) Z2a'Wa'<JJ ENGINEERING CKS m0) 0) 0) C O) N M Co O r- co X 0)0) CO N(0N • to to N 00 O M O NCO N 0 HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0) s- 0- 0 0 Y y .0 00)) 0C) arum p UI- oo00000000LO 0 0 0 0 0 0 0 0 0-- 0000000000)0) 0 0 0 0 0 0 0 0 0.7 NI - m 9 00o O 000 0 000 0 0 0 0 I� N 0 00) 0 0 0 00 0CO007-00 0 O� 000)01-N O.O O 0000 0' 00�N0^000 0)00 ) (D ("? C*;o Y y.0 0000000007 . 000 0 00 0 d d 0) 0) 9 afAm c.a CO Vi OA U $ l �i:po°Uo$ 0 $° 0.o a) OQ)yUo no 5, l° 05,8mmm`C$to=.a W Internal Loads 0 CO <0 7 01 m ;,x a 0 O CO y Cw-- d7 Q 0y1 11 1 A 11 2._1'O J C 'N t0 C J to O C co I j0 d (n 0) O J21- L«0020- �Q O t§'ya ° c3Lo«EET a �)a2 ci li i; > xaaQv%c 7 0>aOWOm<tl)nU) CD 00000000000 0)(ON N MOO O M N CO 0) O 0 O 00000000000 N'00( CO 0 0 0 '4)) C 0--e 0000000000 0 er '0N 7 ON O OCC? 00(+)000 00 m)0`r 0 ( d I- O 0, a6 `O O Ts r 0 0 0 0 0 0 0 0 0 0 0 N7 00 N 0 OM 0 0 0 0 0 0 0 0 0 1- (0t- Z Om 0)0(0 0 t() r N 1. - (.4 N 'c.o.. 8 E L 000000 O O 0000 CO o0 0 MO 0 0 31 7 CO CO to (O (.O { o °' + m Q a 6 O o N V.p.0 00000000000 d' 000N 000 0 h 0-J m I-O(No C) 0 nr NQ M+ '' N N 1- C O N N co 7 d o is- am YO a c ^ y n 100=00 w 0.=� A a m 0 ii ° o y C l0 R Y a 0) LI (0 0 J- 81:1 23 'a LLc l0 II /0 CN 41dda OJ o coca() U O p p �c •c O 0 -J O J O 4 s y .x,,, C C t«0 N a O ° m ,- an 0 UF. p $ m l- i co AQp) F- c°14 t_ � � LL co Li = = T a >YY $CC @ (p 0-p `�_ 01 tTN N - C.- L�L O..: Cw)'6 0. C Wcn(OCCOU'5iOLL<CC/ C_jQ (/) o01.0co>X7017C7 1. C)>QGOWuutamco C9 coo 0 0 0 00 0 00 '0 0 O 0 0 CO 0 0 0 0 0 N C. 0 0 0 M 00 0 NO O _ _C1) coo C X y i< a` 00 0 000 to E a5gg0. 0_ x 0 1 - CO (.4 - R(.4 W - re Q 1- N 2 0 00 0 00 0 CO0 0000 0 `ot O IL 0.. v, o rn 0 QD W J E too h W 3 0 O M 2 J- "51 0U Z dm (oo v 0 J C) 2 0 y 00) VN zL MO M o V 2 N O N o. t0 f0 N O N V. 0°000 0 1- , > a. 2 Q 0 TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 14 of 43 2-17-10 Shd.trc 0i E (0 Z 2 10 a 0 115 SD Vault TEMPERATURES mM r 7 7 0 0 0 C (o)r' 0o 000 47. N- LC) x moNor C M MCO 00 0 O n n 0 0 V AIRFLOWS c N NN O OOONNO000 0 d x 0 CO 0)0) O O O O NCO 0 0 0 0 0 O O C) C g d Ti GU) 0 X 47.E d (O0 5 1'r2 N zQ cg Q.' W G' QJJ ENGINEERING CKS mN") v o co o co d x mM 0 r N 0 C O M N C) N p 7 001.2. M O N CO 0 HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK .5.1? 0 0" 0000 ONo: 0000ri F. I- N N a6 00000(00000 (A 0000C/700007 000 O 000 O 000 0 0 COO Or (00 Ino00 0(0 OI-NOf.r 00 O 0� 0000 d4In00 O CL 00000700000 000 0 0(000 OCO(0ONM00 W 0 O _Ng y L 0 0 0 O O NO 0 0 0 O NO CO C r0 3 In In a m 0 (0) 0. 0. to to a tl) O 8 ^ a LI II y(000 U()0 O C ' 8 12 CL 4)0)0 ,-(--,50.52 U mE- >CO600000)�a1L'5'4= c0) w Internal Loads 000 0 X000 O. 0 30 co ax a co A (a0x CO `i 4it E2 R 11 11 0J N cc rt QJ 11 0 00._V=.27... O pN J._H iw C �Q ta OIN K .0 Z., a� ('aa`a`' d v a C :aa co "mac)a"cQ-or,,aa V> Q O>wOaQv) 3m C9 0000000000 0 CO 1000 (A N.0 0 d G e ` r n n 0E - a5 00 5) L 000000000 00 (1000 10 (0 00 0 0 O. N m to to r r CO (O N 0 rn O O O 0) CO �� OOOOONO00oco N00 N. 0C)000NT00)000 OO V 0 v O `~ 0 et.6 G( C --S. OOOOOCV N 0000 CP ON O OO M0N000 Za CV F m CO L m 00000 O N (O 0000070000( CO ( 0 0CfD (ID 0 M N O OTt ((0 X00 (10 (000 0 i0r-- co CO 0. C Y m a A ' a 15 0 C -0 d N Z LO 1113 C -O NCO 0 b I (p A'0 o '0J C >0 in N R 41 AY O.J d�Cj�ogc� LL�m 0 'm 0-L°OtAxxx—u) O. w0OC C._ O O J.2I-9 L. CC(0 yQ O« ._ _° N N V O U E 12 0 z pq2� () 12 0 (0 L 2 7 LL l0 yx+ t !, 76 >YY8mmm.$.a . d c. y O —CQi�i G..r V'0 O. W(n(QW'—U' U—'>n.LLQSW C J0 C) EOM 0>X 07C 3 A 11 II 0 CO CO M O O c:! J°O)LL �O 0 0� Z Wil" ro o Oo OW co O ON W U No 0 0� WQ V%'o JUL O.�m 00 O ♦) co 7O co V (0 Z_v Q w O (O (O 0' N CO cv C9 0 0 0 00 0 CeY (000 0000 o Q H N tl) 2 C9 08 LI. s a o co x� 00 co am L mLL 70 N Z0t00 r w LL +.• 0 O Uw° mco o O J E N. O O O U Ja o- Z Om 000 CO J(p VO O O D 0(s ci a N �r::: 000 N r fV N 03 00 0 0 2-17-10 Shd.trc tar E (0 O Z Z 8 .Ns S a 0 3 2 CO TEMPERATURES 1310 '- N O 0 0 CN.-e-MO6 o COr I0 SO x 0)001!) 0) N7� Lc)(0 r' M 000 0 t) c ca�•0Z p0- 2 CO 1i Q )0 0 0 c c c N (Xft CY LL LL LL AIRFLOWS cDOCOCO 0 0) 0)000ON N-000 0 C 00 x C CO MM 0 CA OO CO CO0)0000 O 0 0 C To = C dIAL Sa CIL LL 10 > 0` O x R R 1 w' •5Hr2Nz4.E waQJJ ENGINEERING CKS 0) N u C 0) `- c 0 N CDS ca N. V. et ti MO CSN CV LO (0 No CVt. 00 O cA) U r HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C o o • 0 H o = N 20 0 200 000000000I.N- C • 01 0000000001010 o "' 0 0 0 0 0 0 0 0 0 0 0 2 P- e 6 a$ Y N= 00000000010 to 0 0 • c0 1 CO U• ) 00000000010 011 m a0. U) CO c '0O o U go @ v `m 0 yfnU o�p 0� g b LL = o:9 o:�,gim$f6 >ccoccocco 93alia =v71 ii w Internal Loads 000 O ON -0 000 O Oh 000 O Oco 0C)‘-0 CON 00 0 C I- 0 N10 00 OOaa OM 00 O O O 0000 OIno Oaa NOcoa00 W 03 0000 C4si000 0. is 7 0 is is s 0- l0, 0 u 010) 2ES1Ya 11 0 H 0�'GC C)O 0.....1 0 coIs �J C N d w _� a) O L C 00L4)xdmOfa:o. C) J 2 I- L .1r C L z6i 2 O =•1—° L c��dOy ma J)a2 vii=CQ-22aia a,aw•a 0. 0> 4 wo aM 0U) O N N. 00 20) 2O C e 000000000o o F a6 O 0) L 0000000000 0 0. •1n co to N CV00 CV 0000 0 v00 v �00 0 CD CO w 100.00 ' Grand Total =_> O co E E OJ . C } CO a ai 0 00 -C 0. CO u• i to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO 0 0 0 0 0 0 0 0 0 00000000000 0 ii" -0 o U g s� g C� LL 0 a (n _0 w .U+ O N O O C -)N I- 8 2 1c:ccooCnrt�UsO_ 4 Cin Internal Loads c000 CO 0h 0 00N0)C)000 0 0 0 0 O O X00 CO O� O 0010 co CV s00 3 0 O NO O LO 'Cr 00 v 1000 0 co CO 0. 0) O 0 w C Y 0, n 10 x fA o).r 0.2 1.O. X_m o.niI J .42 a) L.+C O L� -112. °) I° O) 1a L E 'O a li c x E T Cl� -0 C._ Q Om 100 0 0. J) a 2 in c a=) 'o L -...c x c 0 o c c 0> Q 00wc rt0Zu) O m A ii �LL 00 O 00 >0 NO O 0� v,o 00 c0 0 O 7 O 0 00 O O N O O 0) O O C o L x < 0 O N 0) 0 o 00 0 00 0 00 0000 0 r x w L L 00 LT a. Cu r w x� co o mLL OO >• LL '17O 0 CO 111)) 0 cfi J 0 2-17-10 Shd.trc 117 Conference Room TEMPERATURES mt� r r C0000 C 0 0 0 0 O n ti O S mo r- Co Tr N V c(0 N MT 0T- - 0 r '(0N.r`r` O 0 1-15 m E Q •O '- paa�2mCO a N rt LLILIL AIRFLOWS 0 CD CZ CD C N NN S O) ro O OO) 7 7r7 O O 0 0 Tr 7 r O) r rO O O O O <I-v'NN`0 O d• V O O)6) cr0000 va Nam C C g LI tCO >> 2 C x 03 0) 2, =O'6 3 £C U E J- C_ w K x N d O I m V) ZQCr2ZWa'<JJ ENGINEERING CKS coca CO C O 0) 6N0 y S CO dO W C0 (0c (0 cc(0 Or •N 0 HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK ...--..-.0C) O O OCD OOO tO C) Cra OO OO rOM000C0W O" 0 0 0 0 N O O O O r� O 2 H M Tr a6 cCt OO OO M OO coO CON a (% m CO (0) r 0 Ti c O = N 2 0 0 L 0000 -0000 C0O Ta COT.CO N O gC 8 IIOC dig83noa2 5E 2 O.d .a—) 0 co 2,U 4 8 ml° °-_$mmmr$`°=a >0)ccooceCDC93a5Q c0) W Internal Loads 000 O Oro 000 O 0(O 000 O Oro OI - r - O NCO00 O O M N 0 O N 0 0 O O ON N N 0 0 O 0 0 0 O 0 0) 0 O N 7 0 r CO 0 0 O 0) (0CV U NM N rS ri v 000 O 01000 (o A a O n (0 2 0 O 0 O M r 0 0 0 0 03 CV N O V r 0 0 O 000(0)(000000)Ul CV N 00 CCO W CNO O O T N O to0 r v v r O O O N co C 10\0 0003 NN0000� (V ch (b 00000- CO a 000 p o - O a) o c_ I- o S a6 Mla laL OOO M rr()0000 CO NOCO O 00 O CD CDC) �CD00 O OQ CO Z Nd' r00(O N r1) 073 N N r 7) r 0r- O n . N. N (0 CO I.- OD <1 V .-() 7 0) 1 - EE« L OOOOOo O O 000 O NO O 000 O CO 3I� M N In CO N .1 CO d+ w N 0 a_ ,4 < c co 0.j L OO O M'LOOOOOO NOCb O NO0 O 0 rU6J 3 rN^ 7 nt ON)OO CNO l0 O OD ai Q co + m Ni. d' M V O N i=v C a to (n N co 3 y « C Y o) 7 J5 d-ppO N c 'O N _" I a r6 d U A n W=0Oi O�I o Cor A O O N - O IIIJ >•j�jd W Y O• Jo13 C0 LLO0yya3iipCzOC TIO C.N=NL0OmpN OJ O H C« C, d1OpC a) o a 0,0:30 N hUCU h o a 1- CD UL E9 NIL St y5.S,gm N6-tgy=.Q t at' a 5•_Q 3(00 • LLy G e ua;o'om`=k3c3 W c)u)CCCDC�IiQ p �2 ) m >o]>Ww&om i C7 o)LL ti O O 0 O >0 0- 00 O O� Z W °L ' o O 0 0 O O O O N VE O 0 0 0• O U N 0 C 0 N to; O w. o O U) N O 0 0 0= O Ul a12 N N N 2 L O 0 p O L L 0 O� 0U. O_ LLa =wa°�3 w 0)0(0 a rn Lo rn COL_ OO N Z° CO rr 100 r LL s• 0 O ciW 00, J E c* ° -01- 1.1.13ti (n O J_Q Or U3 Z • ro r- r0 COO J0 O w 00 Z L C.' NI V OO N N to C ay+g0 O N O 0w 0O O r ti 2-17-10 Shd.trc a) E m co Z Z _ 8 y a o 0 0 co TEMPERATURES mN r 0 0 0 c 0)77 0000 • O co (- I- CO X 0)0 N M N NVr CC0 NM-.00� z N- N- O 0 mE0«� Ga«alma Q 10 0 0 c c c (/)IYIXxLLLi. LL AIRFLOWS coCO CO c.0 O V t7 N CO 1' NO 00 0 C N N T x O N N N 0 V 1' 0 CO N 7 0 0 0 0 C N RR N N T N N O 0 c.) C 0 2 oM Rd d L Oo>> oyx0 O yLLca R•- WAo G I-2N2Q52a4QJJ HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK c 0) 0 0 c o = N 20 0 2O E v 0 O 0 i - a6 ▪ U)CO C O 0 a(nm O O V1 - L ai E co d O U cn E 2 000 d 0 O) TEMPERATURES O;1n r M 0 0 0 COr cd. 000 �0c0 ) N- n S co 01` CO h N'TN 7 10 N M r O 0 T- 11) N. 11)1-nN. O 0 E, EQ.L.- pa}`o,a�ma` Q W o a) c C c N ctizctLL LL u. AIRFLOWS 0, 00 0(001-(N0000 V mt N N ct M R0 r S 0) 0) 0)0) 0 V V 000)V 0000 C N N N N N N N 0 0 U C To 43 5 'EL 46.,Z4com w cLL,co» c,,A;°0)) a)ozw=dx�mm0 G Hr2 co ZQSr2& ILJ 4'QJJ ENGINEERING CKS art 0 C CY? trii S 0) ao co 1• GOOD r)'7 co CO O0 co r V N O C) 0 C � O Qs a i d 0«a ettolz HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C p 2 1 - it 6 aa6 C Y0 L 01 (0 C j 0 amm o O c C.))~ to N O = N L m coo C 3 3Q CD amm 20 00 OO.. N N 00000)N000c01- 00001-(0000r1n 0000 Nc000000) N r M 000 O 00) O 000 O OOD 000 O 010 000)0 NC000 0 0 d; O)0 COCO 00 O 0010 6 0000 O O OOOO ^0000 n 000 O O O O CO0 Cr CO N� 00 110 ,?,,F) 000010 CO000000 N r- I� N n � N V O) O U g A O co u a diO0 000 0 C C•r_d m O-w::U yin0 o (2) m1° 55.8 m m ma g m=a >U)U)CDC9�nl.liQ X60 W Internal Loads 000 0 ()00 0 a is R=ad a) 0) h N A l'OO S O)__ZE 1Y0 I II O C N«66, 0 a) 11 A 42I - N J H ..« 0!20.< O aCDk===Lag 4E wsa m 0) t` S 0 O 2O 15 0 000 CV 00 00 (C•010 a$ 00 L 00000)) 0,,, -co 00 10 O. 0 CO 0 CO C M MCn CV 10 O M r 0 0 O VON 00 (000 O MO r 0) M CO 1- 1.0 co_ O O O C �o � OOO�rr00001N MNCO V 0h 0 00. OoC)000 00 al r 11) 0 O t. I- O 8 a5 L 0000)NNOOo0c) MON 1n 00)o00V1-00000 CO O)(0 Z 0= Gaon CO ^110 n 0 i MVO' • N M H co M M r CV c0 I.... 1- m m C L O O O O O In O 1n 0) O O O c0 O V CO O O 0) O3 3 M co (0 to co co (0 o N m0 d + [0 Q a. ca O m N 0w; L 0000)NI-00 OO CO VONO (300 O 0 O.'J m 0 aD M 0) (MO 10n_ In M COD QN + rS ri r (.I tri y I- •pp c 0. Ny N « C Y m p 7 1100 y C 9 m N d WA 0 p . A y A CO i CD O N C« +.' 7. 7 S m 11 O. d J c6 c.0 NU OLi. II II '0J C 6.10 a1 m WY O.J woo E O g c- — N J W O 0 U)2SS«(q `- O O. Up0c N" O y U Jam, 1-.0i«Ccm�.Q 0 w U 0 y U F. U N 1- 10 2" 12 Ol 10 !- 'O y (010 !1 7, -5.-5.4g NN0-t8co-�•C) L0'N.R EwQ 70130 LLLL=d 0. C CMCOIXOC7auu (Cin �' a,Mcn 0acrookxo03c3 W o> Q C0wcoQ:o cn 0 O)IL In O O O J° oo o Otto ZCo Vo0 00 Qw .o 0 00 W U .O O ON w Q O 0 -9 0. 03 0 O 0 (.i 1!1 0 O O c11' o. 0i0 Z o Q w a1 CO 7 0 O 11. re4 an 0 000(0 CD Q H 0 O C7 O ` 1 O 0 of oLL o (1 0 o as =UJc W IX Q 0) O 9 S coo co CA 1n 0) Z Q LL O O N co O 100 41 LL IS0 O 1 c° 0w n 0) Z GC Ino 0) (o in o 0 Vo to Zam M O 1n co. V � 0 O r t` O. (o N c OO r P Q 00 0 0 1- c0o >Iii RI 0 2 Q 0 1.- 00 CO N �O 0) 0) ZS!' 0 c 10 o a E OD oe ® E Y U c0 L U co �Np (n > r ® c 434 LL Q 2-17-10 Shd.trc TEMPERATURES ON r r 0 0 0 Cn r,-0) OOO CO CO N- n0 X 0) O n M CO N r C In N CON 00 C O n n n 0 v m C EO 11--. 9ct000ccc • AIRFLOWS 0 ,- c�41 O 0 C.) O N CO I- r 0 0 0 0 O N N O N CO O,- N N 0 0 0 0 N C .0 LLR>> .OcW W0f6 -0-a"ioxw�dKEamm G co 2Q520.'101XQJJ ENGINEERING CKS N CO n 0?OV CO� C U) r O) O m NOD CO CO o yr v HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK ;Ca'0000 vv0000)O O O O OI- 07000N- OD i O o 0 0 N r 0 0 0 0 CO a5 000 O Ou)0 000 O OM 000 O 07 00),-00N-00 0 O N N 0 0,7 0 0 O O O O door-,— 0 0 CO 0 Y 0t 000OCOO OOOON 000 0 0-0 OCON-0If)•1-00 a7 d d 0 CO ,-- f010 c00 7 N W c<0 ,- 0 O N CO N M CO p _ O c V H NN 2 "m Y ca 1= OOOOcn00000OC'J 000 0 ri N00 0 2p o CO o3 0 CO<n Od Co m N M as Coco 0) O C7 a 17 w A A '0 60) y a. A '0 Ucis p 6 II N II W x co t E E ID II JooII c3gC� LLc76 76 11 co, c NaGG�d 3.. i °U)U OUp o c cop J 0 0._ co y -rum coa O °� mO y yU o cu 2 J.. F- L..ts c = 12 40 E8 °��c"=-Co0w-a l o a c =,.....)..,..=0,, . y dOy >cncoX0oQE� ;O00. c oiaa w 0><OWOM<COMCO 0 CO 2 p C -61e 000 �r00000 COnN-ON CO 000 0 00 .... r N F - a6 0, OL OOON N- OOO OOo 0CV CO CD CD O O. 0 ° Co a) 3L,:!.7,09 N c O O r G) CO O O O 000 CO r00000OD N00 CO O� O O OO Co MOO O O .� o r O f0.) °v 0 d I- O (0 a� .0 OOOc_OU)IA0000 N OON CO 000 00,-00000 O O Z .� 0) r N I- O r CO I- CO (0) O O` O CO 0) 0 U) 0 CO CO . N. N 0 CO O U) r N CD CO n 212 _ ? 00000 0 �00 CO NO M. OO 0 0) J N M co a)+m 0 `0 Cn L OOO M 000000 0 0) (3 0 0)00 - at coO cU1 ai QO.Jm N+ C) U) r N CD IN I- a ca 03 4 N ....0 _ 36 N 'O 00 A N A .0 co +. 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N -O 0 x p)0 N -C CON Trr = O N M N 0 0 OLC) n 1r- 0 0 - 0O Co C Q .b12 caa w0rLmli AIRFLOWS 0)0 00_ 0 M (0) CO OD0)000 0 N N C N N N N N N TO 0I C N 00 0 CO N N O O N N 0 0 00 0 N,. 0 0 g2C >> w E 7 x t0 000 c0 3� o x E 11 5 E� d 0 O - W z< E2a'Wa'QJJ ENGINEERING CKS art M 01, CO C") Cu c) N 000 O M n W HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0000 N- 00000)00 Cre 000000) OOO 0cr F •OOOO N000 O c0 M a6 c Y (I) I= 000000)0000)N 0) ca C 7 r- CO N O) aa0 0 03 09 L() a co 03 (P r) ) a CI oO ff N 2 L jm <0C a¢ o_C M as cow 0000(00000 CON CO 0N0 L!7 M a 0 13U JioUc08cQ 0. co a)U ya) C b il u I� g N N ct F0 Ca E- 'Q >cocoxCDCD3:aLLQSco Internal Loads 000 O 000 0 000 O 000 0 ONO 00)LOONN00 0 O0") ONOO OW) 00 O OV' 000)0-- 0O O O 0 r M 0v O ON- 00 00000 0O N NO NI- CD 000 0)000 O. (0 7 0 R Rx a R II 0 w C«5503 a0 0 O Op �NxydLOaV)•`- O co Jw 4 «ss C T. 11 r-3`nU OMI-130oa)0EE>, �d�in 13 0013ZkQQaQv>,C7 0>QcuwOa<coMco 0 O L.1` n = m 0 o C a6 0000r 000001 I,OC- N 000 0 0 T O 0 0) L 0000 W 00000 O 000 CV O^0 N 0 O O Co 0 03 OcoN- O) LIn Lri tri Co O O N- N - t ii 0000x000000 n(D CON O1- 0 0000301000 0 T- O o d~ o a6 C"., N l0L OOOMO,O00000 U)00(N 0 010000N0)000 O co Z p 7 o3 O) CO tn.LO. n N 0) I- 03 LO LC) r Nn O C? O -- co 03 N _- o g5 E;a .c 00000,- O r 000 0) 030 0 O)0 0 0 7 J 7 r r N C. N CO CO 0+ m Q d y 0 a) cO a) L O O O w O 0 0 0 0 0 CO 0 O CV N N O 0 O NI - N co'CO m CO O) U) 1 O O 03 O Ln (Ni O EQ N I- C 0. @ y (a) 0) 7 a) -pp = Y O) YO Uf 9 O CO NO) as 0p A 01 }}55 A 0q A N y„ 7 x R II CL O @O U 5 II A II 'OJ C N R a) _ p,J 11 J- 'O 06 0coo CZ OC- 00Z •c o .... -J 'IL) J F =�" C C cONQ ti G�U Orn -faU� UNh E NpQU ti Ct0 L ECcol LLLLx' T .O >YY 8 m c0 m co g -o,- j 0 0 0 N 7 = C a L� L aa: )'O a 000 CCOCOCC005LLLL<. C0) CJ0.2 C) Oaf-00>X707C7 t ILI 0> (4 oOwcoaomw CD c0 0 • O O 0 o 00 N co O O )� O O 00 O LOC) O O ON ON OW c0 O 7 O) 000 00 O `Ot 0 li a re a 0) 0 (0 mrnLCOnoco0) Z Q LL N N O LO r - CLL f") 0 O QW rN.� 0) J E 0 0 r) LLI 3 v NV N _1 RE o- oC 0 Z am co71 3 O O Oa+ 0 m vti O) 0 CO N O ms- 00 O. co lw0 C co O r O 0 00 0 0 VU j c0 2<0 I° O CO N_ O N O m 8 a- 02 O E (6 3 Y 06 L c9U U co co N CO O O 0 LLI W) Ir Q 2-17-10 Shd.trc N E E Z Z f0 g m 's 2 a o 201 Elevator Lobby TEMPERATURES O)N N N0) 000 C O) 0)t-000 '� 0000 0 x O) O 00 to N .1 7 C In N MN 0 0 • N- N- 0 C) o y E< V pa 3 CO (%C:a'reu.u-u- AIRFLOWS Gn 0O 000 O ��O{0N0000 TO x 0000 0 00 0 O� CN O 0 o� 0 0 0 O •N NN N O 0 U Cg y) t- W (Cp C d d O. N L ' 4) y CLL tL > > .+ E 7 x = N (U6 w '(o o V= E m E 0a5) GO) o H2 N ZQ ErLlYwa'QJJ ENGINEERING CKS C CO 0 M CO ' I mit N- 0(O MO CSM (0010) O r Tr M M C) HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK o 1 a. 0 C Y N L O) W C j a a..(nm 0 = 0 m UI - le 20 = (1 L = 0 0 A c j ▪ Q C N m 20 ve)) 0 Q. U. N (q 0000 CO0)000000 00e-000)000000) 00(000+-000C Ci M (0 0 0 N O N- CO 0 0 0 r CO OD (n �� p00 Nr- M 0000 N--00 0 •- O) ul rM 0)cn - N M 000 O 000 O 0000 O V 0 O (f) in O ((). O 0 0 O� 0O 000E -N-00 0 O M O O C0 O 0 0 0 O 000 O ONOOM�O o(n00 W N 0) N N r; 0 0 0 O M O O D coM C. • d 0) O A A -0 4) y a• A 0 g II w u (a x a) s E= (0 u C O OO co �Q E II A II LJ .N �pp�c �J II ya)O oo(/Oj0 o C C E 0 O o Q i (/)x N N (pa (qQ O 0.a) w0 w NU O 8 mh w � 3.2 r•..tt C O S` 8 (NO (9 a3-8 8 W w L N C. C 7 I. L r o° 0 a NYY _'0�=> >. mei ap(oaa•-.. a ( �(q(A(YC�C7SdLLQS(n a; :o o, 'ddv�xQQQv>.• ,3 i w 5 c» Q 5wOa<co a) C9 000 N-00000 CO (000 O e- 0 0 O co O e- e - CD O O 0) M N O 0 0 0 N- MOO M (0 0 0 0 N CO CO l' O O ci 0 O to ti -t7. OO -O-O0000M CD CD to O0OO(DOI-N000 00 O O r r r I- O I` a6 m OM ZYra t 000)vr(DOOOOo NOo N- Ooo000o0Dr voOO co (n o N- to v v (o,- 0) (o co O N O O N O V'- n H m V 7 ,_ e- O 2i • E S L OOMOO� N. O 0OO 0 (MO OD (0 O M �J w co co d+ m Q a y O d N 0lyp• L OOOD^Tr00000o0 MOO M (MOOD CO M (0 J .3+ - co co 0 ▪ ay+ m V 7 .-- O i= -8 c a mw a) 0) d --pp 7 N �' C Y O) fYp O n O }�l�0 x o a) o.+• Y A N co O 0 S AI a AI .0J NNCR��YGat II d J��'O (p 'O lL II t0 II l0 CD.N ddma7J t0 O c c3 g C� c m O io O O s0. Mxxxa N` •• a(n0 O(npoC c( 0 J O J2I-.0 i.. CC(O LQ 10 >YY8m�0)@g'p 3 0 0)NN 7 caL�L a.: C)'0 C. t W(n(n�C�C7�aLLQ co • �dM co o> Q GLWfna'ppu CD N O O O O O O O (t(!)) 70 O 00 ((MO O ON 000 O O(N tch O OO N O U, x �Le a 0. 0 (0 0 00 0 N O (7 0 O O px p� O a s . LLJ w re la ° ° > LL C J 0) 0 (NO O (D O (0 to 0) Oo (n CO 0 0 OD O co. (O (0O O co o (D 00 O O O M 7 N_ O O N O CD C f6 o a d c0 wa) 0 E o' Y -8U U, L U U U y co T N co O 0 > c q0 I- Q 2-17-10 Shd.trc 202 Stairs A TEMPERATURES 0O0 N N00000 C<Y CA O) N. 00 CD •7 O O CO CO x 0)00(CONM--. C l0 M 0 con n n O V 10 0 E< O y t • (E c0CD C C C to CL CL LL LL LL AIRFLOWS C 0 00 0 000100 L7 0000 X CD N CV� 0 0 C) O CO CO O CD CO 0000 N 0 m d C A C 0 0 O N s O) 00 N u. Ii >> c 3 x R o I W - P ti t) E x Cl) w L o R CYE 0 Fr2 U) ZQ E�ceLUttCCJJ ENGINEERING CKS 0) 7 0 0) I 0 C u) N d. O) o Ul •.ODM V HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 1 000010 N- 0000c) C 0 e OO�OMCOOOOCON `0" OONO0)co6ooc'icci a6 c Y 0.0 OOt000)700010M D) (E C _j co l0 (A (O N o 0 Cl Mst O N a to m 7 fV• M '-(0 ❑ • O N L.: ,: Y NL 0000CAn00010 M CO C _7 M ,r5 O O Zs¢p av)m �N 0 0 as N to a o $ lI I(00C0-0p 13 .OC LL Q00)a m/ 00 O c.N0. a)w?ON otO ° U I- >U)U)ncCCDC9�aIi¢ c0) W Internal Loads 000 O 000 O 000 O 0N00C0ti, O nun 00 0 oco OCO00 M00 0 ON OO�ONI- 00 00 0000 0000M(00' )00 N co M 000 0 0000 O N Q RI 7 0 zd 03 is � A (5I co ll__£ S R II II O C ,7, co G�3 > 0 II 76 �° co oo.mx1:Tom � o po ti J L ....c .c c •a I. • cara>a0>WOa<cony) 0 C l0 e • U O H 0 0) CO a6 = m 0 0 C -a¢ t1 Nm M o co C 0 N 0 0 0 N (4 0 0 0 0 0) 0000 CO M 0 0 O O 0008. C) 0000 000 0 CO00 0 171; N- 7 0 N N C ? OOn�rN0000 (AOO O) OM O 00 -( C)000 00 0 0 <- U H r CD 0 p a6 Tv CD O 5li.0 OO%g �(N,)00000) N_00 N_ 07000(010^000 CO n Z O O (0 0 10 10 N I.- y- \7 I... CO e- N N 0) CO 2 ZS • =3 L OOCO CV 0 M Opp 0 (0 O �O 0 f00) 7� 7 CO C ❑ 0 F m ¢ aw O 0 N U�.0 000�� (00000 000 O X00 O 0 W JIn n Tr d' N E¢ en+ m N Pv c a m N 0 01 3 0 3 N a c a 0 }517 0 A N A Ui .., 3 x co II 0 • a N c a 0 A LL J O O a N U a � LL u O II CO1 c (NCO 0 N d= o o. 3 I IIi C o o c� c ro ,% o in x x«rn•- QegUO0000 N�O J y O Ji.F=�"CCd,a I.. O., o0 w NUw UNI: R c" 14.0. h O)(E a N N (E >. 0 `@N oag0-•0 5 Lp(V •O --Q 7jl3Ea. LLLL tid O. 0 RI Wcncn�C�C9�aIL¢ � c mai U>4 0winWeiMin 0 0 0 (0 O 00 c0 0 00( 0 N N W .� 0 '~ O 10 O 00 0 0000 8 O M a (0 CD CO x� 000o m In CA 0 L (000 N- � 1°). (0 O O C)W N0 0) J E m Co O U r JQ 0 • O V Z • r n N (E N O O JVD O N 0 pL nO d' r N O O M a Co C) c N O O M O° 000 0 I - O M N_ o O N O C a ar 0) w ce 0 E m � U U M9, d N C') O O ® c o F 2-17-10 Shd.trc u) 0) E N Z Z 2 8 a`o N E O (/) co • O O ) U 'ITS tiTs E 2 O • °13 Li 203 Waiting Area TEMPERATURES crit- N N O O O O c 000)0) CO 000 1.0 co co co co co CAO O0O) Nor C CA M Mr 00 pOnrr- O C.) mcE< 00. u. < co dd co a N IX XCeLLLLLL AIRFLOWS iAM aO CO O O) CA h OD CO Is O O 00 N N is co M U S O) CD COLD O 0 0) 0 00 00 0) 0 0 0 0 ▪ COM COMM NN N- )N O O C.) .c a *a. +" Toc d1 $5 O 61' r • a) d O d< E 7 d 01--2 co Z< Er2rtWat<JJ ENGINEERING CKS m0) Is N COr '� r r 0 S pINV OD V CDS CMM Cnr 01 O N N O O N C., HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C C) U 0 C O = N 0 M 0 O O N Or0)0000)I� cO ..a 001sOM0000 CA ` 0 "' 00 V ONr 000000) O. 000 co 000 O Lc O o 0 O�OONCDOI-0)00 O 00o ONI-O MCO OO 0 OIAO-NONr 00 O O YU)L OOCC) 0 C MO 000-,) 10 000 0 0100 ON000d 00 G U d o M- c� CO 9r C) In r et.N . co coCM N N . 0) p O 0 I- U • U- 0 • co CO CA 00000)0000N -IC) 000 0 COO 0 M N n O T- N M 0 N O 0 8 o o o-om$,,O LL II coo 8 o c c m m 0 o c C o o ao co0 N0 o a i ) m m mr $ c0aa >00co;ICDCD'Sali¢`_;0 W Internal Loads N N M d %X AL cp 0-- c0 A ID�+Y A O y) c..00 d7 C N II c N mi 3 coI° ▪ J"`v`11ttcaii a4 Ts. 1. .c �a2cn 00a'x4 13>,c0 1. 0>abWOMa<cn0o 0 CO e O O O CON ' O O O O O Y- O 0 N 0 0 0 0 d O W H T --co a 't r 7 V =CT1 U U C OOOO N 00000 N 000 O 0000 O ¢ co Nm Mfg COON CO g0 W e o v r l. co O 0 O C a�e OOrCV 01n00000 IX) y- A.. CV OCD r O OOr COMOOD 00 d O v o H o I- r - 0 Mr d 5E. OO CA S CO CO OOOO 0) 00 OD OCD O OOCO C0 OOO M r0) Z Is Is n N O N- 000 M CO COCA O ti .P.. ',to? N Is O 1 ' 0)- N \O Cr- I -C d' N (M h 2� a= 7J 3 OO CD CD N 0 O CCAOpO OO �O O CODA M m0 y + CO O • co CI) d wi .0 000,r CO nr 00000 MOO M Is OO O 0 coU.1 - C+^') ,- coCOO N coOco J iii a N+ co 7 N N N.: N H V c a O N U 01 7 rn co v ;oc a0 Q18 O O • -P- U g i 'O y• J >cC�"OO• C�'OYC.0 II Q. J o Ca 8-°0 LL II C 11 cc' c lcO 0> N d= dal i afnU O(nU OZ c o O J O -I-- I -.ON.. c c CONQ 10 O.�..0..0 N NC.1 ,.O- U @ 12 C D)CD O)l0 £ C 712 CU=`. T b 15 l4 _ U • c .- LL >YYBmmmCo$ao-o U m8N o rcat?.Ca..;oca SO 0 CL co W co co LY O c7 a IL ¢ E co • J a 0> 0 0 0 W m' CY G in C7 O)U NO O OO >° �o o ouuo ZW� ro 0 00 O CMAo co oN W V �O O ON Ili a_ CO 7O J U5, C.)O+'m coo O 0 N .(7) r2 COO O ON 0) O a. 10 Zv Q w CS m U d Q a` 'C- C :O 0 �>15. S 0 I - 0CCO 0 CCV O OO CNN O L °'C O o. S cc a m rn Z O °L • d W o V L J E wc" J- 0- O O OU Z cL Jj� 0 V0) m N � a. R U CO C I- O �o co 0o CO NO N M O r MO r NO N O N o r 0 co co N 00 o 2-17-10 Shd.trc C E co W Z Z 8 y a0 204 Regional Office TEMPERATURES O)(0 N N O0(700 CO) 0) 0) 00000 'O CO co 00 00 0) x O)O r N O) N .7 C (0 N N N 0 0 rN. O C) CC Q ~O pa.a 2a01i a/) Ce IL IL. IL f AIRFLOWS co co MM 0 C N NN (0 0) x Cl Tr r O O O O • NN NCO O) 1. Is- Is- O r r 0 M N r 0 00 0 . . 0 0 C) vv Nov 3. d C O C OCL ) O) O N Z 6f O) y. LL 10 » tc g x .s, S d R d O Z w c d K E 7 d d O I-2 co Z4S2a' tort QJJ ENGINEERING CKS 0.1 CV Cap �? r O x N M N C001N 0 Tr 01 O COrnao) O V C) HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C 0) 0 C) I 2 N 2m 0 c. c O C 1- a5 (O C d U) 3 O 01- 0000000000003 OOr O OD I.000NCD 0 0 0 0 0 0 0 0 N N L OOLO O0))Tr N00000 r 7 7 m N t() Y Il) .0 ac CC 0.0. 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CD c mv. 0000000000)0) v C 0) 0 U $ 0 10omcpto -° LL u d(�V $co0 co� E E2 Q4:a)0,--,-0:(2,S11-.9 55,g m m �.t $ m. - ,Q W Internal Loads 0 0 0 0 000 0 000 0 000001000 00 0M ONr. r010.1P 00 0 0'- O N O 0 ' (/ 0 0 0 000 0 0N00N�0�(000 CO 0) Oo M 0 0 0 0 0 0 0 0 O0) N_ L 5 LL CO 3 Q) ozdCO CO 0) E s CO J C R G G O C .•••• J CO N d +" TO 0 00 �tlJi ydlua fAQ «tzc 5:.a�_�oaQa=Yva 0>QLPWOaQvTi:3m N CO Grand Total ==> 1.0 N. 0) TO 2O 00000000000 00) CO v 0000 0 (+)7 N 0) 00000000000 CD Ul or�u) a 0) 0 0 0 0 O O 0) �we 00700000007 co c- ON0007 CONo0O 00 O u '' r 0 mi- o) 7 Z 00700000007 co 0IN OMOOO�a) 000 U) ` O O N. 1- CO N CV N 0) _1- 2 E.... L 0000000 O CO N- 00 1's 0)00 O N O O co C`O') ,- rV.. ,Ti, CO N m o+ m oa w 0 0 c0 N 0 R L 0000000000 0 CDCDNO CD CD 0 o N CO J m 10 (0 0 CO .- 1,- ai .¢�- y + - N N N I- -c° c o. 1p w 0 0) 7 Of U) 5 Y m -8O w c v d N a ,� CO 13 ° A N A CO N O) Q= O iI O 'O (2 8 II II .OJ >N��IpY Qd LL J000$O0 LL II O II 0000._oxoa.7� w C O c F, co ip O - N Z Z to O..,U�d(npOc CO O J O JY �'C �. .. cco c co`Q O 0) ti. S.0 mu) U� O -• L Qom. V O ,- Q 7 c coc U. u. = d co. 13 > �c �c 8 m m m°$� ;= o m o bi o= c .�, t ?' O..i''0 Q i Wcncn�C�c9aLL¢Sv) _ �aM cn r;>QOOwin�o�v) C7 0)11- > ° )LL>° Zw Q w O 0 Wa y o (i O'- c0L Val 0. ZU w 2 MO O 00 co O O � O O O O �o 0 o CVO O 0 N O 0) 00 67 ri CO N W 0' 00 0 00 0 '000 00 0 O 0 0 0 o� GCI u. 0- U.a �UJQ w ao 0 <00 a _�a oCO 04R 0)0 m m o 0) Z co LL M O N 0 E u0) O ti 41 LL N O 0 Pt 00 0 W a) W 1.116oEoN co2 -. 0- vc• 0U - U N 0 O On >,m00 0 '' C' 0 ' 7 ) 02 Q CO 0 {� c C) 0 r v, 02 00 0 0 I- gQ 0 0 � 0 M N 0) O o• ° 0 co w _ E 0 O 5 CCS L U E U N M N CO O I� j LLIU I 2-17-10 Shd.trc N N E 0 CO Z Z 8 Y a o TEMPERATURES �M N N O) O O O C (0 0) 0)N 000 0 Co CO CO CO CO x COCD CON Cs. (N • CLC) 0:Ili 000,-- .00nNti� 0 C.) C po SI CQ .:a r. 03 ILL AIRFLOWS 0 10 10 1 O N N (0 (0 (0 CO d x 0 O C.) 0 00 0 NN07OC7\)0000 C p3 ELL CCO >> O` 7 K C-�0 m m LL W _ R CO EC Ex- cwt x (YO (x c I.- tr) 713 ilZa=ga'w <_ J ENGINEERING CKS C 4 co ca O N x O)0 CO MM CAM L0 CO '-NO co OcoM O N M C.) 0 C O Q ° oa retteliz HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0) 0) C O 2N 2m 0 2O OO N 000000 U)h OOI-000 OOON co) 000000000 CO0 N 00000000 O CD N- 0140 0 0 0 0 0 0 0 0 0 OD OD 000 O O O O O dada 000 O 0 CO 00 N- 0) 00 O M 07 N O LI . O O O� ONCOn0 N 0 0 O O O 0000 00ON0C�00 'Cr �CU)N v C LO CO i C`7 000 O 0) O O O CV 77 r0 X d Y N U a 10 $ A 7 A JOOa UQ Iax opr=OJ n O 0 O c CO fx 0.a)a)) --OS—(UUOQ❑ONo.1) — JOLNx1�_aNQ c g= C00OEtTgN m �m ow t)p C°a(0a••-wma OcWnx77aliQai 0 •d 5v>KQ4aa o>QOw0 <mnm CD CC) N W 2 m M Q N tigg' o a0 0 0 .0 00000000000 Cl.ic 0 CO to C 00000000000 O CO CO 7 000 O CO 09 N 0) CO 0)CD CCD CV CN CAO O O LO t` N CD O O 0 00M0000000 M LC) '— L- M ON 0 00M CO N000 0 ,C�e r NCU'— O 0 v O V 0 dI— 0 rn a CD M �L 00(00000000(0 ICON O) OCAO 00��V'000 7 �` Z 0 co CO 1.-- LC. Cn n Co CO�(O0 0) Ca .- N N N. C) a 2 E L 00(DO 00 O (0 00 N 0)0C0 0 I•••• OJ M Co�- O' O M CO 0 } m d co CN) � .0 0000000000 0 C3CDNO CACV CO O O O N 0 J LC) to L() CO r• n Q U+ m -' N N N ~ v C a mw C 0 3 m ---ppp � .o io .- a � O '0 O A H A CSO S N m a= CYO H JhLhU 8 11 II LL C II CII00 Jc O O J .2 it .a L yr C c COL Q O _ U y N U O U :co C U C N L E C 7 LL LL x `t , 113 3 a) -5.-5, (O m (0r 8@=.o -0 �y •Q •.. Q 7M R d a WUYi(Yn�c7c��aLZ¢�in _'n..2O) •0a�y>)�tmdoco a 0>4 0wU)WOMU) 0 co O O O O (0W O O 0 LO 0 O OO co o 0 0 C 0 0 ON 00 0 7 o o CD 4. x m R C .c niQ a` o0) O 7 aD M e 0 CO n_ 00 0 00 0 ;0 000 0 L L O O O O 06"0 co 0 0LL. 0= p II a. ELux w re .0 (0O m m m °uio 0) LL MO N 0. N) 0 VI n P LL V NO 0) w ..J E N -O v W 3 U N o • - •71. Or Uo v zQ.0 O O) JU2 (No 0 ON Od Uy rm 2 a CO U 0- I- 00 O (M o co. O 7 00 0 2-17-10 Shd.trc ai E 0 0 Z 2 .s a0 TEMPERATURES aM N (NI O O O O Ct- 0)a)OD 000 =0) 000 x 010 CD m- t` N7'- Cif) N MN 00 �O t` nr 0 C.) m ° E b p Q. a1, CO U. 46000 COZY CL x tL LCL IL AIRFLOWS 0 00 CD O C)0) 000 C0N000 O a N N N N N 0) I CO 00 0000 O O 0) 0 0 0D W 0 0 0 0 V <Y V N Mt O 0 V C C16 C d °1 O a I Of ,„co LL W C l0 .O t0 d Ox 4=O a) k C'og •O F- Cord Z Q = :E CC ce Q J J ENGINEERING CKS cnin C a 0 x 0 CNLOCD CD CAO C o N0Is- o0 o v' - v HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0000 I- CO 000' C C. 0000a0)000- OD i "' OOOO Co�M 00 0 N 4 a6 000 O 000 O 000 ON 000)N.0000000 000 0a%-00000 O� OOh000000 O 0 O C Y CD 4= 0000 t -0)000N00 000 0 OCOOONOONN00 00 t0 C - Mr CO- r O0 N CO d d c0 7 a0 f� v CO a(0m M' o po 'o ' 0 I- °) N 2 0 Y aL 0000 co 000000 0 0 0 O -00 O 0 ""al CL CO CO' NCA co Lc 2O o cai 0. 0. N V) a o U g 6 n o . g -o ° _Joosz0.) _ o,_8 U a aU o v m12 15 0_c CO C6 CO 8 CA.p C co Cn Ce(D(950 LLQ CV) W Internal Loads O. 01 3d ti.. �0a R n wx arE:: CYO II I I .0 J a O C O 4/: e C GJ 76 II co _0 113 J°HNwt.CCaNa L Q va o) N 0 c Q �oaa'=d d a c . 0 (') d°0ivixQQQv%��co o>.)towomacomm CD C R- O OO r- 000000 cm;OD0 0 OD 000 0 CD 0- m- 6 ao N•O Lm 01 yL O O O N en M 0000 v 400. 000 0 � a s co W m 0 - co CO 0 co c co 0 d co 0 0 O O CO N- COe 0000000000 0300 CO ON00000NN000 00 d G d I- O co a6 ODS - C 000 NV CO000000N 0000 00)00'-(NNl-000 CO Z0 .�. 0) a 00 00 N' N- N H m 06 (O r O co� 2i i E L O O O O O co O co 0 0 TE. M O N N 0 0 0 3J 7 In OC+ m Q a/ 0 0 co L_ OOON o)M0000Mt VOO d' 000 a COO co .. co) 00) M W 0 ith a(0 + m 0D cD .- a a N •a0 c o. d Th °1 U) a 7 d0)•Y O a C Ofn N aY ar A '0 O A O I fN a x OIId GgIAa II Ja>•Cq�Y II O ` g II OCONdO1WaQJ 1_ o•O0pOp LLc@ O O C `N=xx—co =au)o c0cp oZ C_ Q J O rta JwH Ci. CCR�.Q o o •.a) a) U_p a a U O ID F•, f0 a N Ix cog .- l/ fA W LaU >71) YY O N 0) CO a g ;� O 0 00 - 3 C a L-2 t o.w 0'O O. C=O W0000CCCD(75aLLQSCn C�a�co 0>Q0 UJ CO 0 u) C. M O O o O O O 0 d' 0 O O co O o O N 00 O OW N 0)O O 000 I aio0 000 O0 o O V O 0 0 0 0 CO 0 N ox O 0.0. IX -0 cno O X co 0 co a en to a) m LL co 0 N Z 0 CD 0 0 01 01 =LL t-0 O )W No CO) 0) O W 240 I- O CO d N O r- M r- Cl -61 O N oo_ a m w Ce a o E f6 � U o dy co T N OD O LLI ® c U 2-17-10 Shd.trc °) m Z Z 8 0) N a a TEMPERATURES 0)0! N N O) 0 0 CM 0)0)10000 '30 CD CO CO a) S 010 010 a N V C 10 CO C) r 0 0 .- O N- N O 0 0 0 d ` • Q pa 7�mLL a/irtWrtu-U.u. t O 10 { a—CV (0 CC`ON000 0 co c CO NN O ,-TO (D CO 0 O LI= OC c s 3 a 3 EC V Em—N3(5UJ_YY p O-22 CoZ<= L 0.' W tZ Q J J F ENGINEERING CKS CO0)0 0) ;IN 0 M 0 x 0111) N hl- (00 C� t0 1.0 CD . '0r0 C(')COV v. O ct co L7 HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK O O � a. Y N L O131 -0N- 0001-N 000 0 00 0 0rr00003 00 CO O 0 • 3 (D <O7 00 N CO WO (700N C.0 ▪ U) 03 7 OOCDOaot000010 00000) N 00 O co 00100 C) C) 000100 ✓ r N t0 0000 OC)O OCOM01-t000 000 0 OCO 0N -N -0N- 00 000 O Ott) Or100WC000 N O O O .0 CO C a i) CO • 0 CU CO as N N 00001I000N,- 000 0 000 0 CO CO r 0) N N 00 C) g g 00c 1:, to 0 0 dY Y0.1.• 0az _O >a)a)d'U' 050_7_Q SCn W Internal Loads a A i 1 O) II ..9.0.2-1...55.. @ @ C CO to O c Einxen d0 5co CD O J._ H V M 01 N C«a cooa`a` Jd2 co .•oC0 kQQ 0><OwOa C Ti .s..),••• 000zit, x00000 C() C)) 00 CO N00 O d C ... co E H =CD 0 0.0 000001- 0000 N 000 CO 1000 0 CO p Q o C m N N O O co i0 c r r r r (y to 100.00 ' Grand Total ==> 0OUOtOrr0000N (DOO (D 00000,- 0)M000 O o O O O d I- o cco O. co C 00N(DLOr0000 a 00 ON O OO�M V 000 co 00 Z .3. �(OMM t0 N NN1� O m CO N N N1 N ( 0 H r r r r Cy I,- Ip 3= 2> E W ,cs. 0000 O c ,-00 ti) CC000 N N. 0 N- 3j O N N M CO CO a1 + m Q a 6 O C 0 Cl) v�.0 0000M00000 N 000 CO 00 0 0 0 Co _I N O O co 6Q (S.+ c13 r r r r oi N I- -8 C 0. .N. 0 O) 7 N @ 3 C Y 0) O N v '0 a@1 N a (aA W 0 A • A tax if) 0) a.. CC6 II [L 0N� L1 8 II s co II 'OJ @ >c��Y=J II a0))O03g- cC �� 11-3'"' J @ OO L. . S«cp - O O. In Q O Z O J a: I- .a « C C@ 1 Q I� C__VyyUO 0cts 0~ TO .ca NNOI• C� 1- EE 5u.0xE 2' a >YY Ts 8 @—t o -(� O a) 01Z 3 0▪ . O> X a.0 1'O a 0 W(4(O�U' U�L1LLQS co • �[L2 C)> Q oOtutn�O CO 0 N O O O MOO O 0110 st O 0 O O 100 0 00 �0 0 00 0 O ON CO CMO O O7 e Iv 0 000 0 O 0 0 in 10 O N N p0 aO L o w oC- U.a Ewa W w O 100CO O 0 0 0 mCj'i ) Z I Ll_ M O Cl O 101 U) N CLI_ O O UW ho 0) JE LO CD LO W 3 I- n - u) 2 J. 0- V o PL CO 0 0) t) N O O COO. CO ▪ N O r OS 0O O I - TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 34 of 43 2-17-10 Shd.trc TEMPERATURES 0IN N N C0 0 0 0 Cr O) 0)C' 000 =�(0(0(0 N- X 00 CO N CO N = 1n4 100 OOr 'O 1p I- N- N- 0 U C 00 Ca 6ci a 0 15 z asecpa«�mli co Ce a' u. u- u- AIRFLOWS 01 N NN 0 r e-0) M�000 0 (6 s 03 C C) c0 c0 O er-er-ONC�0000 O O 0 t C co 0. 0 c• c d d O N t .0) 0, MO •u' u. CO 111 R CO mr api o=(�.mxE72 d • 1-2 co ZQ Er2IXWrLQJJ ENGINEERING CKS C) cO M c r O ass O M M C N N N N 0 N N r U d C O a a ata 7• OZ HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 000)O00000Nr 000 0 OCO0 00 d'0-U)0O 60 .1 OOM00000047 c0 0000 ON oto LOOMVO0 0 ` 0— OONOOOOOOMN 000 O Oco ONM00000 0 a6 r y NtCO c _ 001()000000- CO 0000 0(0000 X071-00 M CL N O 1(0) COO (0')_ co COO N N M m CV O 0 I - y L 0 0 0 0 0 0 0 0 0CO r r CD a v,1' COCOO (b COUCO O. O. N a C U p n •paC.p`m ag LL II CI •0)0 'b 0 C • C f6 0000 OU0 p c c o o 0.: 215 Server TEMPERATURES 0)0 N N r 0 0 0 C 0) 0) co00ca x CO V V. 00 O N N- r- T) - O () 7 00 mC Eael m a z3 b0- O) CO CO C M M MM 0 x O 01 CO U)N CV 0)00 00 M M C CO MCO O MMC COCO W0000 M O 0° J V LL Ol C 4, 0 H Z G) d m cu. LL» w E� x 10 m t°1G Ec m*(1 dos»= mxE Xai e o F- 2 co Z a £ i G' w d' . J J ENGINEERING CKS CO co 00 0h00)U C)0 Cr 0? f:MN .O O VOi� 0 U)U HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK ++ OOOOOh 000 COM C. a OONOONOOOVO) 00C') 00 tC 000 IC)ri g5 000 O 000 O 6666 000 O OOOUOMO) 00 0 0 V O to 0 0 C)CO O O 0 ON OOOO't0 000 O C Yot 000)00 000mo 0000 Ors -0000)00000 n 0 y O M tNn (0 M N O 0 CO') co00V) a0i atom (f.' 0) p _ C c V 1— NN 2 FP, Y 0c 0000 CD 000 Mr N V r- -as - N 03 O as CO N 0 • O 00 U 8 8 ^ CNCa� O LL �� JOS=a8Q =�o 0(0)0 oUp OC c o o 0'0.0+0 N NU,«O0 U 1.6 i2 0 cn N @'C 8 @L., >u)u)OCCDCD5 u_¢ ctj w Internal Loads 0000 0000 c- cs- ca d To' mz a CO (5 I 0( `.k t C = tYG II ° y C..66 03 a 0 OJ C'N d+� W 0 OJ p o 00,..mxmd�aN•`- Jaa)�in m0.02.x a�00° 0>40woaaCmCO A ii w a CD 11O7 O000ONOOOON MON N- O0O O ....0..-.. m H a5 0 dL 00000000000 0000)) M '-00 O CO P O. a CO M M V M 00 WO c -CO CO O O O O 0) C -e OONOON0000 M VOCMO N- 0-0 0000)0)000 00 v ° 0 `I- O co g5 Q, 5t OOMOO.100001- M0O) N CD00 000)NN000 V co` Z p O N M t0 t) M CO) N MMS 0 Nco ~ m r CO 2f a = 3I = OO MV 00) O O 0O NO M IC) 0 CO co N co V N. m to + m aui o c m co 0 .;tss C 00000)0000) CD CD M 000 O O 0t0 _1.4 ON N V CO CO r Ea CO+ co N I- U C 0. N y 0N 5co O d0r a 07 N aC 'O GN Y A Y Aw A NCx GII •° J 7. 0JII9y>co.-coY QD_ °NU8 II • coil= ii J_agc0 LLEj "00-f.x_i <d�U�NDC.. d OwwU NU 8% , A ti m 12 �I-LrCC°LO ait 14°w"LLx2.aQ7jtG0.m5"omto'm'E8co=a Et$y�, 0cocoIYC3CD5aLL¢ c) c =aM v) 00> Q 0OwCO 0 CO= C7 DML -J q00. 0 O no 0� 0)0 O 0'7 0 TO 0 O cn m- -0- , GCI C C E y w a5.4ai0 I° 00 0 00 0 CVO OO Cr O 0 O Ii co IY a COO c- = xCOO m O O co I-1- MO o �0 > LL V O G)� c0 tLO re -0 09 0. a 0) to COoo 1U- VO N m 0'- tor. rLL MO O Uwo N0 0) J E N° co W 3 i r —ItQ o- c.)3 Z agm r O co 000 JVD Oy C.))d rn PLb r 0 co 0) tiCOO O (O to tG = co O r c} HO ....:66 - O M O N_ O 00 O N rnE oa_ a. $ co 1 GE m 5) a YU « N �U SEi N 0 O ti > c U � ga 2-17-10 Shd.trc 645 FcF to (0 Z Z ci a_ o U) o 3 •E wco V a o . V17 L o o re 216 Mech - Elec TEMPERATURES 01000 OW 000 C (f) (V V 0 0 0 CV 0CU 0)0. 0 o 0 0 0 0 =0000000 0 O C.) 00 C CQ.b ••-- pa. w m LL Q W 4/ O c C C Ce LL LL LL AIRFLOWS � O CO OD I O (0 M O 0o O (0 CO CO M M 0)0 00 0 0000000000 C O O U C .c 0 C IL W>> 61 )w c 0 • x (gO (FO dLL w :_ d 0I •S175 E ami ami u1-2 N Z< E 2 wU 4 -1 ENGINEERING CKS ON0) N. CN `- ca (.1 N a) S 0000000 C o 0 0 0 0 0 0000 O C.) HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C C) co 0O C v°17 = N L 0 0 2O 15 O O Is. 00.-00001. r@r a 00 M O 0(000 O o • O "' 00'-0O�o00�OD H N 1- 12). a5 . (/) = 0 0 (L) 0 000 0 0 0 r O) CO C CV 01 CO av�m 0) °) u) -v_ aCD i TEMPERATURES O)0) N N M 0 0 0 C O 0)O) 00000 CO 00 CO CD CO S O) 0 (D CV N .1 r C (().1 U)(M007 OOnnn 0 U as CCQrb..'~_O ) mpaw�:EmU. NIZ CO CO U. IL U. AIRFLOWS 1:7r rr O N N rr-CV wMO 00 O r rr r as as S N N N 0 N N O'- N N O O O O O 0 C) C 0 Ct OM 0 0IL a)> j 2 `7 x W A 0 0 o=w m x E =88 OI -2 NZQ 2.2a'Wa'QJ-I ENGINEERING CKS 0000 O M N-0 CON .1 N O Orr 7 CNS M V a) C 0.O Qg .1E 0.2-2.11-5- C Zedz HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 00.10000000CD +� Cra OO CO 000000(O 0 F0 0000000001--1 a0 C .1c N t O O M O O O O O O r.1 0) a)C3(n rn.1 a arn CO m _m 13o c) C I- 8 0 = N .v0= 000000000rr _❑0; 3 0 0) a Q a w m m 0 m d 0.a CO CO N a .13 0 }� U $ S ) c m I O LL J0O�3gc� co c.) E.000 c o ,0. as )O (ninQ 8112 OTO ��g CO CO (ar g (a...a ccn(nw005LLLLQ C(7 w Internal Loads 000 0 000 O O o O o .000)O NO CO.- 00 00 OW MO.1r00 O 0 O W O 7 1.14) 0 ad 0 O 000 0 OT -0 0000Nr 00 CO 14) 0000 N-000 O. CO 7 a) TiTim a ena A II O 0 C w p O CO i CD 0 7 d I W J C Ti d a. w re n 3 J N O J� i • :ox, To' NQ O I- I- wtL C .. w p0. o ~ O) l0 '6 N d a) O E 't �. OgV) C' i+ amtooa`a`"am+.a a e JLL� v) 'm d'O> KQQQv>+c O CO U>QOWOM<()OM C9 00- 00.c 00a)t 0. 0 CO CO CN 0000000000 O 0O0000 N .10 0 O 00000000000 ^ O N Ps C)) 10 0 0 O M M 0 o O 0 00000000000 OOP Is O) - O CD CDC M00CD O OV r r CV CO 00 O a0`) I- 0 as W C,) d To --C.. 0000000000 O 000 GO. - _O 0CC.) 0 0000000000 0 Z O m M .1 .1 CO� rn Si Zs = _ g E r aC0CD000 O (o 0)00 CD (0o 00 coo 0 0 =3 co c o+ m a. (4 0 c at en 0R L 00000000000 N -ON (000 O N (oJ3 MM r .1 Q N + m a H -0o c a O.N•Cn w Y com 7 .0 (a .N a dO O@ C C)C I 'O I 'OJ C co A CO X N N A d RY O.� II JOQ�f6 �O LL II C 11 (aC a)O•-0=ma7 . w C O 0 c� C m O Ul= =wco a(nU OCn❑OC Co O -I O J2H'OLw CCO,.Q dUviwUC�O@a `�a a �..Q�cRIL(o=dC b N = O C .- LL c(Yn�cc00i>a gQ 0, aw) a2 in 'm d i m? x g d 3 c S i w 0> Q o.LUU) aom 0 ow -0)O O OO 0 co >° 0 0 0 0 CO Ol N O "a= ZCOL •700 00M O W to O O N c) c VE ;o o ON0 W.t(' LL 8. WQ (nom CO 'o O E i3O) (n co.O O ON (0 'O t V R2 00 O 00 O N 0 to Z" go 1 M a w (V CO Z =21 -',o CO vd �r C X .0 E.. 0 r2Q a` x0 I� ® i 0 Ia w (y0 N 00 0 00 0 41 W — 0)0 0000 0 Q IO - w O C9 O O 0 0 0t pLL 0_ a LLD. 15wO23 w d r0 (O 2 E o) 0 CO m (a (n 0) CO LL r0 N Off° (0� n r LL r 0 O 0 W° r 0 C) LIJ J E NO N W 3C) N No JQ O 0 O U Z (D 0 CaC o0 o 0 c VN Poi (nor (O u00 0 0 a wc0 00 O r 0. 00 O O I- 2-17-10 Shd.trc VI E cn w O -Co Eo= NO m I.I 218 Stairs B TEMPERATURES O)(0 N N M 0 0 0 C 000) 0) Ln 000 (0 CO f0 CO G) S O) C) N. 0) (N d• r C ([)7 V'00,- - In r- r- r - O V 3 C ` Q m O pa 3��LmLL. (A rrt U. U. rL 0)0000'-0)00)00000 C ml -7 '- e- mt N C0 S CO C Co Co W O- O CDC O OO O O 0 J o U - o' c Q za Z..Oy• LL>i O�K p 6)) lLmo NZQ=wUdxOLE IJmJ ENGINEERING CKS C ri N � N 0 d S co N 0100. CO 00)0 Ln Ui N M co C.) HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C +i o 0 O OO N 00.- 000, In N H a6 .. en .e= 00000Is. 000(f)N ai nm `n N. w M p 0 C.) O0c- 00000000)0 0Omt00000 r-mt a N N co c a (q m 0. 0. CO N 00000 CO 0 (0 010 CO CO M � � N U CO) O C.) 8 g ^ 0 @ C.0 N 8'0 LL II J O O C O O C CO 00 (Doc 15 C 1p a::a?U(nN oca ml- dl'Y 8 (0 m m m $:I,C j W Internal Loads 000 0 0N0 000 0 00O 000 O 6 -4 In (f) 0 M7 0 0 O 0- N O (n Ln 0 0 O<O N(V 6 N O O O 000 O 000 CD C000 CO (7VN 00 W N Co ln)f) 000 0 mO o 0 N- N. C N A ii C7 e 111 0 CN N I_F CO a6 000000000 � 000 0 N.00 0 0 O O =C0 0 0).0 0000000000000 Co00 CO 0)00 0 N. CO co CO N. N. 0 Cl) C d co C A o oc)c)oOM0000 �- (000 (0 OOD O O0N r. NOOO 00 d 0CV • LO ai F- 0 r. co 6 r L O0(00O1n0000 N (000 CO 000 0 OON0r.000 7 Co N. ZZ 0 7 co ((00 O OM) OM) co,- co < 7 O Z H m • N N- CO 2 2> E ' -c 00(000V O O N00 N MO N N. 0 0 0 3 J 7 0)) (N CoLO Co N M (Oo mp y+ m Qa y 0 d U) U) .0 000000000CO0 00 0 N ^ CO NV _m O an N. co Ea ui i= ..8 = a l0 .N..o 211 3 d 7 fn �' Y m aO N C a d N a OA N a 0 p A A.13 -1C01"41)20. (0 N m a= l0 LL O Na UO 8 11 a II aJ > 10 16 l0Y aJ r I J O o03 $ C6 LL = i0 O O = A �• tl�2=S..N w: a(nU 0OZ C p 'J O J2I-.0,.r C=Wi.Q 10- >>[�[gN(0NN8'a `�- 7 N ONN 7 =CQ.c-LO...:...co. co= W(4(n LL'—U' (7 S.dLLQ c(�) C JdM CO V>Q G.jWNa'p�f) CD =w0 A C. Q O. O 0) N 00 0 U v CO EN 0'- 00 0 00 0 (,)o oococ 0 co co Q N M w V o.t O LLa 9 IL) N O (O 0) O Co IC) 0) 00 V NO O 0o n N N 0 O N N 0 N 00 O O 2-17-10 Shd.trc N E 0 N Z Z o co n. a d a) 0 J tT N TEMPERATURES a00 N N C0. OOO C 0)(0 CD(0 O O O 10 010(0 N N N .:f r tri vtri N00� otonnn O 0 C ca~tt 03e1-0''35= a r2 m CCOO1L'IYIYILILIl AIRFLOWS Ofm 0)0) O 10 to NO) N- 000 O C 01 0101 10 r010CD N x C n n n N NN 0 0 0 O 11)11) 0 O) n 1O 0000 10 10 01N lO Cm 0 m N .IL a» o E 7x Ca mtm0 P dci gosii==dxEXIn 0I-2 COZ< 2WwW<..JJ ENGINEERING CKS co O M 1• 00N LON M OD Caj 7 nnM t --8P3 N O HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 15 OO O0 OD 0000t0M ON cr O CON- 00 O .R,a OO(00'- cr 000NV 0O)NCD MCD 00 O 0FO- OOCOOc x.000, -M O,-�O�NOO O li I- r C Y y.0 0000ONn000 CO OD 000 O On O 0' 000000 0) O) 10 C j O .6 co 0300 O OTr N N CO In a) of r .111'7' 7. 0 O N 7 10 O a) n.tom � v N Co c C) I - 2N 2 L: iii Y u) •C 0000 NO 0000 CDOD 000 0 N00 0 n0 _ o d = Vto , N V -.6..- a co m ri C. 0 V CO CO 0.0. Ny 000 O OCOO 000 0 O V 000 O 0O) a 0 k ag a cmc n J O a g C . to0 rdmp O a)0 cninU o v mI2 W Internal Loads A ii w 0 0 r C me. Up W N-0•3 o.5 M 00 t 20 y cm co co OOON10/)00 OON NMN- CO cr00 O 0 O O O O O O o n C) 0 0 0 0 M CDNc- O e- 00� U7 o0CD 0 00 OOO co N N CO' 00000 V'M0000M IMS OTO OONNN000 O �.y.o N ,-1n- CIS O O' CA m- 0- O rn a0 CO 41 -.0 000C+)1O00000aD OM n OOO OOnM 000 O �\ 1O0 n 0 N OV O W 000 O Z pm CD CO N N n N000 r` ,-�.- O I- v 0 n NCD E15 � -c 001000 O 01 CD IM So co �O 0 N J CO CO N N N n CO d+ m o ay 0 0 cm co 0.; C OOOMIOMOOOO O ,OM�• 7 Cr CD 0 O 00 O.J m 000N '- O ED 1000 N O Ea /n+ v t r� H U C 0. mY Nm4. Me 'Dp 7• -O CO N O. YO In O A 0) A Cho IINm a= In A C a U `b g II o II 9J C >,� CO� COY a N II a JOSaM ao 11 O II COC R0._dx ofdO` c- g c� m�o O cox x N Cl(nUOUOOc C O -J O Jif-.6....CCCO..Q 0 �U N NU O U (� 1� c y° U h C l0 .' 222 .coIn !. O a) 5, 5g COCO@'Cgf0=.0 E L 8-2 -Ea Q cmIa 0a C Wtntncec7C�dIL¢Stn c JaM co U> Q o0UJ m o n s oo C9 mi.OO O OO J° .1O O ON Z CLL �O O 00 0 W Lo 0 O ci W;O U M O O O to Wa O J_ O m NO 0� CD V RM CDOO O 0 c O 0. 0 to Zv N t0'. - Q 0o O N cs) Ir No 00NT O <12 N NN 0 O C9 O x O as n0 x ' 010 M mrn 1n rn LL 100 Oo° 00 n CLL N O O VW no o) J E nO to L1.1 3I)) N to U) 2 J_ Q o- O .L 100 Ci N O M 0. Co U %O C COO M O ° 00 0 050 C 24 0 I° TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 40 of 43 2-17-10 Shd.trc 220 Womens TEMPERATURES p)('s. N N (n 0 0 0 C r O 0)Cp 00 0 CO+r CO (0(0 x0 p)0 CO N r N'• r C O O 0 0 0 r *or- CO O 0 pa 3jg00)i (a re�CC u. u. 0)O COCO O O (OO CD V N 000 O C r N N 0 x Cl) 0) CO M0 CO(O CO COM 000000 O O 0 J LL CeR L 3 Q S ELL LL> D i 0 X t0 (,0 ( •' cn oxw-0KEm00 of-2mzQE2Wwa<JJ ENGINEERING CKS coo co co C 0 7 CO O CO 0 p)CO C In O O NC)N CO 'p�O CMI g3) O N CO U 0 CL C O Q ++ g L a c) :1:71 -6o e tom) ttEttiz HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK '6'w 0 i- e. o.$ 00CID 000000N- 00(0000000(OM 0Lei 000000N N7 0I A 0 L O O 0, 0 0 0 O O O M O O a(n(0 M COO o O CI 0 H 20 = N 6Y 0 t a¢ aiiim 0,0 ca as as CO CO 00000000 O (n (n M M a 0 O U g 11 Of0Ca3O.O IT J O O c C C 0000 p�0 0 C c._ o aa).-• C0 yU - 0%ti O N cn— CS=.0 8C6(0., 8 =u)(nOC_(95a(iQ cco w Internal Loads 000 O 000 0 000 0C) 0 0a'C•)00)0 00 0 0r OCO(n ONrCO 00 0 O� ON(M ONI0 - 0 0 0 0 0 0 0 CD 0 0 00^ 0 0 CV 0 0 00 N CNI r 000 O CD O O O T- N U) A ii 13 CD 00 OO 0000000 0000 01 h00 0 00 r 0 O 0 0 0 0 0 0 0 0 0 0 0 N- MOO N-COO00 0 0 (1) (4) r CO � r e 000,000 OOOO C) 0400 N O 40 NO 00).700C•)000 O0 U O 0 ofI- 0 °) a6 rn up In Lc) N- Z 2L 00 0000000 �00 ON O OOst�N000 (� 0 co co co CO N tt(n') CO F. m L ii a= ?J 7 000,000 O ((7 CO CO O0 (9 NO 0 d' co (Qh Q 0 + m Q a 6 0 C ) ca 4)3_3•L 00000000000 MOO co 0000 O 00 C7 co J 3 in u•) r in Q cn+ CO N I-V C a (C2, 0 m O d rn ;�5 a co O N r YA 20 co a Upp b g -0 II 0. in c« R.. O= d I 0 JO�C30C� ILC ,l_�0 0 i0 al OC�• �Vii=xain(' ;o 0. O�0 O C C 0 0 J -1..0 F :O .-- C c d� T FO :- (0 wU o U@ 1. A w Q O)0 = 7LL x t O 0 `•S. g N N f1 -c g O= .Q -s) y L C— Q 7 O a d a t: cc.heococeC7O�aLcQSv) -' dm co m 0 o m� X am C a i UJ U> Q OOw(Aa'0(q 0 ISO O 00 �O O 000 0 O 00 �O 0 ON C000 0(0 0 0 O OM O 0� N E 0 x • X 0 < a` N CD "- 0 0 00 0 00 0 U � 2o oCrCD C r 07 Q f. 0 2 CD `Or O as �a OO r am v� (CO LLL N O '1: 0 o >LL 7O O co O 0 O J a'13 r0 (O x� Coco Fa- rn (o co M u_ O O N O0u ti 00 cn 15 IL r 0 0 (%w (COO O) w J E (n 0 co LLI O U Ja 0- Zam COO (o (p O 0 0 J02 Oo V� N �L (00 O O oor a l0 g 0 r �« 00 0 0 N 0 0 M N O N O C COE a IQ- co ix o E Y @L 0U 8a) M NCg (� O O N ® c U d gQ 2-17-10 Shd.trc •• in N C) z z 8 rD (5 .. N ao N Etn c CA coQ E o E= om y C 2 N TEMPERATURES mN N N Cn 0 0 0 Ce- CAO) CO O 00 CO e- OD OD CO S 070 CO N 7 N 7 Cln� Cn C000'- O in N- Is. tO 0 V GGA d =a ab..� pa 7�rdm Li co IX rt La101)0ULL AIRFLOWS 0 O LOCO O CO CON- 00 U) M0000 C N N m S 0COMCO M 0 CD CO 0 CO CO CO 0000 0 C) C N 1/3 LI' =O >> YO C 7 X@ R cOD oo a W :_ . E� o 8x cis x� cYo o Hi co Z<. W� QJJ ENGINEERING CKS CO OI CON- 1 In 00 C4 N CrN CO o 0) U)9 r O NCO C.) HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0 0 h 0 0 0 0 0 0 n dwa 00 00000000 COM `�2- OO tri 000000(ON 5 e- N 7 000 000 O 0 0 0 0 OM O OdMOCACn 00 O O� 000 to OctrCO 00 O O O Oc•I ONIMONh00 C . ( L 00000000U) 000 0 0 C 0 0O CO0'-CO OO N Co 0 C j co CO0 co N r CO COW 7 d d Na aym O O c () 1- N O = N .. A4 . N 0, 0 0 0 0 0 0 0 0 0 3 3 <m -6 0. 0 m CO C9 ( O 00 0 003 C. a In CO C N k U el, 5 o n 0 O O C 0 0 0 �O . 0, 0 0 o 0. �•t O m 00 n w m O TT CON (6 � 8 IF z W Internal Loads O O D O '- O D O cn n I� Q CO 7 co CO �x a 0) -0 X01 .` • A O N Ca.85 N7 cp.3 II 'O J C •7J Of IXC 7 J to COcaiCUa01�aN` o d«Qco�'aa`=a eera n 0wQU>a00(UU)) 0 00000000000 0100 M 7s- 00 0 00 0 0 00000000000 0)00 CO 700 0 8 m d • e • 00 CO O00000 00 CO CVCDNO ON O 001.7 COM OO O 00 V Oci L F O rn L O O M O O O O O O O M 0 O O CO CO O O O O 0 CO in N- CO ZO w N�m L` CD 2Et 2 E W L 00-000 O V* MOO M r-0 111 NO O 7J 7 M CO V* � CO Q N + m ay 0 = •) ax .0 oo000000000 CO C 700 0 m co _1 — co in EQ U) N C co. (O U) C Y 01 --pp 7 -O p 0 'N a CO CO O CO Cp") g 8 A 9 A s J O N C CSO IO . Y a co7 I a OAU 0 0 0 cm LL O IIm J lib O D CO al ON= S+. to/ O a N 0 O -a C ._ O cp O J ._ H a ..... C C 0 L Q I- GI S. A9 y N (-) N 'C-` .~p TO .c O' er ..0 C w ` E C ca . 7L S W 0. a ccYncoCLOOsa gQ0 co 01 c ti .. n'o.. ti E o o =o> x 0....: 3 c o . W C 0>4(0OWCga'OmU 0 OILL J Z tL O WO wk. 0 o J 0 OTO"- Wa, Zv W 2 n O O O V* 0 0 O M O O O O IM o 0 o N CO 0 000 OM In O '7 N 00 0 00 0 U7 O O O M O O or O Li 0O. a'.0 r 0 CO S�o 00 m CA C0 O Z CO LL CA O N CO O L LII O =a .1 -CD O (� W U) O) W J E c00 m ILI U JQ Or O O� Z aC ao0 CO JU CO S O O O O Ody co ,= 0 o 0 m oo ,- 5g 0. 0 07 C 7 O 0 00 O H CD UV is 2<0 0 CO V N O 6 N� O oCI- E aaai M y CD E g CO L �U v aEi M N C') O i O 7 N ` c U g Q 2-17-10 Shd.trc C E Z Z 8u) w o a 0 222 Business - Community TEMPERATURES OIOD N NGC 000 C a00) 0)1n 000 0 0D 0 G0 0 x 00 CD 0NN�� CM M C)—oOT- =U))-hf- O t.: Cc OOH C Q Y y payer .thi fA M � M u. u. u. AIRFLOWS 0 C MM 0 0)0) A -C')1000000 0 x OICO COLO O 0) 0)OC')(00)O 000 C M M C{ A- C0 M.- .00 U rA O= N CLL 0) >> YO C O x COtalW W 2 1�6 m� ami ECWo=.- 0 x E 300 O r2 U Z4.E u.i 'QJJ ENGINEERING CKS 0) (O CNO C)MMN 'OWN N(00((DD O M T- 0 o Q O C L a • o_ettaiz HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 000) O N N. O O O OD([) 0 0 OO COOMV 0000) `�" 00v00ir)000Nui - a6 000 O OMO 000 O 00) 000 0 or-. 0N-N-00)C')coo O O(00)OMM OO O O 0 O M O N 0 0 0 C . NL 00000) ,0001.0 0000 0(00 OT -000)C')00 (O 0) CO C j M ct (() 0) 0 N (O O N OD (0 C co O 0 (O M 0 N a CO CO N-.— C) C') c' M 00 O) O = G M _c U r 2O = N "66 yyL 00000) I- 000 N. N 000 O N. OO O 0) _ 0 d d to 000 � Tr (t O �O d Mm f� M— N m m O. C. co Co 0 N 0 0 0 0 C 0A JLL C II OO C C2 f. mm m0 winV a 0) mi2 oa'a80masN gam2 W Internal Loads CL RS 7 d sa,g TO ID co E 'OJ CJ 1; C5 C5g3 CJ r " .C.0ca>-a M m .h V U) 2 E `E T C 7 1- 7 c Q � .c '13 0— = 0><0W0mav §('n A ii 00 13CD Ciso 0) O.. C) it o m OOO.-N00000(M N. 7 '-00 0 O M 0 0 3 < 0. 2 0to 0° 0 00 ONO00000 N M 0.- CO Csi or O 0CD 0 O O 0 M 0 O) M O OMA- M N (V c6c4 crD LO M N 00.-0),-r-000ON 0•-N- O) 00000,-(. N000 0 Oe M V .- (0 O 0) 0 0 L r 0 S Itb T- „ L N 00I-(0(0 0 0 0) 00 0)0(00) 0 C) 0000)O0(00 0 0 co CO Z p v o o rn d' 0) 00) W n 1.0 OD OD coM�� N NOT- 7 '— NCON. V rm McoN OD M N --...co c� 2x -23 = M E.. L 0000 N- 0 •N 0)00 0) 00 0 ((0 00 0 cc) 73 7 M 7 co 0 N N (0 M Q a ti O C 0 co 0.j L OO CDN(0000000(0 (00(0 O 00 O CO 0(O7 00. N M00) CO 0 O 0) J co ..,t,. CO co O .— CO N CO Q y} CO N. N .- O co U) 1V C 0. N (n LO 0) 7 0) C Y co liO N C y 0I N d co 2 (;-)C) V 1 yRI O II O w in C l0 �CD = d II a J N -a CdO LL 11 07 11 A J C N H 01 dd o f N aCOU Ou)p 0- c o O J O Jw r ;D 0)x C C NI F0 a)5.>,g m 2 ft)-eg N o -c9,@ y o _:: Q >> m d a O C0.1coC000D5aLL¢cQ) :: 'aM0) 00V 0i>xo0mco L. W 5 U>QOVWfnd'O:3co 0 OILL COO O J° coop V 0 0 00 O O O coO O ON O O O0) vo O oh .- No 0 co co M v_ > E .. :° 10 I— olft R; C9” O3 O O (i) 0 CO mo 000 (M 00 (0 (O M L 0t u.a E 2.(n 0 (O m m 1.000O0 O ) ILL NO N ot° �O CO r 1"' ELL NO O ()W n0 0) JE GDO0) LLI 3 C) CN.) m yO —I GC= V U Z Cm00 (O J 0 cv CD N v0 .L 100 GO 100 M O O O U l� C co. O 0) O 0 2 N O O co r UV c m 'rulQ O c TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 2-17-10 Shd.trc ET) a) • •m N a CD U V N O m N r 216 Mech - Elec TEMPERATURES 00 cc!O N 0 0 0 C InN 00 0 •D CV � F-'— x cis 0000000 0 0 0 0 0 0 0 .O U 00 d CQ w'~O U 0o. 3 20:1 U. CO• cp0Ore CC u. LIu. L AIRFLOWS C CO C0 CO O COCO� 0 f�D IMO 0 0 x 010 00 0 0000000000 c .0 0 C) C G3 a d C CO C d O w t C �pp cp mCp £C U £� N 310W YY UWJO c E co RI H2 ZQE2CGaQJ ENGINEERING CKS O)CN O N. CN'- I�0(00 x X000000 c 0 0 0 0 0 o o O O 0 U HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK .0 m 0010- 00 0-00001 000?0000000�0 00T-00 000T- OC) N O CD OD O O COO 0 0 CO 01 e- M 000 0 000 0 0 0 0 0 0)000000000 0 0 a 00000000 O O 0 0 0 0 0 0 0 co 000 0 00)000000000 n 00000000 0 — — 000 O COO O O Tr IM 7 U k u 0• 08• •0 d isci 5(o 00 a ?: :U wi-0 o 8 , 0��m0'rf, >v)u)0C003:au.¢ c03 LU Internal Loads co 0 N n .. O. d is �0 Z a is A II O w C..GO V7 j d I ID.JCN tt�°..A ttwao w� IH cQ ` �atin maciv'KQQaQa0.=0 co U> Q u im 0 4U)0) CD co O v I- vi - ft a6 00 =m aQ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41.0 00000000000 000 0 000 0 2o nr. X00 N O 0 O O t..56 -k.'00000000000 0000 00000000000 O0 o d F- o a6 p , 0 L 0 0 0 0 0 0 0 0 0 0 0 O O 0 O 00000000000 O Z 0 w 0 0 I- m O 0 ij a= 2 E - .0 000000 O O 0000 CD CD O CD C) O O =J = m0 y+ mco ¢ ac O al U) dwi C 00000000000 000 0 000 0 0 a y+00 w H V c 0. m(7)m m ° d 0 CO c Y CO �O w c v0N aw A 15 0 0 -CO .0 U `d g II CO I O y N c.. VI .• = im mi 0 II Or C6 C p O II 10 11 'O J c� :N {0 y 16 Y Q J J a °� O O C� LL W O W O c i w==S..tn I .�? acs U 3 '? N ° J N O J. o >_ r c c� I. Q o 2 O w N O .Q U 12 R w — I•� al u Of CO L 'O w CO CO T >YY$N/0C6N$v= 0 m rn8in 0 cat-t....;CO -00. 00- R Wcncn�OO�aLL¢_=v) c mai co U>< 0Wv)CL000) 0 O)LL J° 00 O 00 Ino O 00 ZW° OOO 0O O TrOO OO VE < 0 0 o • U WQ U r0 J 5.!.cc+) o • 1U0� to o. C 0 Zv W 2 O 0 OO O 0 0 0 > 0 = 0 I. - H 0' CO LLI • l0 <12 In I - In O CD 00 0 00 0 COO OOCD N O CO N CO Ot O . 0. 0o O 000 00 0 o O 00 O o O O a 9 e 00 0 �u oo O° 00 F'.i:LL 00 O WW° 000 J W E 000 CO2off U J 'a O - ✓ o 0U ZQt 00Q JUS 00 0 O w 0 V v) PC O0 O 0 5 2 000 o 0. CO U C 9 O O o ° 00 0 o O 0 - • CN N O N O IO Cd O 0 0_ N 0 In w O • j L 16 t3 U • E U cn M N O N I - 2-17-10 Shd.trc c E N N Z Z 8 n. 0 0 w O N TEMPERATURES 0)0)r r N000 COD N 000 CO 0) N N- CO x m0 a- 11" N a- c Lci ci ctoNN- O n n O U GCS co d E Q .b 'O Da a3.r2 mLL AIRFLOWS C N NN 0x O �M CO CO 0 0 0 0 a - 00N. N. 0. Ns CO . 0000 N- ti M N CO . C in (0(0 O O c. CO. L !Oto C d dC 0 y C LL 1 i O` 3 x c` CO)6 E, o. u Em c w tW- 'x (Ya (Ya G F-2 (Az ) <S2a'Wa'QJJ ENGINEERING CKS C)C0 r (0 Cd =N0 7 d ' Z 0)0) N O 0 ••• C N N N 0 O r r co M HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK laa0000 CA000000N- 000 O ovo 0 N-0 V(Ao0 0 OOOOOo- 000NI� 000 0 0(O 0 0o0tOro0 0 O" 666603r:6666(0 000 0 0(0 00(xi 0rri00 0 21- r N� ' N N' 0 a6 Y y.0 000000 000x03 000 0 000 0rN-000Co00 O. N m 0M0_ U N- CCOO M .r- 00) .4- '1".C.0 O (0 r M In V O O N O :.i I- s a loco co 0.O. CO CO 0 0 0 0 CO CO 0 0 0 n 0 a0 N )A 7N �OD C a 0 U 8 ii g 16 to. 4:w0 w mU o c81,2 r 8 0=''O TD-1,I,863,5(6coc aooa)LQ moo) W Internal Loads O O O co co O O D O. CO 3 0 TO. Rx a R II O fA CwOO d3 Cd 1 AR ° L =moCiM=RVdNa°=vN� `��m°'n•ca?aa«aaco. D C0 =CLow 0><OwOga<mDc0 CD C o00NMr000C0 0) 00)a) NO O r 00 o Cor 0 ... r 00. • [O 0 0 L 000(0 V 000 O CO CO N- 0 0 0 CO CD �Q COO -•,.. 3 NMN CO0co0a-0a- CO e^-• r 0 MOO. m COO C CO r LC) NrN (n O C Cl)0 lOp OOONNMO000� N(0(0 t0 OCo00r7CO CO000 00 d) p .... r r 2i- o CD w c0 a 0 +" .0 000(D VN000(0 CO 0) 0 1- CO Oto 0 0N-a)0)to000 h Co 0 Z > O r (O O O r No 0) 0) t0 1"-- 0 O NMn 0) CO N -0r CO O r000 f` r I. m M r r (p NNN 0 r V') Ns-....N. 2� i EC 00000N 0 N N 0 0 �N �0 Cr) Lo c) O co 3 3 O to (f) ti (n n 0)- M O co co+ m r Q ay 0 o Co o..; .0 o o c0 v o o o o to to N -0v V0 0 n N- 0 u tO\3. to 0) CCO0r Co N- 0) v M_I NMN MO 0r N CO 0 a Ncik + m Ch r r O N NCV CO C a I • C 0. NN Cn O) 3 d p C Y al N O N C 'O dN a Y A Y 00 0 A N A COi(p0) O• W II O NO�II y JCaY d IIIION> N )ZalaJd J hd CO oJ to Qio LC3'=�'a` O.0 C=y-S-gmNm.O$O�.p >Y @'1= ° m L$ 6' =3m0ILaa C Wu(n�79a(Z¢5n a C c.: ) >i00>4a0waa00 o O O O O O C NO 0 00(0 O O (O C01 d x o 2 Q a` e N v CO :. CD O n 00 0 � 0 0000) O Q H o U)) O L C9 °o5 Ii a _9 (nO O 7 IX I- 0 CO = O) (0 CO a �LL r0 N 0ma° tn F aO+ LL et 0 O C) C° 0 W W N- a) J W 3 E (n° v U) O v 0) h- t Q 0- 0O 00 ZO m r 0 N 71 co og c V� do(0 Mj::;; ao to r C.) > m 240 gt I� O r N N N CD o co O Q IL N (I) o o 6 ) TO U U NNC U T co 0) N CR O ® Q H 2-17-10 Shd.trc ECo N u) Q E Wo V cu CD I Ca N N O w C 0 N TEMPERATURES 000 r'-000 C 0 CO O O D Ot-t-OD 0 S p)0 OM N N7 C CC) N C) N O O- ' O t o C r 0- 0 U o c E<O~t pa OZm1L N�� ILILIL AIRFLOWS 0 CO OD CO 0 �C �O0000 C A A M M CO0 0 a) S =0ChMo.7To.7COTt o O OO MCO 0 O C) C .0 rt g 0 CLL 0>> 0c5x.0 IOI 7 • E C•_ LLcn N j C0 w= Y NO a OS4= N x e 7 d c 01-2 to Z Q S 2 rt w ctQ J J ENGINEERING CKS co co 01.7 0 7 O CO O C0) tt)h O • N N W o 0 _ C O Q? O C O w j e 46 "aC m Z HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0 0 0 0 7 0 0 0 0 0 0 0 0 0.7 0 0 0 0 0 070007 '-000(0`- 7 1n 000 O 000 O 000 0N0 O(n 70loco 00 O 00 ONOOON 00 0 O O O M 00001-.0 O O N W.c 000O0000oC)N 000 0 06007f -000A00 CO 40 (/) m co CA O 0 O O)t1) CO t0 CO M 7 M 0 0o N Sm R c C Oo0000000NN0 000 O 0,00 O 2a m m �0 Qp atom aS ro c.• a M co a O 0 ULL nI cppcJO0OO C (0NU o�0c.a) a)0 yO o o ml° o " m y=r$m=Qd5Y,802 0i5 -;C 0 w Internal Loads v r` 0 CO 0 0 m i0I a P 13 A II A O y C«pp 0)7 aa) i C J 16 N N I• • J.� H ..... .0 .0 Ca �Q J112 (/) • % N'O>xQQ 'OaC 7 L O>QOwOa<conco CD C of o o-- � T- ti 0 0 0 0 0 0 0 0 0^ O N M 01 N 0 O O O O O O 2 m 0 0.0 o 0 o N 00 0 0 0 0 0 N Q a oi O a AI 0 m M O N MOO M O O O o OOH O) O 0) to 7 O N 00000O000000 f�ON n 0N- O ON01�N000 p Id, o CO lA ,- N ' 0 U O O e_ I- O Tr tib L 0000070000 M (A00 O 00 O o -71�N000 O ' • Z i- 1:0 0 NM W N07 CMO_ (A r N7 C)) m CA '- CM 7N ,- O O CA ,- i Cn -23 2- E L 0 0 0 0 0 7 0 7 CO O 0 O 0 0 7 _N O O CO 7 0 N N oioCO . tCO O) m❑ 17) 4. m < n. ai O C a) CO 0..; .0 0000000000 CA CO 0_O CO LOO N 0I w M ONO 00) 0 7 M CD O V J La a N t m ,_ . O C) 7 N O N H a c o. <0 ? fn Y 0) Y 0 -)O a CO a m d co J2,... •°.O �U•O8 II m II RJ c2.00. N Q010 dYa?J II d O p a O C� :a J i6 O p v (0 Z XX W. v ` O $ a?U woos°- F'r F° �v p°p� 12 0)1; 1- 5a w R d->, ~ N �, O N N N fas g - 'Q L° N .C) C= Q 0 m COO LL LL= a) 0. C awc.nn RO�00>a_LL¢CCon cuE • J0 co '0 ac)ca O>xO00c c i 0><00wwccomw CD LLJ010- > co O o o O OO O 0CC!) • O Lo O O co c) O O O O N O 00. 0 Z C) w S.. N a)rv_ 0 't O W 0 0 CO 0 M y Q WS 070 000(0 o Qo F N 7 N O C9 `O o w 0 oo• pK°00% u..0.... w • rn 0 (0 _ o) een O a) LL 00 N 0 0 (C) i- w LL N O O w wo n 0 C) J CD O O O O N CA N • M • a) O 0 O . • I. -C O ma d co IX 10. co o 3 CO U U E • 0 N O () O O02 a I- 2-17-10 Shd.trc N E E Z Z 0 s1 a❑ N Ea) a� O m U E GD U UI- N C m O N O d 0 N TEMPERATURES m0 r r (0000 C r r r N 0 0 0 0)N- N. (0 os 7)0 O 10 CO N 7r C 10 M M CD 00r (0 N- N.0 0 U 00 'E0w6 ocmiococcc AIRFLOWS C 0 00 O Oc0) 0) 0) r O OMO)N') w0 x O 0 0 O) x 0 0 0 0 0 0 0) M O C t N C 1L w>> w0 E 7 x (mO (m6 aEc p dw d 0S`C- xE7-d 01-2 Ua z< C r2 a' w aQ J J ENGINEERING CKS o c c' 'N! 10 0 N x 0)10 r r 0) U) CD CO07 I -M ONO OCpN o M O HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C ao 0� d H a6 . w .0 mom 0o 01 t a.o wm as co co 0000000001010 0 0 0 0 0 0 0 0 0 N N 000000000 CO co N N 0 0 0 0 0 0 0 0 0 co co C C 000000000 CO CO mm M M O C v 0 U `g II co D o c -0 ct L LI I1 0000_100,T52 -2Q )Q 010 d wo o c C.- o 0.a) m. a)0 w N0 O U ml - 0/"2 m m mr 0 w: o >cncYI QOs0 Li¢ ccj w Internal Loads 000 O 000 O 000 O O7OONI-Or(000 O O(O OCDMO(3)(0 OO O O OOONOo o 000 0 ON. O 0rC7 0MN CO OO c,) CDr Co v o ra° 000 0 000 0 N 1570 d = d R cn o. ip A (moo xt m = E s (Ya ii O c«pp ala C N€41 S (735' O J o N x d • wa N Q Q -U~ 0 a vwm'di DEE a Jam c) d)O KQaaT C 0 U>aOwOm<ocm O N 1` 00 =0 m c� 00000000000 V O'.. a6 8°E E 00000000000 0. II)m Cl) 77N N 00) 70 0 0 00N N 700 O 7 010 0) N 00(0 O N C')Nr (0 O O O co 0) O 0 0 0 0 0.0 0 0 0 0 0 00000000000 0 0 0 0 0 0 � (OO) CO O(O 0 00NC0(0000 0 r O O 00 0 1N 1Nn CO O (D 7 C') v 0) OO o 0000) N000 M (ON O 0) CO' O O 0 0 00 O co O N O O (M0 O N. n N N M 00000000000 00N N 700 0 7OO 0) N OO(O (O N ()7'- (O A o C Up A 'wo II JOOC�$Ca u_ .. 0 II -0co0 oco�U9vm°Oa)a)UI a) I° >Y SC8w a)a1 wv 10°- •0 0 °)a)N 0 c um cc o o n. EE c o) C � a. i co ui O co A ii w a 0 OW - J Ow � E W O U wa y o O.m V Q.� Ow ZU W Oo O o0 0)O 0 0� O O OO 0 co O co N O O O O r 0) O NO O ON 0) 1�O 0 OCO U) co co CS tea'0 a` C > E x'0I° 0O 0 00 0 CV 0 0 0 0 0 co N `0 0 Cr CLL 0_ 0 LLQ. EW�03 W MO r o (0 a 10 O (0 rt co O co m 10 0) m Z LL. N0 N oC Lo P t) , (0 0 0 Ww� m0rn J 0. O) C.) ;is [-Qv? co. 0— 00 0 I- c0>75 fix« 01 0 cm o 2< 0 N I- O C a) o d O O a a co j �6 Y rd 6 a) T u) N O > qw lL w 2-17-10 Shd.trc E co w Z Z -8i 0 as N ET) a• f0 Uo W U It= co W C • m N 9 m G 0 N TEMPERATURES a) In 0) O O 0 CN 0 0 0 0 '7O I,-1.0 X p)O n 01 N CV et Ctri NM000e- '0N-r-N- 0 C) 00 Q0. a�m IL 0 )0 U) 0 .- '- (0 0 0 0 CNNN 00NNN� .0 S O met etet O 000e -et 100000 Cl) CD 00 100 010 CO OD N CD OD U) 0 J V Q C 0 4) CIL 03>> r` 0 X.42f03) m0 d OSV=Cd,cE Soo 61-2NZQa'mct -t ENGINEERING CKS 0)1X) 0 C CV eF LIZ CO 0 x =CO C) N 0e-0 CCD OD LOU) 0 Oe-OrNN 0 CO et C) HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 0 o e 0. C Y C O) 0 C • a 0..0 4D • 771:15 C :.) H N S , .. '-COY 0 L ma l0 c 3Q ainm 2 0 0 $ O. O. ('‚Cl) 0000 e- M 000 NO O000 1,000000) 0000 cu N 0000)0 O OOOM Net CD CD N'- coo O'- et N N O) O O O OM 10000 C'')CO) CO 1` O et 17 NOD N o -d1M(;)- C� Lu pOOC0c)UoUoc c Ct pU• 9 $iI0 05LE$ $ - W Internal Loads 000 O 000 O 000 O ONO Oc00)001N00 0 010 0 et '- O O N 00 O O O e- d I- OOMONMOO ' M 000 0 01000000Th 00 00) In e- Co 10 CD C0 (0 C. O N 0000 IOCO)000 coc , Lo A II V L7 +" 00010 N N 00000) 00U) O '-00 O O C 0e R et Na- 0 0 0) P. I- v 00 1;N. a6 .m 00.c 0000") e-0000000 OO CO 0 CV CD O C) OO 0,z 10 CN N M0(0 0) co et 0� Nr-• 0 MON- 0 N CO C m et el' N eh C) CO 00000 NN 0000 N N-001- OM O 00-00 MOO O O �.0o M et NN (0 0 O0 d L1- O S a6 L 000My-et0000 N- M00 0' O OOf�00D000 M 00 Z�" j FNM O OCO 0 0 r-00) O p CNN cD 0) O I� O et ' OD N C) H co et el N M 0 6 IN 2 N - Et 00000 CO 0 CO M00 CO NO t• C00 0 O 3 J 0 CO CO (00 100 M (NJ N m d } m O Q as O d Cl) 0wi L OOOM'-(000000 0000 CO NOO O 0) 14003 a -Na- 1Nf) M0 n 0) CO N. J ai Q y} 0] et eh N M 0 6 4) ~ V C O. Ty 41 O) 3 4) 7 N a. C Y CO .0 0'-cs as N' a 0 _NeO O la0 .D 0 II y II CO 2 0 0 N C« 10« 3CD x 4) II H LL JOOa� -0Q LL II O II cocoR�.N d=dd >•� w stnU ocoa o c c o m J m 01=:dNr Cx oNa o 0-.:-. wan v, �U ° $ m �° �o w m I-- 7) ° rnm L E c �li'c°=rt a 4) a�� m m (0 t- $ 0— •'Q i O' y 4Q C= Q 3 M CO 66 0 0. C >>cY $ co_'O`� 3 d rn a _ C. -.ter 0.:'iia a 10 ccocoM0(75aLLQ � cn c nal co ce come > ( 0 C n ( ILI OLL 00 O 00 J° CVO O Oui Z' aL et0 O 00 Ow1M00 O ON OE N O O 0 co o Orn r` O OCC w C :01) E3 . `I x 0 I- 0 100 n_ 0" ON O O0) 0 11•1- 00 000. O < 0 r` 0 N O ,L^ V L O S O IL co 1) 00 ae� N-0 x 0) 0 0) m Z m 'L 0 e I— u- NO O WW° I.-OD J W 3 E Lo V) 213 Ja 0- O 0 ci0 Z Qt -Jas 0 VN 00 N CO 0 CO U) h a 0 0 C O I- o 0 M O M 0 0 C') OO M N O O 0 (0 O et 00 O co 525 24 0 I- TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 5 of 21 2-17-10 Shd.trc ai E E Z au) (5 d0 d C O N TEMPERATURES 00)7.77000 C 0)e-,- CO Ci CD R CD C.- h CD x 0)0 N M h N 7 7 ON C')7 00— =Oh hh O C cQ�vz O:O: u.u-u<aloocc. AIRFLOWS OJ(o (0(0 0 0) a) IC) CO, -70000 C N NN 77 CO CD I to CO CO CO O d) 0)00000W0000 L(C9) u 77 Nio7 O O U C a. a' G 7 E= — m@ d Oxw dX E a d d G H2 co z<.E 2 Wm!ct<JJ ENGINEERING CKS 0)O N O C h0) O .a,— 0 7 0) x )@(O CO h co co CO C O N l0 h O co 7 N In V HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C 0 O P. N a6 o, LU C oo. ainm . C @ N 2 20 @ c3 a co co a. M O V V Of CO a a co co 0000.—'-000(')(0 00001 -0)o00‘ -N 0000 N IC) 000OM 000 0 0Is. 0 000 0 0m O O O 0 O (n 00, 00C') 00 O 070)x0(000 0 00100(00 00 O 0 0 0 0� N- 0 0 0 M M 0 0 0 0 0 C 0 0,- 10 0 M 10 0 0 .47-°? U) CO 00 0) CO 0 0 0 0 0 0 0 0 0 0 7 1" CO 7 M 1n Internal Loads 0000 00000 a CO 7 d R o'= a 0 CO= a) 2E'.±.16 II a 0 w C X55 me a -I 07 C N 0)r �•�0 7 i �° Oo�mxmdma(0- L L1 U .O a) @. C 7 C o f 't > mazy) .0 :77. U>QVWOgQN00 a) — CC co M Q 000'-.0000oM 1070 M r00 0 0 0 0 10 0 0 0 0 0 0 Oco C N M MOO 0 cO N 1n 0 h CO (O '— r '- O u) 100.00 ' Grand Total =_> O ^o 0000x.-000010 M�00 0(D000- 0M000 0 C!e (f) O rN 7 O C7 O V O — N H 1' a6 CO +� E 0001fl770000 N (007 O OM co OOIAhC0000 O M 41 �@.. 7 a) OCO O COON 0 CO0 CO CO OCO Z O C")'— 10 (000 CD OD . OM O H m (0 (0 .— M .— (f) 'CNI - C� 2t a2 M E+" L 0000010 0 N 7 h00 (r..O)0 0n (00 0 0p 7 5 7 7 M CO CO CO M (a°> d+ m a a= 0 a) co (1)..; .0 0001()7.00000 0)0'Cr CO 0)00 0 C0 O _1 A 0) Or7 CD N CO 00) a) li o. <6 O f0 rM r (n E a N y I- a c a @ N N r C y of 7 V @ .N a 03 aU @O h3'O U 8 II .a0 „NN tu. AY fl.J 1 J— Z— w O.�U O�pB per[_ c 0 '� O _!'iO+H .a�w C C @Na FO d5,-5,Uunv`�,To Ur 8-a .....°) --0-.c1) 5«Q�c(7oLLLLxatia a cccimW 7c9agQE('n •°)� gami TEMPERATURES at -. A- 0 0 0 CI. 0000 43 OD N- NCO d X 0) O N 0? ( C- — C C() N CO N 0 0- •pOt`NN O U Cc< 0a. -a mli ca IX IX I<000L UU p) O C() COM CO O O O O 0 1:1C NVCAI CV 0 11 LO O N N� 0 0 0 0 co co co O o U U. r t Cu C d d O Wt O)O) . IL> CC. w `_° W CO 5 E,� n ED_cwt •)7 A m p1- Cn Z< CrLG'X g0 Wd'QJJ ENGINEERING CKS O)0) M CO CD coco x CO co art CO MM CO CO CtO("NI OD0)N O MMNO o-a- c C q 0. 0 E EPltd 5 d HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C . o r 0) CO C "j m ainm O = le O O C 0I- O = N 0000 CC) 00000 co 0000 c0A-000C0C0 OOo00)'000(0N 000 O ca ca O 000 O7O 00)C')O00000 O 0M ON A -000M00 0 O O 0000 n N000 NN 000 0 OCO O CD CO CD CO N OO CO CA 7 c`.5. O O O O� O O O O 01. O ori 7 0 N O 0 8 0 `m °0 yOCC C )000OOCOC COp O 0) O T� N N N� 8 @=a W Internal Loads 000 0 ^00 0 00 a d io o z a 0 n c a c«CC" CO da a CO IIto II C N IX 6 O C ..as fn= R (0 -d N 80 N O J-1- i«0)0Ca VQ O is ..-1 r:/.. 7 y C i • rn$y L«ap(aaa=«tea C CO U>QOwOaQmXm 0 C We 000CD 00000(00 N -ON- N 000 0 00 co H V O nn et =m 8 0E 000 ^00000(0 N- 00N A- 000 0 O Q C. N m CO .- O 9019 Cn 7 M N c M r Cl) C To -7 0000'00000CD N- (O CO N 01' O OOOCOCT)000 00 0) a I'sC ... d H O N. a6 M W r OOO(O01.000OO 07 Cp ON O OO. -(00)000 CO O O Z O j N 0) N Nr N 0 N Cn (0 0) Cr) co <�,- CO 01° O M n M I- m �M� M r CO 0o1 r-- L.: E« r O O O O O N 0 N V 0 0 � o ' 0) 0 0 0 OJ (NO N TY ((0 co d+m adi 0 a) co 0 l«0• r 000(0000000 CO CN00N W NO O 0 00:1_, - al— CD 0_0 0 O a) ai Q N+ m 0 M1.6 O e- C N I- V C 0. id w N CD d .1C co 2 co Oa ohpp t u u caoa0-aa)x 0a. d Ta y=«N0ocou cc8.2 o Jw •CC 6Q 0'''UnN�':�~`11- _1 a.>Y$ m m ca $x �4* ae~ �Ec=u.MXt2ciI�vaWQ0 =C.- st o« W(nN�oC9�aLQ ma2n WAU><C1O(IY0 u 0 DIU- Z*CLL 117 EO Ort- -j --. a_ >,r Ohm g 0 ZU w (O O O 0 O NO O OLO CD -O0 OO CMO O ON NO O Ov COO O O N CO C() O O O w C E O o X 0 I- ID N CO Y (i"- 000 0 N co 0 0 0 0 C O Q ION N N O C. U' O o w p Ot � LT. OO C= V LI a. c111W Ma NO 7 CD i ONt LL M O V 1O CO 7OO > ,Mo to J 0) o (0 = rn Co co 00 lL O N 0)co Op° 'nom N- C. F tLL MO O C° W w nO O) J W �. E N O CO U)2 O c0 J Q 0- 0 O U ..0 V' O 0) N A� coca N N O. O Cn O N (>o . O O O N N O a 0) o a O r 0 O ce di CD o z g C) E o M (n N O N r > qga I- 2-17-10 Shd.trc C (0 E N Z Z 80, S co Cl 0 TEMPERATURES 0)0 r In 0 0 O C N 0 0 0 •� 0) I- I- (0 a)OOlO I- C.4: .0 61 C) M0) OO e - 'O U) f- f- CO 0 (.3 C `0 i-•- ac carea'ceu.uu AIRFLOWS a)0 00 0 NCV 0 CO 0000 C N N N CO CO in co N co m al m0) 0)0) O N N000) N O 000 =MMM COW CD CD CV 0) O 0 c) C ;c. y CLL LL O`�K�°t00 ECW :_ y Of d I 03 o x w C E 7 a G I N Z Q 1E :E UJ Q J -J ENGINEERING CKS 076? co � v0 ui _ 0.1- 01 0 11)- C 0 M N N N O .0) �0 M co HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK a) O c11).6 C Y Mt 0) R C j m (I) Ca oO cn V I - a.) 0 = N "gip Y N.0 _ 0 co c - a¢ o_ u) o 000 0. 0. N 000000000. Nr 0000CDC) 000aoao 0 0 0 0 0 0 0 0 0 co co 0 0 0 0 0 0 0 0 0 00 CO 00 0 0 0 0 0 0 0 0 0 OD OD CD O 000 0 000 0 0 0 0 O Oto 0 00) N. 0 CON- 00 0M OI.NOON 00 00) 0o{C+) O 0000 0C0000 OO �N00 0 SCO VO CO N 0 0 0 0 CO 0 0 0 03 N 0 O O CO O CO W M (9 a c is = a A I yE= 0.11 U S II6"O 0C'ONp.0 II .a3 . GO �o aJ aI1I1 yoUocows o�0 J« L ..L=tS�toNL Qwoc Q00UMyVU I2 CL iiadM<3-c8.- aSco op N_ Y -0 DC `>1n 1n CCUU3aLLQcop g°)cso;aoae 0>aowmaco) c O N I, OND 2m 0 20 ��pp 00000000000 N- U) IOOO 0 O C a5 ION 0) 0 ` . 0 0 a6 C0) 0 t 00000000 00 O NO00 to tC' 0) 0 0 O CV Q.� m 01 NON- 01 Cr) M Vi C •- t0 h 0 N Re 00000000000 CNN 0 OM O OON co M000 00 O 0 0 aLOi cn a� \O .0 0000000000 O MOr c') O0) O OONM x{000 O �` Z ] IOO to 0 N MOM O O NOI- O ,-N-CV CO Hm I1) N e- 0) co' 0)o 25 E+" L_ 000000 O O 7, o o O co M 'Th O 0 v 33 O O M N CO CO C 0 <a a o a) N CD �p.0 00000000000 NOOO In0') 000 0 (ND 0 Q'} CO NON- 0) M N .QL. 0 V N I-: CO a H a c a 15 = N 0) Y CD E0 w c a d. CD Qa,g n 2 0 9 0 }G ill 'Np jj O 0 N C .. a• .. 3= 0 II d JN .0 z, S IO II -0JC>N000Y O'J O S c3 S CO C'I O O C O0=S=aN - :9 0cn0 Opp O2G c° o J O J.2 g'C L C c W L Q F2 012,9'UMMU° C0)NI2 <O �j I- a)l0 L E'O a)COCO O - a 0 5, 5,'p~ N N 0 r g f6 =' E L 00 N .p C C. O COO LL- U 0 0. 0 >YY O Cp_"OC� 0 0 ON O - C .0 0) -.> C...) G'a O. L Wcncnce00sa_LLQ ccn c •a2 co V> <GOWUc co c crGODu) c CD O)ll 0 0 0 0 >°N- O O O to ZW0 ro co 00 O CMO co ON W3o� No0 0C Wa_ y O Qm �O 100 �O O� Zo a W CD om0 o 000 C0 00 0 00 0 CO 0 0 0 0 0 0 O O- O LL 0. .0 N- 0 7-- _� O O) to CO moL In o v >to LL V O O 0° CMO M J _� O CO � C0o I co to 0) FL r L WLi. W J W E IOO N O U 00 J. 0- 0 CO 0 N co o M 0 N - t O 0) 0 Z at, M O N JV2 N0 M O 0 Oc .) N ( >,L N O m co 0. A 0 «c H C). 0 0 TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 8 of 21 2-17-10 Shd.trc 0 E Z a� M S O 0 co d c 0 N TEMPERATURES O)(.- 77. O 0 OO C col 70000 O� rl- 0x 0)0 If) .— 00 N d' C(nNMNOOt- InN1`t` 0 0 CcQ0v 000., mu. AIRFLOWS 011 cr) CO CO C 0)n a) S O M(O�) O 00) NO00000 cm 7 77 0 U)(0(0 00 0 000(0.-00000 M M CD U M C (p 0. w � R c ac) m S a « s t Ldpp y CLL co >E 0E w Y 1 d or= E7x E = o o D - N z 4 =:E0'W0'QJJ ENGINEERING CKS C (0) a) N x O O O C OR r W N O `rG1.O 0 a)) C O < «g. E E ettaiz HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 00001-0)00 CD 01 000 O O(00 0M01CD 00 O ire 0000(ON 0000)00 0000 CD CO O.-MO01 00 O � CD000Mr000� 000 O Or' OOh0��.00 00 a5 C .Ng a)t OOOOMN 0000(n 0000 OInOO4O ONU).700 OM (a c j ON MO CO 0 0_ (O 1- (O1- In r l• CO'a CO CO N r v N v a) 0O M c VH tu a@ O =N L 6 Ne C -c OO0001OOOOCDN 000 O 1-00 O M d d �0 aa. fAm N ,-V v va v ( ( a a 0. N co v y0 O U n C�I ,O5oCU (°0 c 0•::w0 0 y U o U N I� W Internal Loads (0 3 a co (ao x to t E x (Yo II O V) c«55 d3 aa) (0 ocean=ooh°-1 1- w a) o JQ I I- ..wwca �Q o t0•o c`°`cs3wpwmtT a J)ai in = c a ?saaa;OH w a 0 C>4Ow00a4co 0 0 MOOOO Q)01 00CD 0 00 (N (n N N 00 00 0 O 00 0 0 I- O M a V `t 2Q0 0.0 000000000000 0100CD 0 MO (0OO O N Q N m �6) 10 MO(f) N M 0 N c coi . co r (V N CDN �e 000 �CV00000� up OM00000)MO00 O �s e 0 O d 1- O co a M MO y W.0 00000100001-. 0)000) OIn000U)0)M O00 W CO� Z --- 0 T (O I�O(O co N MN V _ p 1- 0) 1-- COON N O ' c0 0) 1,- ,- co f.. CO M M N t- t- M N M cr Si 2 E+' LOOOOOf� co � 0000 CO ((QO Q 23 N+ m— Q ac O o y r y+ mEa N H Uc id an c N 18O T 000000 000000 CI 0(00 Uo0 0 NIt M M N N A 0 vc 0 g }( n J 0 o c3 0 c� LLC II o. oma❑ o c c co . - o. 0 .... CO U)U O,_ 0 m 55."mmm.t$ CU •P cc�u)09C0005alia �0) Internal Loads 0. O) 3 a) C Y C is'0 0 .N a Y A as o 0 N c.w �.. 3= m II 43J C6.Ndat�aaJ I- le J 0 i •.COI C_.CO- 41( In N 1-O O) 16 ' E 'O N a) R a) T cco xt U C LL rn �' z=cas-.to..;u-ao. Jai 0>400wcartom , O N 0) N A1 0 lamC7 OlLL h O O O O J0 CO O Oin Z cod "T. c? O OO OW <0 O 0 ON W O U 0O O 0M WQ CO •O ovco O N 0N•) w C v>_ E = 0 1° N 120 O W O N 0 In N la air 000 0000 0 Q M CO N N O i 0 `off LLa 0 M 0 CO reE = o (OC) O 00) m LL M 0 N 00� t0 op r'.O.LL c00 O w° cNi N0 W 0) J W 3 E 0) (0) u) 0 o O Q 0 0 Z Q.m 0 f'-0 N cud O r 0,O O c (i N Z,C N- CD 0) CO 0)2 MO I0 a7 0 l0C ISO N C) 0 NO 0 N I- .0 > c 2Q 0 TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 9 of 21 2-17-10 Shd.trc N N E (0 (a Z Z 8 S us LL 0 O w 0 N TEMPERATURES O) r r N 0 0 0 C r x 0 0 0 0 a0)NNN d x O)0 N- CO n N 7 C 11)N M N 00Or O C.) 00 m c pa 3�2m)i memc co L)Lu.. AIRFLOWS 0) 0 0 0- 0 7 W N O N COO 0 0 0 .(5 • M MM M CO d X C 0) 00))00) 0 CO 00000)000 00 0 O OO CO O O 0 C.) c r r re To CO C d d N LLL R>> .O`OKcpWR S `m1 a") 3 EC 0I ETOxE*mm 6 F -r2 Co z< 22a'wa'QJJ ENGINEERING CKS N n 1• 0)0 n 00000 CMO' N9 o r ON g4 Z3 V C.) a) O C O < - g. 3 6 HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK ++- .• 0000 O N 00000LC) CrRe. 0000 r O000N0) `F" 000004000(1)0) a$ O) CO C OOOO ONOOO CO 0 CO 0 0 .- 03 0 7 0) Q • — N N N CO O C/ c_) H 2N m N r rer • y y.0 0000 al O 000 COO • fa C 7 CO0CO.N aQ aNm Nr NCO 0 C a N N Cv U - l0@g I IG c.0aL.L.d�cO Eu)0O a::a)0mv, UIIo om f61'1'g2m$=a nnixooal�<v) W Internal Loads 000 O 000 O 000 O ONO Oh'ONN-OO 0 OM ONNON-0)00 O O N 00000)' O O O O 000 0 OMOONO01-'00 ' (N') M 1N1)_N O) 7 0000 N 0 0 0 00 Q @ 7 d m AxaA C m A IAN dOCaa 7 III .O J N.o aC'J To ce oC`y x amy — a NQoa) JI- Lc5- 073 CL3 °E dOL j = dy>. co a 'y a2 Cr) aa�KQQ'oaC7 c»QCwOaQmm(n o _ fi e 0 0 0 coo x 0 0 0 0 0 Mo '- O CO 0 x0 0 N 00 0) e H V 0 It �o a • m a) co :c 000N N000000N 0O O O00 N et O0 V > 0) co v O v v CO N- N Q CO C m h 00 N M Cn CO 0 00 W r r O 0 N d Oo 000 V)r00000 n MOM O ON 0 0rOO)M000 00 aV. I— r r 00 N. AL.) 0 +" .0 OOONNO00000 0O OO O'0O'''00 M000 M O)CD Z 5 NOO W 0 M O N N. NOM CO F- m ao ao CO co r r r r N. 2› E� 7 0000000 O co 0000 00 co N coo O CV J co co CO O Q a) + m Q o. us O d 00 �p C o00N�M0000NN O0O O LO00 n N d a+ m N. CO • C' U r CO to Oo U) 0 Ea In i_ � C 0. TO rn mm C y m 00 to C , fl a 0 Dp A -1C 13 N co O 0 II y II O CO y N C.. �.. 3x d II CL EL 111 JNCV Np H Cp II 7150-CON OJ O�'NRa)10y aJ 41�U O O C� LL ,(_�6 J W O C i W=xxwfn L O a0c C._ J._e- OL+'CCdLa I. 0 a) a)0 w y0 o a%i2 .y+ m 1° o)m E•o w (o A >. a >YYg Smmm$� 0 `m V) N—' JZ) ca ter d.: 'i 3a Co W (4 (n ctC7 0 a_ c1 < c Mn ( J a i co V> a to >x Z e in 0(U v,OO J co co O) OO O U) Z L oL o O 0.0. I Q �O o oN W O 1.3 M0 0 „._co0 •1- 1 •,7) N 'o Q.?_',0) 1n0 0 0cl 0) O g N O O ra Z_v H • x2/ to yd C K c E. i0 41 Iw < a. o }° ON 0 N CO w W - MO 000(0 0 ce Q 1 (n (0 O L (0 L of 0 u. a a 0 (0 C COO 0 CY co 1n 0) a �LL etO N Z en 00° OO N- I 2. h0 O Ww� N. 0) -J W 3 E 0)o co y2� O "c5! - Q 0- V o 0� z JVD -O O O w O 5 vin 00 r O • O r 0o • 0 0 • N N O 03 O O co c (a • a EL • 8. N o E Ta t 8 ▪ co M fT N CO O ow • c g 2-17-10 Shd.trc •• a) E m Z Z 8- °' y n. 0 TEMPERATURES m00N N(0000 =0) (0(ai 0(0 O O O m x O)OCONNN77 CIL) 71Or 00.- .cor- N- N -n O U = 0013 o CQ.L., O ayL�,2p01i fq d'Cea'IL IL IL AIRFLOWS m0)MM000NM n0000 00.--M00 A x C)N N -N 0 O (000)t-00 000 cNNN 00 N -NO O O U N a • C O C CH tV O 'c -EL_ ( O) O) d • 0 O O x '►• C tV X E 7 d o O I-gV)ZQ5 0:w0:QJJ ENGINEERING CKS O M 1 000N IONCCO ri Ti Coy-nnM O r r M N- U 0 ry� C = O <'�F w g . O E EItw 6 ettMX HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 00000)0000(0 M C O e 0000,-.J:00001,4: `�" 00(00 noonM a6 000 0 0000 000 0 O(00ON70C0N-00 0 07 00)N0C+)0 00 0 O 0 OCA OrOTiN 00 C Y CA.0 00C)ONN.000(D0) 0000 ON -00,4-‘-000000 0) O) Co C j 0 OW MCO O O 7 N N CO CD O. to m a .- O 0 N 7_ ION CO 0 — , 7 1 , 0 O (01- o N 2 , ••m yo= 0000NO0)00000 0000 N000 P. Mn 0C-3 nI!') .- N 2¢O a.W CD 1 M a CO C) N O N O N $U o m g J°j$o$cQ d(O 0C Co EL a) o0N0.9.m_'iOmi 05.5.8mmN-t$03 >LocoW00 ati<=Li w Internal Loads w 0. d i N EU) #A N N a, ▪ C C CDU ▪ co1. CD O • m N N O N d C 0 N TEMPERATURES Mx? (N! (0000 C CO 0 0) O O O Ci •a CO CO CO CO S 0)O O 10 N N cf .— C10 M M r 0 0 A - • to O h h N O 0 C C Caa pa}L7,��tLL (an �'C4 La. AIRFLOWS 00,1 MM 0 0)0) CO 1000000 C CCOO 100100 CO COM CO00100 N o 0 S O) (0 00(0 0 CO 0)O 01COO)0 000 C` 1 M M Cr- Cr (COO M Cr O r .-r .- 0 0 C g cLL O» 10 OLMx0)06 LL Ea 0 Em-cwtW x 1Ya 2 G 1-2 N Z4S2ZWa'<JJ ENGINEERING CKS N 0 O)h CO l0 r O) CO C O Cl 11) M N O N�CO CO O M r 0 0 O. C O aYa 3 O 'EE 'EE) m z HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK C 0) 0 0) N 2m O C r e 000)001 h o(D in OO toOMTr. 0000)Tr `�" 00' 00)M0001�L a5 CO CL 00000 c0))'I' 000h 0 000 O 0CD00.-00 CD cn00 CO NN N 0 0 3 O 1C) M .— CO O CO h C') 0 O. tom N r C') f') C') CO_ CO ' O) M • /- o00 000 O 000 00000N h00)C') 00 00) 0LI) 0)OM000O Oh 0 00'1'00 00 O O 0 00000)h 000 h N 000 O h 0 0 0 h 11(0 �v C 0 a O k U g J 0 0 0 N -0 LL C II 0U)O 0 00 0 c c o:° =m,a. 0 In 010 0 U�I- O ._ ._ w N N— ._ (6 Ssg rg ff LI) Internal Loads 0) 0 N A ii w a as _ �� 000A-NO00000C) 'N0) N .-OO 0 N e 0) i F V d ICh° a .m 0 0t 000N 1000000010 100 CO O OO 0 20 U « 00.- N 01 0 0) M O 'a ¢ COm C')�.- C0 (PL) .— M N . O N C .N- NCON 0 N co O O O N t..6'e OOrM.-r0000N� 0A -N 0) 000001-NNOOO 00 r o H 0 3 a6 w .c OONN1n1000000) M0(06) OO) 0000) CO 00000 CO M d 0 7 V 000) 0)00) CO h (0 CO co 6) (0 Z O M M Trr N N Or et .- N 01 N. NI 1-m CO MN. 2 2 Ew t oohooh o a 6)00 O) o 0) CO0 0 CO 7� h 7 (00 co N co CO oLt O y+ CO ¢ a Ill O c N 0).d .0 00 CDNLn000000 (0 10000 O 0 0 0 CO 0)06 c 00.- N M 00) CO O O as J m M R.— CO CO O.- CO N CO N+ r Of CV �N .h- M E ▪ ¢ N 1- •p C 0. (6 .y, a) 0) 3 a) rn 0 io Ya CI cp A IA A fq w 7= l6 U 'O O C4� ,,''xGG R S >a II 0 II O. O O O • U -O DO 0L ii O II 1�a c 106 0~ ti = CD aAt = �_ 'w° J - O co C o g c� C 4a -a O L tn2 =.. fn GCnU €(npOC C0O J O _10�:O L.. cCRLa 12 - ?_Uu' (0�t 2 C u I- 006 L EC7)LLLS'3 2 O >YYgmmmm$vwO as rn N=cat?.co..: )sa R Wcn(nWc9c7dli¢5v) mag C,) 030-o o)Owv)a0'GMin C. 01> COOO 0 0 1 o Z Lu ro O 00 O 00M0 O ON 1=. C U CD O OCD W▪ a O O 0100' co o O m v0 O ON • �� NO O OM M O Zv :0 E 0. S O 1° 0 co Q o 0 In 2 L 07 O O O O M CO 0001(0 0 CO CO 10 Lo -e 0 Ii a d 10 O (O co co _ in O 0) m LL N O N Z 03 a)co O_0° CO N- I— I— dLL NOO 0C° • O W W h 0) -J W3E (000) (n U M 71 2 N C (o O • N c coin P.0 10 O (0 CC�6 M • 0 O 0. 0 U C COO 0) 10) 0 N O 0 M I- V < 0 2-17-10 Shd.trc a) N E m Z Z 8 o' 'S a 0 M 0 N C, C 0 N TEMPERATURES Lo. CN ) 00Q c 0 N N U0) 0)M 0 0 0 '3, 000 CO S le CD co.—M NV''- CCn000� 'O 0 C.) I-0 p 0-a 2m U. <(0 W 17C CLLL LL LL AIRFLOWS O C)4)00cf0000 N -N -1,- .1. 1M MM 0 0 U)M.-0 00 0 .= 2M n� N. 0 0 U c s To „co c>j 9 N 0 0 N TEMPERATURES 0)(0. (N4 (NI N 0 0 0 C- 0)0)00000 '6n CO CO CO cox 0)0 nM N7'- C (f) V• V• �t O O r 'ol°nnn O C c<1;:1 -„,t aa.7a r2mli ac000cc nxx� IIIL CO CCC) CO OTf1°N- CO 0000 co co co co co 00 x Cl) cN-VI nn o�MoCON- No No • n n n M n 0 0 ° J o LI - a L 0) a 0 CLL Ilii �i61u t0 Oi o a)o=w�dxEmm0 O f-rL m z < .E Wu) d'QJJ ENGINEERING CKS couo 11) C(0)' 00 (M 0) co0 S O)n00)InMO cr r -MN 0 Conry 0 01 O C olt 1: «csAl! G7 C1 m Z HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 15:q OO OO O n 000(0 C) c o OO N OONOO O d• 0) a5 000 O 000 O 000 O 0000 0000)00)0)00 01• 06d)OMcO 00 ON 000040000 0 O O C . NL_ 000)001-0000)0 0000 ON00000)00)000 I.- 0) 00 C.- M U M N O O 0)00 a) 0 d aa)) 0. 0) co' of 0 _ m VC I- co N N ' _0 0 C 000000000 O M T 000 O 00 O O IZ _< am(n v W O O C. C. (0 V) a c 0 ;= a 0 0 U ^ ^ 10 m 0) N.O 0 8 II N IIco x cm t S R II 0. Ca ( L. II '0 II aJ tl) BOG d= aJ II 0cnOOppC°0 C20 o0 ._N=0i0Tdfq ` w 0) .. ° J 0 O J O 0) 0) Tom Q O O co d U N -650:2 o NIS W U~ O) l+"0 �. 9 N 0) 0) O E T 1- >5 masmr =a rY12 0 c.- c3L�w.m da a d�cY m gam °��i o .. Q (oaa•-«ct. c W(n(n�c9c��aILQS(n �a cn V>Qbw4�Qri min (fu 9 C 0 0 0 O O N 0 O O O N M O Tr N- O O O O 00 a(: o N i 1- v O r.. c..4 a$ 1m0 0 0.0 00000000000 0)000)) M 000 0 0 a Q C. N m M M M c0 2O N c 0) N C loe OONOON0000 M COMM 0.70 0000)cc) 000 0OD 0 m o ... dN. At H O 0 L_ 0OMO O�0000 n MOO) N ONO 000)Nnii 000 CO_N Z p 2 N co ((f (n!) M CO10 M M V 0 H co r r t0 PsCO 2i a = E L 00 X00 (� O 00 X00' ^O M UO O CO C-) N M Tr n Q as 0 o N co .0 00000N -0000N 0)000))(CO 1000 0 - 0 Ps 0) J +3 10 .. N N V M CO Ea co+ m ,- 1 V 0 a f0 0 a) co d �O t°o 0 A in it o H co c.. ... mx d II d J `m �C9 �UppO C LL II O II RJ 0 O. -N CO co ex 0CL O. II v o O c 0 0 CmC-0 ° �0 O c v)xxx - u) L a(nUac0pO� co 0 J O J�1-;o�.,,,cc(o),a 00;2. Upo NU vm1- c.2N01- 011; •'- EC7240 xt ., 'O >YY 8 (6 (0 <. m $.7;C 3 C) ON - 0 r- L a L -.L aa.) 'C C 0 W(o(nIY(7O5aEE< (n c 11a2 C/) 00 oz x m coG�(0 C. 0)LL 0.0 0 00 >0 0 00) Z coL 70 O 00 0 W ((MO O ON n O O O 0 O o M Wa .s 0'm0)oO 00-0 0It. co00 0o. +-o ° Z_v f' - Q wra in 0 " 00 0 00 0 CZ .0 co 0 S7 coa `o) 0 (0 LL O d; a (N O V LL 7 000 41 O (M CO 90 (0 � � W O c0 x O) O 0) m LL 7 O N Zm° oo co 0 a o n .d.LL (0)00 c° w W NO 0) J w3E or0co co 04(3 n -CZ Q 0 0 O U 0 at 0-O 0 J V� COO O 0u) 05 00) ,z, -as r V g O co(O O O co o. 01 • CO MO 0.. 1- 0 0 so •c > c < 0 a 10 O N N O ° O 0- 2 aco co o E Y U To' g M N (n O n � u -I® c U a) I 2-17-10 Shd.trc E E 0 0) Z Z 15 8° .o 'S ao O N d C 0 N TEMPERATURES coca N N r 0 0 Co 0) 0) t` 000 '0 0) (D C0 (D x 00 CD CO r Ner C CO M 7M o O r (0h nf` O U d C0 Q I - I- V 00 0. 0 ca U. g)NNN 0C0WrNN0)0000 C 0) 0)0) N Nr0)NM S co CO MM O W (00NMO0O 00 O ' -M07) CSO)CO NN OMN O o LI. N N.. ION C d C. N L (Z.. d d m4 d ox1.=E cualE � m a10i C I-� (A ZQ Sria'Wa'QJJ ENGINEERING CKS C W O 6r O 1' d S Met. 0)70C) C Imo, C- COO co 0 - N HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK 00(00rr 000 O C a�e 00N O COQ? 00 O COM 4) o OOCDONr0000. a6 C 4C O)t 001- 0 Mr 0001-(+) 000 O 0000 OO(0 OMO0 OO 0) m COC 7 N C0 C0 CO 7 r CO eh 111 N d d (O CO r O 7 CO r N co O Q a m N r 7 N N O c UO I_ d N 1-:0 Y e) 4: 0000 000)O OON- 000 O 0000O N =0 (0 C 7 COOCV N 00 0 cn O d d MO amm ('r(h M 88 0.O. co U) 000 0 0N-0 000 0 ON - 6 6 6 r000 O O(O 00)00 (OI- 0 0 0 Or COOM(O00 O O r N 0 CO 0 0 N N O O C a o d.+..U 're, g II e ` o as" po� LL Qu JoczO(D c-asnUoc00 co - 0. ddUNNoUro_ YY_p @8d@ap�w- c(nco) cc09�aLLQ5(n W Internal Loads a to c d is i1 .)C: CO (°a= CD 44LE1 ("a II :cm(JC N jpGG�C 7 J IIIii p i(nSddpa('a+� v«st C Q�vm 'a .72 ('oa`a'=d c liC d d'0 > xQQ S>w C 7 i51% 13 CL L U>QOWOa<(nnm 0 C wco o 2 i - co co 000 CON(000000 Ns CO M N00 0 0 r r O 0 O L ai asds OOOCCOCo000o 2O (A0. 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(NI N O 00Q C CD CD 0) N 000 a CO OD CO CO x p)C) CO N N NST- 0 7 CO 000r OCnNNN O 0 C cQ�1-t mQ0. thti AIRFLOWS 0) N N N 0 N- N at N 000 0 V' O NCD C O 00 r d S O) 10 IOII) O n n0 NU7000 0 N WC -•-1 r0 N d' 0 0 0 C Aa 0Oj CLL LL>> c c •W l0 R Cha d o i w 5 d K E 3 d d 01-z V) Z Q s 2 ccW d' 4 J J ENGINEERING CKS CD N 0)00 MM 0) CO CNN Cn in co ONO 000DM o N M HEATING COIL PEAK CLG SPACE PEAK ++ OOCV OCDC, O O CDUl C j a 0 O N 0 0 0 0 0 0 N O) 0 H "' 000000000 co a6 000 O 000 O 000 0 COO 0000 a- CD 00 OC`') O•T-0007 0 0 O' ON 0 0 C'J 0 O O O cR C L CD 00)000000CDC_n 000 0 OO o OCO'-OOC OO CO co co y a (/� m CD M N oD r c0 CO o 7 N M O O Ci H 0 = N m yNt 000000000 CD U1 000 O 00000 ¢ a m M M N COf a a N N CO GO) y au a1 0 o n n 'O m aV 190i = a. n U 0 u a II tat m Ni4i,CE5E O n p C6 C .0 f0 8 II v II .6 J N ri ea d ce o ...-i II J o o 03 g c�...cc-ii O 7-13 0 3 i U)= �� Oa f/) C N U o co u) mU coyigU O CCO).Njg h Y CD 12 J._ F C...LL C iQ 1- � 8 CO CO C6 r 8 'Q C -F0 N .p C •— C 7 � C. 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CO CD CD CD OCDT- NN000 CD �\ 0 3 N N N0N CD CO CO CO N N ZN N '00 mr m r M r U) U) WE L 00-000, O MOO N co O CD 0 0 CD GG 3J d CO 0 + J¢ ay O O C.) rn J N¢ N+ m 000000CD C7 "Tr 01 CO00000 O00 N C') O Z CV a- c .- tC) M 0 Pa C a � 7 r0 CO3 0 C y o as II ��pp 7 -p CQ .N 0. 00 NO CA c ms 0 0 L U O11 43 II .O 0.> W � Y a j II d J@ 'O CO i� LLC O II O CC IDONNddd3 10 0 0.COU ofap 00 C —81.-0 o p J o J 22 C H .Oy., C C 0u) Q w O O ? :U N it) ° $ m l� °) I- c 10 L E _ 2LLIi=,C>. a a)��g m m to C$ O= a i t$ N a Q 3� m a) a C WtYnv)�c7C9�dLLQcci c_iO C/) 00.00>K3d3c3 0>000111U)C40 U) 0 CALL MO O J° C0 Cr, 0 O O � Z Co.L CO O 00 O IC.)o 0 a WoU o0 0 oVV WI CO O oaon O M rr O) +� _ =2 COt .a a) C x E w co a a z0 1° or N CO Y4 00 0 00 0 W- CD0 00 co 0 < N CO > O 0 0 o O O p O L 0 0 °'C 0,1"6=.. as 5itg + Coo S 'E co o m O •zr O CCD O s > 0 CD ° IM0 CCD C) a co0m Qio = m o C) a LL MO N Z m° O)0 M Op o N d LL N O O WC W ° 00 O) J W 3 E Ino U N V Ja 0- 'V o V Z Qt M O ao J C0 V 0 T- ON c Vio PL m U � a 8 o° 0) O O U) O M (DO M 00 O 21 co > C C 2Q 0 CO N O 2-17-10 Shd.trc � to Z Z_ 8a,) m a o co O N a) C 0 N TEMPERATURES pIM N N N O O O c N. O a) co 000 sm a) co co co coN x O M CO (N • C U)N MN c5 c5 'O I U) - N- r 0 U � pp m N i Q o. ..9 c0 u. c0 Cd IL u. AIRFLOWS OD 0 00 0 CO CO CO N N N 0 M LC) O O O O w 7 V- d S 0)(\INN 0 a0 C7000)NC00 000 N N 001C.1 n N O O 0 C s ; a To C y c a) d O y O) m LL R > E x c0 l6 a) 3 EC V Em- CwtW.x R {Ya o 1--22 N Z Q E rL CLw CeQ J J ENGINEERING CKS caw 0 a) co CM 4? d)U) r o o 17-1- N O 0 d HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK O E.' 1- O.'. C Y y.c O) R C a ainm o O • 0 I- N 2m co c�_ ¢ m O. en 2p a) a) o co co 00. co co 0 0 0) 0 1-- 00 0 0 0 r Co 000)00)d-000C)r- (50M0N600006 M CC) OO COO �OOOOCO •LP M r N N N O O O O C) O O O O00 N- N n a y 0 m U - g - a a j 0 0 a z a 0 LL c is 0 o 0 d c�poc c• -o Oa;�U a, yU o 8'u1- ,2mmm 1°0cogQjwcoce00�iEcc W Internal Loads 000 0 000 000 0 0CC)0 0rU)O MCO o O 0 OcO Ori MONCD00 0 ON 00000000 r co O O 000 0 000 0-7C)oL-000 0 u7 r N U) N C▪ 0 N CO N 000 0 ct 000 1• O y 0. CO 3d m mx a m II AS 0) 2E= x 11 II .0J y c'pp 4) aJ 11 ▪ CO = N 0 �y _ m 0 J 0 1= OC N w d 0 013. N Q O ddkxa�a�n a.3<Q>,c3 a. 0>QW0<m0A U' O O O Nc0 N 00000.1 700 V r00 N 0 0 0^ C) O 0 0 0 0 (0)) 01 N N O r • O OCD 0) CO 00 • v- 80 0 O N O O O O loo OOOOr0000000 a00 V 0000 000 WC7000 00 0 0v r r r o kbLo L OO P.- V) U)00000 U) V 0 0 Or O O03c0 00 M00O O W 7) Z r O N I-- r CO P. CO C) U) M W N O CA N N co co 19 N. V V h I- m O N N r r CO n N r 2 E L 00(0010 0 N M00 co O co co 0 0 CO GGG O� N N 10 N. N.m M co C) co Om a)+ m v Q a= O a) CO 41o co s o00�C)O0000 Mr a00 a) NI- CD O � IV J 0) N N c0 co r n O hi Q (n + m O r r r E vi r F--8 C 0. la3 (I) C Y m Y 0 y C a a) N a a7 A 13 U A y A WIy0) w 0.=1% 11 d JOO.O (0 'C7p II O II --m--_,0 a7 ` _a) C+ a(0 0 o w o 0-2 coo J O J O H :O M C C W coN Q C w •... U co N 0 F.° o N h C "y" d V r, L E C 3 LL LL S 'C = a7 >.5.�p N N Ta 'C 8 '� •C] L L pp y .Q Q 3 a7 a) O. �C >YY O C6 -'�`C O a) C71N 7 C .�.c L O.w '0 0. Ca 0000OCCOO5aLL<-CO t ...7i a. co a) a)'0 0> x 3 a) 3 C 7 h. 11Jv>QUOill ma'ODU) 0 0)U- MO O 00 J° �O O Oi O co OO O CM 0 0 0 O O O O c0 N C[)0 o OM 0) O O O N N m EOTO c= x s c71Q a` :0; r0 = 0 F- e N v as CI O 0 O N Lu ce 4 1 U) O ,L^ 0 C0 00OO O 7 MCO L 0 0 w p Or pLL O - ria Cwce3 w U) O CO = ▪ O) U) 0 C) a2 N Zm° 00 Op co N. rrd Ll. (00 O C° W W Io 0) J W 3 E •O co co C U CO 0- V o 0 Z CLm COO J8j2 coo .= 0 O5 Vin Co O r- cn ) CO O r c0 co IZ as Tac qo r C) IS O O I- TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 2-17-10 Shd.trc m m E f6 Z Z_ o a) ca 0 To a0 0) O N m C O N TEMPERATURES O)N- N (NI r 0 0 0 C 000)0) h 000 40 00 CO CO CO 2 cm O O O r N.4'r C01 M N O O r O CCN- N� 0 U C eQI: a«OjLmLL C N0:0:0:ILlLLL AIRFLOWS co ID OI) 0 CO CO N O 0D00000 CUI() 2 IMC) C� n N O O O 0 I O 00 co OOD COO 000 n � CCOOn e1. 0. re • CLL EC IL >> y0 c LY c A R da m o= d x E a10i m O I -'E u) 245 CC Lu Ed 4C .J ENGINEERING CKS ato C0 O Cir Nrr co d x a) C+) C) CA CV O C M n O O N� N O r U HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK +' CD00 001.4'00070 ewo OO CAOOOOOO 0100 V 0" OO�OCOr OOOODO L I- N d' 0. 000 OOO O 000 O 0010 Ocr010I-r00 0 0 CO Or O co r- O O 0 OIC) 0+-coONr 00 O C Y U) 1= OO CAO COr000 CAO 000 O OO O CDCOCOOION- 00 Cr CD COC �j 0 LI) ,- N 0 N 0 CO 00 N N N M CA NCA .4' M N 0) I 0. Q a Nm CO NO CO N. N C • VO I N N 2 m Y to „c OOOO GOOOOON� 0000 0)000 = CO C j V C) 0 (N -C' 2Q aNm CO NCA d O torn C NO O 8 A O `-°a8-° �� JOOC C� ei0 �a)U ocop 0 C C o 0 A 8l6 CO m @ $:O;C O >(I)(I)C CD (95 CL CE <C 1E u) Lu Internal Loads n co CO Cn O. CD 3 mm aa co to a2 A II 'O J C n a: es is W e � J II ? O CO Q L to = d d A 0- fq L Q _ H L+r e Q L L_'ON CAN y 7 i7 Q • I• 'o a`a`'=w) 13 0. e �d�v) ddv>XQQ vi.e7 I. 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JE° 0 11.1 W O 0 WQ o Jas O ', m ✓ a0 col Z_U W n Oo 00 W O O O uo 0 O 00 ICM)0 O ON M0 0 OCOO O O co O 00 O N 00 000r 0 ✓ CO CO L O 0 O O DLI oo - Li. 00. C W W L CO co CO h0 co = 0) O CA CO LL M O (.4 Zm° CAO M O a In h L I' CLL r0 O WW N00) J W 3 E O co V) U coop JQ Or () O 0 Z 0.L 00 O J V 0 0 M O U) O e Q co 2-17-10 Shd.trc C E l0 Z rD S 1 a 0 ECo N #ACA a • o CO Wo M V I- W O • m N O 0 C O N TEMPERATURES m N N N N O O O CCD 00N- 000 'a O) CO CD(0 x 0.30 COM CO CV et. C (no) Mc) O n n N O C) CCS acI Qv. ac s 3�w�mLL co re CL IL UQcomo. LL CI) C.; 0 v et 00 r O) N 000 O cNNN NN CO x LAN NN 0 7 et 0r N'70000 3tl0 VOV NN CV cc) O O J U - d' Q c 3 a Tlca C d d G N Z Z` ai c1 w» 2E7I co co Cc LL' N I la LLI �Y m0 N O=c d C 7 GG) a0) O I - co ZQ CLcWceQJJ ENGINEERING CKS a)O O C O ' x CO cLi alNC N CO 0M C00 Q(O7 O M COD U) O yr C) a) c O Q w s 0 7eztttliZ HEATING COIL PEAK CLG SPACE PEAK COOLING COIL PEAK OO COO Mtn00000) C a OO V O V N00 CD CD 0 vim"" OOCO ci N000L. 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COVD IL GILL N O O O 0 J° �O O Oto Z co *01:0 O 00 0 L coo O ON W CU NOO ON wa co o OZ'm NO 0 00 N V 75o o0 0 OCv cLi O. O O Zv a w • = C• 71 x d Q 0. at;• N 11.1 — ::;:::; NOC9Op 'X00% U.Q. 5wQ3 w O^ O 0v 0 (n (o to co v. CV 0 LO . Q O (M O U) 9 0 Co U O CO 00 N 00 M CO n CO 0 co C) O N. 0) COO N O O 0) CD 0 0 vo (O 0oL- . - a) O) 0 00 O 0) TRACE® 700 v6.2.3 calculated at 01:58 PM on 02/19/2010 Alternative - 1 System Checksums Report Page 20 of 21 2-17-10 Shd.trc N C 0 N TEMPERATURES D)<0 (N! NCO O O O C 0)O)0) <o000 47. '00 CO CO CO S MD. 7 N O) N d' r CM) V' N 00r 'O <n 1- r - 1� 0 0 00 my`Ob -- p 0-31 r2 m LL < taeoccc �� LLL AIRFLOWS 0) M MM CN NN to S 0 0 C.) O M e!• x 0 0 0 0 7 V N NN CO O O M h r 0 0 0 vv Net"' O = 3 a d To R c d d O H= a m y. 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C O c o)E c 0 :C rnQ'E as3oEE •—O �dUU 00 0 z 0 a 2 CC 0 LL z I- V w 7 0 a Calculation time TRACE® 700 version .r U a) 7 -p a) U a) >. >O .Q _o co C U a 5 EJ C .O _O O 0. -3 2 N) a) C O Co F) a) a) -0 N C N O N 0 L L L .- 'O �,u) N L J C.r+. us "' U .O C C a C V) O O o a) a) N N 03 `O 0I C i N= V V N E E Q -co N w U N N O 2 E O S X 7 a U a) a) ` > Q. a3 a s N U a) ca O O E p O O"0.2N 0.... a) N N N C �rn 'rnap>o az 76 EE°tE Em�0 °_)- U+-cE-L L- L- )-c EECEcECL yORf JJJF-W 00 QQOJW 00005 fn5U)5U 002 EAGAN 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5694 Email: buildinginspections ancitvofeagan.com Plan Submittal: eplans@citvofeagan.com For Office Use Permit #: Permit Fee: Staff: L Payment Recvd: Yes No Plans: Electronic _ Paper 2018 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of paper plans with all commercial applications as well a n electronic set of the submittal, submitted via email, CD or flash drive �y -.soh n nu/ i- / rd well: Date: 8/28/18 Site Address: , Eagan, MN 55122 Tenant: i Property Owner Name: Think Mutual Bank Name: Harris Suite #: Contractor Phone: License #: Address: 1400 7th Street NW City: Rochester Phone: 507-281-4000 Email: kjohnson@hmcc.com Type of Work State: MN Zip: 55901 Job #P8360168 New / Replacement _ Repair _ Rebuild Modify Space Work in R.O.W. Description of work: Water heater replacement I ert k/n(c (0 COMMERCIAL New Construction /�y Irrigation System ( yes / no) (_ RPZ / PVB) l • Rain sensors required on irrigation systems Permit Type • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes No Flushometers Yes N Modify Space COMMERCIAL FEES I i $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. Contract Value $ 3,995.00 _ $ 39.95 $ 2.00 $ 41.95 _ $ 41.95 x .01 Permit Fee Surcharge TOTAL FEE Water Permit Treatment Plant Water Supply & Storage State Surcharge You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up www.cityofeapan.co m/s ubsc ri be. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Ea permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accord atice,iith the approv and approval of plans. for an email update x Herman Torres Applicant's Printed Name FOR OFFICE USE TOTAL FEE on the City's website at .arstand this is not a se of work which requires a review Appli6arit's Signature Approved By Required Inspections: Under Ground Rough -In Air Test Gas Test Meter Related Items: Meter Size Radio Read Manometer, PRV Required: _ Yes Staff: Page 1 of 3