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950 Apollo Rd . Len 11111"11115 V BUILDING CODE REVIEW SUMMARY: Project: Building No. Two Apollo Road Apollo Industrial Park L~ Eagan, Minnesota Q Owner: Duke-Weeks Construction Q 1550 Utica Avenue South, Suite 515 Minneapolis, Minnesota 55416 Architect: ATA Architects Q Dennis Cronin, Principal (license no. 26439) 2 Garfield Place, Suite 300 Cincinnati, Ohio 45202 Applicable Codes: Architecture Uniform Building Code, 1997 edition Planning City of Eagan Minnesota, city ordinances Inferior Design Handicap Accessibility: Building and site design in accordance to Federal ADAAG requirements. 2 Gorheld Place Occupancy Classification: Score 300 F-1, Moderate Hazard Industrial Gnnnnon.Ohta B, Business* 45202 *Business occupancy is 6.5% of building square footage. Occupant Load: (for exiting design only) Telephone Industrial 224,400 sq.ft. 748 persons Business 15.600 sq.ft. 156 persons 513 241 4422 Total 240,000 sq.ft. 904 persons Exit Requirements: Foaimde Travel distance: Less than 200'-0" for F-1, B 513.241.5560 Minimum egress width required: (904 persons x 0.2 inches) 180.8" Egress width provided: (13 doors x 36" each) 468" Type of Construction: Type II-N Building is fully sprinklered, Unlimited Area. Building Area: 239,840 Square Foot (Unlimited area per section 505.2) Industrial (93.5%) 224,400 sq.ft. Business (6.5%) 15,600 sq.ft. Building Height: One Story, 34'4" Max to top of highest parapet Required Parking: Business: 240,000 s.f x 6.5%= 15,600 s.f 15,600 s.f x 80%= 12,480 s.f. 12,480 / 150 = 84 cars Industrial: 240,000 s.f x 93.5% = 224,400 s.f. 224,400 / 1000 = 225 cars Total required spaces: 309 Total provided: 316 ~u city of eagan PATRICIA E. AWADA Mayor October 4, 1999 PAUL BAKKEN BEA BLOMQUIST PEGGY A. CARLSON SANDRA A MASIN MR BRAN R SMITH Council Members DUKE CONSTRUCTION THOMAS HEDGES 1550 UTICA AVE SO 4515 City Administrator MINNEAPOLIS MN 55416 E. J. VAN OVERBEKE City Clerk RE: 940 AND 950 APOLLO ROAD Dear Mr. Smith: We have completed 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. 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. Unless otherwise noted, all references are to the 1997 U.B.C. I. A Receipt from The Dakota County Survey & Land Information Department indicating that they have received and signed the plat must be brought in to Planning Aide Marilyn Wucherpfennig. 2. Any improvements with interior access via overhead doors will be classified as an S-3 occupancy, thereby requiring ventilation per Minnesota State Building Code Section 1305.1202. Any floor drains in these areas would also need a flammable liquids separator as required in the Minnesota Plumbing Code, Section 4715.1120. 3. Areas of these buildings that will have storage higher than 12' will be subject to the requirements of the Uniform Fire Code, Article 81. If you have any questions or concerns regarding these requirements, please do not hesitate to call me at 651-681-4699. Sincerely, Dale Schoeppner Assistant Building Official DS/js MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOT KNOB ROAD STRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINT EAG EAGAN. MINNESOTA 55122-1897 THE SYMBOL OF EAGAN, MINNESOTA 55122 PHONE (651) 681-4600 PHONE (651)681-4300 FAX (651) 681-4612 Equal Opportunity Employer FAX (651) 681-4760 TDD. (651) 454-8535 TDD (651) 454-8535 1999 BUILDING PERMIT APPLICATION (COMMERCIAL) , CITY OF EAGAN -~z D-9 (651) 681-4675 Submit following to obtain necessary rmit Foundation Only New Construction Inte or Im rovement~ structural plans (2 sets) architectural plans (2 sets) architectural plans (2 sets) evil plans (2 sets) structural plans (2 sets) code analysis (1) " code analysis (1) civil plans (2 sets) project specs (1 set) project specs (1) landscaping plans (2 sets) Key Plan Special Inspections & Testing Schedule code analysis (1) energy calculations (1)notalways - soits report (1) Electric Power & Lighting Form (11) riot always SAC determination letter from MCES - SAC determination letter from MC/ES - SAC determination letter from MCrES - call 602-1000 call 602-1000 call 602-1000 Special Inspections & Testing Schedule (1) project specs (1) Z / energy calculations (1) Electric Power & Li htin Form t Contact Building Inspections for sample Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: 8-18-99 WORK TYPE: X NEW REMODEL DESCRIPTION OF WORK: Construction of New Shell Industrial Building CONSTRUCTION COST: L/Z00 "7 TENANT NAME: Unknown* SITEADDRESS: "Apollo Road .'W" 4-e SUITE LOT z BLOCK 1 SUED. /Y po ~/o a u -r 1h Pr f Opd K P.I.D. # S--f -~5 - --,)-9 0 612-546-8888 Name: Duke-weeks Realty Phone PROPERTY Last First OWNER Street Address: 1550 Utica Auenue South, Suite 515 City -44i.nn=S t J s y`l5 Cly State: MN Zip: 55343 aLI C Company: Duke-weeks Construction Phone %64`2-4444' CONTRACTOR Street Address: 1550 Utica Auenue South, Suite 515 Sk LC ur S C.- Y City MATn eapul-is State: M N Zip: 5 5 3 4 3 ARCHITECT! ENGINEER Company:ATA Architects Phone#:513-241-4422 Name: Dennis C. Cronin Registration 26439 r Street Address: 2 Garfield Place, Suite 300 City Cincinnati State: OH Zip: 45202 Sewer & water licensed plumber (only If installing sewer & water): I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: r *Note: Tenant work will be performed under a separate permit application. OFFICE USE ONLY BUILDING PERMIT TYPE ❑ 01 Foundation ❑ 26 Public Facility ❑ 28 Greenhouse ❑ 25 Miscellaneous 27 Commercial/Industrial ❑ 29 Antennae WORK TYPE 31 New ❑ 34 Repairs ❑ 37 Demolish Bldg. ❑ 43 Siding/Soffits/Facia ❑ 32 Addition ❑ 35 Tenant Impr ❑ 38 Demolish (Interior) ❑ 44 Windows/Doors ❑ 33 Alterations ❑ 36 Move Bldg. ❑ 42 Reroof ❑ 45 Fire Repair GENERAL INFORMATION Const. (Actual) Basement sq. ft. Census Code 3 (Allowable) First Floor sq. ft. SAC Code 3 0 UBC Occupancy f sq. ft. No. of Units Zoning sq. ft. No. of Bldgs. # of Stories / sq. ft. MC/ES System Length BLo sq. ft. City Water Width 25"2 Footprint sq. ft. 2M COO Fire Sprinklered APPROVALS Planning Building Engineering Variance _ VALUATION: $ /90 Permit Fee Surcharge l ~l t C. 0 C) Plan Review 1 1 t .R Sa MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge ' Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total Q , ~S sS - CITY USE ONLY cj 3_7L BL PERMIT SUBD.017 f1/1ed~ [c.rh RECEIPT#: APPROVED BY: /1~/? INSPECTOR RECEIPT DATE: I " a0 ` ~U 2000 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 651-681-4675 Please complete for. all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: (7 ~~y WORK TYPE: New construction Install U.G. Tank Interior Improvement Remove U.G. Tank - Processed Piping When installing/removing underground tank, call 651-681-4675 for inspection by fire marshal and plumbing inspector. Description of work: 4:41 Qp/tr @ y r g, 1001, Fees: 1% of contract price OR $30.00 minimum fee, whichever is greater. Underground tank removal/installation = minimum fee Contract price: $ / ~7 ~x 1% = $ ~d (Base Fee) lt+L State surcharge calculate at $.50 for each $1,000 Base Fee TOTAL $ 12Q ~ SITE ADDRESS: ~O Gto v N~ - OWNER NAME: a 4-4-2 PHONE (AREA CODE) TENANT NAME (IMPROVEMENTS ONLY): WAS THERE A PREVIOUS TENANT IN THIS SPACE? _ Y N. NAME: INSTALLER ADDRESS:Q PHONE #4;~~ 2 - ~ ~~7 7 (AREA CODE) CITY: STATE: SIGNATURE OF PERMI CITY USE ONLY f D L B i RECEIPT O (~q SUBD. P~ 0 1( U f Cvj(~_ RECEIPT DATE j pal ( g APPROVED BY: INSPECTOR PLUMBING PERMIT # ~J ! U 1999 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3650 PILOT KNOB RD EAGAN, MN 55122 (651) 681-4675 Please complete for. all commercial/industrial buildings multifamily buildings when separate building permits are not required for each dwelling unit installation of backtlow preventer in commercial areas or residential boulevards Date: / - fr - `f 12t Work Type: New Bldg. - Add-on - Repair _ U.G. Sprinkler _ RPZ Description of Work: A<:vc4 c r c / cr~u~r<<y Stv.t L~la{rv _ /~w To inq re if Pressure Reducing Valve is req fired on new service, call 6814646. FEES . 1% of contract price or $30.00 minimum Contract Price: $ a,~~o• x I% = $ QC) COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM Backflow Preventer Permit Fee - $ 30.00 $ Water Meter: 2" Turbo - $ 889.00 unless plan approved for smaller size $ Service: _ existing (if coming off domestic line) OR _ new if "new service". contact Jerrv Wobschall. Finance Consultant to confirm adding fees for: Water Permit & Surcharge $ 50.50 $ Water Supply & Storage $ 825.00 $ Water Treatment Plant Charge $ 468.00 $ Permit Fee $ State surcharge is calculated from Permit Fee at right - State Surcharge $ - S~ $.50 for each $1.000 with a minimum of $.50 due Total Fee $ cf I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of--way/easement. SITE ADDRESS: 7C 4S_'b .44tAo TENANT NAME: t/ r K 2; TELEPHONE (AREA CODE) INSTALLER NAME: L ~KC L 41~C~U /StA+~f~~ ~C- TELEPHONE l q 7 K R f o (ARE CODE) STREET ADDRESS: S S / C/ GJE~ L/2 l CITY: STATE: A(A_( ZIP: ~S 3 i U SIGNAkURE OF PERMIT-TEE CITY USE ONLY DOMESTIC METER SIZE _ COMPOUND _ TURBO PRV: Yes No • Contact Utility Billing Division for price: 651- 681-4631. IRRIGATION METER SIZE: • 2" turbo unless approval for smaller meter granted by Public Works. • Contact Utility Billing Division for price: 651-681-4631. PRIOR TO SELLING A METER: • Enter site address on Screen 301, Permit Inquiry, to obtain sewer and water permit number. • On PIMS Screen 320, enter sewer and water permit # to check that hydrostatic, conductivity, and bacteria tests have been approved. If not, do not issue meter. Miscellaneous Information • Meter larger than 5/8" - ask plumber to wait while you call Central Maintenance (ext. 300) and verify that one is in stock. • To schedule inspection of the inside water line and backflow preventer, call 651-681-4675. • To schedule water turn-on, call 651-681-4300. CD/Permit forms/plbg permit (comm) 1999 1999 BUILDING PERMIT APPLICATION (COMMERCIAL) _ CITY OF EAGAN 1 1 , qU~ ~j (651) 681-467r5~ c Submit following to obtain necessary ermit 1~- rt-t d 0 ` Foundation Only New Construction Inte or Improvement structural plans (2 sets) architectural plans (2 sets) architectural plans (2 sets) civil plans (2 sets) structural plans (2 sets) code analysis (1) code analysis (1) civil plans (2 sets) project specs (1 set) project specs (1) landscaping plans (2 sets) Key Plan Special Inspections & Testing Schedule code analysis (1) energy calculations (1) not always - sods report (1) Electric Power & Lighting Form (1) not always SAC determination letter from MC/ES - SAC determination letter from MUSS - SAC determination letter from MC/ES - call 602-1000 call 602-1000 call 602-1000 Special Inspections & Testing Schedule (1) project specs (1) Z 4 energy calculations (1) Electric Power & Li htin Form 1 Contact Building Inspections for sample Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 2150700 for details. DATE: 8-18-99 WORK TYPE: x NEW REMODEL DESCRIPTION OF WORK: Construction of New Shell Industrial Building CONSTRUCTION COST: - if 240 000 TENANT NAME: Unknown* SITE ADDRESS: _'_'6-6--Apollc Road /1/~ zitwi /fizz SUITE -Z 71f LOT BLOCK l SUBD. ho ~o Q u -f 1h Pr s ~as lC P.I.D. # Air 5%-f3- -9 of ) Dame: Duke-weeks Realty Phone 612-546-8BB~ PROPERTY Last First OWNER Street Address 1550 Utica Auenue South, Suite 515 City -44i.n~ASt f tsOl kl 5 Cly State: MN Zip: 55343 („IZ-S`-~~~ a9 CX~ Company: Duke-weeks Construction Phone CONTRACTOR Street Address: 1550 Utica Auenue South, Suite 515 S's LU~rS o_Y City N-irtn-e apo 1 i State: M N Zip: 5 5 3 4 3 ARCHITECT: ENGINEER Company:ATA Architects Phone#:513-241-4422 Name. Dennis C. Cronin Registration 26439 Street Address: 2 Garfield Place, Suite 300 City Cincinnati State: 0H Zip: 45202 Sewer & water licensed plumber (only If installing sewer & water): hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: A~Z/,z *Note: Tenant work will be performed under a separate permit application. OFFICE USE ONLY BUILDING PERMIT TYPE 4 Of Foundation ❑ 19 Comm./Ind. Misc. ❑ 21 Miscellaneous ❑ 18 Comm./Ind. ❑ 20 Public Facility WORK TYPE 14-0 6 0 31 New ❑ 33 Alterations ❑ 35 Tenant Finish ❑ 32 Addition ❑ 34 Repair ❑ 37 Demolition GENERAL INFORMATION Const. (Actual) AS Basement sq. ft. Census Code (Allowable) First Floor sq. ft. SAC Code UBC Occupancy sq. ft. Census Unit Zoning T-/ sq. ft. Census Bldg. 9 # of Stories sq. ft. MC/ES System 14- Length UO sq. ft. City Water -4- Width 25- z Footprint sq. ft. 2 y0 Fire Sprinklered APPROVALS Planning Building Engineering Variance 1U UUO.~U Permit Fee VALUATION: $ j 25 ~ Surcharge D~ U Plan Review MC/ES SAC (p,,~k39 `I'0~450 % SAC City SAC /god 3 } 3 ao SAC Units Water Supply & Storage r Meter Size S/W Permit /100 S/W Surcharge S® Treatment Plantv(8x 2 52 Park Dedication SD 133, 6 G Trails Dedication 13 , (022 Water Quality Copies Total 4 3.~9 a 3L~ 1 1999 BUILDING PERMIT APPLICATION )COMMERCIAL) I~) 68EA6AN I `5 l Submit following to obtain necessary ermit - ` Foundation Only New Construction Interior Improvement structural plans (2 sets) architectural plans (2 sets) architectural plans (2 sets) civil plans (2 sets) structural plans (2 sets) code analysis (1) 11 code analysis (1) civil plans (2 sets) project specs (1 set) project specs (1) landscaping plans (2 sets) Key Plan Special Inspections b Testing Schedule " code analysis (1) " energy calculations (1) riot always - soils report (1) Electric Power & Lighting Form (1) not always SAC determination letter from MC1ES - SAC determination letter from MGES - SAC determination letter from MGES - call 602.1000 call 602.1D00 call 602.1000 Special Inspections b Testing Schedule (1) project specs (1) 2- energy calculations (1) Electric Power 8 Lightina Form 1 Contact Building Inspections for sample Food 8 Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: B-18-99 WORKTYPE: X NEW _ REMODEL DESCRIPTION OF WORK: Construction of New Shell Industrial Building CONSTRUCTION COST: T '20017 LVTENANTNAME: Unknown* SITE ADDRESS: Apollo Road p~~ ar~P1f A-e/ SUITE LOT BLOCK 1 suBD. I~nm /o Q jJ'ti ~r s Pa.- k P.I.D. # Name: Duke-weeks Realty Phone 612-546•-86i PROPERTY Last First OWNER Street Address: 1550 Utica Auenue South, Suite 515 City -P4i.nn>S~^t ~O\-k is Ct,y State: MN Zip: 55343 l~ 54~~ awl C Company: Duke-weeks Construction Phone CONTRACTOR Street Address: 1550 Utica Auenue South, Suite 515 S•F L.U ~_k r S Y City i+4-irrrezwalig State: M N Zip: 5 5 3 4 3 ARCHITECT.' ENGINEER Company:ATA Architects Phone#:513-241-4422 'game: Dennis C. Cronin Registration 26439 Street Address:2 Garfield Place, Suite 300 City Cincinnati State: 0H Zip: 45202 Sewer 8 water licensed plumber (only If installing sewer 8 water): I hereby acknowledge that I have read this application, state that the information is correct. and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ZZ4 Signature of Applicant: _ *Note: Tenant work will be performed under a separate permit application OFFICE USE ONLY BUILDING PERMIT TYPE ❑ 01 Foundation ❑ 26 Public Facility ❑ 28 Greenhouse ❑ 25 Miscellaneous] 27 Commercial/Industrial ❑ 29 Antennae WORK TYPE 1 31 New ❑ 34 Repairs ❑ 37 Demolish Bldg. ❑ 43 Siding/Soffits/Facia ❑ 32 Addition ❑ 35 Tenant Impr ❑ 38 Demolish (Interior) ❑ 44 Windows/Doors ❑ 33 Alterations ❑ 36 Move Bldg. ❑ 42 Reroof ❑ 45 Fire Repair GENERAL INFORMATION Const. (Actual) Basement sq. ft. Census-Code 3~, (Allowable) First Floor sq. ft. SAC Code 3 a UBC Occupancy FI sq. fL No. of Units Zoning sq. fL No. of Bldgs. # of Stories sq. ft. MC/ES System_ Length 14sq. ft. City Water Width 25- 2- Footprint sq. ft. 2M coo Fire Sprinklered _ APPROVALS Planning Building_ Engineering Variance VALUATION: $T~ o 0 Permit Fee 1 l ~Sa.~~` Surcharge 1 1 l ot . d c) ,y,s yasr.~ e~, ~/O AUo Plan Review MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant ~A 14 Park Dedication Trails Dedication Water Quality Other Copies Total F 5S S TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR Z 1L IL Ll. /J DALE WEGLEITNER, FIRE MARSHAL "-rio0)-4N PLUMBING INSPECTOR :BILL ADAMS r ELECTRICAL INSPECTOR rQp f4 JW PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS f Q GENE VANOVERBEKE, FINANCE DIRECTOR 1 r~m wnq--5 MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL DATE: AUGUST 27,1999 #29 RE: PLAN REVIEW: APOLLO INDUSTRIAL BLDG #2 DUKE/WEEKS The preliminary X construction plans for Apollo Industrial Bldg #2 are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. f Comments: bey A ~Oal& ~J G "Va ✓ r~~ G~~~~'z Te~G✓ Indicate any fees that are to be collected with the building permit AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ lokr Yes ❑ No A -Mature Date 1 jim 1: TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR REC DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR: ILL ADAMS ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL n DATE: AUGUST 27,1999 #29 RE: PLAN REVIEW: APOLLO INDUSTRIAL BLDG 92 DUKEIWEEKS The _ preliminary X construction plans for Apollo Industrial Bldg #2 are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Ye ❑ No Signature Date 3w. TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR :BILL ADAMS ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL DATE: AUGUST 27, 1999 #29 RE: PLAN REVIEW: APOLLO INDUSTRIAL BLDG #2 DUKE/WEEKS The preliminary X construction plans for Apollo Industrial Bldg 92 are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the /proper "hold" request form. Comments /nY G ~~C ( C / / e L i.. Indicate any fees that are to be collected with the building penni AMOUNT ❑ Yes ❑ No landscape security required ZONING ? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No %i Signature Date I -BEEN TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR:BILL ADAMS ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL DATE: AUGUST 27,1999 #29 RE: PLAN REVIEW: APOLLO INDUSTRIAL BLDG #2 DUKEIWEEKS The preliminary X construction plans for Apollo Industrial Bldg #2 are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? 4 ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication 30, 130 I I w 1( Cd 1 'Yes ❑ No tree dedication ❑ Yes ❑ No ( r, 4. ~jV , w~ k ~ Signature Date Ff ~ ~ r t { a t3 S 4 x, -74 TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR :BILL ADAMS ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER i GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL ~j DATE: AUGUST 27,1999 #29 RE: PLAN REVIEW: APOLLO INDUSTRIAL BLDG #2 DUKE/WEEKS The _ preliminary X construction plans for Apollo Industrial Bldg #2 are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: N a j ` o Ak-Cg-~ ?Z2 A-Y-7 /Y -4--Qn 5~0 b-~ i la f~ iv+a ca-.~-2,t-~ ke,,,1~r` rnaQy Indicate any fees that are to be collected with the building permit: AMOUNT a oI Z Yes ❑ No landscape security required 41500 O ZONING ? S•- 0 ~✓~~~0 Yes 4' No water quality dedication 700 -P Yes ❑ No park dedication $ ~2 K3 3-co o I~.`bSQckay \ Yes ❑ No trail dedication I31 la2a•00 P,L-&4e,Q• 91 Yes PC No tree dedication 3 C) j 0o U -S+t4-n ❑ Yes ❑ No 11-79 9 Signature Date Apollo Industrial Park City Project No. 99-S STORM SEWER NO. DESCRIPTION EST. QTY. UNIT UNIT PRICE TOTAL 1 21" RCP CL4 50 Lin. Ft. $44.00 $2,200.00 2 24" RCP CL4 60 Lin. Ft. $50.00 $3,000.00 3 27" RCP CL4 373 Lin. Ft. $54.00 $20,142.00 4 30" RCP CL4 247 Lin. Ft. $80.00 $19,760.00 5 33" RCP CL4 93 Lin. Ft. $90.00 $8,370.00 6 48" RCP CL3 37 Lin. Ft. $170.00 $6,290.00 7 48" RCP FES with Trash Guard 1 Each $1,300.00 $1,300.00 8 60" Manhole with casting (0-10') 1 Each $2,400.00 $2,400.00 9 48" Catch Basin with casting (0-10') 3 Each $1,250.00 $3,750.00 10 72" Catch Basin with casting (0-10') 1 Each $3,500.00 $3,500.00 11 84" Catch Basin with casting (0-10') 1 Each $7,000.00 $7,000.00 12 48" Pond Outlet Skimmer 1 Each $1,500.00 $1,500.00 13 Tie Into Existing Manhole 1 Each $500.00 $500.00 14 Granular Pipe Bedding 250 Ton $6.00 $1,500.00 15 Binder Stone Pipe Bedding 250 Ton $12.00 $3,000.00 16 Rip Rap CL4 with Geotextile Fabric 40 Ton $65.00 $2,600.00 17 Extra Depth 60" Manhole 4.7 Vert. Ft. $200.00 $940.00 18 Extra Depth 72" Catch Basin 3.3 Vert. Ft. $300.00 $990.00 19 Extra Depth 84" Catch Basin 3.9 Vert. Ft. $400.00 $1,560.00 Storm Sewer Subtotal $90,302.00 TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR : BILL ADAMS ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL j DATE: AUGUST 27, 1999 #29 RE: PLAN REVIEW: APOLLO INUSTRIAL BLDG #2 DUKE/WEEKS The preliminary X construction plans for Apollo Industrial Bldg are in our plan review section for your review and comment. , Please return this form to my attention with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No Signature Date y TO: PAT GEAGAN, CHIEF OF POLICE RFCFwF ASSISTANT TO THE DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR:BILL ADAMS ELECTRICAL INSPECTOR 1999 PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL (1 DATE: AUGUST 27,1999 #29 RE: PLAN REVIEW: APOLLO INDUSTRIAL BLDG #2 DUKE/WEEKS The _ preliminary X construction plans for Apollo Industrial Bldg #2 are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: OK- h env a4arnvait 9/an5 /r __;h am L ow C 'l~ LIoi A 99 S Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No gnature Date .Duke weeks CONSTRUCTION August 23, 1999 Mr. Dale Schoeppner City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Mr. Schoeppner: Enclosed please find our building permit application for our Second new industrial building at 900 Apollo Road. Along with the application we are submitting design drawings, code analysis, spec. inspection and testing schedule, project specifications, an engineering estimate for "public" utilities and a soils report. You should be receiving a SAC determination letter from Jodi Edwards at MC/ES within a week. Similar to building 1, we are currently applying for a building permit for the shell building only. Wayne Miller of your office has indicated to us that the energy calculations, power & lighting form, and master exit plan were not required for this application. These items will be submitted with the application to "finish-out" the space. Please let us know if more information is required to process our application in a timely manner. Sincerely, J/ezr DJ/ al~ - Brian Smith Pre-Construction Manager Duke-Weeks Construction, Ltd. Cc: File 1550 Utica Avenue South Suite 515 Minneapolis, MN 55416 Phone: 612.543.2900 Brian R. Smith PreconstrucUan manager Brian smith@dukereil cam =Duke weeks txx5lx YCT1Yx 1550 Utica Avenue South Suite 515 Minneapolis, MN 55416 Main: 612 543.2900 Direct 612 543.2988 Mobile.612.919.1315 Fax. 612.543.2997 AMERICAN CONSULTANTS a GEOTECHNICAL 1 ENGINEERING . MATERIALS TESTING, INC, • ENVIRONMENTAL REPORT OF SOIL DENSITY TESTING PROJECT: REPORTED TO: BUILDINGS #2 AND #3 DUKE-WEEKS CONSTRUCTION APOLLO INDUSTRIAL PARK 1550 UTICA AVENUE SOUTH APOLLO ROAD SUITE 515 EAGAN, MINNESOTA MINNEAPOLIS, MINNESOTA 55416 AET JOB NO: 02-01728 ATTN: BRAD WHITMORE DATE: DECEMBER 27, 1999 CC: WEIS BUILDERS CITY OF EAGAN ATTN: BLDG. INSP. DEPT. SCOPE This report concerns the compaction testing we have performed for the referenced project. The scope of work pertinent to this report is limited to the following: • Perform 21 additional soil density tests (#114 to #134) in backfill soils placed in the building. • Perform Standard Proctor tests for each type of soil encountered at our compaction test locations. • Determine the compaction level at each test location, and compare the results to those required by the project specifications. • Present our test results in a formal report. All tests were performed in general accordance with the applicable ASTM methods, which are indicated on the attached test data sheets. TEST RESULTS The test results indicate the compaction levels met or exceeded project specifications at each of the locations and elevations tested. Field personnel were informed of all test results. REMARKS Our compaction testing was done on an intermittent basis. This level of involvement does not allow a complete evaluation of the compaction levels and soil types for the entire fill system. The tests only provide compaction and soil type data for the specific locations and elevations tested. American Engineering 'Testing, Inc. Reviewed By: `az Michael P. McCarthy, PE Principal Engineer "AN AFFIRMATIVE ACTION EMPLOYER' 550 Cleveland Avenue North • St. Paul, MN 55114. 651-659-9001 • Fax 651-659-1379 Duluth • Mankato • Marshall • Rochester • Wausau AMERICAN CONSULTANTS • GEOTECHNICAL 1 ENGINEERING . MATERIALS TESTING, INC. • ENVIRONMENTAL REPORT OF DENSITY TESTS PROJECT: REPORTED TO: BUILDINGS #2 AND #3 DUKE-WEEKS CONSTRUCTION (2) APOLLO INDUSTRIAL PARK 1550 UTICA AVENUE SOUTH APOLLO DRIVE SUITE 515 EAGAN, MN MINNEAPOLIS, MN 55416 ATTN: BRAD WHITMORE CC: WEIS BUILDERS CITY OF EAGAN ATTN: BLDG. INSP. DEPT. AET JOB NO: 02-01728 DATE: DECEMBER 23, 1999 FIELD DENSITY TEST DATA Proctor values are adjusted for variable gravel content, therefore, the values shown on the Proctor list are not necessarily the values used in calculating the percent compaction. Dry Moist. % Test Test Dens. Cont. Oversize Proc. Percent No. Date Test Location Elev. Dcf % Material No. Compaction S]1 114 12/10/99 Building #2, Interior Wall Backfill, 97 109 15.2 1 3 98 95 15N of SE Building Corner 115 12/10/99 Building #2, Interior Wall Backfill, 97 107 16.6 1 3 96 95 40'N of SE Building Corner 116 12/10/99 Building 42, Interior Wall Backfilt, 97 108 15.8 1 3 97 95 10'S of NE Building Corner 117 12/13/99 Building #2, Interior Wall Backfill, 981h 107 12.8 1 3 96 95 8'N of SE Building Comer 118 12/13/9 Building #2, interior Wall Backfill, 98'/2 106 13.4 1 3 95 95 9 40'N of SE Building Corner 119 12/13/99 Building #2, Interior Wall Backfill, 98'/2 107 16.1 1 3 96 95 10'S of NE Building Corner 120 12/14/99 Building #2, Interior Wall Backfill, 981h 127 7.6 12 2 97 95 15'S of NW Building Corner * Depth (ft) below subgrade 'AN AFFIRMATIVE ACTION EMPLOYER' 550 Cleveland Avenue North • St. Paul, MN 55114 • 651-659-9001 • Fax 651-659-1379 Duluth • Mankato • Marshall • Rochester • Wausau AET 1102-01728 - Page 2 FIELD DENSITY TEST DATA Proctor values are adjusted for variable gravel content, therefore, the values shown on the Proctor list are not necessarily the values used in calculating the percent compaction. Dry Moist. % Test Test Dens. Cont. Oversize Proc. Percent No. Date Test Location Elev. ocf % Material No. Compaction Secs. 121 12/14/99 Building #2, Interior Wall Backfill, 98'/z 126 8.1 12 2 96 95 40'N of SW Building Comer 122 12/14/99 Building 42, Interior Wall Backfill, 98'/2 108 16.2 1 3 97'/2 95 130'E of NW Building Comer 123 12/14/99 Building #2, Interior Wall Backfill, 98'/, 109 15.8 1 3 98 95 60'W of NE Building Corner 124 12/14/99 Building #2, Exterior Wall Backfill, 98'/2 126 9.3 12 2 96 95 70'E of NW Building Corner 125 12/14/99 Building #2, Exterior Wall Backfill, 98'/2 129 7.1 12 2 98'/2 95 70'W of NE Building Corner 126 12/14/99 Building #2, Interior Wall Backfill, 96 130 9.8 12 2 99 95 90'W of SE Building Comer 127 12/14/99 Building #2, Exterior Wall Backfill, 95 108 17.1 1 3 9T/2 95 80'E of SW Building Comer 128 12/14/99 Building 42, Exterior Wall Backfill, 95 106 13.8 1 3 95'/2 95 100'W of SW Building Corner 129 12/16/99 Building #2, Plumbing Trench 95 129 9.1 12 2 98/2 95 Backfill, Grid B.5-10.9 130 12/16/99 Building 42, Plumbing Trench 97 129 8.6 12 2 98%2 95 Backfill, Grid C.5-7.5 131 12/16/99 Building #2, Plumbing Trench 99 128'/2 9.0 12 2 98 95 Backfill, Grid C.5-4.5 132 12/16/99 Building 42, Plumbing Trench 99 130 8.9 12 2 99 95 Backfill, Grid C.5-1.5 133 12/21/99 Building #2, Plumbing Trench 94 129 10.3 12 2 98'/2 95 Backfill. Grid B-10 8 134 12/21/99 Building #2, Plumbing Trench 98 130 9.9 12 2 99 95 Backfill, Grid D-10.8 Method: Sand Cone (ASTM D1556) _ Nuclear (ASTM D2922) X * Depth (ft) below subgrade AET #02-01728 - Page 3 LABORATORY MOISTURE-DENSITY RELATIONS OF SOILS (PROCTOR) Opt. Moisture Max. Dry No. Soil Description %+#4 Method Content % Density ocf 2 Silty sand, mostly fine grained, brown (SM) A 10.2 128.2 3 Silt, light brown (ML) A 18.5 110.6 Procedure & Method: Standard (ASTM D698) X ; Modified (ASTM D1557) _ To protect the addressee, the public, and ourselves, this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. Reviewed By Michael P. McCarthy, P city of aagan PATRICIA E AWADA Mayor October 4, 1999 PAUL BAKKEN BEA BLOMQUIST PEGGY A. CARLSON SANDRA A. MASIN MR BRIAN R SMITH Council Members DUKE CONSTRUCTION THOMAS HEDGES 1550 UTICA AVE SO #515 City Administrator MINNEAPOLIS MN 55416 E J VAN OVERBEKE City Clerk RE: 940 AND 950 APOLLO ROAD Dear Mr. Smith: We have completed 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. 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. Unless otherwise noted, all references are to the 1997 U.B.C. I. A Receipt from The Dakota County Survey & Land Information Department indicating that they have received and signed the plat must be brought in to Planning Aide Marilyn Wucherpfennig. 2. Any improvements with interior access via overhead doors will be classified as an S-3 occupancy, thereby requiring ventilation per Minnesota State Building Code Section 1305.1202. Any floor drains in these areas would also need a flammable liquids separator as required in the Minnesota Plumbing Code, Section 4715.1120. 3. Areas of these buildings that will have storage higher than 12' will be subject to the requirements of the Uniform Fire Code, Article 81. If you have any questions or concerns regarding these requirements, please do not hesitate to call me at 651-681-4699. Sincerely, r '6 Dale Schoeppner Assistant Building Official DS/js MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOT KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3501 CCACHMAN POINT EAGAN MINNESOTA 55122-1897 EAGAN MINNESOTA 55122 PHONE (651)681-4600 PHONE (65i)681-4300 FAX (651) 681-4612 Equal Opportunity Employer FAX (651) 681-4360 TDD (651) 454-8535 TDD (651) 454-8535 Apollo Industrial Park City Project No. 99-S WATERMAIN NO. DESCRIPTION EST. QTY. UNIT UNIT PRICE TOTAL 1 8" DIP. CL. 918 Lin. Ft. $30.00 $27,540.00 2 6" DIP. CL 16 Lin. Ft. $28.00 $448.00 3 8" Gate Valve 3 Each $675.00 $2,025.00 4 Hydrant (8 min. bury) & 6" Gate Valve 1 Each $2,350.00 $2,350.00 5 MJ Fittings (complete in place, incl. all 300 Lbs. $2.00 $600.00 backings) 6 Connect to Existing Water Main 1 Each $1,500.00 $1,500.00 7 Plastic Film Wrap 942 Lin. Ft. $1.00 $942.00 8 Binder Stone Pipe Bedding 263 Ton $12.00 $3,156.00 9 Granular Pipe Bedding 263 Ton $6.00 $1,578.00 12 12"x8" Wet Tap with 8" Valve 1 Each $2,500.00 $2,500.00 Water Main Subtotal $42,639.00 RESTORATION NO. DESCRIPTION EST. QTY. UNIT UNIT PRICE TOTAL 1 Pavement Removal 100 Sq. Yd. $4.00 $400.00 2 Aggregate Base CL. 5 100% Crushed 52 Ton $14.00 $728.00 3 Bituminous Base 2331 Type 31 10 Ton $79.00 $790.00 4 Bituminous Wear 2331 Type 41 10 Ton $79.00 $790.00 5 Concrete Curb and Gutter 40 Lin. Ft. $12.00 $480.00 Restoration Subtotal $3,188.00 SANITARY SEWER NO. DESCRIPTION EST. QTY. UNIT UNIT PRICE TOTAL 1 48" Diameter Manhole (0-10') 1 Each $1,800.00 $1,800.00 2 8" PVC (15 - 18') SDR 26 60 Lin. Ft. $35.00 $2,100.00 3 Connect to Existing Structure 1 Each $1,000.00 $1,000.00 4 Granular Pipe Bedding 18 Ton $6.00 $108.00 5 Binder Stone Pipe Bedding 18 Ton $12.00 $216.00 6 Extra Depth Manhole 5.7 Vert. Ft. $100.00 $570.00 Sanitary Sewer Subtotal $5,794.00 1<;Iz rrT SMITH ROBERTS AND ASSOC. 317 951 2160 P.02 5f! it 11:557 FAY 61255432997 DUKE CONSTRUCTION (0008:014 YPiCTAL Xxop11CTION MM TNSTIl1A ECIMULE (T, be wed in Ae4or4Ance with the -Guidelines for Special rn•peation and Tecting•) FROM'rMANZ Apollo Building Number Two rxwscr NO. LOCAT:tltl Eaoan: Minnesota (1)^"--- lSRMIT No. S~~Clflf, TA~pfICtSM _0qqR Type of ROport Asvigned t'a r • Firm < FequnAr (1 F05 Q Con TA Periodic 20 o i BO]ts field per io is TTZ5T1110 BMW= Notes; This ncheduls to be filled out and Sncludod in the project specification. Information unavailable at that tiaw to be filled out when applying Lox a building permit. (1) ?erAit No. to be provided by the Building ofri.cial. (2! has doecription■ per U.O.C. section J7'J,.>0 (3( ;pQcial inspector,. Testing Agent or fabricator. - (4) nirn, contracted to perform ■ervicee. ACXHOWLEDOMMENTg Each .,ppropri p represen ativ muot sign belo%if oxnesT k (\J w, sirmiDuke-weeks Realty Dates 8-18-99 contzseto Firm, Dater Arc?)J QC Firm:ATA Architects Date: 8-18-99 SrP: . firmTSmith/Robert Assoc. Date: 8-18~.'V9 • S1 Firm: s 1 ~ oat.: Firm, Date, TA:_ . Firn: Date, TA: Firm, - nace, P''--- Fl rn i D a to t P1- Firm, Date ThT, individual names of all prospectiva apdcial inspectors and the worn they tntand to ob,•arve must be idantitted on the xavarse side of this form. Le,'Ond: SIR a atruatural Zngineer of R•card S1 r apeclal Inspector TA r Tertiny agent F r fabricator 1 city of eagan PATRICIA E. AWADA Mayor PAUL BAKKEN BEA BLOMQUIST December 22, 1999 PEGGY A. CARLSON SANDRA A. MASIN Council Members THOMAS HEDGES VIKING AUTOMATIC SPRINKLERS City Administrator GREGORY MOROSHEK E. J. VAN OVERBEKE 1301 L'ORIENT ST City Clerk ST PAUL MN 55117 RE: 950 APOLLO ROAD LOT 2, BLOCK 11 APOLLO BUSINESS PARK Dear Mr. Moroshek: We have completed our review of the fire sprinkler plans submitted for the above-referenced project. 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. 1. Check valve on the main water supply to the suction side of the fire pump must be changed. 2. Domestic water must be hooked up before the line that is used for the fire pump. 3. Some type of floor drain in the pump room must be added. If you have any questions regarding the above requirements, please do not hesitate to contact me at 651-681-4779. Thank you. Sincerely, y,e J Dale Wegleitner Fire Marshal DW/js MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOT KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122-1897 EAGAN. MINNESOTA 55122 PHONE (651) 681-46W PHONE (651) 681-4300 FAX: (651) 681-4612 Equal Opportunity Employer FAX. (651) 681-4360 TDD'(651)454-8535 TDD (651)454-8535 Metropolitan Council Working for the Region, Planning for the Future C PG ~o ~)UsS ri f ~S ~ Environmental Services September 7, 1999 Dale Schoeppner Building Official ~ER7f~TNTED City of Eagan SEP 0 91999 3830 Pilot Knob Road Eagan, MN 55122 Ltr: Dear Mr. Schoeppner. The Metropolitan Council Environmental Services Division has determined SAC for the Apollo Building 2 to be located at Apollo Industrial Park within the City of Eagan. This project should be charged 39 SAC Units, as determined below. SAC Units Charges: Office 15600 sq. ft. @ 2400 sq. ft./SAC Unit 6.50 Warehouse 224,400 sq, ft. @ 7000 sq. ft./SAC Unit 32.06 Total Charge: 38.56 or 39 If you have any questions, call me at 602-1113. Sincerely, l Jodi L. Edwards Staff Specialist Municipal Services Section JLE: (425) 990907SC cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Brian Smith, Duke Construction 230 East Fifth Street St. Paul. Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/Trv 229-3760 A,, Equal Oppon., hJ Employer 4 city of eagan MEMO TO: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS MIKE RIDLEY, SENIOR PLANNER DIANE DOWNS, UTILITY BILLING CLERK BOB KRIHA, CONSTRUCTION INSPECTOR STAN LEXVOLD, CONSTRUCTION SUPERVISOR TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENT/DESIGN ENGINEER ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST FROM: DIRK HOUSE, COMBINATION INSPECTOR DATE: MAY 24, 2000 SUBJECT: FINAL INSPECTION OF 950 APOLLO ROAD (SHELL) LEGAL: LOT 2 BLOCK 1 APOLLO BUSINESS PARK The Protective Inspections Division will be performing a final inspection of 950 Apollo Road for the Shell Only on Friday, June 2, 2000. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. hm CD/bldg rasp/misc/final insp - comm bldgs 2000 BUILDING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN C~ (P 3 a~ S 651-681-4675 g 1~f-oJ Foundation Only New Construction Interior Improvement • Structural Plans (2 sets) . Architectural Plans (2 sets) • Architectural Plans (2 sets) • Civil Plans (2 sets) . Structural Plans (2 sets) • Code Analysis (1) • Certificate of Survey (1) . Civil Plans (2 sets) • Project Specs (1 set) • Code Analysis (1) " • Landscaping Plans (2 sets) • Key Plan (1) • Project Specs (1) . Code Analysis (1) . Master Exit Plan (1) • Spec. Insp. & Testing Schedule . Certificate of Survey (1) • Energy Calculations (1) not always- • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always- • Meter size must be established • Meter size must be established • Meter size must be established - if applicable • Project Specs (1) 1 . Energy Calculations (1) 1 1 . Electric Power & Lighting Form (1) 1 1 • Master Exit Plan (1) 1 1 • Fire Protection Plan (1) 1 1 • Soils Report (1) 1 • MC/ES SAC determination letter . MC/ES SAC determination letter MC/ES SAC determination letter call 651-602-1000 call 651-602-1000 call 651-602-1000 Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700A for details. DATE: 1 31- O'D WORK TYPE: i;C NEW _ REMODEL CONSTRUCTION COST: `lT(L DESCRIPTION OF WORK: ~T JSiy y~ ykoson TENANT NAME: '~Ae<t Z, SUITE MNa'aX6!, FORMER TENANT NAME: Nt~ w V-k2o".. p p SITE ADDRESS:1 -o b1AOi~ O LOT a BLOCK 1 SUBD t `t'o(w lit S L° Name: z1Cs_ yjtera~_ i<< Phone#: tat)_ tZ ) S`i3-Z9ctp PROPERTY Last F s!r t OWNER Street Address:: S>~ liZ~ tL4 SO City Q, .y ~Xy State: NW%. Zip: ~y t b Company: cap" Phone ( L I L ) S~A 3 - 25 i8 1 CONTRACTOR Street Address: ($.i~ U`C~co ~.1~ S; ~tu.xyt 16ri _ zz 1= 352.-1 City r 90C~ State: NWvL Zip: t S `11 ARCHITECT/ - 9S~t-1 ENGINEER Company: X13 L''\\` Phone ( 6k L ) 51,2 Name: U ~tt~ Ca:sc>x Registration 00ou 1,4 Street Address: ~4 3 3 U'~~t a V~)tiC r City SA- ll,~" State: Mh Zip:-1;5`(►4. Licensed plumber installing sewer/water.. Phone Meter Size: I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with aIgaEp(icab(e State of Minnesota Statutes and City of Eagan Ordinances. Signature ofApplicanQs__~~ ~i'' _ A lxltir ct*:~_-°t zw_ OFFICE USE ONLY BUILDING PERMIT SUBTYPE ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Bldg. ❑ 14 Apartments .lr-27 Commercial/Industrial ❑ 32 ExtAlt - Apts. ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt - Comm. ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt - PF WORK TYPE ❑ 31 New ❑ 34 Repair ❑ 37 Demolish Bldg. ❑ 43 Reroof ❑ 32 Addition X35 Tenant Impr ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 33 Alterations ❑ 36 Move Bldg. ❑ 42 Demolish (Found) ❑ 45 Fire Repair ❑ 46 Windows/Doors GENERAL INFORMATION Census Code 43 7 Zoning sq. ft. SAC Code 3 G # of Stories sq. ft. No. of Units 0 Length sq. ft. No. of Bldgs. 1 Width sq. ft. Const. (Actual) Basement sq. ft. MC/ES System (Allowable) First Floor sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ❑ Gas Service Test ❑ Heating ❑ Insulation ❑ Plumbing ❑ Stucco/Stone APPROVALS Planning Building M7 Engineering Variance pd Permit Fee E-y `3.2 5 VALUATION:$ yofooo, Surcharge 2C~ . C) t7 Plan Review 3S , 1 MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication s Water Quality Other Copies Total QI 1 .3 CITY USE ONLY i L BL PERMIT* SUBD. ! s%~ 11) 4,- c 1 tie y\ I C,rl RECEIPT#: APPROVED BY• 47-1--06) INSPECTOR RECEIPT DATE: 2000 MECHANICAL PERMIT (COMKMRCIAL) CITY OF EAGAN 3830"PILOT 'KNOB RD EAGAN, MN 55122 651-681-4675 Please complete for all commerdalindustrial buildings multi- ily buildings when separate permits are not required for each dwelling unit DATE: I, WORK TYPE: New construction Install U.G. Tank Interior Improvement Remoye U.G. Tank Processed Piping When installing/removing underground tank, call 651-681-4675 for inspection by flre marshal and plumbing inspector. S -FCv~-, .J F Tla w Description of work: W1{o d i ~ s •5 LQi Y)Ot . yoV+ Fees: 1% of contract price OR $30.00 minimum fee, whichever is greater. Underground tank removaLlmstaliation - minimum fee Contract price: 5 1%= 5 X338- ~ q( (Base Fee) _ calculate at 5.50 for each $1,000 Base Fee State surcharge 33, ~'1"1• oo % TOTAL 5~ 338,91 SITE ADDRESS: CI Sc~ A 12e) Ito Rn a. j OWNER NAME: ~ y kg PHONE 1,50 a 5 7 y (AREA CODE) TENANT NAME (IMPROVEMENTS ONLY): 0 0 ( (0 WAS THERE A PREVIOUS TENANT IN THIS SPACE? _V~Y _ N. NAME: INSTALLER: T-Q u s M G C I\ k c al ADDRESS: 1q 1(n NAoeA (A A .ye , PHONE S R 3 - 5? 00 HOD (AREACODE) -7 CITY: W ZIP: 5 S`7 a< 7 ALI r' „ SIGNATURE OF P - BY CITY USE ONLY L ~ B I RECEIPT SUBD. 0 ~aY RECEIPT DATE `l d c 10 APPROVED BY: INSPECTOR PLUMBING PERMIT # b 2000 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 651-681-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate building permits are not required for each dwelling unit installation of backflow, preventer in commercial areas or residential boulevards Date: 0~/or 0 Work Type: New Bldg. _ Add-on _ Repair _ U.G. Sprinkler _ RPZ Description of Work: ';'2-A124 To inquire if Pressure Reducing Valve is required on new service, call 651-681-4646. FEES 1 % of contract price or $30.00 minimum Contract Price: $ Z -C-90 x 1% _ $ / D Z COMPLETE THIS AREA ONLYIF INSTALLING UNDERGROUND SPRINKLER SYSTEM Base Fee - $ 30.00 Water Meter: 2" Turbo $897.00 unless plan approved for smaller size $ 1-1/2" Turbo $726.00 Service: _ existing (if coming off domestic line) OR _ new If "new service" contact Jerry Wobschall Finance Consultant to confirm adding fees for.. Water Permit & Surcharge $ 50.50 $ Water Supply & Storage $ 840.00 $ Water Treatment Plant Charge $ 492.00 $ cc: Diane Downs, Utility Billing - underground sprinkler permits $ Lthe O Z State Surcharge 4 AtltFfSurc arge $ -So $.50 minimum; calculate at $.50 for each $1,000 Base Fee Fee S 02- I hereby acknowledge that I have read this application, state that th B omect, and a e to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner thatCity o es no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement SITE ADDRESS: _~/-s~ ,41 a J //1 TENANTNAME: JGr,000 TELEPHONE - r (AREA CODE) WAS THERE A PREVIOfJS TENANT IN THIS SPACE? _ Y XN NAME: INSTALLER NAME: Sam/ fiZ ios _ . TELEPHONE (AREA CODE) STREETADDRESS: Ti/ CITY: STATE: ZIP: {ryys- SIGNATURE OF PERMITTEE CITY USE ONLY yo q 3 L BL PERMIT#: `7 SUED. f't17O~1i7 l ~+s',NP~S I aYh RECEIPT#: V-17-00 APPROVED BY: INSPECTOR RECEIPT DATE: 2000 RMIi, (CONMRCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, NN 55122 651-681-4675 Please complete for. all commerciallindustrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: /7 oG WORK TYPE: -New construction Install U.G. Tank - Interior Improvement Remove U.G. Tank - Processed Piping When installing/removing underground tank, call 651-681-4675 for inspection by fire marshal and plumbing inspector. Description of work: Fees: 1% of contract price OR $30.00 minimum fee, whichever is greater. Underground tank removal/installation = minimum fee Contract price: $ x I%= $ (Base Fee) State surcharge calculate at $.50 for each $1,000 Base Fee ' SCE TOTAL $ 30 - - - - - - - - SITE ADDRESS: ?5-C) Ap'~GLC-a /cc/. OWNER NAME: 0<a'Llf 60 r C S PHONE (AREA CODE) TENANT NAME (IMPROVEMENTS ONLY): WAS THERE A PREVIOUS TENANT IN THIS SPACE? _ Y -N. NAME: INSTALLER: ~lIKK~L 4~(~ 44- G-~ r ADDRESS: 7~ 5 -70C-y6rG O/C- PHONE 7&,? y 7d'- (AREA CODE) CITY: Aleck '(It4 STATE: n- ZIP: i S 3 Q SIGNA OF PERMITTEE Apollo 6oess pork, - HEATING TEST RECORD li~pa ADDRESS APT._FLOOR CITY SUBURB r~2N~ OCCUPANT 777774':P Cb .T. /C OWNER 7-1 ',NK4' _ L-je_RKS HEAT LOSS DATE HTG. INST. SOLD BY INSTALLED BY 4 JS & /n eL ti ;Z J Electrical Work By Gas Line By ZlUS /'~'1QG ai.. TYPE OF HEAT GA _FA ~S-HW_ STEAM_ SPACE HTR. UNIT HTR.- OTHER GAS DESIGN ONVERSION MAKE G A4 RR i eR MAKE OF B ER Model ~ O~ i G A Model 414 Serial ";740 '3 •f i13 M .BTU Rating INPUT AKE OF FUR S r' OZ NJ Model CONTROLS . '1 ,•v W THERMOSTAT875~aHeat Plug Vent Size r'f r- t'T y edz v' y Valve 3 6 G 76 ?W~ R KIND OF LINER SIZE NONE Limit °~T~ie'rwnn -y.SL Draft Hood Regulator Y11A4 ?,~.5-~" N Limit Setting / j"'= D Filters Size I&Iab X a Number Fan Setting ----77,•m G-4 Chimney Location Inside Outside Pilot Type Chimney Construction Pilot Make Li-RZi P , Pilot Model Smoke Bomb Wiring _ d W PilotTiming Draft Test Tag / L.W. Cut Off Door Pressure Lighting Inst. fJ O O D Pressure 2 Q!L, -1,9w • Percent CO, 46 Date Tested O [ Sao'2'n4-?' 16 Input CFH Percent OZ CLZ Company Testing - Rouse Mechanical Inc. Phone (612) 593-5300 Stack Tamp.-Percent CO C) ` AA 2916 Nevada ve.-Wo.-____._. ~Nqw Hope, I 77Z Name of Test e• J~o'9 3-653 p /j - HEATING TEST RECORD ;Z n= ADDRESS Zs-o P'/ APT, F R CITY S l URB E OCCUPANT -T'A~G. c> OWNERV~C'-~ 1ti~PPS HEAT LOSS DATE HTG. INST. SOLD BY INSTALLED Electrical Work By Gas Line By e,,ss r MPG .a_F-~ t A C -~~-r-' TYPE OF HEAT GA FA -)4,- HW STEAM SPACE HTR._ UNIT HTR _ OTHER GAS D€SI N CONVERSION MAKE C 14 ?R iZ I P ( OF BURNER Model af2zFd 0 k> 6 r 1 Model Serial -3 / Z') O a 2.O Max. BTU Rating INPUT pOU MAKEO NACE M CONTROLS THERMOST%1T - a Heat Plug Vent Size S r e r V f N t Valve -7v KIND OF LINER SIZE NONE Limit '-T P~ rn o - Sc, Draft Hood _ Regulator M Ax I ~-e C 3.a1 C Limit Setting L- Filters Size 6 a Number ' Fan Setting M Chimney Location Inside _ Outside Pilot Type t Chimney Construction Pilot Make Pilot Model 12 1 eC,~~ Smoke Bomb Wiring 40 Pilot Timing S L.W Cut Of Draft Test Tag YD`S Door Pressure Lighting Inst. Pressure Y.. Percent C02 - a tZ Date Tested 0 v ~y l Q 1a / 6 ®O U Input CFH D i! Percent 02 © Company Testing - Rouse Mechanical, Inc. Phone - 00 Stack Temp. Percent CO !n 2916 Nevada Ave. No. Hope, MN 3-853 Name of Tester ' Q /n1 / HEATING TEST RECORD r~~ ADDRESS / H~aa CO6 1`~ APT._ FLOOR~_CITY SUBURBl ` AGAR OCCUPANT 1 04 aGd fit. C- -OWNER ~I?Y'~' Meeks HEAT LOSS DATE HTG. INST. SOLD BY INSTALLED RV d SF CG aw+r L/~IC ~n+C_., Electrical Work By Gas Line By )u ' M c?r~ ..uy.`t A! TYPE OF HEAT GA -FA _2L HW_ STEAM_ SPACE HTR._ UNIT HTR.- OTHER GAS DESIGN CONVERSION MAKE MAKE OF BURNER Model 9'H7 Fo a47- 6TH- Model Serial y Q G Z~~Max. BTU INPUT n n r1 M F FURNACE Model ~CONTROLS THERMOST~ Heat Plug Vent Size lJrfP 1 ✓e;z !.L>, Valve FoZa KIND OF LINER SIZE NONE _ Limit "~i/. we-Mn .SbJ G_ Drag Hood egulator l~}41 cy 3° Limit Setting K< dF Filters Size zdka Number 0_1 Fan Setting Chimney Location Inside Outside Pilot Type Chimney Construction Pilot Make G A 1111. 1 Q R Pilot Model Smoke Bomb Wiring oxw Pilot Timing NS7/}r~+~'O U S Draft Test Tag L.W. Cut Off Door Pressure Lighting Inst. Pressure Percent C02 Ir, ~!d Date Tested r d n Input CFH L d o Percent O2 V Company Testing - Rouse Mechanical, Inc. Phone (612) 593-5300 Stack Temp. 14 Percent CO e'3/Af?i1 ON. 2916 Nevada Ave. No. Hope, MN - 3-853 Name of`Tester- ` ~g HEATING TEST RECORD F ;2 ?_7 } n ADDRESS -ADZ APT._FLOOR CITY SUBURB G G7 OCCUPANT ==.4 L d OWNER :S:) Lj X G- - LA_.) HEAT LOSS DATE HTG. INST. SOLD BY INSTALLED BY, l V a~~ L Electrical Work By Gas Line By o.1SF f'^ Pe Js `C A TYPE OF HEAT GA _FA --><,_HW_ STEAM_ SPACE HTR._ UNIT HTR-- OTHER GAS DESIGN CONVERSION MAKE C A RR I Z 1R - MAKE OF BURNER Model \ F 2 Of4 G 2- 16 Model Serial on eD C; _S 51 3.5 Max. BT sting INPUT tl D U DOO M OF FURNACE odel CONTROLS THERMOSTAT 89 i~ 0 Heat Plug Vent Size fp c \ V P u < Valve 3 9 G 11 6 w -~4 R KIND OF LINER SIZE NONE Limit -TA feMO - > S Draft Hood Regulator L .37 -S Limit Setting I Stc-> 13,oc Filters Size Number Fan Setting .T - Chimney Location Inside Outside r's Pilot Type 1. . e P5 S prA, Chimney Construction Pilot Make C9~a Pilot Model Smoke Bomb Wiring Pilot Timing .VN f-f~L US Draft Test Tag ~S - L.W. Cut OH Door Pressure Lighting Inst. Pressure Q12L . 'IlLf. Percent C02 6 Date Tested Input CFH Percent 02 a -1 fJ Company Testing - Rouse Mechanical, Inc. Phone (612) 593-5300 Stack Temp J \-3 Percent Co a 2916 Nevada Ave. No. (_~w Hope, MY 7 3-853 Name of Tester MEMO city of eagan TO: DALE SCHOEPPNER, ASSISTANT BUILDING OFFICIAL DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS MIKE RIDLEY, SENIOR PLANNER DIANE DOWNS, UTILITY BILLING CLERK BOB KRIHA, CONSTRUCTION INSPECTOR STAN LEXVOLD, CONSTRUCTION SUPERVISOR TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENT/DESIGN ENGINEER ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST FROM: DIRK HOUSE, COMBINATION INSPECTOR DATE: MAY 24, 2000 SUBJECT: FINAL INSPECTION OF 950 APOLLO ROAD (SHELL) LEGAL: LOT 2 BLOCK 1 APOLLO BUSINESS PARK The Protective Inspections Division will be performing a final inspection of 950 Apollo Road for the Shell Only on Friday, June 2, 2000. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. hm CD/bldg rasp/misc/final insp - comm bldgs APOLLO BUSINESS PARK Detail Calculations for Park and Trail Dedication Exhibits Dedication Amount Parcel Acres Parks Trails Lot 1 4.75* $16,036.00 $ 4,370.00 Lott 14.85 $50,133.6 0 $13.622.00 TOTALS 19.6** $66,169.60 $17,992.00 *Gross area of Lot I is 5.76 acres. "Gross area of entire development is 20.6 acres. AMERICAN F ct F L~ h CONSULTANTS A l~'I A Ll C. GEOTECHNICAL 1 ENGINEERING 16 ~r700 . MATERIALS TESTING, INC. • ENVIRONMENTAL REPORT OF SOIL DENSITY TESTING PROJECT: REPORTED TO: BUILDINGS #2 AND #3 DUKE-WEEKS CONSTRUCTION D APOLLO INDUSTRIAL PARK 1550 UTICA AVENUE SOUTH APOLLO ROAD SUITE 515 EAGAN, MINNESOTA MINNEAPOLIS, MINNESOTA 55416 A.ET JOB NO: 02-01728 ATTN: BRAD WHITMORE DATE: MARCH 13, 2000 CC: WEIS BUILDERS CITY OF EAGAN (BLDG. INSP.) SCOPE This report concerns the compaction testing we have performed for the referenced project. The scope of work pertinent to this report is limited to the following: • Perform 25 additional soil density tests (#170 to #194) in backfill soils placed in the building. • Perform Standard Proctor tests for each type of soil encountered at our compaction test locations. • Determine the compaction level at each test location, and compare the results to those required by the project specifications. • Present our test results in a formal report. All tests were performed in general accordance with the applicable ASTM methods, which are indicated on the attached test data sheets. TEST RESULTS The test results indicate the compaction levels met or exceeded project specifications at each of the locations and elevations tested. Field personnel were informed of all test results. REMARKS Our compaction testing was done on an intermittent basis. This level of involvement does not allow a complete evaluation of the compaction levels and soil types for the entire fill system. The tests only provide compaction and soil type data for the specific locations and elevations tested. American Engineering Testing, Inc. Reviewed By: " ( Michael P. McCarthy, PE Principal Engineer 'AN AFFIRMATIVE ACTION EMPLOYER" 550 Cleveland Avenue North • St. Paul, MN 55114 •651-659-9001 • Fax 651-659-1379 Duluth • Mankato • Marshall • Rochester • Wausau AMERICAN CONSULTANTS 7t~ • GEOTECHNICAL ENGINEERING • MATERIALS TESTING, INC, • ENVIRONMENTAL REPORT OF DENSITY TESTS PROJECT: REPORTED TO: BUILDINGS #2 AND #3 DUKE-WEEKS CONSTRUCTION APOLLO INDUSTRIAL PARK 1550 UTICA AVENUE SOUTH APOLLO DRIVE SUITE 515 EAGAN, MN MINNEAPOLIS, MN 55416 AET JOB NO: 02-01728 ATTN: BRAD WHITMORE CC: WEIS BUILDERS DATE: MARCH 13, 2000 CITY OF EAGAN FIELD DENSITY TEST DATA Proctor values are adjusted for variable gravel content, therefore, the values shown on the Proctor list are not necessarily the values used in calculating the percent compaction. Elevation Reference: Building floor elevation = 100.0 Dry Moist. % Test Test Dens. Cont. Oversize Proc. Percent No. Date Test Location Elev. cif 91 Materi al No Compaction Specs. 170 3/1/00 Building #3 Interior Wall Backfill; 97 1271/2 8.0 11 6 98 95 TS & 100'W of NE Bldg. Comer 171 3/1/00 Building 43 Interior Wall Backfill; 97 126/2 8.3 8 6 97'/2 95 3' S & 210' W of NE Bldg. Comer 172 3/1/00 Building #3 Interior Wall Backfill; 97 126/2 8.2 9 6 97/2 95 25'S & T E of NW Bldg. Comer 173 3/l/00 Building 43 Sanitary Sewer Backfill; 96 118%: 10.2 7 5 95'/2 95 50'S & IT W of NE Bldg. Comer 174 3/1/00 Building #3 Sanitary Sewer Backfill; 98 121''/2 10.6 9 5 98 95 125'S & IT W of NE Bldg. Corner 175 3/1/00 Building #3 Sanitary Sewer Backfill; 95 121'/2 10.6 8 5 98 95 225'S & 12'W of NE Bldg. Comer 176 3/2/00 Building #3 Interior Wall Backfill; 99 114/2 10.6 10 4 102'/2 95 YS & 60'W of NE Bldg. Comer 177 3/2/00 Building 43 Interior Wall Backfill; 99 113'/2 11.0 10 4 102 95 4'S & 105'W of NE Bldg. Comer * Test result below project specifications 'AN AFFIRMATIVE ACTION EMPLOYER' 550 Cleveland Avenue North • St. Paul, MN 55114 •651-659-9001 • Fax 651-659-1379 Duluth • Mankato • Marshall • Rochester • Wausau AET #02-01728 - Page 2 FIELD DENSITY TEST DATA Proctor values are adjusted for variable gravel content, therefore, the values shown on the Proctor list are not necessarily the values used in calculating the percent compaction. Elevation Reference: Buildtniz floor elevation = 100.0 Dry Moist. % Test Test Dens Cont. Oversize Proc Percent No. Date Test Location Elev. Oct 3o Material No. Compaction specs. 178 32/00 Building #3 Interior Wall Backfill; 99 113'/ 11.3 9 4 102 95 TS & 200'W of NE Bldg. Comer 179 3/2/00 Building #3 Storm Sewer Backfill; 99 127'/1 7.9 8 6 98 95 100'N & 12'W of SE Bldg. Corner 180 3/2/00 Building 43 Storm Sewer Back-fill; 98 124 7.3 6 6 95'/2 95 200'N & 14'W of SE Bldg. Corner 191 3/2/00 Building #3 Storm Sewer Backfill; 97 126 7.6 7 6 97 95 300'N & 14'W of SE Bldg. Comer 182 3/2/00 Building #3 Storm Sewer Backfill; 98 124 7.6 10 6 95'/2 95 400'N & 11' W of SE Bldg. Comer 183 3/2/00 Building 93 Storm Sewer Backfill; 97 124'/2 8.0 12 6 96 95 350'S & 15'W of NE Bldg. Comer 184 3/3100 Building #3 Storm Sewer Backfill; 97 124'/2 7.2 11 6 96 95 200'S & 16'W of NE Bldg. Corner 185 3/3/00 Building #3 Storm Sewer Backfill; 98 126'/2 7.3 12 6 97'/2 95 100' S & 12'W of NE Bldg Corner 186 3/3/00 Building #3 Storm Sewer Backfill; 97 128'/2 7.4 13 6 99 95 50'S & 13' W ofNE Bldg. Corner 187 3/3/00 Building 43 Storm Sewer Backfill; 98 124'/2 7.8 10 6 96 95 200'S & 5'E of NW Bldg. Corner 188 3/6/00 Building #3 Floor Subgrade; 99 131 8.0 10 6 101 95 100'S & 60'W of NE Bldg. Corner 189 3/6/00 Building #3 Floor Subgrade; 99 131'/2 7.6 10 6 101 95 150'S & 100'W of NE Bldg. Corner 190 317/00 Building 93 Storm Sewer Backfill; 97 123'/2 8.0 8 6 95 95 150'S & 14'E of NW Bldg. Corner 191 3/7/00 Building #3 Storm Sewer Backfill; 97 125 8.0 10 6 96 95 125'S & IT E of NW Bldg. Comer * Test result below project specifications AET #02-01728 - Page 3 FIELD DENSITY TEST DATA Proctor values are adjusted for variable gravel content, therefore, the values shown on the Proctor list are not necessarily the values used in calculating the percent compaction. Elevation Reference: Building floor elevation = 100.0 Dry Moist. % Test Test Dens Cont. Oversize Proc. Percent No. Date Test Location Elev Pe % Material No. Contraction Specs 192 3/7/00 Building #3 Floor Subgrade; 225'S & 99 131 %a 8.2 13 6 101 95 100'W of NE Bldg. Comer 193 3/7/00 Building #3 Floor Subgrade; 27T S & 99 132 7.6 14 6 101''/c 95 60'W of NE Bldg. Comer 194 3/7/00 Building #3 Floor Subgrade; 40'S & 99 130 7.6 12 6 100 95 150'W of NE Bldg. Comer Method: Sand Cone (ASTM D1556) _ Nuclear (ASTM D2922) X LABORATORY MOISTURE-DENSITY RELATIONS OF SOILS (PROCTOR) Opt. Moisture Max. Dry No. Soil Description %+#4 Method Content % Density pcf 4 Sand, mostly fine grained, brown (SP) A 16.1 108.4 5 Silty sand, fine to medium grained, brown (SM) A 12.8 122.6 6 Silty sand, mostly fine grained, brown (SM) A 10.5 127.8 Procedure & Method: Standard (ASTM D698) X ; Modified (ASTM D1557) _ To protect the addressee, the public, and ourselves, this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. 6i:d~ute. Y". pt Reviewed By Michael P. Mc arthy, * Test result below project specifications ~ CITY USE ONLY rr\\ J PERMIT L , '~f H V ( RECEIPT DATE: t"' " U V I COMMMCIAL PLUMING PERMT AM ICAL71ON CITYoF 8At3AP 9890 Pam' KNOB RD 1?;Ae"' Ns 561 YE 851-681-"75 INCOMPLETE APPLICA77ONS WILL NOT BE PROCESSED Date: WORK TYPE _ New Bldg _ Add-on _ Repair _ RPZ _ PVB _ • Irrigation system • Must complete reverse side of application also. Required meter size is 2" turbo unless smaller size permitted by Public Works DESCRIPTION OF WORK G~J.f.~t% a mimtua AC~ - 4 ~j& - To inquire if Pressure Reducing Valve is required on new service, call 651-681-4646 METERS - Call 651-681-4300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to Picking on meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" displacement $149.00 Domestic Size & Type Avg GPM Does this include high demand devices? _ Yes _ No FLUSHOMETERS --17es -No PRV REQUIRED _ Yes v~lo Site Address: Tenant Name: )dam Telephone (Area Code) Was there a previous tenant in this space? _ Y G, If Yes, Name: Installer Name: COAt~ ali~, i Telephone 6.5- .i 2 ~U ,~7O (Area Code) Installer Address: Py City: GJjd~ . / State: 4MV. Zip Code o o u FEES Contract price $ 700• x 1% ($50.00 minimum) Contract Fee $ 7 Meter(s) $ Required on all new buildings & boulevard irrigation systems (Acct # 9220-4509) Radio Meter Read $ Surcharge: $.50 Minimum. If contract fee exceeds $1,000, calculate at State Surcharge s .5 50 cents per $1,000 contract fee. Total From Reverse New Service $ Total S D 7 I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notifythe property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed m d r this permit within City property/right-of-way/easement. 1 r~ICII l`~ SIGNATURE OF PE APR 0 9 2001 CITY USE ONLY Lly___rmn QUIRED INSPECTIONS: U.G. Air Test Gas Test 'Rough In al RE _ T' C) _6 I + PLANS SUBMITTED APPROVED BY: UH.DING INSPECTOR COMMERCIAL BUILDING PERMIT APPLICATION CITY OF EAGAN O - 651-681-4675 ~ p C ctr._~ lc-C1 Foundation Only New Construction Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) • Master Exit Plan (1) • Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always- • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established - if applicable • Project Specs (1) 1 • Energy Calculations (1) 1 • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 1 • Fire Protection Plan (1)" 1 1 • Soils Report (1) 1 • MC/ES SAC determination letter • MC/ES SAC determination letter MC/ES SAC determination letter call 651-602-1000 call 651-602-1000 call 651-602-1000 Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE -3- 5 - O 1 WORK TYPE -W' NEW REMODEL CONSTRUCTION COST S` XXYD SITEADDRESS 9SO VALQD\.-o V4, TENANT NAME ~ROU 1l~ouaY\n~J`~ SA SUITE # Z FORMER TENANT NAME DESCRIPTION OF WORK ~~w►Jpw~c ICIJA- Narrte: Inert Z;kt r 'G+Ae 2S° Phone#: ( !(<-I ) Sy3 - z~a o PROPERTY Last First OWNER StreetAddre`ss f IQoo umec %"tq. City State l~h~\ Zip SS`1lZ y~ ~ M Company k23"k_-& 1t.)tL►►cl c% ~ "'k *Z ~ Phone # (Tt S L ) .5`13 - 42 6 CONTRACTOR 'Riw,r..~ . fa t2. $21 -3S2Z Street Address: }loop VY\[.A tJR. City <4 \,li ; WOk State Mn~ Zip Spy l2 ARCHITECT/ ENGINEER Company IISG~ Phone # Name 1t ~~.srt1z Registration# 8g3 Street ,Adddrress~IH33 vr(\'e_& "Ss City `~.tl\s State Mwi Licensed plumber installingnew sewer/water service: PhI hereby acknowledge that I have read this application, state that the information is correct, and ate of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant"VacsQ...~Q.n CS--~ Updated 1/01 OFFICE USE ONLY SUBTYPE ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Bldg. ❑ 14 Apartments 27 Commercial/Industrial ❑ 32 Ext Alt - Apts. ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt - Comm. ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt - PF WORK TYPE ncel q7A,;, Oq~N ❑ 37 Nail Salon ❑ 31 New 35 Tenant Impr ❑ 42 Demolish (Found) ❑ 46 Windows/Doors ❑ 32 Addition ❑ 36 Move Bldg ❑ 43 Reroof ❑ 47 Repair ❑ 33 Alterations ❑ 37 Demolish (Bldg) ❑ 44 Siding ❑ 48 Authorization ❑ 34 Replacement ❑ 38 Demolish (Int) ❑ 45 Fire Repair GENERAL INFORMATION Census Code Zoning sq. ft. SAC Code # of Stories sq. ft. No. of Units O Length sq. ft. No. of Bldgs. Width sq. ft. Const. (Actual) Basement sq. ft. MC/ES System (Allowable) First Floor sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ❑ Gas Service Test ❑ Heating ❑ Insulation ❑ Plumbing ❑ Stucco/Stone APPROVALS Planning Building cbln Engineering Variance Permit Fee SS; -j .r} e~-- VALUATION $ PO Surcharge y 0 .0 D Plan Review ~y . ~A MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total COMMERCIAL BUILDING PERMIT APPLICATION rj L I 1 n- l CITY OF EAGAN -l 651-6 1-4675 7 L l r Foundation Only New Construction Interior Im rovement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) . Structural Plans (2) • Code Analysis • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) " . Landscaping Plans (2) . Key Plan (1) • Project Specs (1) . Code Analysis (1) . Master Exit Plan (1) • Spec. Insp. & Testing Schedule " . Certificate of Survey (1) . Energy Calculations (1) not always- • Soils Report (1) . Spec. Insp. & Testing Schedule (1) " . Elec. Power & Lighting Farm (1) not always- • Meter size must be established . Meter size must be established • Meter size must be established - if applicable • Project Specs (1) b • Energy Calculations (1) " 1 . Electric Power & Lighting Form (1) " l ! . Master Exit Plan (1) 1 l Fire Protection Plan (1)" 1 1 . Soils Report (1) y • MC/ES SAC determination letter . MC/ES SAC determination letter MC/ES SAC determination letter call 651-602-1000 call 651-602-1000 call 651-602-1000 Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-000 for details. DATE 3Z/(3 U I WORK TYPE _ NEW _ REMODEL CONSTRUCTION COST SITEADORESS 9SU #48104-11f7 444,6 MAI -IT-X-12- _3Q 141 1$6 i TENANT NAME ~'~✓aiv iUl~Z Ai/V SUITE # FORMER TENANT NAME DESCRIPTION OF WORK A16-61L) IZA-C/,f 4-4 -9 T/OSV ~$~e Name: Au IC e_ 1`t0. Z 4 7 J ~VU r7r-!'n[.^4 Phone#: ( G f Z ) 97 LJ - 970 e PROPERTY Last 01 First OWNER Street Address /Ss-6 k r 1 r ,A. t~~ ~ I2 C City Si - ";J ~A✓fC. State M(L) Zip ,-'s-4/ Company. -PftA_x - Na~uJY,.~ cJ Phone# ( FM ) 282-90Y CONTRACTOR ~ Street Address: 1 S2(0 'L UQa t t1Y1, tv-e.. City hj 7(~ ~t a G/. State L° q- Zip R z 6 y q ARCHITECT/ ENGINEER Company Phone # Name 6:1; G 4 e t l Ltd s, Registration # Street Address SL 6 L U' Ce a rno City din a-C^r d State Cif Zip a/ 2 6 4~ 9 Licensed plumber installing new sewerlwater service: Phone I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. V'n Signature of Applicant: i Updated 1/01 OFFICE USE ONLY SUBTYPE ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Bldg. ❑ 14 Apartments 27 Commercial/Industrial ❑ 32 Ext Alt - Apts. ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt - Comm. ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt - PF N![&,l- -?ILeD S-F02A~~ ❑ 37 Nail Salon WORK TYPE ❑ 31 New )Rr 35 Tenant Impr ❑ 42 Demolish (Found) ❑ 46 Windows/Doors ❑ 32 Addition ❑ 36 Move Bldg ❑ 43 Reroof ❑ 47 Repair ❑ 33 Alterations ❑ 37 Demolish (Bldg) ❑ 44 Siding ❑ 48 Authorization ❑ 34 Replacement ❑ 38 Demolish (Int) ❑ 45 Fire Repair GENERAL INFORMATION Census Code 3W Zoning T sq. ft. SAC Code # of Stories sq. ft. No. of Units o Length sq. ft. No. of Bldgs. Width sq. ft. Const. (Actual) Basement sq. ft. MC/ES System '(Allowable) • ~.I First Floor sq. ft. City Water UBC Occupancy 51 sq. ft. Fire Sprinklered ~S MISCELLANEOUS INSPECTIONS ❑ Gas Service Test ❑ Heating ❑ Insulation ❑ Plumbing ❑ Stucco/Stone APPROVALS Planning Building CEA* Engineering Variance VALUATION $ `t 7 000 Permit Fee a laS . Surcharge l a S O Plan Review MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge pp pp Treatment Plant ~J Park Dedication \,j C,-0y Trails Dedication Water Quality fa-A" C V C-,~ / ~t l 3 G Other Copies Total CITY USE ONLY PERMIT M 14 RECEIPT DATE: 1' l APPROVED BY: INSPECTOR COMMMCIAL MECEId4NICAL PEPMPP APPLICATION CITY OF E.lkGM 3630 PLOT KNOB RD EAGM, MN 551 EE 651-681-4675 Please complete for: all commercialfindustrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: SITE ADDRESS: C).C'U A i-- ,O6 OWNER NAME: PHONE (AREA CODE) TENANT NAME (IMPROVEMENTS ONLY): z,/~on/ ~iou~,/f 9i n~ WAS THERE A PREVIOUS TENANT IN THIS SPACE? Y ✓N. NAME: INSTALLER: C_ uK,o~, f- A e . ADDRESS:Q r zivnrlsikiaz fARt,61 • PHONE#: 7G3 - So- ° 7° 7 (AREA CODE) CITY: A), STATE: ~ ZIP: S SyS~/ WORK TYPE: New construction Install U.G. Tank Interior Improvement Remove U.G. Tank Processed Piping Specify Nature of Work: -Y~-'r ,'4-ov ~Aa CLlCi s When installing/removing underground tank, call 651-681-4675 for inspection by Fire Marshal and Plumbing (inspector. D P ~ 2 ~ T ~ Fees: 1% of contract price OR $50.00 minimum fee, whichever is greater. MAY I O 2OO 1 Underground tank removal/mstallation = minimum. fee Contract price: $ '/S as x l%= s ~,E' 00 (Base Fee) By--_- State surcharge 57-0 calculate at $.50 for each $1,000 Base Fee TOTAL $ 8• 0 SIGNATURE OF E ITTEE Updated 1/01 J Global Fife,PFotect!on Consulting; Inc. 4401 Water ,0ak'Couk,r Concord, CA 94521.; (925) 825-4643 Fak(925)691-4567~ www.globalfireprotec,tion.com March 15, 2001 01-1251 Mr. Dale Weglietner City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Reference: Iron Mountain 950 Apollo Road Eagan, MN Dear Mr. Weglietner: This letter is to confirm our phone conversation of March-13, 2001-Iron Mountain is in the process of occupying. the-above referenced facility. Iron Mountain is the Worlds largest commercial records storage company. Iron Mountain stores paper records, in cardboard cartons, on metal racks. Storage will be to a height of 27 feet. The storage arrangement is considered multi-row racking. This is based on aisle widths of 30-inches. This is a manual operation requiring employees to place and remove cartons on rack system. The public is not allowed in the storage area. For access to the cartons a two level catwalk systems is being installed between the racks. The catwalk is supported by the rack system and is not considered a floor. The catwalk is expanded metal construction. Access to the upper levels is via stairs. The rack system is considered multi-row racking and the aisle space between the racks are considered the longitudinal flue space. Iron Mountain is having Summit Fire Protection install in-rack sprinklers. The in-rack sprinklers will be installed in the center of the aisle/longitudinal flue on 10 feet 3-inch centers, under each catwalk level. In addition to the longitudinal flue sprinklers Iron Mountain will install sprinklers within the transverse flues at each catwalk level. The transverse flue sprinklers are not required and are provided in addition to the standard requirements. Global Fire Protection Consulting, Inc. Iron Mountain Eagan, MN 2 As discussed the ceiling sprinkler system is ESFR. When the hydraulic calculations are done, the combination of the ceiling system (12 ESFR sprinklers), hose demand (250 gpm) and the in-rack system (10 sprinklers at a minimum flow of 30 gpm) the pressure demand at the street connection is 0.4 psi over the curve. It is my opinion that the demand is close enough that the design would be acceptable. I do not want to change the ceiling sprinklers out to conventional sprinklers and reduce the protection for less than 1 psi. Based on our discussion you found that the proposed design was acceptable and Iron Mountain can proceed with the design of the in-rack sprinkler system without changing the ceiling sprinklers. Thank you for your assistance on this project and if more information is needed please do not hesitate to call. Sincerely, / 41ezr~eCo~ eaux Cc John Fell Mike Rooney Iron Mountain-Phase I Interlake Cold Formed Racks Location: 950 Apollo Rd. Eagan, MN Prepared For: Index Industries Inc. Huntington Beach, CA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 30765 Pacific Coast Hwy. Malibu, CA (310) 589-1781 Peter S. Higgins, S.E. Job Number 4912 QPUFESS/py April 2, 2001 This Document and the design it contains is copyright by Peter S. in Associa t 4 S 2642 a+ is provided as an instrument of service, and shall not be repro ed in fashion out EXPIRES y the written permission of Peter S. Higgins and Associates. 3.31-04 V Notice to Building De rime r s~lF If this calculation is submitted for building permit a roval, t a co all an OFpq calculations as listed in the table of contents on the xt pag s), a s e acco a y~ by all drawings listed in Section 1. All documents sh I bear a pr ate Is ands ❑ Ie~ O in ink of a contrasting color with the same Job No er Refe ❑ The Iculatio s l O- signed across this block. 2.) m J ,@ m V REPRODUCTIONS OF SIG C04 ro J ~ Q m ~r~0 yo U ~ a ,w C~~m°p PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet iii Table of Contents 1 Reference Data I 1.1 Documents I 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.1.1.2.1 Index Industries, Inc 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.1.1 Platforms 1 1.2.1.2 Beams 1 1.2.1.2.1 3 Boxes Deep 1 1.2.1.2.1.1 Boxes Stacked < 3 High 2 1.2.2 Seismic 2 1.2.2.1 UBC 2222-Zone 2 3 1.2.2.2 Short Formulation 3 2 Phase 1 3 2.1 Components and Geometry 4 2.2 Check Beams 5 2.2.1 Boxes Only 5 2.2.1.1 Boxes Stacked < 3 Deep < 3 High 5 2.2.1.1.1 < 123" Wide Bays 5 2.2.1.1.1.1 Loads 5 2.2.1.1.1.2 Design Forces 5 2.2.1.1.1.3 Beam Properties 5 2.2.1.1.2 < 132" Wide Bays 5 2.2.1.1.2.1 Loads 5 2.2.1.1.2.2 Design Forces 5 2.2.1.1.2.3 Beam Properties 6 2.2.2 Boxes plus Platform 6 2.2.2.1 Boxes Stacked < 3 Deep < 3 High 6 2.2.2.1.1 < 36" Aisles 6 2.2.2.1.1.1 < 123" Wide Bays 6 2.2.2.1.1.1.1 Loads 6 2.2.2.1.1.1.2 Design Forces 6 2.2.2.1.1.1.3 Beam Properties 6 2.2.2.1.1.2 < 132" Wide Bays 7 2.2.2.1.1-.2.1 Loads 7 2.2.2.1.1.2.2 Design Forces 7 2.2.2.1.1.2.3 Beam Properties 7 2.2.2.1.2 < 44" Aisles 7 2.2.2.1.2.1 < 96" Wide Bays 7 2.2.2.1.11.1 Loads 7 2.2.2.1.2.1.2 Design Forces 7 2.2.2.1.2.1.3 Beam Properties 8 2.2.2.1.2.2 < 108" Wide Bays 8 2.2.2.1.12.1 Loads 8 2.2.2.1.2.2.2 Design Forces 8 2.2.2.1.2.2.3 Beam Properties 8 2.2.2.1.2.3 < 123" Wide Bays 8 2.2.2.1.13.1 Loads 8 2.2.2.1.2.3.2 Design Forces 9 ®Copyright by Peter S. Higgins and Associates. Ptovided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet iv 2.2.2.1.2.3.3 Beam Properties 9 2.2.2.1.3 < 60" Aisles 9 2.2.2.13.1 < 108" Wide Bays 9 2.2.2.1.3.1.1 Loads 9 2.2.2.1.3.1.2 Design Forces 9 2.2.2.1.3.1.3 Beam Properties 9 2.2.2.1.3.2 < 123" Wide Bays 10 2.2.2.1.3.2.1 Loads 10 2.2.2.1.3.2.2 Design Forces 10 2.2.2.1.3.2.3 Beam Properties 10 2.2.2.1.3.3 < 132" Wide Bays 10 2.2.2.1.3.3.1 Loads 10 2.2.2.1.3.3.2 Design Forces 10 2.2.2.1.3.3.3 Beam Properties 11 2.2.2.1.4 < 90" Aisles 11 2.2.2.1.4.1 < 66" Wide Bays 11 2.2.2.1.4.1.1 Loads 11 2.2.2.1.4.1.2 Design Forces 11 2.2.2.1.4.1.3 Beam Properties 11 2.2.2.1.4.2 < 69" Wide Bays It 2.2.2.1.4.2.1 Loads 11 2.2.2.1.4.2.2 Design Forces 12 2.2.2.1.4.2.3 Beam Properties 12 2.2.2.1.5 < 108" Aisles 12 2.2.2.1.5.1 < 123" Wide Bays 12 2.2.2.1.5.1.1 Loads 12 2.2.2.1.5.1.2 Design Forces 12 2.2.2.1.5.1.3 Beam Properties 12 2.3 Check Posts (Dead plus Live Loads) 13 2.3.1 Interior Posts 13 2.3.1.1 Load to Post 13 2.3.1.1.1 Boxes 13 2.3.1.1.2 Platform 13 2.3.1.1.3 Total 13 2.3.1.2 Post Properties (net section) 13 2.4 Longitudinal Seismic 13 2.4.1 Base Shear 13 2.4.2 Design Forces 14 2.4.3 Post - Combined Stresses 14 2.4.4 Beam Connections 14 2.4.4.1 Design Forces 14 2.4.4.1.1 Below First Level 14 2.4.4.2 Connection Capacity 14 2.5 Transverse Seismic 15 2.5.1 Base Shear 15 2.5.2 Design Forces 15 2.5.2.1 Stability 15 2.5.2.2 Brace 15 2.5.2.2.1 Design Force 15 2.5.2.2.2 Brace Capacity 15 3 Miscellaneous Metal 16 3.1 Check Deck 16 3.1.1 Access Aisles 16 ° Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet v 3.2 Check Deck Support Beams 16 3.2.1 Access Aisles 16 3.2.1.1 < 36" Spans 16 3.2.1.2 < 48" Spans 17 3.3 Check Main Aisle Support Beams 17 3.3.1 < 60" Spans 17 3.3.2 < 108" Spans 18 3.3.3 < 108" Spans 18 3.4 Mono Posts 18 3.5 Handrail 18 3.6 Stair Supports 19 3.6.1 Uprights 19 3.6.2 Misc. Beams 19 4 Straddle Lift 19 4.1 Loads 19 4.2 Check Post Under Vertical Load 19 4.2.1 Design Forces 19 4.2.1.1 Axial 19 4.2.1.2 Bending 19 4.2.1.2.1 Major Axis 19 4.2.1.2.2 Minor Axis 19 4.2.2 Check W6 19 4.3 Longitudinal Seismic 20 4.3.1 Check W6 20 4.3.1.1 Design Forces 20 4.3.1.2 Stress Check 20 4.4 Transverse Seismic 20 4.4.1 Check W6 20 4.4.1.1 Design Forces 20 4.4.1.2 Stress Check 20 4.5 Stability 20 4.5.1 Static Reactions 21 4.5.2 Seismic Reactions 21 *Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written pernussion only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase I Job No. 4912 April 2, 2001 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of draw- ings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates IL-9 1.1.1.2 By Others 1.1.1.2.1 Index Industries Inc. Drawing Number Sheet Rev Remarks 20470-1 1 of 10 - "-2 2 of 10 - "-3 3 of 10 - "-4 4 of 10 - %5 5of10 - "-6 6 of 10 - "-7A 7A of 10 - "-7B 7B of 10 - "-8 8 of 10 - "-9 9 of 10 - "-10 10 of 10 - 1.2 Loads 1.2.1 Vertical (Dead plus Livel 1.2.1.1 Platforms Access Only. No permanent storage DL=5 psf; LL=50 psf Design all beams for 100% impact 1.2.1.2 Beams 1.2.1.2.13 Boxes Deep G 50" Deep Uprights. Paper Records Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 2 Load per box = 0.035 kips 3 deep < 32" load height = 2 boxes high G_ 36" load height = 3 boxes high Design beams for nominal impact of total load (code requires 25% of single load, or 9 lbs which is not significant). 1.2.1.2.1.1 Boxes Stacked <3 High Beam Upright # of Vertical Length Depth Boxes Load (in.) (in.) (kips) <72 <50 45 <1.58 <88 < 50 54 < 1.89 <94 <50 63 <2.21 <111 <50 72 <2.52 <123 <50 81 <2.84 <134 <50 90 <3.15 1.2.2 Seismic Eagan, MN is under BOCA jurisdiction. BOCA is essentially silent on this type of storage system and provides criteria for storage racks as component systems. This is not the case here as storage racks are free standing structures, not part of another primary supporting structure. BOCA does however permit the design of special structures using a properly substantiated analysis. This calculation uses ANSI M1116.1 for the design of the racks, supplemented by UBC 2222 for seismic design criteria. The maximum Av for Minnesota is <0.05, which is equivalent to UBC Zone 1. Conserva- tively this design design is check to UBC Seismic Zone 2 lateral force requirements (equivalent Av <0.20). OCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 3 1.2.2.1 UBC 2222-Zone 2 0. 11C, IW<V=C°II <2.5CQIk RT R Where: For default soils: For working stress designs: Ca=0.28 R=(1.4)(5.6)=7.84 Longitudinal (moment frame) CV=0,40 (1.4)(4.4)=6.16 Transverse (braced) Soil Profile Type= SD T=Structure Period (sec) 1=1.00 W = Rack + Contents per 2228.5. Substitution yields: 0.022 W _ V _ 0.051 W 0.0891,/ long T 0.022W V ans _0 4/:~ -0.114W I 1.2.2.2 Short Formulation If racks are interconnected such that 4 posts in each direction resist lateral load, then using code maximum loads, and W=rack rated capacity: Vlong<-0.089W=0.089(DL+LL12) 0.045W Vtrans<_0.114W=0.114(DL+LL12)=0.0571./ (since DL < < LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2 Phase 1 ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 4 2.1 Components and Geometry 179_135Y 32' l0E' 50' TN' 6C' 50' M, 44' SO' b0' 30' S0' X32-50' = ~ N _ N I I N q TYPICAL FRONT ELEVAI ION TYPICAL SECTION TYPICAL FRAME Beam Types (minimum sizes, larger may be used) Uprights- ALL Boxes Only Boxes Stacked < 3 Deep (Boxes Stacked < 3 Deep < 3 High) < 72" Aisles LF-75B (30x 13 Ga.) LB384H < 123" LB486H < 132" Base Plates-ALL Std. Boxes plus Platform (Boxes Stacked < 3 Deep < 3 High) Deck Supports < 36" Aisles CS25 < 48" O/C < 36" Aisles < 48" Aisles CS75 < 48" O/C LB4%H < 123" LB597H < 132" Main Aisle Support Beams LB384 < 60" Span_< 50" Trib. < 44" Aisles LB384 < 108" Span_< 25" Trib. L9384H < 96" LB689 < 108" Span_<_ 50" Trib. LB496H < 108" LB597H < 123" < 60" Aisles LB689H < 108" LB690H < 123" LB692H < 132" < 90" Aisles LB496H < 66" LB597H < 69" < 108" Aisles LF3901H < 123" ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 5 2.2 Check Beams 2.2.1 Boxes Only 2.2.1.1 Boxes Stacked <i Deep < 3 High 2.2.1.1.1 <23" Wide Bays 2.2.1.1.1.1 Loads Max. Box Load = 2.84 kips. 2.2.1.1.1.2 Design Forces I.,W M . 0.6Fi M~(2)(8) Sm~~ =21.8 inch kips =0.66 in3 2.2.1.1.1.3 Beam Properties . r LB384H 1.63" Sx=0.73 in3 O.K. Ix=1.44 in4 N 0.070" 2.75" 2.2.1.1.2 Q32" Wide Bays 2.2.1.1.2.1 Loads Max. Box Load = 3.15 kips. 2.2.1.1.2.2 Design Forces I.,W M M <(2)(8) SmIn <0.6Fy =26.8 inch kips =0.81 in3 Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 6 2.2.1.1.2.3 Beam Properties 1 LB486H 7 .63'' Sx=0.97 in3 O.K. ° Ix=2.24 in4 ~ 0.070" 2.75" 2.2.2 Boxes plus Platform 2.2.2.1 Boxes Stacked <i Deep < 3 High 2.2.2.1.1-<36" Aisles 2.2.2.1.1.1-423" Wide Bays 2.2.2.1.1.1.1 Loads Max. Box Load =2.84/2=1.42 kips. Tributary Area < 13 ft2 Wd+1 < 1.61 kips Wtot !5 3.0 kips per beam 2.2.2.1.1.1.2 Design Forces L,W,,,, M M<_ S (10) 33 =37.3 inch kips =1.13 in3 2.2.2.1.1.1.3 Beam Properties LB496H 1 163" Sx=1.12 in3 Say O.K. LO Ix=2.79 in4 v - 0.070" 2.75" cCopynght by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 7 2.2.2.1.1.2 432" Wide Bays 2.2.2.1.1.2.1 Loads Max. Box Load =3.15/2=1.58 kips. Tributary Area < 16.5 ft2 Wd+l < 1.73 kips Wtot < 3.3 kips per beam 2.2.2.1.1.2.2 Design Forces LW M M<_ (10) Smn-33 =43.7 inch kips =1.32 in3 2.2.2.1.1.2.3 Beam Properties LB597H 1 .63" Sx=1.26 in S O.K. Ix =3.36 in4 0.070" 2.75" 2.2.2.1.2-< 44" Aisles 2.2.2.1.2.1 <96" Wide Bays 2.2.2.1.2.1.1 Loads Max Box Load =2.20/2=1.10 kips. Tributary Area < 14 ft2 Wd+l < 1.51 kips Wtot < 2.6 kips per beam 2.2.2.1.2.1.2 Design Forces L, W ro, M b1_ (10)S m'"C33 =24.5 inch kips =0.74 in3 rCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 8 2.2.2.1.2.1.3 Beam Properties . ► LB384H 1 .63" Sx=0.73 in3 Say OK. L Ix=1.44 in4 M 0.070" 2.75" 2.2.2.1.2.2<108" Wide Bays 2.2.2.1.2.2.1 Loads Max. Box Load =2.52/2=1.26 kips. Tributary Area < 16.5 ft2 Wd+I < 1.73 kips Wtot < 3.0 kips per beam 2.2.2.1.2.2.2 Design Forces M< t $ < (10)T3 =32.3 inch kips =0.98 in3 2.2.2.1.2.2.3 Beam Properties I', LB496H 1.63" Sx=1.12 in3 O.K. Ix=2.79 in4 L-3-0 2.75" 2.2.2.1.2.3 <12311 Wide Bays 2.2.2.1.2.3.1 Loads Max. Box Load =2.84/2=1.42 kips. Tributary Area < 18.5 ft2 Wd+l5 1.94 kips Wtot < 3.36 kips per beam aCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 9 2.2.2.1.2.3.2 Design Forces L1WI. M MS (10) S"n"<33 =41.3 inch kips =1.25 in3 2.2.2.1.2.3.3 Beam Properties LB597H t 1.63" Sx=1.26 in3 O.K. Ix=3.36 m4 r 0.070" 2.75 2.2.2.1.3-<60" Aisles 2.2.2.1.3.1-<10" Wide Bays 2.2.2.1.3.1.1 Loads Max. Box Load =2.52/2=1.26 kips. Tributary Area < 22.5 ft2 Wd+I<2.36 kips Wtot < 3.6 kips per beam 2.2.2.1.3.1.2 Design Forces M<S <M (10) mm-33 =38.9 inch kips =1.18 in3 2.2.2.1.3.1.3 Beam Properties LB689H + 1.63" Sx=1.59 in3 OK. Ix=4.88 in4 ~ 0.070" 2.75" mCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 10 2.2.2.1.3.2<123" Wide Bays 2.2.2.1.3.2.1 Loads Max. Box Load =2.84/2=1.42 kips. Tributary Area < 26.0 ft2 Wd+l <2.69 kips Wtot < 4.1 kips per beam 2.2.2.1.3.2.2 Design Forces L,W mr M M- C10) S., 53 =50.5 inch kips =1.53 in3 2.2.2.1.3.2.3 Beam Pr911erties 1 LB690H .63" Sx=1.86 m3 OK. ,v Ix=6.29 in4 L01070" 1.6 2.75" 2.2.2.1.3.3<132" Wide Bays 2.2.2.1.3.3.1 Loads Max. Box Load =3.15/2=1.58 kips. Tributary Area < 27.5 ft2 Wd+I<2.89 kips Wtot < 4.5 kips per beam 2.2.2.1.3.3.2 Design Forces L,W,, < M M- (10) Smm-33 =58.9 inch kips =1.79 in3 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 11 2.2.2.1.3.3.3 Beam Properties 1« LB692H 3 1 .63" Sx=2.20 in3 O.K. to lx=7.43 in4 0.084" 2.75" 2.2.2.1.4-<90" Aisles 2.2.2.1.4.1-<66" Wide Bays 2.2 2.1.4.1.1 Loads Max. Box Load =1.58/2=0.79 kips. Tributary Area < 20.5 ft2 Wd+I<2.17 kips Wtot < 29 kips per beam 2.2.2.1.4.1.2 Design Forces M < (10) S<33 =19.5 inch kips =0.59 in3 2.2.2.1.4.1.3 Beam Properties LB496H t 1.63" Sx=1.12 in3 O.K. Ix=2.79 in4 a 0.070" 2.75" 2.2.2.1.4.2 <69" Wide Bays 2.2.2.1.4.2.1 Loads Max. Box Load =1.58/2=0.79 kips. Tributary Area < 21.5 ft2 Wd+1<2.26 kips Wtot < 3.1 kips per beam ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission ordy. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 12 2.2.2.1.4.2.2 Design Forces Llw IN M<_ (10) Sm"~53 =21.0 inch kips =0.64 in3 2.2.2.1.4.2.3 Beam Properties w LB597H 1 .63" Sx=1.26 in3 O.K. _N IX=3.36 in4 0.070" 2.75" 2.2.2.1.5-< 108" Aisles 2.2.2.1.5.1<12311 Wide Bavs 2.2.2.1.5.1.1 Loads Max. Box Load =2.84/2=1.42 kips. Tributary Area < 46.1 ft2 Wd+l <4.84 kips Wtot < 6.3 kips per beam 2.2.2.1.5.1.2 Design Forces M < L, W roe Smin 33 (10) =77.0 inch kips =2.33 in3 2.2.2.1.5.1.3 Beam Properties LB901H L3592 Sx=4.19 in3 O.K. Ix=21.7 in4 ~u75 Unpunched ®Copyriglrt by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 13 2.3 Check Posts (Dead plus Live Load sl 2.3.1 Interior Posts 2.3.1.1 Load to Post 2.3.1.1.1 Boxes P<(z4)(9)(3)(O.035) z =11.3 kips 2.3.1.1.2 Platform Tributary Area < 80 ft2 DL < 0.40 lips LL < 4.00 kips 2.3.1.1.3 Total Pto± < 15.7 kips 2.3.1.2 Post Properties (net section) + 3 LF-75B 1 /r =49 3" 1 t=0.090 in a/rX=31 X - X As=0.79 in2 r SX=0.80 in3 Fa=24.5 ksi rx=1.23 in t Sy=0.59 in3 P =19.4k =ry=1.08 in MXa=24.0k 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - UBC Method B - Derivation supplied upon request. lie n C 1 T?- WlZ (2n2 +2n+1) 6E! Ka Where: G = Gravitational acceleration W = Load per level 1 = Spacing between levels For units = kips inches, seconds E = Young's Modulus G = 386 in/sect I = Moment of inertia of post E = 29,000 kips/in2 Kp = Connector stiffness n = Number of levels The equation reduces to: tiz 1 1 T-> 1 - (14/lZ l + (2nZ+2n+ 1) 14 174,0001 Ko J ®Copyrigbt by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase I Job No. 4912 April 2, 2001 Sheet 14 The column stiffness component may be conservatively ignored reducing the formula to: z Iiz T>(1 X12 (2R2+2n+1)~ For this configuration W = 2.84 kips/Level (average) I = 37 inches (average) Kp = 600 (300 inch kips per radian per connector) Substituting yields: T > 2.2 sec Thus: V < 0.030W 2.4.2 Design Forces P< 15.7k; V<(0.030)(0.40+11.3)=0.35k M<Vlx/2=(0.35)(3812)=6.6 inch kips 2.4.3 Post - Combined Stresses P M Po Mo =1.08<1.33 O.K. 2.4.4 Beam Connections 2.4.4.1 Design Forces 2.4.4.1.1 Below First Level Mconn < 6.6"k 2.4.4.2 Connection Capacity Standard Connection • • Ma=(1.33)(2.5)(4)=13.3in k O.K. 7/16" diam. Rivet Va = 2.5 kips ®Copyright by Peter S. Higgins and Associates. Provided as an mstrumen: of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Sob No. 4912 April 2, 2001 Sheet 15 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values, minimum 4 posts per direction V = (0.11 W /2) =0.11[0.40+2(11.3)/2] =1.29k 2.5.2 Design Forces D Vh' Pea D V h'= 193 inches Peq=5.0 kips h' Note: Bracing shown is schematic - see this section, subsec- tion .2 for actual geometry. ± P EQ 2.5.2.1 Stability Peq<PD+L-Stable-No Uplift. Anchors provide added Factor of Safety. O.K. Use min. 1/2" diam. BOCA approved expansion anchors. Minimum embedment 3.0" into slab. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pbr <1.8k 2.5.2.2.2 Brace Capaci(y 0.071 " Anet=0.30 in2 1 2 rmin=0.49 in 1 Q=0.76 12 L k1 Fa Pa (in) I (ksi) (k) 64 131 8.75 3.50 O.K. ©Copyright by Peter S. Higgms and Associates. Provided as an instrument of servtce. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 16 3 Miscellaneous Metal 3.1 Check Deck 3.1.1 Access Aisles Max Span < 4.0 ft; M < 0.21 ft kips/ft; Smn=0.13 in3/ft Any 11/2 deck. 1" bar grating AMPLE 3.2 Check Deck Support Beams 3.2.1 Access Aisles 3.2.1.1 < 36" Spans Tributary Width < 4 ft; Span < 3.0 ft Design Forces and Require- ments CS25 side punched w<0.42 kips/ft LF25 on minor axis V <0.63 kips (hooks ample) OK. M<0.47 foot kips (see below) Sxmin=0.17 in lxmin=0.17 in4 (LL/240) 1 $ CS25 3 t=0.090 in X - X As, -0.54 in2 Sx=0.45 in3 rx=1.11 in t Sy=0.24 in3 ry=0.62 in ®Copyright by Peter S. Higgins and Associates. Provided as an mstmment of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 17 3.2.1.2 < 48" Spans Tributary Width < 4.0 ft; Span < 4.0 ft Design Forces and Require- ments CS75 side up nched w<0.42 kips/ft LF75 on minor axis V <0.84 kips (hooks ample) 6. -K. M< 0.67 foot kips (see below) Sxmin=0.24 in3 Ixmin=0.32 in4 (LL/240) 3 CS75 3" t=0.090 in x - X As=0.87 in2 Sx=0.92 in3 rx=1.25 in t Sy=0.62 in3 ry=1.10 in 3.3 Check Main Aisle Support Beams 3.3.1 < 60" Spans Tributary Width < 4.2 ft; Span < 5.0 ft Design Forces and Requirements w<0.44 kips/ft LB384 O.K. VG 1.10 kips (hooks ample) (see below) M < 1.10 foot kips Sxmin=0.40 in3 Ixmin=0.65 in4 (LL/240) LB384H 1.63" Sx=0.73 in3 O.K. Ix=1.44 in4 0.070" ' 2.75" 'Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 18 3.3.2 < 108" Spans Tributary Width < 2.0 ft; Span < 9.0 ft Design Forces and Requirements w<0,21 kips/ft LB384 O.K. V <0.95 kips (hooks ample) (see below) M < 1.70 foot k Jps Sxmin=0.62 in Ixmin=1.81 in4 (LL/240) LB384H Say O.K. S (design loads very conserva- 1.63" Sx=0.73 in3 tive) D Ix=1.44 in4 0.070" 2.75" 3.3.3 < 108" Spans Tributary Width < 4.2 ft; Span < 9.0 ft Design Forces and Requirements w<0.44 kips/ft LB689 O.K. V< 1.99 kips (hooks ample) (see below) M<3.57 foot kY')s Sxmin=1.30 in lxmin=3.80 in4 (LL/240) 1" LB689H [yl..63" Sx=1.59 in3 OK. Ix=4.88 in4 CF] 070" y 2.75" 3.4 Mono Posts Support reduced design loads- O.K. by inspection 3.5 Handrail Rails @ < 12"; spaced < 50" apart; Connections; Row Spacers O.K. inspection vCopyright by Peter S Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 19 3.6 Stair Supports 3.6.1 Uprights Support reduced vertical loads, lateral forces resisted by other columns in line (ample reserves in transverse direction which governs). UPRIGHTS O.K. BY INSPECTION 3.6.2 Misc. Beams O.K. by Inspection (Nominal forces) 4 Straddle Lift Because the design criterion of this lift is for stiffness, not strength, the following design checks indi- cate very low stress levels. Mechanical performance is not part of the structural review. However, it is checked for strength including the live load of the lift itself which is not required by code. 4.1 Loads Self Wt. < 3.0 kips; Lift Capacity = 4.0 kips (maximum limit of hydraulics) Impact not included in analysis of vertical loads (very large reserve capacities - OK by inspection) 4.2 Check Post Under Vertical Load 4.2.1 Design Forces Check for Straddle Unit 4.2.1.1 Axial Total load < 3.5 kips 4.2.1.2 Bending 4.2.1.2.1 Major Axis Worst case = cranked in moment due to unbalanced 2.0 kips at extreme edge of plat- form. Mx < 2.0(60)/(2)(2) = 30.0 inch kips 4.2.1.2.2 Minor Axis Nominal 4.2.2 Check W6 f W6x20 For 10' between floors (conservative) A=5.87 in2 KI/ry=(120)/1.50=80 Sx=13.4 in3 rx=2.66 in F =15.4 ksi Sy=4.41 in3 Ia 3F'e=31.1 ksi ry=1.50 in P =90.1k *Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written remission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 20 1.33P' -182.6k Mxa= 89- M=119=119 k P M Pn Mn =0.14<1.00 O.K. 4.3 Longitudinal Seismic Straddle unit Conservatively assume full load plus platform at mid height of 10'. 4.3.1 Check W6 Conservatively assume W6 posts resist all lateral forces as simple beams between floors 4.3.1.1 Design Forces Sheaves develop no tension on the web so one column resists entire lateral load P < 3.5 kips My < 0.10(7.0)(120)/(4) = 21.0 inch kips (sheaves develop no tension) 4.3.1.2 Stress Check P M Pn M =0.22<1.33 O.K. 4.4 Transverse Seismic Conservatively assume full load plus platform at top of lift (greatly exceeds code requirements which do not require inclusion of live load into base shear) 4.4.1 Check W6 4.4.1.1 Design Forces P < 3.5 kips Mx < 0.10(7.0)(120)/(4) = 21.0 inch kips 4.4.1.2 Stress Check Combined stress OK by inspection (forces less than on minor axis) 4.5 Stability The lift relies on reactions to the upper level for static and seismic stability. While (as will be shown) these are extremely light forces, this review makes the following assumptions. ®Copyright by Peter S. Higgins and Associates- Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Iron Mountain-Phase 1 Job No. 4912 April 2, 2001 Sheet 21 4.5.1 Static Reactions By inspection, the unbalanced load on a minimum 5' high lift governs. Conservatively assum- ing pin ends at base and floor. Horizontal reaction of braces V <(2.0)(60)<_0.39, (102)(2) Existing structure - AMPLE BY INSPECTION (load < < shear of displaced material in racks) 4.5.2 Seismic Reactions Conservatively assume entire dead plus live loads at top of lift. Horizontal reaction of braces in both directions V'q <_(0.10)("')(2sx12)/(113)s 0.86" Existing structure - AMPLE BY INSPECTION (load < < shear of displaced material in racks) nCopyrtght by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. - - O gild • A QR GB and GB- 1-Level Upright or Pendent Glass Bulb Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ( Product Multi-Level sprinklers that require a 4 a guard utilize the WSG-3 water shield ! and guard for the upright and the G-3 Description and WS-3 for the pendent. See Ordering Instructions for details. The Central Model GB and GB-OR Operation: The glass bulb capsule ,j Multi-Level Automatic Sprinklers are operating mechanism contains a designed for use in sprinkler systems heat-sensitive liquid that expands having sprinklers at multiple eleva- upon application of heat. Upon tions in the same area. They should reaching the rated temperature, the be used in applications where water frangible capsule ruptures, thereby shielding is required, such as storage releasing the orifice seal The racks or under open grating catwalks. sprinkler then discharges water in a The Model GB is a standard re- predesigned spray pattern to control sponse multi-level sprinkler and the the fire. Model GB-QR is a quick response multi-level sprinkler. e`pl199e This shield design protects the Technical u glass bulb from retarded operation due to discharge from sprinklers at Data Automatic higher elevations which may have operated earlier during a fire. The f shield with a guard also protects the Model GB and GB-QR Multi-Level ~a ®i ®e r sprinkler from minor mechanical Style: Upright or Pendent damage The upright version comes complete with the water shield affixed Orifice Size: '/z" (r27mm) to the deflector K Factor: 5.6 (ao 08 melr,a The pendent version is supplied Standard Sprinkler Finishes: brass. with a separate water shield that is Thread Size 'A" (is mm) NPT chrome plated threaded on the'/~"o!5 man) NPT of the Temperature Ratings 155_Fi68-C sprinkler prior to installing the 200 93 C Corrosion-Resistant Sprinkler sprinkler into the fitting Coatings white, black The operating mechanism consists Wrench. Combination Part°1106 Upri ht Pendent of a liquid-filled 3mm bulb (GB-OR) or Approvals. U.L., U LC., F.M. a 5mm (GB) bulb Length. 2/a'(54 mm) 2" (508mm) Maximum Working Pressure The Model GB and GB-OR Multi- 175 psi (12.1 bar) Width: 21/2' (6:3.5 mm) 21/2" (635 mm) Level sprinklers are intended for Weight 3 4 oz 2 9 oz installation in accordance with current Factory Hydro Test 100 at (.vs gramsl isz o~rr•cJ NFPA Standards They are available 500 psi (34 5 bar) in a vai~ety of temperature ratings finishes and co, oson resist-, u cca+ina The GB cr Gb-OR PJwft-Le"cl Autcrnat,c S'pmrkleis are available mfli a Guard The GB and GB-()H No. a -l a.o oh' c.r rd.•, . G Figure 1 Figure 2 Multi-Level Upright Multi-Level Upright with Guard Sprinkler Guard with Shield (WSG-3) 33/1.(63 5 mm) Diameter 2 112" (63.5 mm) fJlameter 11 v~zTra'a•Ra »cl,+laX sarlm narasa~ ~ ~ ~ ;i 7+ 211/16' 2116" (683mm) (54 0 mm) ~I 2" i t . _ I I I I I Figure 3 Figure 4 Multi-Level Pendent Multi-Level Pendent with Guard 5 L2 (63 5,I1V D.zrn.la PAGL 01 _ ItLUUC. /O _ _ - _ WaIUr SM1iClt1 .EDUpN GOUP;ioG VJaIBr Shleltl _ - W 3 ' ~ 1503 n. ui . r:2 r :508rurl ' ~n j is3) _ I i! I I I ~ I I j I :N beginning of the sprinkler threads. procedure until a tight fit is obtained. Design Step 3. Fasten the two horizontal Step 6. Turn the water shield retaining clips in place over the clockwise on the sprinkler thread until Data proper vertical rib of the cage. Make it "bottoms out" against the base of sure this action results in a tight fit the wire cage. GB and GB-QR Multi-Level between the clip and the rib. If not, Caution: Special care must be taken Sprinklers are intended for use with bend the clip slightly and repeat the when installing with a copper system. the NFPA Standards, and when procedure until a tight fit is obtained. Sprinklers must be installed only after applicable, F.M. Guidelines. the inside of the sprinkler drop and Installation Sequence - WSG-2 associated fittings have been wire (upright position only) brushed to remove any flux- Residual Residual flux can cause corrosion Installation Step 1. The unit must be installed in and in extreme cases can impair the proper position with the shield proper sprinkler operation. above the sprinkler's operating All Central Model GB and GB-QR elements. Multi-Level Sprinklers must be Step 2. Install the sprinkler into the womb installed according to current NFPA branch line fitting. Standards. Deviations from these Step 3. After the sprinkler has been requirements and standards or any installed, gently spread the two base alteration to the sprinkler itself will sections of the wire cage an slide the void any warranty made by Central cage around the sprinkler head so the Sprinkler Company. In addition, base of the cage is located between installation must also meet local the wrench boss and the beginning of government provisions, codes and the sprinkler threads. standards as applicable. Step 4. Fasten the two horizontal The system piping must be properly retaining clips in place over the Care sized to insure the minimum required proper vertical rib of the cage. Make 9 flow rate at the sprinkler. Check for sure this action results in a tight fit n-Maintenane the proper model, style, orifice size, between the clip and the rib If not, and temperature rating prior to bend the clip slightly and repeat the installation. Install sprinklers after the procedure until a tight fit is obtained. Sprinklers must be handled piping is in place to avoid mechanical carefully. They must not be damage, replace any damaged units. Installation Sequence - G-2 with WS-2 transported or stored where ambient Wet pipe systems must be (pendent position only) temperature may exceed 100°F/383C protected from freezing. For best results, store them in a dry, Upon completion of the installation, Step 1. The unit must be installed in cool location in the original shipping the system must be tested per the proper position with the shield package. recognized standards. above the sprinkler's operating Do not install sprinklers that have In the event of a thread leak, elements. been dropped or visibly damaged. remove the unit, apply new pipe joint Step 2. Prior to the installation of the Sprinklers must never be painted, compound or tape to the thread, and sprinkler, turn the shield onto the coated, plated or altered in any other reinstall. sprinkler threads until the shield is way from manufactured condition or within '18"(32 MM) of the base of the they may not function properly. Any Note: Pendent sprinklers must wrench boss and frame arm, sprinklers altered in such manner have the water shield (WS-3) Step 3. Install the sprinkles nno thie must be replaced. installed on the sprinklers 14" branch line fitting. The owner is responsible for the (rsmm) NPT threads BEFORE being Step 4. After the spnnklei has been proper operating condition of all fire installed into the fitting. installed, gently spread the two base protection devices and accessories. sections of the wire cage and slide The NFPA standard 25 entitled, Installation Sequence Guards: the cage around the sprinkler head so "Inspection, Testing and Maintenance the base of the cage is located of Water-Based Fire Protection Step 1. Install the spnnklei into the between the shield and the wrcnch Systems°, contains guidelines and branch line fit4ne boss of the sprinkle, minimum maintenance iequiremeni, Step 2. Alter the spiinklei has been Step 5. Fasten the Two nn::zon' Furthermore the local Authority installed. oently the two lase retaining clips in place a_ r 1e!~;nr. Juf:e;,Pctlon may have sections of the v, f- cane and slide proper vertical rib of The c.:c;o additional ierulations and lne cage around ifle s:ml l~iei head so sure this action results Tn ':ihi 14 1 tc,ulreili( nws for maintenance. the base of the cage is locatec between the clip and the iih It not testing and inspection that must betweelh rho wrench b(jss and the bend the clip slightly and :apex: the obeyed It is advisable to have sprinkler Guarantee: Central Sprinkler Pendent with Guard and Shield. ' systems inspected regularly by a Company will repair and/or replace Order GB or GB-QR sprinkler and qualified inspection service. Length any products found to be defective in separately order the Model WS-3 of time between such inspections can material or workmanship within a Shield (part #1487) and G-3 Guard vary due to accessibility, ambient period of one year from the date of (part #1481). atmosphere, water supply, and site shipment. Please refer to the current activity. Price List for further details of the When placing an order, indicate the Do not attempt to reassemble or warranty full product name. Please specify the otherwise reuse a sprinkler that has quantity, model, style, orifice size, operated. Replace any sprinkler temperature rating, type of finish or exhibiting corrosion or damage, ordering coating, and sprinkler wrench. always use new sprinklers of the same type and temperature rating as Information Availability and Service: Central replacements. sprinklers, valves, accessories, and Because the discharge pattern is other products are available critical to protection of life and Ordering Information: Use this throughout the U.S. and Canada, and property, nothing should be hung or Guide to order GB-QR Multi-Level internationally, through a network of attached to the sprinkler unit that Sprinklers- Central Sprinkler distribution centers. would disrupt the pattern. Such You may write directly to Central obstructions must be removed. In the URright with Shield Onlv: Sprinkler Company, or call (215) 362- event that construction has altered To order GB or GB-OR Multi-Level 0700 for the distributor nearest you. the original configuration, additional upright with shield built on, use these sprinklers should be installed to part numbers: Patents: Patents are pending. maintain the protection level. Sprinkler GB GB-QR Do not attempt to replace sprinklers Finish 155°F 200°F 155°F 21 0 Conversion Table: without first removing the fire 1 inch = 25.400 mm protection system from service Be Brass 2675 2682 2689 2694 1 foot = 0.3048 m certain to secure permission from all Chrome 2677 2684 2690 2695 1 pound = 0.4536 kg Authorities Having Jurisdiction and White 2679 2686 2691 2696 1 foot pound = 1 36 Nm notify all personnel who may be 1 psi = 6.895 kpa affected during system shutdown. A = 0.0689 bar fire watch during maintenance Upright with Shield and Guard: 0.0703 kg/cm periods is a recommended Order GB or GB-QR sprinkler and = U S. gallon = 3.785 m2 precaution. separately order the Model WSG-3 drw Shield and Guard (part #1484). = 3.785 liters To remove the system from service Conversions are approximate mode, first refer to the systorn Pendent with Shield Only. operating guide and valve bulienn Order GB or GB-QR sprinkler and Drain water and relieve pressure in separately order the Model WS-3 the pipes Remove the existing unit Shield (part #1487) and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice WS-3 snmrd for pendent red8nish Part 41487 (pendeni) and temperature rating G-3guerdtnrpendent reahn,sn Part. ;,,1481mz"dz-ni A fire protection system that has VI/SG-3 etva67& guard for upnom,oo to*, Part 1484 been shut off after an activation should be returned to service immediately Inspect the enure system for damage and replace or repair as necessary Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be The Authorty Having Jwtsdiwo:r,.vdl detail minimum re.placement C ~utuiir~aen;s and ieq,~la':«rr - Cenual Sprinkler Company ..,.r.rn 4vcmd9, Lznsacr. I'4 - toygi rv~D al S~. .iI.. ,:IUi E:215)362-0700 PnntC( I Id, i I S A I . "i 5) 3625285 6b-017T Mdiitrl_evol 1 Vol" t and GBmQR GB Iti-L vel r' r Upright or Pendent Glass Bulb Automatic Sprinkler Manufactured by. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ( Product Multi-Level sprinklers that require a guard utilize the WSG-3 water shield [ and guard for the upright and the G-3 Description and WS-3 for the pendent. See Ordering Instructions for details The Central Model GB and GB-OR Operation: The glass bulb capsule Multi-Level Automatic Sprinklers are operating mechanism contains a designed for use in sprinkler systems heat-sensitive liquid that expands having sprinklers at multiple eleva- upon application of heat. Upon tions in the same area They should reaching the rated temperature, the be used in applications where water frangible capsule ruptures, thereby shielding is required, such as storage releasing the orifice seal. The racks or under open grating catwalks. sprinkler then discharges water in a The Model GB is a standard re- predesigned spray pattern to control ® sponse multi-level sprinkler and the the fire. Model GB-OR is a quick response multi-level sprinkler. MultinLeve This shield design protects the Technical Yi glass bulb from retarded operation due to discharge from sprinklers at ®GSiSi Automatic higher elevations which may have operated earlier also shield Sprinkler shield with a guard als so protects the Model GB and GB-OR Multilevel sprinkler from minor mechanical Style: Upright or Pendent darnage The upright version comes complete with the water shield affixed Orifice Size 72" (12 7rnm) to the deflector K Factor 5.6 (ao on mama) The pendent version is supplied with a separate water shield that is Thread Size: NPI Standard Sprinkler Finishes brass, chrome plated threaded on the '~Iz'(t5mm) NPT of the Temperature I 155 F/58'C sprinkler prior to installing the 200 93 C Corrosion-Resistant Sprinkler sprinkler into the fitting. Coatings: white, black The operating mechanism consists Wrench Combination Par! 1106 Upright Pendent of a liquid-filled 3mm bulb (GB-OR) or Approvals U.L . U.L.C , F.M a 5mm (GB) bulb. Length. 2'/a" " (54 mm) 2" (503 mm) Maximum Working Pressure' The Model GB and GB-OR Multi- Width: 2'/2' (ca s mm 2'/z" (ss s mrn; Level sprinklers are intended for 175 psi (12.1 bar) Weight 3 4 oz 2 9 oz. installation in accordance with current Factory Hydro Test 1000o at NF?A S'andards They are available 500 psi (34 5 bar. r96 grnnsJ a cam, III a variety 01 temperature ratings. finishes ..ri c)rinslon resislani roe:uins Th: GB of CB-O.? Nn:hi-Level Automatic Spimklors ate awOahlu with a Guard. The 613 arid GB-QR no. 33.u Figure 1 Figure 2 Multi-Level Upright Multi-Level Upright with Guard Sprinkler Guard with Shield (WSG-3) 3 3/4'(63 5--) ' DD lameter 635mm -1 l Diameter xei'aam'I. ekn ^*ak I I I I III j 2 n/r6 21/8 (683mm) (54 0 mm) 2. r (54 0 min) Figure 3 Figure 4 Multi-Level Pendent Multi-Level Pendent with Guard ~ 21~'163omm) 'r.'I 1635mm _.iP me(el D:a:rClei F.CL - =`II I - Wa(or 51"Md nEDUCIt`c Wain SYAieid Co: I couai uc (Ws (pQ 2 (iO Cr rill'! (42 j6e 1 Spnnklel G,ara 1 - - / I) (G-2) e.. beginning of the sprinkler threads. procedure until a tight fit is obtained. Design Step 3. Fasten the two horizontal Step 6. Turn the water shield S retaining clips in place over the clockwise on the sprinkler thread until Data proper vertical rib of the cage. Make it "bottoms out" against the base of sure this action results in a tight fit the wire cage. GB and GB-QR Multi-Level between the clip and the rib. If not, Caution: Special care must be taken Sprinklers are intended for use with bend the clip slightly and repeat the when installing with a copper system the NFPA Standards, and when procedure until a tight fit is obtained. Sprinklers must be installed only after applicable, F.M. Guidelines the inside of the sprinkler drop and Installation Sequence - WSG-2 associated fittings have been wire n (upright position only) brushed to remove any flux. Installation Step 1. The unit must be installed in and nd in in al extreme cases cases can n impair flux can cause impair the proper position with the shield proper sprinkler operation. above the sprinkler's operating All Central Model GB and GB-QR elements- Multi-Level Sprinklers must be Step 2. Install the sprinkler into the installed according to current NFPA branch line fitting. Standards. Deviations from these Step 3. After the sprinkler has been requirements and standards or any installed, gently spread the two base alteration to the sprinkler itself will sections of the wire cage an slide the void any warranty made by Central cage around the sprinkler head so the Sprinkler Company. In addition, base of the cage is located between installation must also meet local the wrench boss and the beginning of government provisions, codes and the sprinkler threads. standards as applicable. Step 4. Fasten the two horizontal The system piping must be properly retaining clips in place over the Care Q ~R sized to insure the minimum required proper vertical rib of the cage Make *A flow rate at the sprinkler. Check for sure this action results in a tight fit Main L~nan~ the proper model, style, orifice size, between the clip and the rib. If not, and temperature rating prior to bend the clip slightly and repeat the installation. Install sprinklers after the procedure until a tight fit is obtained Sprinklers must be handled piping is in place to avoid mechanical carefully. They must not be damage: replace any damaged units. Installation Sequence - G-2 with WS-2 transported or stored where ambient Wet pipe systems must be (pendent position only) temperature may exceed 1000F1381C protected from freezing. For best results, store them in a dry, Upon completion of the installation, Step 1. The unit must be installed in cool location in the original shipping the system must be tested per the proper position with the shield package recognized standards above the sprinkler's operating Do not install sprinklers that have In the event of a thread leak. elements been dropped or visibly damaged remove the unit, apply new pipe joint Step 2. Prior to the installation of the Sprinklers must never be painted, compound or tape to the thread, and sprinkler, turn the shield onto the coated, plated or altered in any other reinstall sprinkler threads until the shield is way from manufactured condition or within ' e" (szmm of the base of the they may not function properly Any Note: Pendent sprinklers must wrench boss and flame arms sprinklers altered in such manner have the water shield (WS-3) Step 3. Install the sprinkler frig, tr,c; must be replaced installed on the sprinklers 'A" branch line fitting. The owner is responsible for the (15 mm) NPT threads BEFORE being Step 4. After the sprinkler ha been proper operating condition of all fire installed into the fitting. installed, gently spread the two hase protection devices and accessories. sections of the wire cage and slide The NFPA standard 25 entitled, Installation Sequence Guards: the cage around the sprinkler head so "Inspection, Testing and Maintenance the base of the cage is located of Water-Based Fire Protection Step 1. Install the sprinkler into the between the shield and the w,onch Systems", contains guidelines and branch Tine filling boss of the sprinkler minimum maintenance requirements Step 2. After the sprinkler has been Step 5. Fasten the iv,o 1~ 7izen::,: Furthermore. the local Authowv installed gently sp~e,:d the two base retaming clips in plac~ cn- H.,?ving Jwi mcbon may have: sections Of the ~^211s and slide proper vertical no of tl-re t.ge additional rurjulauons and lute cage' arUnnd ;I q;)itnkler head so sure this action resin=.s leglm~ments for maintenance, the base of the cage is located between the clip and the ih l; not testing and inspection ilia: m,irst be beuvoen thu wrench bass and the bend the clip slightly and reu,rat thu obeved It is advisable to have sprinkler Guarantee: Central Sprinkler Pendent with Guard and Shield: systems inspected regularly by a Company will repair and/or replace Order GB or GB-QR sprinkler and qualified inspection service. Length any products found to be defective in separately order the Model WS-3 of time between such inspections can material or workmanship within a Shield (part #1487) and G-3 Guard vary due to accessibility, ambient period of one year from the date of (part #1481). atmosphere, water supply, and site shipment. Please refer to the current activity. Price List for further details of the When placing an order, indicate the Do not attempt to reassemble or warranty. full product name. Please specify the otherwise reuse a sprinkler that has quantity, model, style, orifice size, operated Replace any sprinkler temperature rating, type of finish or exhibiting corrosion or damage; ordering coating, and sprinkler wrench. always use new sprinklers of the Information same type and temperature rating as Availability and Service: Central replacements, sprinklers, valves, accessories, and Because the discharge pattern is other products are available critical to protection of life and Ordering Information: Use this throughout the U.S. and Canada, and property, nothing should be hung or Guide to order GB-OR Multi-Level internationally, through a network of attached to the sprinkler unit that Sprinklers. Central Sprinkler distribution centers, would disrupt the pattern. Such You may write directly to Central obstructions must be removed In the Upright with Shield Only: Sprinkler Company, or call (215) 362- event that construction has altered To order GB or GB-OR Multi-Level 0700 for the distributor nearest you. the original configuration, additional upright with shield built on, use these sprinklers should be installed to part numbers: Patents: Patents are pending. maintain the protection level. Sprinkler GS GB-QR Do not attempt to replace sprinklers Finish 155°F 200°F 155°F 200°F Conversion Table: without first removing the fire 1 inch = 25.400 mm 2675 2682 2689 2694 protection system from service. Be Brass _ 1 foot = 0.3048 m certain to secure permission from all Chrome 26771 2684 -2690 2695 1 pound = 0.4536 kg Authorities Having Jurisdiction. and White 2679 2686 2691 2696 1 foot pound = 1 36 Nm notify all personnel who may be 1 psi = 6.895 kpa affected during system shutdown. A Upright with Shield and Guard: = 0.0689 bar fire watch during maintenance 0.0703 kglcm periods is a recommended Order GB or GB-QR sprinkler and = 1 U S gallon = 3.785 mm precaution. separately order the Model WSG-3 = 3. 5 d liters To remove the system from service Shield and Guard (part #1484). Conversions are approximate mode, first refer to the system operating guide and valve bulletin Pendent with Shield Only. Drain water and relieve pressure in Order GB or GB-QR sprinkler and the pipes. Remove the existing unit separately order the Model WS-3 and install the replacement, using Shield (part # 1487) only the special sprinkler wrench Be certain to match model, style. orifice WS-3 shield for pendent red finish part t7 1 A87 and temperature rating. G-3 awardforpendentredfnish Pat, :;1481rp,,~,n A fire protection system that has WSG-3 sne=ma ouard forupnghrreo P,irt 41484 G...roMl been shut off after an activation should be returned to service immediately Inspect the entue system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need h, The Authority Having Junsdrarm: , ;,,1I 0 _.M Now detail rnrnimuni replacemew iequuements t:mi raalla", Central Sprinkler Company US..^. ;215)362-o38b SU.MMIT rl RE PROTECTION 2 758 CLEVELANO AVENUE ROSEVILLE, MN 55113 PHONE 651-639-8780 FAX 651 -639-8751 SUMMIT FIRE PROTECTION 2788 CLEVELAND AVENUE ROSEVILLE MN 55113 651-639-8780 Sob Name IRON MOUNTAIN Building RACK PHASE #1 Location : 950 APOLLO ROAD. EAGAN. MN System REMOTE #1 Contract 121006 Data File 121006.WX1 Computer Programs by Hydratec Inc. Route Iii Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 2 IRON MOUNTAIN Date Hydraulic Design Information Sheet Name - IRON MOUNTAIN RACKS PHASE #1 Date - 3-16-01 Location - 950 APOLLO ROAD EAGAN. MN Building - RACK PHASE #1 System No. - REMOTE #1 Contractor - SUMMIT FIRE PROTECTION Contract No. - 121006 Calculated By - DALE LINDH Drawing No. - 1/1 & 2/2 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 32' Occupancy - RACK STORAGE OF 27' S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) EX.Haz. Y ( ) NFPA 231 (X) NFPA 231C ( ) Figure Curve S Other EXISTING OVERHEAD SYSTEM PLUG 10 TEN IN RACK HEADS T Specific Ruling Made By Date E M Area of Sprinkler Operation - 10 HDS System Type Sprinkler/Nozzle Density - 30 GPM (X) Wet Make CENTRAL D Area Per Sprinkler - ( ) Dry Model GB-QR MULT E Elevation at Highest Outlet - 18.6 ( ) Deluge size 1/2" 5 Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 1 Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note 1773.27 GPM @ 144.892 AT FIRE PUMP Calculation Flow Required - 2023.27 Press Required - 80.552 AT CITY Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/98 Cap. - T Time of Test - Rated Cap.- 1500 Elev.- E Static Press - 82 @ Press - 80 R Residual Press - 78 Elev. - 2.5 Well Flow - 3087 Proof Flow S Elevation - -3 U P Location - FLOW TEST TAKEN ON SITE P L Source of Information - INFORMATION FOR CITY OF EAGAN Y C Commodity COMMERCIAL RECORD STOR. Class IV Location O Storage Ht. 27' Area ENTIRE Aisle W. 30" M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet (X) Solid Shelf ( ) Non T A (X) Mult. Row ( ) Open Shelf O C R K Flue Spacing Ciearance:5torage to ceiling A Longitudinal Transverse G Computer. Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 3 IRON MOUNTAIN Date City Water Supply: Pump Data: C1-Stazrc Pressure: 82 PSI P2-Pump Rated Pressure: 80 PSI C2-Resi6ual Pressure: 78 PSI P2-Pump Rated Flow: 1500 GPM C2-Re5idual Flow: 3087 GPM PI-Pump Churn Pressure:92 PSI P3-Pump Pressure @ Max Flow:52 PSI City Water Ad]usted to Pump Inlet P3-Pump Max F1ow:2250 GPM for Pf - Elev - Hose Flow City Residual Flow @ 0 PSI = 15797.66 GPM A1-Adjusted Static: 79.58 PSI City Residual Flow @ 20 PSI = 13581.86 GPM A2-Ad] Resid: 74.'783 PSI @ 1500 GPM City Water @ 150% of Pump - 79.77 PSI A3-Adj Resid: 69.637 PSI @ 2250 GPM 300 D1-Elevation: 2.382 PSI 280 D2-System Flow:1773.27 GPM D2-system Pressure:144.892 PSI 260 Hose ( Adj City ):250 GPM Hose ( Demand ):0 GPM P 240 Safety Margin: -0.363 PSI R 220 E 200 180 S 160 2 + P2 D2 U 140 A3 23 R 120 E 100 2 C2 80 60 40 20 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 4 IRON MOUNTAIN Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve x 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H_ USA 03087 SUMMIT FIRE PROTECTION Page 5 IRON MOUNTAIN Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 6 7 10 12 1 1 1 1 1 1 1 1 1 ❑ a,5 17 28 2 7 3 4 5 6 / 8 10 F 1 1 1 2 3 3 3 4 G 1 1 1 2 H 1 3,5 2 2 3 3 3-9 3.5 I 2 3 4 3. 5 6 5.o 8 7 IT 4.5 6 9 0.5 10.6 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 _ 3 4 5 6 6 8 7 7 7 8 9 11 12 13 O 3 3 5 6 8 10 12 15 P 1 1 1 2 2 _ 3 4 10 2.9 35 R 1 1 2 2 S 4 5 5 7 9 11 14 i6 19 22 T 3 4 5 6 8 10 12 15 1 1 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 _ 6.8 W 10.3 6.5 10.2 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 2 2 Z 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 3 9 10 12 19 21 C 1 7 1 1 1 _ 1 1 1 1 D 47 E L 14 18 2_2 21 3S 40 45 50 61 5 7 9 ]1 13 17 19 21 24 28 _ 3 4 5 6 R 10 11 13 H 6.5 6.5 10 1R 20 23 25 30 6. t I 10 13 17 20 23 25 33 36 40 J 71 25 33 41 50 65 78 88 48 130 K 36 55 5 o 9 13 16 16 21 30 34 40 t4 12 16 19 7 ~ zx R 21, 72 45 55 65 76 87 98 109 130 7 25 30 3' 50 60 71 61 91 101 121 U 4.2 5.0 5.0 0 1? li 13.1 31.8 33 _ 16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 6 IRON MOUNTAIN Date Node Elevation K-fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 9.83 61.4 na 3 8.83 61.37 na 5A 6.83 61.16 na 7 8.83 60.63 na 5 8.83 60.29 na i1 6.83 59.84 I- 13 8.83 59.3 na 15 8.83 58.7 na 17 8.83 58.01 na 19 8.83 57.36 na 21 8.83 56.7 ra 23 8.83 56.Oi na 25 8.83 55"42 na 27 8.83 54.74 na 29 8.83 54.06 na 31 8.83 53.3% na E.83 52.67 ~a 35 8.83 51.94 na 37 8.83 51.17 na 39 8.83 50.31 na 41 8.83 49.33 ,a 43 8.83 48.04 na 43A 8.fl3 5.6 36.55 na 33.86 .3 100 7 43B 8.83 5.6 32.38 na 31.87 .3 100 7 100 7 43C 8.83 5.6 31.08 na 3122 43D 8.83 `.6 30.99 n3 31.18 .3 100 7 =3E 8.83 5.6 31.41 na 31.3& 100 1 8.83 61.4 na 3 B.83 61.37 na SA 8.83 61.16 na 8.83 60.91 na 7 8.83 60.63 r.a 9 8.83 66.29 na 11 8.83 59.84 na 13 8.83 59.3 na 75 B.83 58.7 na 17 8.83 58.0- ne 19 8.63 57.36 na 21 8.83 56.7 na 23 8.83 56.01 na 25 8.63 55.42 na 6.83 5;.'7: ra 29 8.43 54.06 na 31 8.93 51.31 na 31 B"8? 52.6' na 8.93 51.95 na S.q3 i_.1 9a 39 B.B3 >0 3_ na 41 8"33 49 33 na 2 8.83 63.8' na 4 8.6.3 63.88 na 6 8.83 64 na A 6.83 64.3, na 8 8.83 62.4 na l0 8.8- 6].37 na 6^.41 na 4.8 5y F- ^a _i 8.6~ 5d. a2 13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 0308? SUMMIT FIRE PROTECTION Page 7 IRON MOUNTAIN Date Node Elevation K-Fact Pt Pn Flow Density Area Press No_ Actual Added Req. Req. 26 8.83 11_.42 na 28 8.83 54.74 na 3U 8.83 54.06 na 32 B-83 `3.39 na 34 8.83 52.73 na 36 6.83 52.09 na 38 8.83 51.5 na 40 8.83 50.98 na 42 8.83 50.55 no 51 18.25 59.45 na 53 18.25 `.9.42 na 55A 18.25 59.2 na 57 18.25 58.66 na 59 18.25 58.32 na 61 18.25 57.87 na 63 18.25 57.34 na 65 18.25 56.75 na 67 18.25 ..6.11 na 69 18.25 55.45 na 71 18.25 54.81 na 73 18.25 5;.14 na "15 16.25 53.5"11 na 77 18.25 52.91 na 79 18.25 52.25 na 87 18.25 51.59 na 83 18.25 50.91 na 85 18.25 50.21 na 87 18.25 49.45 na 89 18.25 48.62 na 91 18.25 47.68 na 93 18.25 46.41 na 93A 18.25 5.6 25.31 na 33.27 .3 100 936 18.25 5.6 31.27 na 31.3_ .3 i00 7 93C 18.25 5.6 30.01 na 30.6E .3 100 7 93D 18.25 5.6 29.93 na 30.i3 .3 100 .1 93s 16.25 5.6 30.32 na 30.54' .3 100 7 5 18.25 59.45 na 53 13.25 59.42 na 556 na 55 18.25 56.94 na 57 18.25 58.66 na 59 18.25 ..8.3_ na 6i 18.25 .7.87 n-- 8.25 5i. 34 na 1 c5 18.25 na v 18.;75 u`- 1H.25 Y., na :3.25 54._4 .a 75 18.25 53.5) na 17 16.25 52.9`, na 79 18.25 52.25 na 61 18.25 51.9. na 43 `0.S' na . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 8 IRON MOUNTAIN Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Added Req. Req. 56B 18.25 62.49 na 58 18.25 60.35 na 60 18.25 54.7 na 62 78.2, 58.39 na 64 18.25 57.54 na 66 18.25 56.86 na 68 18.25 56.15 na 70 18.25 55.4G na 18.25 54.81 na 74 18.25 54.14 ua 76 18.25 53.57 na 78 18.25 52.91 na 80 18.25 52.26 na 82 18.25 51.5 na 84 18.25 50.96 na 86 18.25 50.35 na 86 18.25 49-7q na 90 18.25 49.27 na 92 18.25 48.86 na 56B 18.25 62.49 na A 8.83 64.37 na 8 18.25 65.57 na c 30 123.1 na cxlstnle~ cVF~t+<nD SfSTEV 1 D 6 141.85 na PM Pe 2.5 121.66 143.43 na 145.03 .1 1 193.43 PMPO 2.5 144.89 na PMPI 7.5 73.49 na UND 2.5 75.05 na CITY -3 60.55 na 250 The maximum velocity is 22.81 and it occurs in the pipe between nodes 43 and 43A Computer Programs by Hydratec Inc. Route 111 Windham N_H. USA 03087 SUMMIT FIRE PROTECTION Page 9 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "c^ or Ftng's Pe Pv Notes Point Qt Pt/UL Eqv. Ln. Total P£ Pn 1 14.03 1.38 2T 6.000 126.000 61.401 to 120 12.000 2 14.03 0.0178 138.000 2.451 Vel = 3.009 14.03 63.852 K Factor - 1.76 3 14.21 1.38 2T 6.000 126.000 61.372 to 120 12.000 4 14,21 0.0182 138.000 2.510 Vel = 3.048 14.21 63.882 K Factor = 1.78 5A 15.57 1.38 IT 6.000 126.000 61.160 to 120 6.000 6 15.57 0.0215 132.000 2.843 Vet = 3.340 15.57 64.003 K Factor = 1.95 7 11.59 1.38 2T 6.000 135.250 60.635 to 120 12.000 8 11.59 0.0125 147.250 1.837 Vel = 2.486 11.59 62.472 K Factor = 1.47 9 8.69 1.38 2T 6.000 135.250 60.291 to 120 12.000 10 8.69 0.0073 147.250 1.078 Vel = 1.864 8.69 61.369 K Factor = 1.11 11 6.24 1.38 2T 6.000 135.250 59.837 to 120 ].2 .000 12 6.24 0.0040 147.250 0.584 Vel = 1.338 6.24 60.421 K Factor = 0.80 13 4.24 1.38 2T 6.000 135.250 59.298 to 120 12.000 14 4.24 0.0019 147.250 0.286 Vel = 0.909 4.24 59.584 K Factor = 0.55 15 2.69 1.38 2T 6.000 135.250 58.698 to 120 12.000 16 2.69 0.0008 147.250 0.123 Vel = 0.577 2.69 58.821 K Factor = 0.35 1,7 1.51 1.38 2T 6.000 135.250 58.042 to 120 12.000 18 1.51 0.0003 147.250 0-042 Vel = 0.324 computer Programs by Hydratec Inc. Route 111 wrndham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 10 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1.51 58.084 K Factor = 0.20 19 0.70 1.38 2T 6.000 135.250 57.362 to 120 12.000 20 0.70 0.0001 147.250 0.010 Vel = 0.150 0.70 57.372 K Factor = 0.09 21 0.24 1.38 2T 6.000 135.250 56.702 to 120 12.000 22 0.24 147.250 0.001 Vel = 0.051 0.24 56.703 K Factor = 0.03 23 0.04 1.38 2T 6.000 135.250 56.007 to 120 ]2.000 24 0.04 147.250 Vel = 0.009 0.04 56.007 K Factor = 0.01 25 0.01 1.38 2T 6.000 135.250 55.420 to 120 12.000 26 0.01 147.250 Vet = 0.002 0.01 55.420 K Factor = 27 0.07 1.38 2T 6.000 135.250 54.740 to 120 12.000 28 0.07 147.250 Vel = 0.015 0.07 54.740 K Factor = 0.01 29 0.32 1.38 2T 6.000 135.250 54.059 to 120 12.000 30 0.32 147.250 0.002 Vel = 0.069 0.32 54.061 K Factor = 0.04 31 0.86 1.38 2T 6.000 135.250 53.372 to 120 12.000 32 0.86 0.0001 147.250 0.015 Vel = 0.184 0.86 53.387 K Factor = 0.12 33 1.73 1.38 2T 6.000 135.250 52.672 to 120 12.000 34 1.73 0.0004 147.250 0.054 Vel = 0.371 1.73 52.726 K Factor = 0.24 Computer Programs bV Hydrat°c Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 11 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Ph '1 35 2.98 1.38 2T 6.000 135.250 51.944 to 120 12.000 36 2.98 0.0010 147.250 0.149 Vel = 0.639 2.98 52.093 K Factor = 0.41 37 4.63 1.38 2T 6.000 135.250 51.1.67 to 120 12.000 38 4.63 0.0023 147.250 0.336 Vel = 0.993 4.63 51.503 K Factor = 0.65 39 6.73 1.38 2T 6.000 135.250 50.310 to 120 12.000 40 6.73 0.0046 147.250 0.672 Vel = 1.444 6.73 50.982 K Factor = 0.94 41 9.28 1.38 2T 6.000 135.250 49.332 to 120 12.000 42 9.28 0.0083 147.250 1.217 Vel = 1.991 9.28 50.549 K Factor - 1.31 43 -106.36 1.38 IT 6.000 9.250 48.042 to 120 6.000 43A -106.36 -0.7533 15.250 -11.488 Vol = -22.814 43A 33.86 1.38 11.250 36.554 K Factor = 5.6 to 120 43B -72.50 -0.3708 11.250 -4.171 Vel = -15.551 43B 31.87 1.38 10.250 32.384 K Factor = 5.6 to 120 43C -40.63 -0.1270 10.250 -1.302 Vel = -8.715 43C 31.22 1.38 10.250 31.082 K Factor = 5.6 to 120 43D -9.41 -0.0085 10.250 -0.087 Vol = -2.018 43D 31.18 1.38 10.250 30.995 K Factor = 5.6 to 120 43E 21.77 0.0400 10.250 0.410 Vel = 4.670 43E 31.38 1.38 IT 6.000 84.000 31.405 K Factor = 5.6 to 120 6.000 3.824 44 53.15 0.2087 90.000 18.787 Vel = 11.401 53.15 54.016 K Factor = 7.23 1 -14.03 2.067 11.500 61.401 to 120 3 -14.03 -0.0025 11.500 -0.029 Vel = -1.341 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 12 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt P£/UL Eqv. Ln. Total Pf Pn 1 3 -14.21 2.067 IT 10.000 13.410 61.372 to 120 10.000 5A -28.24 -0.0091 23.410 -0.212 Vet = -2.700 5A -15.56 2.067 IT 10.000 2.330 61.160 to 120 10.000 5 -43.80 -0.0204 12.330 -0.252 Vel = -4.188 5 2.067 13.410 60.908 to 120 7 -43.80 -0.0204 13.410 -0.274 Vet = -4.188 7 -11.60 2.067 10.910 60.635 to 120 9 -55,40 -0.0315 10.910 -0.344 Vel = -5.297 9 -8.69 2.067 11.000 60.291 to 120 11 -64.09 -0.0413 11.000 -0.454 Vel = -6.128 11 -6.23 2.067 11.000 59.837 to 120 13 -70.32 -0.0490 11.000 -0.539 Vel = -6.723 13 -4.25 2.067 11.000 59.298 to 120 15 -74.57 -0.0546 11.000 -0.601 Vel = -7.130 15 -2.68 2.067 11.250 58.698 to 120 17 -77.25 -0.0583 11.250 -0.656 Vel = -7.386 17 -1.51 2.067 11.250 58.042 to 120 19 -78.76 -0.0604 11.250 -0.680 Vel = -7.530 19 -0.71 2.067 10.750 57.362 to 120 21 -79.47 -0.0614 10.750 -0.660 Vel = -7.598 21 -0.24 2.067 11.250 56.702 to 120 23 -79,71 -0.0618 11.250 -0.695 vel = -7.621 23 -0.04 2.067 9.500 56.007 to 120 25 -79.75 -0.0618 9.500 -0.587 Vel -7.625 25 -0.01 2.067 11.000 55.420 to 120 27 -79,76 -0.0618 11.000 -0.680 Vel = -7.626 27 -0.07 2.067 11.000 54.740 to 120 29 -79.83 -0.0619 11.000 -0.681 Vel = -7.633 29 -0.32 2.067 11.000 54.059 to 120 31 -80.15 -0.0624 11.000 -0.686 Vel = -7.663 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 13 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftnq's Pe PV Notes Point Qt Pf/UL EcTV. Ln. Total Pf Ph 31 -0.86 2.067 11.000 53.372 to 120 33 -81.01 -0.0636 11.000 -0.700 Vel = -7.745 33 -1.73 2.067 11.000 52.672 to 120 35 -82.74 -0.0662 11.000 -0.728 Vel = -7.911 35 -2.98 2.067 11.000 51.944 to 120 37 -85.72 -0.0706 11.000 -0.777 Vel = -8.196 37 -4.63 2.067 11.000 51.167 to 120 39 -90.35 -0.0779 11.000 -0.857 Vel = -8.638 39 -6.73 2.067 11.000 50.310 to 120 41 -97.08 -0.0889 11.000 -0.978 Vel = -9.282 41 -9.26 2.067 12.250 49.332 to 120 43 -106.36 -0.1053 12.250 -1.290 Vel = -10.169 -106.36 48.042 K Factor = -15.35 2 14.03 2.067 11.500 63.852 to 120 4 14.03 0.0025 11.500 0.029 Vel = 1.341 4 14.21 2.067 13.410 63.881 to 120 6 28.24 0.0090 13.410 0.121 Vel = 2.700 6 15.56 2.067 IT 10.000 8.000 64.002 to 120 10.000 A 43.80 0.0204 18.000 0.367 Vel = 4.188 A -159.50 2.067 IT 10.000 5.410 64.369 to 120 10.000 8 -115.70 -0.1230 15.410 -1.896 Vel = -11.062 8 11.59 2.067 10.910 62.473 to 120 10 -104.11 -0.1012 10.910 -1.104 Vel = -9.954 10 8.69 2.067 11.000 61.369 to 120 12 -95.42 -0.0862 11.000 -0.948 Vel = -9.123 12 6.24 2.067 11.000 60.421 to 120 14 -89.18 -0.0760 11.000 -0.836 Vet = -8.527 14 4.24 2.067 11.000 59.585 to 120 16 -84.94 -0.0695 11.000 -0.764 Vel. _ -8.121 computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 14 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe PV Notes Point Qt P£/UL Eqv. Ln. Total Pf Pn 16 2.69 2.067 11.250 58.821 to 120 18 -82.25 -0.0654 11.250 -0.736 Vel = -7.864 18 1.51 2.067 11.250 58.084 to 120 20 -80.74 -0.0633 11.250 -0.712 Vel -7.720 20 0.70 2.067 10.750 57.373 to 120 22 -80,04 -0.0622 10.750 -0.669 Vel = -7.653 22 0.24 2.067 11.250 56.704 to 120 24 -79.80 -0.0619 11.250 -0.696 Vet = -7.630 24 0.05 2.067 9.500 56.007 to 120 26 -79.75 -0.0618 9.500 -0.587 Vel = -7.625 26 2.067 11.000 55.420 to 120 28 -79.75 -0.0618 11.000 -0.680 Vel = -7.625 28 0.07 2.067 11.000 54.740 to 120 30 -79.68 -0.0617 11.000 -0.679 Vel = -7.618 30 0.32 2.067 11.000 54.061 to 120 32 -79.36 -0.0613 11.000 -0.674 Vel = -7.588 32 0.86 2.067 11.000 53.387 to 120 34 -78.50 -0.0600 11.000 -0.660 Vel = -7.505 34 1.73 2.067 11.000 52.727 to 120 36 -76.77 -0.0576 11.000 -0.634 Vet = -7.340 36 2.98 2.067 11.000 52.093 to 120 38 -73.79 -0.0535 11.000 -0.589 Vet = -7.055 38 4.64 2.067 11.000 51.504 to 120 40 -69.15 -0.0475 11.000 -0.522 Vel = -6.612 40 6.72 2.067 11.000 50.982 to 120 42 -62.43 -0.0393 11.000 -0.932 Vel = -5.969 42 9.28 2.067 12.250 50.549 to 120 3.824 44 -53.15 -0.0291 12.250 -0.357 Vel = -5.082 -53.15 54.OL6 K Factor = -7.23 computer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 15 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eav. Ln. Total Pf Ph 51 14.22 1.38 2T 6.000 126.000 59.445 to 120 12.000 52 14.22 0.0182 138.000 2.513 Vet = 3.050 74.22 61.958 K Factor = 1.81 53 14.40 1.38 2T 6.000 126.000 59.416 to 120 12.000 54 14.40 0.0186 138.000 2.572 Vel = 3.089 14.40 61.988 K Factor = 1.83 55A 15.78 1.38 IT 6.000 126.000 59.198 to 120 6.000 56 15.78 0.0221 132.000 2.914 Vel = 3.385 15.78 62.112 K Factor = 2.00 57 11.06 1.38 2T 6.000 135.250 58.660 to 120 12.000 58 11.06 0.0114 147.250 1.684 Vel = 2.372 11.06 60.344 K Factor = 1.42 59 8.26 1.38 2T 6.000 135.250 58.315 to 120 12.000 60 8.26 0.0067 147.250 0.982 Vet = 1.772 8.26 59.297 K Factor = 1.07 61 5.90 1.38 2T 6.000 135.250 57.866 to 120 12.000 62 5.90 0.0036 147.250 0.527 Vel = 1.266 5.90 58.393 K Factor = 0.77 63 3.99 1.38 2T 6.000 135.250 57.337 to 120 12.000 64 3.99 0.0017 147.250 0.255 Vel = 0.856 3.99 57.592 K Factor = 0.53 65 2.50 1.38 2T 6.000 135.250 56.750 to 120 12.000 66 2.50 0.0007 147.250 0.108 Vel = 0.536 2.50 56.858 K Factor = 0.33 67 1.38 1.38 2T 6.000 135.250 56.112 to 120 12.000 68 1.38 0.0002 147.250 0.036 Ve7 = 0.296 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 0308'1 SUMMIT FIRE PROTECTION Page 16 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes **xxxx Point Qk Pf/UL Eqv. Ln. Total Pf Ph 1.38 56.148 K Factor = 0.16 69 0.63 1.38 2T 6.000 135.250 55.453 to 120 12.000 70 0.63 0.0001 147.250 0.008 Vel = 0.135 0-63 55.461 K Factor = 0.08 71 0.21 1.38 2T 6.000 135.250 54.813 to 120 12.000 72 0.21 147.250 0.001 Vel = 0.045 0.21 54.814 K Factor = 0.03 73 0.03 1.38 2T 6.000 135.250 54.140 to 120 12.000 74 0.03 147.250 Vel - 0.006 0.03 54.140 K Factor = 75 0.01 1.38 2T 6.000 135.250 53.571 to 120 12.000 76 0.01 147.250 Vel = 0.002 0.01 53.571 K Factor = 77 0.07 1.38 2T 6.000 135.250 52.913 to 120 12.000 78 0.07 147.250 Vol = 0.015 0.07 52.913 K Factor = 0.01 79 0.32 1.38 2T 6.000 135.250 52.253 to 120 12.000 80 0.32 147.250 0.002 Vel = 0.069 0.32 52.255 K Factor = 0.04 81 0.84 1.38 2T 6.000 135.250 51.589 to 120 12.000 82 0.84 0.0001 147.250 0.014 Vel = 0.180 0.84 51.603 K Factor - 0.12 83 1.70 1.38 2T 6.000 135.250 50.911 to 120 12.000 84 1.70 0.0004 147.250 0.053 Vel = 0.365 1.70 50.964 K Factor = 0.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 17 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 85 2.93 1.38 2T 6.000 135.250 50.206 to 120 12.000 86 2.93 0.0010 147.250 0.144 Vel 0.628 2.93 50.350 K Factor = 0.41 87 4.55 1.38 2T 6.000 135.250 49.454 to 120 12.000 88 4.55 0.0022 147.250 0.326 Vet = 0.976 4.55 49.780 K Factor = 0.64 89 6.61 1.38 2T 6.000 135.250 48.625 to 120 12.000 90 6.61 0.0044 147.250 0.650 Vel = 1.418 6.61 49.275 K Factor = 0.94 91 9.12 1.38 2T 6.000 135.250 47.677 to 120 12.000 92 9.12 0.0080 147.250 1.179 Vel = 1.956 9.12 48.856 K Factor = 1.30 93 -104.51 1.38 IT 6.000 9.250 46.428 to 120 6.000 93A -104.51 -0.7292 15.250 -11.121 Vel = -22.418 93A 33.27 1.38 11.250 35.307 K Factor = 5.6 to 120 93B -71.24 -0.3589 11.250 -4.038 Vel = -15.281 93B 31.32 1.38 10.250 31.269 K Factor = 5.6 to 120 93C -39.92 -0.1229 10.250 -1.260 Vol = -8.563 93C 30.67 1.38 10.250 30.009 K Factor = 5.6 to 120 93D -9,25 -0.0082 10.250 -0.084 Vel = -1.984 93D 30.64 1.38 10.250 29.925 K Factor = 5.6 to 120 93E 21.39 0.0387 10.250 0.397 Vol = 4.588 93E 30.84 1.38 1T 6.000 84.000 30.322 K Factor = 5.6 to 120 6.000 7.904 94 52,23 0.2021 90.000 18.190 Vel = 11.203 52.23 56.416 K Factor = 6.95 51 -14.22 2.067 11.500 59.445 to 120 52 -14.22 -0.0025 11.500 -0.029 Vet = -1.360 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT EIRE PROTECTION Page 18 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 53 -14.41 2.067 IT 10.000 13.410 59.416 to 120 10.000 55A -28.63 -0.0093 23.410 -0.218 Vel = -2.737 55A -15.78 2.067 IT 10.000 2.330 59.198 to 120 10.000 55 -44.41 -0.0209 12.330 -0.258 Vel = -4.246 55 2.067 13.410 58.940 to 120 57 -44.41 -0.0210 13.410 -0.281 Vel = -4.246 57 -11.07 2.067 10.910 58.660 to 120 59 -55.48 -0.0316 10.910 -0.345 Vel = -5.305 59 -8.25 2.067 11.000 58.315 to 120 61 -63.73 -0.0408 11.000 -0.449 Vel = -6.093 61 -5.90 2.067 11.000 57.866 to 120 63 -69.63 -0.0481 11.000 -0.529 Vel = -6.657 63 -3.99 2.067 11.000 57.337 to 120 65 -73.62 -0.0534 11.000 -0.587 Vel = -7.039 65 -2.50 2.067 11.250 56.750 to 120 67 -76.12 -0.0567 11.250 -0.638 vel = -7.278 67 -1.38 2.067 11.250 56.112 to 120 69 -77.50 -0.0587 11.250 -0.660 vel = -7.410 69 -0.63 2.067 10.750 55.453 to 120 71 -78.13 -0.0595 10.750 -0.640 Vel = -7.470 71 -0.21 2.067 11.250 54.813 to 120 73 -78.34 -0.0598 11.250 -0.673 Vel = -7.490 73 -0.03 2.067 9.500 54.140 to 120 75 -78.37 -0.0599 9.500 -0.569 Vel = -7.493 75 2.067 11.000 53.571 to 120 77 -78.37 -0.0598 11.000 -0.658 Vel = -7.493 77 -0.07 2.067 11.000 52.913 to 120 79 -78.44 -0.0600 11.000 -0.660 Vel _ -7.500 75 -0.32 2.067 11.000 52.253 to 120 81 -78.76 -0.0605 11.000 -0.rcS Vel = -7.530 Computer Programs by Hydratec Inc. Route 111 Wiranam N.H. USA 03087 SUMMIT FIRE PROTECTION Page 19 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total P£ Pn 81 -0.•.84 2.067 11.000 51.589 to 120 83 -79,60 -0.0616 11.000 -0.678 Vel = -7.611 83 -1.70 2.067 11.000 50.911 to 120 85 -61.30 -0.0641 11.000 -0.705 Vet = -7.773 85 -2.93 2.067 11.000 50.206 to 120 87 -84.23 -0.0664 11.000 -0.752 Vel = -8.053 87 -4.55 2.067 11.000 49.454 to 120 89 -88.78 -0.0754 11.000 -0.829 Vet = -8.488 89 -6.61 2.067 11.000 48.625 to 120 91 -95.39 -0.0861 11.000 -0.947 Vet = -9.120 91 -9.12 2.067 12.250 47.677 to 120 93 -104.51 -0.1020 12.250 -1.249 Vel = -9.992 -104.51 46.428 K Factor = -15.34 52 14.22 2.067 11.500 61.960 to 120 54 14.22 0.0025 11.500 0.029 Vel = 1.360 54 14.41 2.067 13.410 61.989 to 120 56 28.63 0.0093 13.410 0.125 Vel = 2.737 56 15.78 2.067 IT 10.000 8.000 62.114 to 120 10.000 56B 44.41 0.0209 18.000 0.377 Vol = 4.246 56B -156.74 2.067 IT 10.000 8.410 62.490 to 120 10.000 58 -112.33 -0.1165 18.410 -2.145 Vel = -10.740 58 11.07 2.067 10.910 60.345 to 120 60 -101.26 -0.0562 10.910 -1.049 Vet = -9.682 60 8.26 2.067 11.000 59.296 to 120 62 -93.00 -0.0822 11.000 -0.904 Vet = -8.892 62 5.90 2.067 11.000 58.393 to 120 64 -87.10 -0.0728 11.000 -0.801 Vet = -8.328 64 3.98 2.067 11.000 57.592 to 120 66 -83.12 -0.0667 11.000 -0.734 Vel = -7.947 Computer Programs bV Hydratec Inc_ Route 111 Windham N.H. USA, 03087 SUMMIT FIRE PROTECTION Page 20 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Egv. Ln. Total Pf Pn 66 2.50 2.067 11.250 56.858 to 120 68 -80.62 -0.0631 11.250 -0.710 Vel = -7.708 68 1.38 2.067 11.250 56.148 to 120 70 -79.24 -0.0611 11.250 -0.687 Vel = -7.576 70 0.63 2.067 10.750 55.461 to 120 72 -78.61 -0.0602 10.750 -0.647 Vet = -7.516 72 0.21 2.067 11.250 54.814 to 120 74 -78.40 -0.0599 11.250 -0.674 Vel = -7.496 74 0.03 2.067 9.500 54.140 to 120 76 -78.37 -0.0599 9.500 -0.569 Vel = -7.493 76 0.01 2.067 11.000 53.571 to 120 78 -78.36 -0.0598 11.000 -0.658 Vel = -7.492 78 0.06 2.067 11.000 52.913 to 120 80 -78.30 -0.0597 11.000 -0.657 Vel = -7.486 80 0.32 2.067 11.000 52.256 to 120 82 -77.98 -0.0593 11.000 -0.652 Vel = -7.456 82 0.84 2.067 11.000 51.603 to 120 84 -77.14 -0.0581 11.000 -0.639 Vol = -7.375 84 1.71 2.067 11.000 50.964 to 120 86 -75.43 -0.0557 11.000 -0.613 Vet = -7.212 86 2.92 2.067 11.000 50.350 to 120 88 -72.51 -0.0518 11.000 -0.570 Vel = -6.933 88 4.56 2.067 11.000 49.780 to 120 90 -67.95 -0.0460 11.000 -0.506 Vel = -6.497 90 6.61 2.061 11.000 49.274 to 120 92 -61.34 -0.0380 11.000 -0.418 Vel = -5.865 92 9.11 2.067 12.250 48.856 to 120 7.904 94 -52.23 -0.0282 12.250 -0.346 Vel = -4.994 -52.23 56.414 K Factor = -6.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 21 IRON MOUNTAIN Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 56B 156.74 2.067 IT 10.000 4.250 62.490 to 120 10.000 B 156.74 0.2158 14.250 3.075 Vel = 14.986 156.74 65.565 K Factor = 19.36 A 159.51 2.067 IT 10.000 13.670 64.369 to 120 10.000 -4.080 B 159.51 0.2229 23.670 5.276 Vel = 15.251 B 156.73 2.703 3E 9.325 264.520 65.565 to 120 27.976 -5.089 C 316.24 0.2141 292.496 62.620 Vel = 17.681 C 3.26 3E 9.408 35.410 123.098 to 120 1B 13.440 61.822 10.394 D 316,24 0.0860 IT 20.159 97.232 8.358 Vel = 12.155 D 8.249 lE 20.018 9.000 141.851 to 120 IT 38.923 58.941 1.516 PMPB 316.24 0.0009 67.941 0.064 Vol = 1.898 C-XIS. 4 L'V EFa-F r~+.fl 5 t PMPB 1457.03 8.249 1B 13.345 1.000 143.430 K Factor = 121.66 to 120 1S 50.044 63.389 PMPO 1773.27 0.0227 64.389 1.462 Vel = 10.645 1773.27 144.892 K Factor = 147.32 Pressure @ Pump outlet 144.892 Pressure From Pump Curve -71.404 Pressure @ Pump Inlet 73.488 PMPI 8.249 1G 4.448 3.000 73.488 to 120 1K 61.165 65.613 UND 1773.27 0.0227 68.613 1.557 Vel 10.645 UND 8.27 1G 5.990 100.000 75.045 to 140 IT 52.413 85.358 2.382 CITY 1773.27 0.0169 1E 26.955 185.358 3.125 Vet = 10.591 250.00 Qa = 250.00 2023.27 80.552 K Factor = 225.43 Computer Programs by Hydratec Inc. Route ]11 Windham N.H. USA 02087 SUMMIT FIRE PROTECTION Page 22 IRON MOUNTAIN Date Auto Peaking Summary List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 43E 44 84.000 43 43A 9.250 93E 94 84.000 93 93A 9.250 Flow Pressure Pressure Required Required Differential LEFT 10.000 I 2019.01 80.360 -0.192 AREA CALCULATED I 2023.27 80.552 0.000 Typical Distance Between Heads = 10.000 Split Point Used in Area Calculated = PMPB Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 0308? J--~ -a- b t _ I ° P"eOMMERCIAL 2002 BUILDING PERMIT APPLICATION CITY OF EAGAN aO 651-681-4675 Mfi: (4,90 Foundation Only New Construction Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always- • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Farm (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established - if applicable • Project Specs (1) l • Energy Calculations (1) " l l • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 1 • Fire Protection Plan (1) 1 y • Soils Report (1) l • MC/ES SAC determination letter • MGES SAC determination letter MC/ES SAC determination letter call 651-602-1000 call 651-602-1000 call 651-602-1000 Contact Building Inspections for sample Food & beverage or lodging facilities - submit plan to MN Department of Health. Call 651-215-0700 for details. r~ DATE: 2- WORK TYPE: - NEW _ REMODEL CONSTRUCTION COST: S. 99 SITE ADDRESS: S S TENANT NAME: MI) 0 t2 )~n SUITE FORMER TENANT NAME, IF APPLICABLE: 1 ) DESCRIPTION OF WORK t►I'l~iii no f 12o k QTvYCro e ( PAC4 e / Name: ) ke, V[37i"I 7 Phone /Z '7759 'cypfJ - PROPERTY Last First OWNER Street Address: ~"i jpt ~ 12, City: ST• Zou r .S . r~ar r'ir: State: A4 /L) Zip: S6 Company: 'kQ _;;;C . Phone#: (gOrJ )2-R?--0'0q-7 r..1,7 411 CONTRACTOR / Street Address: 2 (2 aaclocfi c I'VE f- ~j City: 4 A-h r ~ i?,e o, P. l1 State: fi Zip: / 2 6 ARCHITECT/ ENGINEER Company: Phone#: 8145-1q4 ) Name: a7 Registration Z~S~ 2 Street Address: n ` 575LG7 l._. r I I 7 City: Gna n 0 State: I i 'Zip: n n 1. 5 Li Licensed plumber installing new sewer/water service: Phone# ~u ) I hereby acknowledge that 1 have read this application, state that the information is corre , and gre -Com State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: Updated 1102 OFFICE USE ONLY SUBTYPE ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Bldg. ❑ 14 Apartments 27 Commercial/Industrial ❑ 32 Ext Alt - Apts. ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt - Comm. ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt - PF ❑ 37 Nail Salon WORK TYPE ❑ 31 New 35 Tenant Impr ❑ 42 Demolish (Foundation) ❑ 46 Windows/Doors ❑ 32 Addition ❑ 36 Move Bldg ❑ 43 Remof ❑ 47 Repair ❑ 33 Alterations ❑ 37 Demolish (Bldg) ❑ 44 Siding ❑ 48 Authorization ❑ 34 Replacement ❑ 38 Demolish (Int) ❑ 45 Fire Repair GENERAL INFORMATION Census Code 45-L_ Zoning Z ' sq. ft. SAC Code yj v # of Stories sq. ft. No. of Units Length sq. ft. No. of Bldgs. Width sq. ft. Const. (Actual) =-P Basement sq. ft. MC/ES System (Allowable) 31, • t( First Floor sq. ft. City Water UBC Occupancy S-1 sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ❑ Gas Service Test ❑ Heating ❑ Insulation ❑ Plumbing ❑ Stucco/Stone APPROVALS Planning Building Engineering Variance ` VALUATION $ Zr/°T 86a ap Permit Fee 1. c1 `k C7 - I Surcharge Plan Review t fo 1 l MC/ES SAC % SAC City SAC SAC Units _ Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total 3,335. 1j Lc, -1- 2- a ll o Ck 1 c~patlo C3~st (PV)C COMMERCIAL BUILDING Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 3 CS 3 rl 1 c C.s Ll - ! (m -0-3 Foundation Only New Building Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always*' • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Project Specs (1) 1 • Energy Calculations (1) 1 • Electric Power & Lighting Form (1) 1 1 • Master Exit Plan (1) 1 1 • Emergency Response Site Plan (1) 1 1 • Soils Report (1) 1 • SAC determination - call 651-602-1000 • SAC determination - call 651-602-1000 SAC determination -call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required when it states "not always". Permit for new building or addition will not be processed without Emergency Response Site Plan. Date / Z Construction Cost Z 20 Site Address S~) / r/lJ SZ Unit/Ste # Tenant Name Former Tenant Name AdAt_ Description of Work i hbhO / 57~jYGt ~ Ph,056 " 3 J Property Owner h G 2 f , 4 Telephone # ( ) Contractor el- ` n Address .53 bZ ~ _/~Ji~iic 7~iU ~i va IBy --i HNn ~i YU co e, State r Zip 2 Telephone # ( J&b) 28 Z-&L O X4.4 Z I I -1 I Lf 5 -1 -;4- - °r Arch/Engr SI%I ~r/L1Il C ~/VL Registration # 2-!f SD_3 Address b I f Fin f~iG i-t~~ City PC/77C/170 State G /7 Zip 917 h8 Telephone # (9M) 9&7 - [ZGJ sg Licensed plumber installing new sewertwater service: Phone I hereby apply for a Commercial Building 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 the State of MN Statutes; 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 Applicant's Signature OFFICE USE ONLY Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Bldg. 0 14 Apartments K 27 Commercial/Industrial C 32 Ext Alt - Apts. 7 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt - Comm. ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt - PF ❑ 37 Nail Salon Work Types ❑ 31 New k~35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding 32 Addition 11 36 Move Bldg. [I 42 Demolish (Foundation) El 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)" ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant ov Valuation ,?70, 31y Occupancy MC/ES System r Census Code Zoning Z I City Water ves SAC Units Stories l Booster Pump Nbr. of Units Sq. Ft. - PRV Nbr. of Bidgs Length Fire Sprinklered e S Type of Const 1 /lJ_ Width REQUIRED INSPECTIONS - Footings (new bldg) _ Final/C.O. - Footings (deck) Final/No C.O. - Footings (addition) _ Plumbing Foundation _ HVAC Drain Tile Other oof - Ice & Water _ Final - Pool _ Figs _ Air/Gas Tests _ Final Framing _ Siding _ Stucco _ Stone Fireplace - R.I. -Air Test -Final - Windows (new/replacement) Insulation _ Retaining Wall Approved By (2 c*- , Building Inspector Base Fee ~j S , 3S Surcharge l 3 S, SQ Plan Review 1 $ , 30 MC/ES SAC City SAC Water Supply & Storage Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total 3 3~- s Q3 FIRE SUPPRESSION SYSTEMS Permit Application City Of Eagan 5q a ~t 3830 Pilot Knob Road, Eagan Mn 55122 j Telephone # 651-675-5675 FAX # 651-675-5674 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date - Site Address: 9Sd 1;f-Re L -O P-P Tenant / Building Name: 7- /aO J1! /JJe2U iv f//N The Applicant is: Owner DC, Contractor Other PROPERTY OWNER _71001V 07-/ Address: Q715.7/ E/ > City: 8 C CXJ/91!/liG PV.-'V State: A!W • Zip: 55-4 31 CONTRACTOR 57U /?117117- 15-/.2~Pi O; MN License No. GO 7S~ Address: 7,501 -~P-RO L, L-0 GaU/a,7' City: L! /V6 State: 177 /y, Zip: SSOI~- Phone (S/ -ZS11"0 ESTIMATED COMPLETION DATE: 6- / 30 / 03 FIRE PERMIT TYPE: _ Sprinkler System of heads Fire Pump _ Standpipe Other: f n r WORK TYPE: ➢C New _ Addition _ Alterations ~R node u = i Other: i DESCRIPTION OF WORK: X Commercial Residential Educational Other: N~ w 2~c~ srs~1-r~ PLEASE COMPLETE REVERSE SIDE PERMIT FEE: Contract Value $ 7/4oo, vo x .01% 7/4-00 Permit Fee • If Permit Fee is $1,000 or less, add $.50 $ +So State Surcharge If Permit Fee is over $1,000, add $30 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $156.00 $ N / e TOTAL FEE: $50.50 Minimum Fee (includes State Surcharge) $ 7/4. 5V 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 accordance with the approved plan in the case of work which requires a review and approval of plans. ~'-h~~2t-CS D~iI~SToN Applicant's Printed Name Applicant's Signature _ g ~3 Date DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS / Hydrostatic Flow Alarm Drain Test ~OVgn n Trip Pump Test Central Station Final Conditions of Issuance: Permit Approved ` Date: 5 / !O / ~J r L LC BUILDING t 1 S~ O.d lZt LC Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Foundation Only New Building Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always- • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always" • Meter size must be established . Meter size must be established • Meter size must be established-if applicable l • Project Specs (1) 1 • Energy Calculations (1) d • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 l • Emergency Response Site Plan (1) 1 • Soils Report (1) 1 • SAC determination - call 651-602-1000 • SAC determination -call 651-602-1000 SAC determination -call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food At beverage or lodging facilities. Contact Building Inspections for sample and if required when it states "not always". Permit for new building or addition will not be processed without Emergency Response Site Plan. l l ZOO Construction Cost 4 )1}1 (op I Date Site Address 0SQ) A,po 11 n P_0,1fJ any ml -l, SSl 2-7- Unit/Ste # Tenant Name .-Crnnj iVlnun~ct ync, Former Tenant Name tiIA Description of Work S'~Cr e f hgSe_ - 4) Property Owner f,-ne Telephone # ( ) 1 CC / Contractor h ,r/o~ L r Address s3 Z V,a~jgrT1-L (/•-%t^~ CiTy 14r1,.,-AnQ -14n QtRGx, State (r P Zip 92-6119 Telephone # ($d0) 282-8UN`] &4 zil Arch/Engr Sr' 1.41" I L rr T/VG Registration # ZNS03 Address 1h 1 fi^r A, Q4,-CG f- City_~!)M011A State r.4 _ Zip 01176$ Telephone#(qpj) $65-(J9-1.Y9 Licensed plumber installing new sewerlwater service: Phone ( I hereby apply for a Commercial Building 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 the State of MN Statutes; 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. McHAG_r! SHAM 2r o,~ _ Applicants Printed Name Appli~ ignature OFFICE USE ONLY Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Bldg. ❑ 14 Apartments X 27 Commercial/Industrial ❑ 32 Ext Alt - Apts. ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt - Comm. ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt - PF ❑ 37 Nail Salon Work Types ❑ 31 New )2f 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)' ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement *Demolition (Entire Bldg only) _ Give PCA handout to applicant ` Valuation S 000 Occupancy 55 • 11 MC/ES System Census Code d-t Zoning 'f%~1, 1 City Water SAC Units (7 - Stories I Booster Pump Nbr. of Units d Sq. Ft. PRV Nbr. of Bldgs 1 Length Fire Sprinklered Type of Const _Z[ • 6 Width REQUIRED (INSPECTIONS Footings (new bldg) Final/C.O. - Footings (deck) _ Final/No C.O. Footings (addition) _ Plumbing Foundation _ IIVAC - Drain Tile Other 5Pte/ A.1 rX L f,- Roof _ Ice & Water _ Final _ Pool _ Figs _ Air/Gas Tests _ Final Framing _ Siding _ Stucco _ Stone Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) Insulation _ Retaining Wall Approved By , Building Inspector - 5 Base Fee Tl S l . 7 Surcharge -)-G C Plan Review 1 ` 1 4 . 5 MC/ES SAC City SAC Water Supply & Storage Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ' 4 " 1 C ~ city of eogan PAT GEAGAN January 13, 2004 Mayor MR BRIAN R SMITH PEGGY CARLSON DUKE CONSTRUCTION CYNDEE FIELDS 1600 UTICA AVE S #250 MINNEAPOLIS MN 55416 MIKE MAGUIRE MEG TILLEY RE: 950 APOLLO ROAD Council Members Dear Mr. Smith: THOMAS HEDGES We have received your request to use the International Building Code (IBC) Section 104.11 for alternative materials, design and methods for the facility at 950 Apollo Road. We recognize that City Administrator the change reflected in Section 2306, Footnote J of the 2003 International Fire Code (IFC), has evolved with very compelling evidence for the modification. Jon Nisja, MN State Fire Marshal's Office, indicates that he is unaware of any proposals to modify this footnote in any state amendments. Municipal Center. 3830 Pilot Knob Road Based on the information we have received, we accept your proposal for this building. Eagan, MN 55122.1897 Sincerely, Phone: 651.675,5000 Fax: 651.675.5012 TDD: 651.454.8535 Dale Schoeppner Chief Building Official Maintenance Fadlity. D.S/js 3501 Coachman Point cc: Dale Wegleitner, Fire Marshal Eagan, MN 55122 Chris Grubb, Fire Inspector Phone: 651.675.5300 Building Inspectors Fax: 651.675.5360 TDD: 651.454.8535 w xityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community FIRE SUPPRESSION SYSTEMS Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122' Telephone 4 651-675-5675 FAX # 651-675-5694 Requirements. 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date / Z / D 4- Site Address: ?5-0 'f pou'o gp r Tenant / Building Name: ,T /ZON /7/C711A17,4tN The Applicant is: Owner Contractor Other PROPERTY OWNER ,X' ROILI 1,Ve2V1V7A11" Address: 331 5wle-T 2 p City: A0P1501V State: 144 Zip: ~G9ld/ CONTRACTOR MN License No. C- 0 _75 Address: 7 301 hllF'U'-L~o C-C)00T City: Ll WU ~Cf d~ 5 State: /19 /i✓ - Zip: 5-'5-0 l y Phone 6 -57 - 2 ~l leeO ESTIMATED COMPLETION DATE: / l 30 / U -t- FIRE PERMIT TYPE: Sprinkler System of heads 783) Fire Pump _ Standpipe Other: 51 WORK TYPE:/, New Addition Alterations IRer~_odel Other: JAN U 6 2004 3'J DESCRIPTION OF WORK: Commercial Residential - Educational 5L Other: / A/ /zR-C-K v P dLl~c7 /~t/ASC PLEASE COMPLETE REVERSE SIDE PERMIT FEE: Contract Value $ 77a-+00-00 x .01% _ $ 774.00 Permit Fee • If Permit Fee is $1,000 or less, add $.50 $ • S~ State Surcharge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $156.00 $ TOTAL FEE: $50.50 Minimum Fee (includes State Surcharge) $ -774-s-0 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 accordance with the approved plan in the case of work which requires a review and approval of plans. CHeI2 L- -5 021157-7Jw Applicant's Printed Name Applicant's Signature /-Z-O-1{- Date DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Approve Date: / C / ©C7 L 6+ C-) 1() CL ( ~ p~M C A Cnn ~'3 O-""' " 04 COMER IAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 O Telephone # 651-675-5675 FAX # 651-675-5694 c_.L-._CQ cl- 1S -oy Foundation • • . Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always- • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established-if applicable l • Project Specs (1) l • Energy Calculations (1) l • Electric Power & Lighting Form (1) " d d • Master Exit Plan (1) 1 1 • Emergency Response Site Plan (1) l • Soils Report (1) 1 • SAC determination -call 651-602-1000 • SAC determination - call 651.602-1000 SAC determination -call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required when it states "not always". Permit for new building or addition will not be processed without Emergency Response Site Plan. ao Date _/,!g Construction Cost Site Address 9Sd Ape i P49D Unit/Ste # Tenant Name x-AWi0 /YOC ,cJ Former Tenant Name 66PA.s7tU67- w4uS 70 eke-U5.SE A Z-3' X ZZ' AAC--A /o' 0-rXT t Description of Work 7y2/o 0 PGSG59 (,J76=1J. AkOP G 761-Ut.;, ~u5d/L4~3o tl 9 (/G I- lC15~ W44eH6"E 446* t4-S AWL= ON Property Owner ~U jej /j 7 L/ ~~7t2P Telephone # (qv,) 5-113 Contractor Address (per OJCFb40 St- City 57- IOCZN Az . State /L1 T~ zip Telephone # (qc,;;Z) 4t S- q Arch/Engr istration # Address 6 2 City State hone # ( ) Licensed plumber installing new sewertwater service: Phone I hereby apply for a Commercial Building 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 the State of MN Statutes; 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 Applicant's Signature c OFFICE USE ONLY Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building ❑ 14 Apartments X27 Commercial/Industrial ❑ 32 Ext Alt Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types / ❑ 31 New Er 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)" ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement "Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation 1 X00 Occupancy MCES System Census Code -LE-3-7- Zoning - 0^7 c • City Water SAC Units Stories ( Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered - Type of Const ~F! Width Required Inspections Foot,Igg (nev4bl~ Insulation Foo gs (de~kI t^ Final/C.O. Footings (addition) Final/No C.O. _ Foundation _ Other _ Drain Tile Roof _ Ice Pr _ Decking _ Insul _ Final - Pool _ Ftgs _ Air/Gas Tests _ Final ✓Franing _ Siding _ Stucco _ Stone - Fireplace _ R.I. _ Air Test _ Final Windows Approved By: Planning YYI L. Building Inspector - - - - Base Fee 9-~~ a t Surcharges I o •o Plan Review MCES SAC City SAC Water Supply & Storage (WAC) SAN Permit SM Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total X70 T5 C) CA 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 (_Gy pRQ~ i I~ Telephone # 651-675-5675 FAX # 651-675-5694 FRXe/IS. d+v --L Foundation Only NewBuilding Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) • Master Exit Plan (1) • Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Project Specs (1) 1 • Energy Calculations (1) 1 • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 1 • Emergency Response Site Plan (1) 4 • Soils Report (1) 1 • SAC determination -call 651-602-1000 • SAC determination - call 651.602.1000 • SAC determination -call 651-602-1000 • Fire Stopping Submittals Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required Permit for new building or addition will not be processed without Emergency Response Site Plan. Date _ 112- /7,00-S, Construction Cost 37 Z It r Site Address q~Gm 4,00 p ~ " NA/ =/LL Unit/Ste # Tenant Name ~n/tltyr~ ~vr ~f c Former Tenant Name Description of Work .SA',,a 1 /he,-W - Z Property Owner colt 12, e a Ji, v~~Jf/7atn~ Telephone # ( ) Contractor e,16^4 Address3 L Yr'= Glzrr. ~'c., ~r. t t City l7r+~7~'~ypr/r' z eG S State Zip ~ILG y~y Telephone #(441) Zd e'dH 21 1 Arch/Engr S'p /Q~Lf//~ Registration # 7~3-U 3 Address Allot n A.-C S7`~c f City y/uj arrcl State 0/¢ Zip Telephone # (9Qy~ ~b rf ('J ~j Licensed plumber installing new sewer/water service: Phone I hereby apply for a Commercial Building 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 the State of MN Statutes; 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 w ich requires a review and approval of plans. r 6 Printed Name Applicant's Signaty e OFFICE USE ONLY Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building ❑ 14 Apartments ,•B' 27 Commercial/Industrial ❑ 32 Ext Alt-Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types ❑ 31 New ,8'35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)' ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant u°. Valuation ,373, Occupancy 5 • 1 MCES System ✓ Census Code 437 Zoning City Water SAC Units Stories Booster Pump Nbr. of Units ° Sq. Ft. PRV Nbr. of Bldgs + Length Fire Sprinklered Type of Const -IT' r3 Width Required Inspections Footings (new bldg) _ Insulation - Footings (deck) ✓ Final/C.O. Footings (addition) - Final/No C.O. _ Foundation _ Other _ Drain Tile Roof _ Ice Pr _ Decking _ Insul _ Final _ Pool _ Ftgs _ Air/Gas Tests - Final ✓ Framing _ Siding _ Stucco _ Stone Fireplace _ R.I. _ Air Test - Final Windows Approved By: Planning Building Inspector Base Fee 2 S 2Z. S ~ - - Surcharge • So Plan Review 1 $9 . G 4 MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total 13 fS. 7 I 2004 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN / 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date /2- ~ / N- Site Site Address _ q~ A-00,U D 9C~~ Unit # Tenant Name w~~yt C Q a .«21 Former Tenant Name 2/f/1g 6' k)A_ Property Owner do al 4&2't 1-"' Telephone # (g6oo )y J'A~ ys~ Contractor ~y JYX-L ~ Address ~ Lp ~-D Y'114 l~ p lg .~I,II~r- y` dos city 1))4" LUQ State Zip ~J (t (`jam Telephone # (7((1j) t E a - (k p The Applicant is - Owner SG Contractor - Other Work Type _ New Bldg _ Add-on _ Repair Z _ PVB _ Irrigation system Jerrr \VObschall to cakwaa~~te fees. Required meter size is?"~turbo unless smaller:' ermitted by Public N'od's Description of Work l It O( R/8 J v c t~/V -4'- 0114EY To inquir if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to picking up meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" displacement $155.00 Domestic Size & Type Avg GPM Includes high demand devices? - Yes _ No Flushometers - Yes - No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State SSurcha ) Contract Value $ U 1% _ $ Base Fee JUL 0 1 2004 $ Meter(s) Required on all new buildings & boulevard ation s stems $ Radio Meter Read J If base fee is $1,000 or less, sur arge is 5.50 $ State Surcharge If base fee is over $1,000, lurch EagisSS ase ee Following fees apply only when installing new irrigation system-- $ Water Permit Contact Jerry Wobschall at 651-675-5024 ~n ounts D u D $ Treatment Plant hJ u $ Water Supply & Storage JUN 2 5 2004 $ State Surcharge - - - - - --y $ - Total Fee I hereby apply for a Commercial Plumbing 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 Plumbing 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. ` r,)A SP, z i Applicant' rimed Name Applic s Signature city of eagan PAT GEAGAN January 13, 2004 Mayor MR BRIAN R SMITH PEGGY CARLSON DUKE CONSTRUCTION CYNDEE FIELDS 1600 UTICA AVE S #250 MINNEAPOLIS MN 55416 MIKE MAGUIRE i MEG TILLEY RE: ( 950 APOLLO ROAD Council Members Dear Mr. Smith: THOMAS HEDGES We have received your request to use the International Building Code (IBC) Section 104.11 for alternative materials, design and methods for the facility at 950 Apollo Road. We recognize that City Administrator the change reflected in Section 2306, Footnote J of the 2003 International Fire Code (IFC), has evolved with very compelling evidence for the modification. Jon Nisja, MN State Fire Marshal's Office, indicates that he is unaware of any proposals to modify this footnote in any state amendments. Municipal Center. 3830 Pilot Knob Road Based on the information we have received, we accept your proposal for this building. Eagan, MN 55122-1897 Sincerely r F51.000 Fax: az: 6 651.675 675 501 5012 TDD: 651.454.8535 Dale Schoeppner Chief Building Official Maintenance Facility: DS/js 3501 Coachman Point cc: Dale Wegleitner, Fire Marshal Eagan, MN 55122 Chris Grubb, Fire Inspector Phone: 651.675.5300 Building Inspectors Fax: 651.675 5360 TDD: 651.454.8535 www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community i 49 22 c7 t l C) C ( 2 5 COMMERCIAL BUILDING PERMIT APPLICATION r ~Qc~ v~ l g rte aQ City Of Eagan Y 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 `tt 3 Sv 1.33 Foundation Only New Building Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always- Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Project Specs (1) 1 • Energy Calculations (1) 1 1 • Electric Power & Lighting Form (1) 1 1 • Master Exit Plan (1) 1 1 • Emergency Response She Plan (1) 1 1 • Soils Report (1) 1 • SAC determination - call 651-602-1000 • SAC determination - call 651-602.1000 • SAC determination -call 651.602-1000 • Fire Stopping Submittals Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required * Permit for new building or addition will not be processed without Emergency Response Site Plan. Q w Date - / / Gy Construction Cost ZD ~3s~~ Site Address q n ) S~5'12 2 Unit/Ste # Tenant Name Former Tenant Name \ Description of Work 41jIO fg t•c~✓yFR- t. - Zl ' Property Owner P_4 e Telephone # ( ) Contractor N //J/L J:;7 G / / / ,y Address l 6 ?`~?^uL7r~ c ~o.-. ~•r:.--~ City il'l' ki A1, State CA Zip Telephone # ( 8490) 2,82 904-7 x 21 ! gr Registration # 7. 503 Arch/En Address tp !Y earn PLC city ?o ^o., c, State Zip 4?)},8 Telephone#(0/0$ P)9 Srj Licensed plumber installing new sewer/water service: Phone* I hereby apply for a Commercial Building 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 the State of MN Statutes; 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 whicq 1 n ~p IIT L( approval of plans. L I 2665 M iCk /V~ 4 4A"~Ql Applicant's Printed Name "Applicant's Signature OFFICE USE ONLY Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building ❑ 14 Apartments 27 Commercial/Industrial ❑ 32 Ext Alt-Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types ❑ 31 New 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)" ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation `y~ dvo Occupancy MCES System Census Code 41-7 Zoning I City Water SAC Units - © Stories Booster Pump Nbr. of Units ° Sq. Ft. PRV Nbr. of Bldgs I Length Fire Sprinklered Type of Const JIT ' 5 Width Required Inspections Footings (new bldg) _ Insulation - Footings (deck) Final/C.O. Footings (addition) _ FinaIfNo C.O. Foundation _ Other 5Px111k4-E:?r- _ Drain Tile Roof _ Ice Pr _ Decking _ Insul _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final Framing - Siding _ Stucco _ Stone Fireplace _ R.I. _ Air Test _ Final - Windows Approved By: • Planning ~ Building Inspector - - - - - - - Base Fee Surcharge Plan Review MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit SNIT Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total l~l J U 2005 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION I to ( City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date 8 / /S / (3 S Site Address: 95-0 A POL-LO RV- Tenant / Building Name: X/=, O N MOU NTA 114 The Applicant is: Owner X Contractor - Other PROPERTY OWNER Z P O H MoOLI N7 -A//-I Address: 331 SWIFT PD. City: A DO/ SO N State: / L L Zip: 6010 CONTRACTOR LJ M M /T FlAe- pIROTtrnrlm MN License CA 7S Address: 7301 flPOt-t._O COURT City: t-.11y0 4-f3KE-5 State: Idi /V. Zip: SS 014- Phone 65-1-2-5-1-11f90 ESTIMATED COMPLETION DATE: FIRE PERMIT TYPE: X Sprinkler System of heads ~ S8) _ Fire Pump _ Standpipe Other: WORK TYPE: X New Addition Alterations Remodel Other: DESCRIPTION OF WORK: Commercial Residential Educational Other: -11457-ALL 9,AC-+- 5 P26cS, l~lt~5~ Z/9 t7)(TEiv D R c 6~ 5Y5 20 wE #4 Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ 2, 000 x .01 = $ SZ O. Oo Permit Fee • If Permit Fee is $1,000 or less, add $.50 $ . J "O State Surcharge If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Displacement Fire Meter - $161.00 $ TOTAL FEE: $ 52OV 5-0 1 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 accordance with the approved plan in the case of work which requires a review and approval of plans. CltAa- L-e- 5 0(2-1w raw Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQUIRED INSPECT10N5 Hydrostatic Flow Alarm Dratn.Test Raugh In Trip Pump Test Central Station ~ Final Conditions of Issuance:: , - - - - - - - - - - - - - - Permit Approved b Date / 1 Neec, k,reinSe. ~g 2005 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694; - - Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used 7 ~ l. Date 8 / Zq / / or Site Address: 9st7 f YOLLO /ZD' Tenant / Building Name: -,OO.O t/ 0WOUN7?91w Ob*'L5C- 2 8~ The Applicant is: Owner X Contractor Other PROPERTY OWNER 12ON 1,V0UAt7-R1P ' Address: 33/ ~5wIF7- 2D City: 4 0,01.5011 State: /L, Zip: e. 0/4 0/ CONTRACTOR 5UIVIV17- ifIkE PR(fy?, MN License GO7~ Address: 7301 APOU-O GOUPTCity: L//%/0 State: Al 61 . Zip: SSD/¢ Phone ~S/'z5/-/880 ESTIMATED COMPLETION DATE: 9 / /'57- / OS- FIRE PERMIT TYPE: _ Sprinkler System of heads _ Fire Pump _ Standpipe Other: WORK TYPE: X New Addition Alterations Remodel Other: DESCRIPTION OF WORK: Dt Commercial Residential Educational Other: Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ -S-51-8d d x .01 = $ SSB. ~D Permit Fee • If Permit Fee is $1,000 or less, add $.50 $ o State Surcharge If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Displacement Fire Meter - $161.00 $ TOTAL FEE: $ 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 accordance with the approved plan in the case of work which requires a review and approval of plans. eNR,~L~S ~!L/7~STD~ O a-ez Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE IEQITiRED INSPECTIONS Ily~irostatie Flvw Alaent ratn Test _ Ita00, Top Putnp:Test @entral Station I tital Conditions of Issuuance .5- I'erm~t Approve 01 1-06 1 Date , F F. : 1 ~I PERMIT City of Eagan Permit Type: 3830 PILOT KNOB RD Permit Number: EA068489 . EAGAN, MN 55122 k" (651) 675-5675 Date Issued: 4/262005 Site Address: 950 Apollo Rd Lot: 2 Block: I Addition: Apollo Business Park PID: 10-11795-020-01 Use: Iron Mountain Description: Sub Type: Commercial/Industrial Occupancy: S-1 Work Type: Int Impr Construction Type II-B Description: Rack Storage - Phase II Zoning: Limited Industrial (Ind) Census Code: 437 Square Feet: Remarks: Plan reviewed by Craig Novaczyk. (id) Separate permits required for any plumbing or mechanical work. Call (952) 445-2840 regarding electrical permit and inspections. Fee Spummary: Valuation: $286,000.00 Surcharge - Based on Valuation 143.00 9001.2195 Plan Review 1,322.98 0720.4222 BL. - Base Pee 2,035.35 08014085 Total Fees: s3,c01.37 'Contractor: - Applicant - Owner: Interlake DUKE REALTY LTD PTNSIII 5362 Production Dr St. Lic. Huntington Beach, CA 92649 % DUKE WEEKS REALTY LP (800) 282-8047 1600 UTICA AVE S STE. 250 MINNEAPOLIS, MN 55416 1 hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By Signature I INSPECTION RECORD City of Eagan 3830 PILOT KNOB RD Permit Type: Building EAGAN, MN 55122 Permit Number: EA068489 (651) 675-5675 Date Issued: 04/26/2005 Site Address: Applicant: 950 Apollo Rd Interlake Lot: 2 Block: 1 Addition: Apollo Business Park (800) 282-8047 10-11795-020-01 Permit Subtype: Type of Work: Commercial/Industrial In[ Impr Description: Use/Business: Rack Storage - Phase II Iron Mountain Framing Final - C.O. Required Plan reviewed by Craig Novaczyk. (Id) Separate permits required for any plumbing or mechanical work. Call (952) 445-2844 regarding elzctrical permit and inspections. * Contractor is responsible for erosion control. * House #s required for fmal. " 4-hour notice for permanent water tum-on: 651-681-4300. 04/20/2005 12:26 ERGRN ENG+COM DEO 4 714 3723394 NO. 592 P02 ti 7 r `O CL 125 COMMERCIAL BUILDING PERMIT APPLICATION C q ~ q U, s C ru,>..p C O~J City Of Eagan C 3830 Pilot Knob Road, Eagan Ma 55122 Telephone # 651-675-5675 FAX # 651-675-5694 O I. 3 3 • Structural Plans (2) sets . ArchlterAUral Plena (2) sets s Architectural Plans (2) sets • Civil Plans (2) • Structural Plana (2) . Code Analysis (1) . Certificate of Survey (1) . Civil Plans (2) - Project Specs (1) . CodeAnslysls (1) " • Landscaping Plans (2) s KeyP[an (1) . project Specs (1) • Code Analysis (1)'• • Master E)utPlan (1) Spec, Insp. & Testing Schedule " . Certificate of Survey (1) . Energy calculations (1) not always" • Sells Report (1) s Spec, Inap. & Testing Schedule (1) s Elec. Power & Lighting Form (1) not always- . Meter size must be eetabilshed - Meter size must be establlshed • Mater olze must be established-N applicable 1 - Project Specs (1) a Energy Calculations (1) ° a 1 • Electric Power & lighting Form (1) 1 1 Master Exit Plan (1) a 1 • Emergency Response Site Plan (1)a a - Solis Report (1) a • SAC determination-call 651-602.1000 • SAC determination-call 651-1502.1000 SAC detenninaflon-cii0661b02-1000 • it Pre Sto In Submlllals Call MN Dept of Heolth at 651-215-0700 ror details regarding food % beverage or lodging facilities. Contact Building Tnspectiom for sample and if required Permit for new building or addition will not be processed without Emergency Response Site Plan. Q ati Date 4 Construction Cost Site Addrese an Z L unit(ste # Tenant Name - Former Tenant Name Description of Work ~hoha PropertyOwner IDaJe 4l Ln v~f~i►+~ Telephone # ( ) Contractor /L .7;7 ea . Address C_Q 2- ieLea City •t, _n State Zip 49Ld'oltq Telephone # (8Od) Z8Z-~d~L7 2l f Arch/En gr Registrarionk 7.e1S63 Address /f T/urn ~rti lj city 7a a _ State Zip 9/}6,9 Telephone#(qo$ X69- X19 g~- Licensed plumber installing new ssiver/waterservice: Phone U I hereby apply for a Commercial Building 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 the State of MN Statutes; 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 whic ~q - rppTt approval ofplans. IUI ` h~ CE MiGkae~ ~~a~- ~ 1 .ar~it .Z 2203 I Applicants Printed Name Applicaat's Signature 2$S.aa 2006 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date 7 / ZY / 06 "-3 Site Address: q / `_0 Pd t- 120_- Tenant / Building Name: /mod LI NTA1 lY 17H/~5C '5--/+4'57-t3 The Applicant is: _ Owner K Contractor Other PROPERTY OWNER T /ZO 14 /mod [1 /J Ti9/ N SGc/~~T r Address: 331 City: /f 09&50 Al State: _TL zip: (D/d% CONTRACTOR Summit Fire Protection MN License C-075 Address: 7301 Apollo Court City: Lino Lakes State: Minnesota Zip: 55014 Phone 651-251-1880 ESTIMATED COMPLETION DATE: / / O6 FIRE PERMIT TYPE: ?t Sprinkler System of heads S7(o _ Fire Pump _ Standpipe Other: WORK TYPE: New A Addition Alterations Remodel Other: DESCRIPTION OF WORK: _Z Commercial _ Residential _ Educational Other: PERMIT FEE: $50.50 Mmimum Fee (includes State Surcharge) = $ / ZO'-4 - Ob Permit Fee Contract Value $ 124f `1-00'0e) x .01 r • If Permit Fee is $1,000 or less, add $.50 = $ / f, 00 State Surcharge If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Displacement Fire Meter - $167.00 $ TOTAL FEE: $ /Z SS 0 ~i 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 accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic . Flow Alarm _ Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: / / Permit Appro Date: 99 2006 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date / Z U / U Ca /~Uc - J Site Address: 2,5-0 PO t /2"p, Tenant / Building Name: !d /!J DL 11V Tgf1y ~pfh5456-40 The Applicant is: Owner Contractor Other PROPERTY OWNER 7 /Z& N 0y 4' N'r,4 M Address: 331 5'&0/)r--7- 2D, City: ft010t5OAI State: T~ Zip: CONTRACTOR Summit Fire Protection MN License C-075 Address: 7301 Apollo Court City: Lino Lakes State: Minnesota Zip: 55014 Phone 651-251-1880 ESTIMATED COMPLETION DATE: / ZO / O 6 FIRE PERMIT TYPE: Sprinkler System of heads Fire Pump _ Standpipe Other: WORK TYPE: X New Addition Alterations Remodel Other: DESCRIPTION OF WORK: X Commercial Residential Educational Other: PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ / /7i ?0 O x .01 = $ 760° OCR Permit Fee • If Permit Fee is $1,000 or less, add $.50 $ cJd State Surcharge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $167.00 $ JV A TOTAL FEE: $ 117?h &o 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 accordance with the approved plan in the case of work which requires a review and approval of plans. ~ Hr~dZ-c-~ 5 Oct l~J?S i dh, Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test ~l Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Approv Date: 0 / / V7 2006 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan Yn 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 L20--- Foundation • Structural Plans (2) sets • Architectural Plans (2) sets Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1)• Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) Master-Exit Plan (1) • Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " Elec. Power & Lighting Form (1) not always" • Meter size must be established • Meter size must be established Meter size must be established-if applicable I • Project Specs (1) 1 • Energy Calculations (1) 1 1 • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 b • Emergency Response Site Plan (1) 1 1 • Soils Report (1) • SAC determination -call 651-602-1000 • SAC determination call 651-602-1000 • SAC d Din !~0 • Fire Stopping Submittals I~ • Fire Su ression/Alarm Plans Call MN Dept of Health at 651-201-4500 for details regarding food & beverage or lodging facilities. ~7v s Contact Building Inspections for sample and if required Permit for new building or addition will not be processed without Emergency Response Site Plan. OD Date & / 1,2- l 0& Construction Cost G 315• coo Site Address <I s AQol-L- r-t::p Unit/Ste # Tenant Name I P-40" l"AL -CT41" PI? ~t~2 o s Former Tenant Name "A",ae tt?- 1Wlr, Description of Work 1~/(ll!-T! t-~~/lil~ Ilk' 'L ~Tl~l~ ` F;04 A4 "llV% t7r40XA4etr-- Property Owner IICok--t 1✓101,4KI 10 l413,~ '"*'ll• Imo/ Telephone # ) 2763 4-110 -1 lao " / Applicant is: - Owner K Contractor Contact Contractor G~{1✓-mil It l.l' `~`'-~TI/1S l"G. Address 21-8f{'I ~{llJ rT01~ °t~• City) State l ?y; Pp~ Telephone#(2`FA- ) ¢✓5L6bOO . Arch/Engr FPZVU4Fs 4Blaegistration # -14417- Address 1go3 V~-: t uerw- A\/r-- N.w• City e RWT' State 4W KA IC 64i&Akl Zip Telephone # ( (v 16) 88`1 0002 Licensed plumber installing new sewer/water service: Phone I hereby apply for a Commercial Building permit and acknowledge that the info on is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State o M f tatutes; I understand this is not a permit, but only an in accordance with the approved plan in the case of application for a permit, and work is not to start without a permit; that the TIIZL/~Wu-- work which requires a review and approval of plans. At cs~ Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building ❑ 14 Apartments y❑ * 27 Commercial/Industrial ❑ 32 Ext Alt-Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types ❑ 31 New 2' 35 Int improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)* ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation 0' 3s Doe, Type of Const ' 46 Width Plan Rev 100% 25% Occupancy s ' MCES System SAC Units - d ' Zoning ) City Water Nbr. of Units v Stories Booster Pump Nbr. of Bldgs Sq. Ft. PRV Length Fire Sprinklered Required Inspections - Footings (new bldg) - Fireplace _ M. _ Air Test Final - Footings (deck) _ Insulation - Footings (addition) _ Sheetrock Foundation _ Final/C.O., _ Drain Tile Final/No C.O. Driveway Apron _ Other Roof _ Ice Pr _ Decking Insul ' _ Final Pool Ftgs Air/Gas Tests _ Final Framing _ Siding _ Stucco Lath _ Stone Lath - Final Windows Final C/O Inspection: Schedule Fire Marshal to be present. _ Yes _ No Approved By: Planning 64r/Building Inspector - Base Fee Surcharge Plan Review 7Sr cas SAC-MCES o SAC-City SAN Permit SM Surcharge Treatment Plant Financial Guarantee Treatment Plant (Irrigation) Storm Sewer Trunk Park Dedication Sewer Lateral Sewer Trunk Trail Dedication Street Water Quality Water Lateral Water Trunk Water Supply & Storage (WAC) Other Total r7~ -J~Ao\A'? 2006 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date l Zo / U Site Address: 75'0 q PO L-L C) AD, Tenant / Building Name: Z 2 0a 0a KTA//V 6/f/75C 4f1) The Applicant is: Owner Contractor Other PROPERTY OWNER-,T/2-0 /790J /U Tg/hr Address: 3 3 / 5 LU / /~--T A D • City: /f00/ 5 y~ State: IL . Zip:: -//o d!O/ CONTRACTOR Summit Fire Protection MN License C-075 Address: 7301 Apollo Court City: Lino Lakes State: Minnesota Zip: 55014 Phone 651-251-1880 ESTIMATED COMPLETION DATE: 7 / 00 / 0(- FIRE PERMIT TYPE: _ Sprinkler System of heads _6 4- Fire Pump Standpipe Other: WORK TYPE: New Addition X Alterations Remodel Other: DESCRIPTION OF WORK: JC Commercial _ Residential _ Educational Other: 1 q' . PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ Z,57000 000 x .01 = $ 2 sue" Ov Permit Fee • If Permit Fee is $1,000 or less, add $.50 $ State Surcharge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $167.00 $ IVIA TOTAL FEE: $ 2 S-0, .SU 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 accordance with the approved plan in the case of work which requires a review and approval of plans. C s92c-E-5 010/,W 57-0`✓ 6 Le Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQ7mydrostatic: INSPECTIONS Flow Alarm Drain Test _ Rough In YTrip Pump Test Centrat Station V' Final Conditions of Issuance: Permit Approved by: ~t Date: _ / to / 0 CO a H~9g :~p H/SOS. C) ( xtw 4 eel 2/iy. ~1 2006 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 • Structural Plans « (2) sets . Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Fait Plan (1) • Spec Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not akm • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always** • Meter size must be established . Meter size must be established • Meter size must be established-if applicable J • Project Specs (1) J • Eno rgy Calculations (1) " J J • Electric Power & Lighting Form (1) " J 1 • Master Exit Plan (1) J J • Emergency Response Sae Plan (1) J J • Soils Report (1) J • SAC determination - m11651-602-1000 • SAC determination - call 651-602.1000 • SAC determination - call 651-602-1000 • Fire Stopping Submittals Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required Permit for new building or addition will not be processed without Emergency Response Site Plan Date l 201 0,,6 / Construction Cost 4z Y-3Cs Site Address 7S~ C, An lee)eld <Engiem /LfN, .BSI L Z Unit/Ste # Tenant Name S✓O A-/ A/lot"t 4.0 n ~7C. ormer•Tcmmt Name Description of Work /TC/d'[ar/-ho,?~//~ Property Owner i1 K r K-rrrl~~r ~nt.PS"f/YJt'rlf Telephone ) M;cle"'I H- ,Flier,-,-t Applicant is: _ Owner Yy Contractor Contact (7/1 ) 7-0 CA /If Contractor Sn~ednte Address 53 E Z f 1-odl fc- -kc" Dr-, vc- City liU ~f/on X "r1, I State C# Zip C3Z6 y r Telephone # (7/q) Z06-61391 FAX: ( - > ?oZ' q Arch/Engr SG% M,,IC`` SAk. Registration# Address City State Zip --912.G S Telephone # (9t)9) R6 -,0 9&') Licensed plumber Installing new sewerlwater service. Phone I hereby apply for a Commercial Building 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 the State of MN Statutes; I understand this is t a permit, but only an application for a permit, and work is not to start wit out a permit; that the work *11 be in accordance with th roved plan in the case of work which rc uires a review a app oval p / pl cant's Printed Name licant's Signature 13 - -::TS DO NOT WRITE BELOW THIS LINE Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building ❑ 14 Apartments x 27 Commercial/lndustrial ❑ 32 Ext Alt-Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types ❑ 31 New 2"35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)" ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant aU Valuation 6Z DOO ~ Type ofConst Width Plan Rev 100%_ 25% Occupancy S MCES System SAC Units b Zoning City Water Nbr of Units Stories Booster Pump Nbr of Bldgs Sq. Ft. PRV Length Fire Sprinklered Required Inspections Footings (new bldg) _ Fireplace _ R.I. - Air Test _ Final Footings (deck) _ Insulation Footings (addition) _ Sheetrock Foundation _ Final/C.O. _ Drain Tile Final/No C.O. Driveway Apron _ Other Roof -Ice Pr _ Decking _ Insul _ Final - Pool _ Ftgs _ Air/Gas Tests _ Final ✓ Framing _ Siding _ Stucco Lath - Stone Lath -Final Windows Final C/O Inspection: Schedule Fire Marshal to be present. %Yes _ No Approved By:/ • Planning Building Inspector BaseFee ~J 7-`/3. 2y Surcharge bbz 0-0 Plan Review lJ tou SAC-MCES SAC-City S/W Permit SM Surcharge Treatment Plant Financial Guarantee Treatment Plant (Irrigation) Storm Sewer Trunk Park Dedication Sewer Lateral Sewer Trunk Trail Dedication Street Water Quality Water Lateral Water Trunk Water Supply & Storage (WAC) Other Total 3 OS- 0 6 City of Eapn February 1, 2006 Pat Geagan MAYOR Peggy Carlson MICHAEL H. PRAM Cyndee Fields INTERLAKE 1NC 5362 PRODUCTION DR Mike Maguire HUNTINGTON BEACH CA 92649 Meg Tilley COUNCIL MEMBERS RE: IRON MOUNTAIN 950 APOLLO ROAD Thomas Hedges CITY ADMINISTRATOR Dear Mr. Pham: We have completed 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 2000 I.B.C. It is our goal that this review will help you in complying with the MUNICIPAL CENTER applicable codes and we are, therefore, requesting that the following items be addressed 3830 Pilot Knob Road 1. Pursuant to Section 2306.6.1. of the 2000 IFC, a minimum of one access door Eagan, MN 55122-1810 shall be provided in each 100 lineal feet, or fraction thereof, of the exterior walls 651.675.5000 phone which face required fire apparatus access roads. Please revise the Scope of Work 651.675.5012 fax and the plan to include the installation of these required doors. Provide all 651.454.8535 TDD specifications and details concerning the door units being installed. If you have any questions regarding the above requirement, please feel free to contact me MAINTENANCE FACILITY at 651-675-5683. 3501 Coachman Point Eagan, 55122 Sincerely, 657.675.5 00 phone 651.6755.5 .5360 fax 651.454.8535 TDD J. Craig Novaczyk Senior Inspector www.cityofeagan.com JCN/js cc: Dale Wegleitner, Fire Marshal Dale Schoeppner, Chief Building Official THE LONE OAK TREE The symbol of strength and growth in our community. 2006 FIR SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date-?- / 0' / 0(- Site Address: /G3S0 f PO /!nn\~ Tenant / Building Name: T A(0,V 00 t-%NTH//0 eph°f15~ 3i1--0313) O "s The Applicant is: Owner >C Contractor Other V ~ PROPERTY OWNER _T /Z ON 1 70d NT;}/iv Address: 33 / L5Gt-J/,F7_ R U. City: /)00 i 5 p^J State: IL. Zip: logo/ CONTRACTOR Summit Fire Protection MN License C-075 Address: 7301 Apollo Court City: Lino Lakes State: Minnesota Zip: 55014 Phone 651-251-1880 ESTIMATED COMPLETION DATE: 3 / Z D / O (o FIRE PERMIT TYPE: _ Sprinkler System of heads Fire Pump _ Standpipe Other: WORK TYPE: New Addition _ Alterations Remodel Other: DESCRIPTION OF WORK: Commercial _ Residential Educational Other: PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ 86,S019• occ2 x .01 = $ g6g a d Permit Fee • If Permit Fee is $1,000 or less, add $.50 $ 6 ~d State Surcharge If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Displacement Fire Meter - $167.00 $ TOTAL FEE: $ 568., 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 accordance with the approved plan in the case of work which requires a review and approval of plans. ~ftfJ2LE5 ~,~/9l5T17N y v Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough in Trip Pump Test Central Station Final Conditions of Issuance: Permit Approved by: Date: / / `l Laa , T d 2006 FUZE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road; Eagan Mn 55122 Telephone 651-675-5675 Fag # 651-675-5644 Requirements:. 2 complete sets of drawings and specifications rirt sheen nn mat~"a and C^n"mQnCnvs to C2 aced Date 06 Site Address: L-0 lZ D_ Tenant / Building Name: L /00/"/ /y`e' a lvf %f4/ IY h~4S~ 7 The Applicant is: Owner X Contractor Other PROPERTYOWNER T17-014 Address: ~~l City: ~✓tti>`C~ N State: F L Zip: L60/401 CONTRACTOR Summit Fire Protection MN License C-075 Address: 7301 Apollo Court City: Lino Lakes State: Minnesota Zip: 55014 Phone 651-251-1880 ESTIMATED COMPLETION DATE: I FIRE PER-NUT TYPE: Y Sprinkler System of heads 7©4) _ Fire Pump _ Standpipe Other: I ``F'ORK TXPE: New A Addition _ Alterations _ Remodel I Other: DESCRIPTION OF WORK: Commercial _ ~I _ Educational Othe~ i i PERR'IrT FEE: $50.50 Slixin um Fee (includes State Surcharge) ContractValue •01 = $ -~O Permit Fee S+- Z--ehara If Permit Fee is $1,000 or less, add $.50 = If Permit Fee is over $1,000, add 5.50 per $L000 Permit Fee 3/4" Displacement Fire Meter - $167.00 $ TOTAL FEE: $ f 9S. C~ 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 Buildmg/F re 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 PrintedName Applicant's Signature DO NOT WR= BELOW THIS L]ErM ell y:.. aK W r L - ' .r•:n},..(a, ,•H.D~,m 1'e~t h,.e,. t{ P 1{4- ,bngLL•1:_S'x IydrA.5 2tiCg:.-'~^' ~4'+ " • ` •-Pin37p ~'eS~~ •eIl'tr~ Station' Caons'ofFs§uavice: tT. _ t. Permit ppro 2006 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ~ Ia ~ 0 roundation Only New Building Interior • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) * Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) * Code Analysis (1) • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always- • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always- • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Project Specs (1) 1. • Energy Calculations (1) L • Electric Power & Lighting Form 0) " l l • Master Exit Plan (1) 1 y • Emergency Response Site Plan (1) 1 1 • Soils Report (1) 1 • SAC determination - call 651-602.1000 • SAC determination - call 651-602-1000 • SAC determination -call 651-602-1000 • Fire Stopping Submittals • Fire Su ressionlAlarrn Plans Call MN Dept of Health at 651-201-4500 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required Permit for new building or addition will not be processed without Emergency Response Site Plan. y ~ Date _J2_ / 0 0 4 Construction Cost 4 Site Address S / r1 S 2 Unit/Ste # Tenant Name / Wn a n t. Former Tenant Name Description of Work i fi7ln n ~Ki r S~i~✓taL~_ f ;,'~t it - -7 Property Owner n ✓0 Telephone # ( ) S_0 lt-; )A Aga. It I S 6 r Applicant is: _ Owner ~ Contractor Contact (9q`~) 287- 13#.3 a/1 Contractor ,~(,~5)nn l2e c y~ !dn Hati Address wa N ✓✓ir~ A-t5o city State Zip '92]Z)7 Telephone # (71~ ) 2/() ° 0,32-4- Arch/Engr /fa(L" l~ f e, # Address 2_9 1e,~-? ~ ~ c ~ti pr City _ i State . Zip 91SIJ I Telephone # ( ) Licensed plumber installing new sewerlwater service: Phone ( A > 73 C- D2I I hereby apply for a Commercial Building 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 the State of NIN Statutes; 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. DEC 802006 A' Applicant's Printed Name A~p c is Signature DO NOT WRITE BELOW THIS LINE Sub Types ❑ 01 Foundation 0 26 Public Facility ❑ 30 Accessory Building 0 14 Apartments e 27 Commercial/Industrial ❑ 32 Ext Alt-Apartments 0 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial 0 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types ❑ 31 New Z 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)* ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation -7 4${ ADO "p Type of Const Width Plan Rev 100%_ 25% V Occupancy MCES System SAC Units - b Zoning h 1 City Water Nbr. of Units o Stories Booster Pump Nbr. of Bldgs Sq. Ft. PRV Length Fire Sprinklered Required Inspections - Footings (new bldg) _ Fireplace _ R.I. _Air Test -Final - Footings (deck) _ Insulation - Footings (addition) Sheetrock _ Foundation Final/C.O. Drain Tile Final/No C.O. - Driveway Apron _ Other - Roof _ Ice Pr - Decking _ Insul _ Final _ Pool _ Figs _ Air/Gas Tests _ Final - Framing _ Siding _ Stucco Lath - Stone Lath _ Final Windows Final CIO Inspectio chedule Fire Marshal to be present. ✓ Yes -No Approved By:i_ Planning 4~IrL Building Inspector Base Fee 77 1/• 7 r Surcharge 3 7 . " Plan Review 1/& "it 2,5 % 6F-#21,9 G 7• G cl SAC-MCES SAC-City SIW Permit S/W Surcharge Treatment Plant Financial Guarantee Treatment Plant (Irrigation) Storm Sewer Trunk Park Dedication Sewer Lateral Sewer Trunk Trail Dedication Street Water Quality Water Lateral Water Trunk Water Supply & Storage (WAC) Other Total S'S~ Z G 7y lZ3 53/x, 7-~ 2006 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694. Foundation Only New Building Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) . Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) . Civil Plans (2) • Project Specs (1) • Code Analysis (1) " . Landscaping Plans (2) • Key Plan (1) • Project Specs (1) . Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " . Certificate of Survey (1) • Energy Calculations (1) not always- • Soils Report (1) . Spec. Insp. & Testing Schedule (1) " . Elec. Power & Lighting Form (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Project Specs (1) 1 • Energy Calculations (1) 1 . Electric Power & Lighting Form (1) 1 1 • Master Exit Plan (1) 1 1 • Emergency Response Site Plan (1) 1 1 • Soils Report (1) 1 • SAC determination - call 651-602-1000 . SAC determination - call 651-602-1000 SAC determination -call 651-602-1000 • Fire Stopping Submittals • Fire Su ression/Alarm Form Call MN Dept of Health at 651-2014500 for details regarding food & beverage or lodging facilities. xx Contact Building Inspections for sample and if required Permit for new building or addition will not be processed without Emergency Response Site Plan. Date 40 l ZG / o(o Construction Cost Site Address 9c5o Afv"-o 9~f?c-> Unit/Ste # Tenant Name l IZot.l IQ011 ,Tr4 W Y-V 6dt*.>( I1116Former Tenant Name Description of Work t'' UL Tl LLv-~ 94-,V ~U - Alle,*WL9~ e`- ~ A $ A lp~(t ltlSl A~ Cp+l~d l t✓lll6 {-bt Property Owner 1rZC)WJ Tele$hone # (~o) &Sb S25-'S_ 355re L ft,) Applicant is: - Owner K Contractor Contact ( ) Contractor ° • `v*f"~Pl=lvlS 1KIC- - Address 211 ll LrD1~ ~i cyt~ City G-l{t~lplgl l7 State Al Zip osl Telephone # (;~18) Arch/Engr f t=rc 4 Al 1 Registration # Address I City State t (V "pry -Zip- 1 Telephone # ( ) Licensed plumber installing new sewertwater service: Phone I hereby apply for a Commercial Building Permit and acknowledge that the ' fo don is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the S of Statutes; 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 w' 1 be in accordance with the approved plan in the case of work which requires a review and approval of plans. A K o Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building ❑ 14 Apartments X 27 Commercial/Industrial ❑ 32 Ext Alt-Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types ❑ 31 New 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)* ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant q e.~ Valuation ~OS 1 OOO Type of Const ` l3 Width Plan Rev 100%_ 25% Occupancy S ' 1 MCES System SAC Units - O Zoning City Water kl/ Nbr. of Units U Stories Booster Pump Nbr. of Bldgs Sq. Ft. PRV Length Fire Sprinklered Required Inspections Footings (new bldg) _ Fireplace _ R.I. _,Air Test _ Final - Footings (deck) _ Insulation Footings (addition) _ Sheetrock _ Foundation _ Final/C.O. - Drain Tile Final/No C.O. Driveway Apron _ Other Roof _ Ice Pr _ Decking _ Insul _ Final Pool _ Ftgs _ Air/Gas Tests _ Final ✓ Framing _ Siding _ Stucco Lath - Stone Lath _ Final _ Windows Final C/O Inspection: Schedule Fire Marshal to be present. V/Yes -No Approved By: v Planning / 1 170 Building Inspector Base Fee 3989. Surcharge 3 Z9 3'0 Plan Review R~ • •LY SAC-MCES SAC-City S/W Permit SM Surcharge Treatment Plant Financial Guarantee Treatment Plant (Irrigation) Storm Sewer Trunk Park Dedication Sewer Lateral Sewer Trunk Trail Dedication Street Water Quality Water Lateral Water Trunk Water Supply & Storage (WAC) Other Total , 2007 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date 3 / /5 / 07 Site Address: /5 q /3kPd L-L'C) OR,- Tenant / Building Name: T /Z O Al lood m ro9lxr The Applicant is: Owner X Contractor Other PROPERTY OWNER--r aUOt( 1,VOU N 7-L1111 Address: 33 / 540/F T F2 City: '3- 00/50/v State: / I- Zip: G!J/ 0/ CONTRACTOR 5 U /W IVI T F/fir FAUI rOl ?-10i~ MN License C' 73- Address: ;nne~__An )a W city: & -Tr>',. l State: Zip: 5516 E Phone ESTIMATED COMPLETION DATE: S 07 FIRE PERMIT TYPE: ?C Sprinkler System of heads Fire Pump _ Standpipe Other: WORK TYPE: _ New X Addition _ Alterations _ Remodel Other: Ex TL /h! 6PAK• 7-0~v& ~(a Fa~p~rzsc6/t¢~r3 DESCRIPTION OF WORK: Y Commercial _ Residential _ Educational Other. ' ~ < MAR 1 9 ZbuI Plpncp pnntinnp an next nnap PERMIT FEES Contract Value $ T~h OOd x .01 = $ 740 > 00 Permit Fee $50.00 Minimum $ , S -o State Surcharge To calculate surcharge If Permit Fee is <$1,000, surcharge is 50 cents. If Permit Fee is >$1,000, surcharge increases by $.50 for each $1,000 Permit Fee, i.e. a $1,500 Permit Fee requires a $1.00 surcharge. 3/4" Displacement Fire Meter - $174.00 $ nt/ q Fire Meter TOTAL FEE: $ 740, `sb 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 accordance with the approved plan in the case of work which requires a review and approval of plans. GlfA-!z LES O/f715 7-bi✓ Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Approved Date: 2006 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 • • • Only Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) • Master Exit Plan (1) • Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always** • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always** • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Project Specs (1) 1 • Energy Calculations (1) 1 1 • Electric Power & Lighting Farm (1) ono? 9 U ~ A v 1 • Master Exit Plan (1) C 1 • Emergency Response Site Plan (1) n d a 1 • Soils Report (1) 8%4h~ti~- ~ -6 -1000 • SAC determination -call 651-602-1000 SAC determination -call 651-602-1000 • S • Fire Stopping Submittals • Fire Su ression/Alarm Plans Call NIN Dept of Health at 651-201.4500 for details regarding food & beverage or lodging facilities. Contact Building Inspections le and if required Permit for new building o ddition 11 not be processed without Emergency Response Site Plan. Date 4 / 4 / io~n Construction Cost S/7,70/ SiteAddress 9~ /7i7,Afn/~a po p~ .✓//ll SS/2f Unit/Ste # Tenant Name .:;CrCJAI /V/ inn Former Tenant Name Description of Work ~JoJp~"~j p7t o• /rrc¢r S' .a` E ~~`i J ~ Property Owner LGtlcc Anbcr Lytpy,&-ecn Telephone ) Applicant is: _ Owner Contractor Contact CE// Contractor hoS ~ort 2e tG / Address 2q037/ L%vine A,~e- S,%~i fJ/sZ~ City ~ .44 State A Zip ~Z76 Telephone l# ( 7/4) 2JO - /Q2 ?2~ Arch/Engr & ,kA C.i r6t br Registration # /x Z Z/ Address~q City State G Q Zip 61' / 30 _ / Telephone # (Ra) "2-gr- 07/9 Licensed plumber installing new sewer/water service: Phone I hereby apply for a Commercial Building 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 the State of MN Statutes; 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 th approved plan in the case of work which requires a review and approval of plans. /I MLO~ I ! , ~j29M Applicant's Printed Name pplicant's Signature DO NOT WRITE BELOW THIS LINE Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building ❑ 14 Apartments EV~27 Commercial/Industrial ❑ 32 Ext Alt Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ 37 Nail Salon Work Types ❑ 31 New ❑ 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair lid 33 Alteration ❑ 37 Demolish (Bldg)* ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement *Demolition (Entire Bldg only) -Give PCA handout to applicant Valuation J /'T~ Type of Const 1 Width Plan Rev 100% 25% ✓ Occupancy MCES System ~S SAC Units " Zoning J City Water y cS Nbr. of Units -r Stories Booster Pump Nbr. of Bldgs Sq. Ft. PRV Length Fire Sprinklered e S Required Inspections Footings (new bldg) _ Fireplace _ R.I. _Air Test -Final - Footings (deck) _ Insulation Footings (addition) Sheetrock _ Foundation Final/C.O. - Drain Tile ~C Final/No C.O. - Driveway Apron _ Other Roof _ Ice Pr Decking Insul _ Final _ Pool _ Ftgs _ Air/Gas Tests Final ✓ Framing - Siding _ Stucco Lath - Stone Lath Final _ Windows Final C/O Inspection: Schedule Fire Marshal to be present. ✓ /Yes _ No Approved By: (,=,,Planning ,('11i Building Inspector Base Fee 3 s Surcharge a- Plan Review as */6 856. 68 SAC-MCES SAC-City S/W Permit S/W Surcharge Treatment Plant Financial Guarantee Treatment Plant (Irrigation) Storm Sewer Trunk Park Dedication Sewer Lateral Sewer Trunk Trail Dedication Street Water Quality Water Lateral Water Trunk Water Supply & Storage (WAC) Other Total A-6 9 2.43 . 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W~~~ dWf1d Q <L ~ 0 z H Y © i-H V m tJ-I ~ Qz . ~ Q ~ ~ vi ~ r D d ~~.®m~ < , t,~ .r 's -----------------i . r Office Use I ~abr I Permit City of Eajan 1 Permit Fee: 1 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 1 I Fax: (651) 675-5694 i Staff: -----------------J V 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4/ 4- -6q Site Address:',-5) 0& ,4) ; e ~t~c2 5-12- Tenant Name: -7m-Al (Tenant is: New/ ~ Existing) Suite PROPERTY OWNER Name: e L6kZ Z- P-AS1i,4 Ph//one: 3 -2gO6 Address / City / Zip: AZI y-'~rr S.. S 7e Applicant is: Owner Contractor kEUal --3, "?cv(, Re -ea e TYPE OF WORK Description of work: to 1107- &.1 1h p ~11~ m~ 2 tx~ Construction Cost: CONTRACTOR Name: !c'!rl License Address: S~cJ' C/ l~ City: --5/ zz-) Arp e State: RA. Zip: S ZAP Phone: Contact Person: ,~;1~~ A z"'b'1 ARCHITECT / Name: Registration ENGINEER Address: City: State: Zip: Phone: Contact Person: Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. 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 r ' es a review and approval of plans. x l~S77` UI~.cJellG't X App icant's Printed Name Applicant's Signature j d E, l_ Page 1 of 3 t c C I DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation Public Facility _ Accessory Building _ Apartments X Commercial / Industrial _ Exterior Alteration-Apartments _ Lodging _ Greenhouse / Tent _ Exterior Alteration-Commercial Miscellaneous Antennae s Exterior Alteration-Public Facility WORK TYPES _ New a( Interior improvement Siding _ Demolish Building* _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior _ Alteration _ Repair Windows - Demolish Foundation _ Replace Water Damage Fire Repair _ Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION a.a Valuation Zq~BOG Occupancy 5-J MCES System Plan Review Y65 Code Edition 2007 M56G SAC Units F57r (25%_ 100% ) Zoning City Water ✓ Census Code Stories I Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction ,L Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: Decking Insulation -Ice& Water -Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: _Rough In -Air Test Final Windows Insulation Retaining Wall Meter Size: Erosion Control Final C/O Inspection: Schedule Fire Marshal to be present: -Z yes No /I. Reviewed By: 0~ L , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee ~G -00 Water Quality Surcharge / Water Supply & Storage (WAC) Plan Review 6 • 70 Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL It, G • 9 Z) Page 2 of 3 Craig Novaczyk From: Peggy Fleck Sent: Friday, May 15, 2009 12:33 PM To: Craig Novaczyk; Mike Lence; Sarah Brandel Subject: FW: SAC determination for Iron Mountain FYI Peggy Fleck I Clerical Tech I City of Eagan 1 jj City Hall 3830 Pilot Knob Rd I Eagan, MN 55122 1651-675-56751651-675-5694 (Fax) I pfleck(a)_cityofeagan.com x~ City o EafiQ1[ x ~J (I (J 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. From: Cappaert, Karon [mai Ito: Karon. Ca ppaert@metc. state. m n. us] Sent: Friday, May 15, 2009 11:50 AM To: Dale Schoeppner Cc: Peggy Fleck; Barnebey, Kelly; 'sduncan@managedservicesinc.com' Subject: SAC determination for Iron Mountain Dale, I have reviewed the plan for Iron Mountain located at 950 Apollo Road and a determination will not be necessary. use this email as your record for your files. Karon Cappaert SAC Administrative Technician MCES - Finance 390 N Robert St St Paul, MN 55101 ka ron. cappaert(a2metc.state. m n. us Phone 651-602-1118 Fax 651-602-1030 htt I/www.metrocouncii,ora/environment/`--RatesBilling/``SAC Pro ram.htm i X37 For Office Use I I I I Permit V I City o Eaan $ I Permit Fee: 3830 Pilot Knob Road I LX- I Eagan MN 55122 Date Received: j Phone: (651) 675-5675 I Fax: (651) 675-5694 Staff: 2009 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: " s k4 0`7i k Site Address:i Tenant: Ac-i vi Suite PROPERTY OWNER Name: Phone: Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work:`On'~,tit-. k c Gs ; L e z t a r' Construction Cost: Estimated Completion Date: CONTRACTOR Name: Sum it zpro~'J° CV, - License _r~ M Address: ~1~~ City: ~A CJCt.L, l State: Zip: Phone: LOS is ! ?90 Contact Person: FIRE PERMIT TYPE WORK TYPE V-'-Sprinkler System of heads=) New Fire Pump Addition ",`Alterations Standpipe _ Remodel Other: Other: DESCRIPTION OF WORK: Commercial _ Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ x1% Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.50 for each = $ State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2;000 Permit Fee requires a $1.00 surcharge). $ _ • STOTAL FEE 3/4" Displacement Fire Meter - $18100 $ Fire Meter $ TOTAL FEE *Requirements: 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 k 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 n accordance with the'ppproved plan in the case of work which requires a review and approval of plans. X~C. X Applicant's Printed Name Applicant's ign ture FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Reviewed b ' Date: / / G✓ 1( &C 1C~ 0 ` IMf Use BLUE or BLACK Ink q q7flIFU,~_ I For Office Use I I Permit 2-9 I I Cat of Eajan ~ f I Permit Fee: v 3830 Pilot Knob Road RECEIVED I / I Eagan MN 55122 Date Received: Phone: (651) 675-5675 FEB 0 Z 2012 Fax: (651) 675-5694 I Staff: I - - - - - - - - - - - - - - 2011 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: , ZS 11-7 Site Address: e[ TQ ( 0 CACLrJ Tenant: Suite Name: Phone: PROPERTY OWNER Address / City / Zip: Applicant is: Owner Contractor ~ TYPE OF WORK Description of work: n l.1nG C -ht, t &xyj~s it4k)r Construction Cost: 1Z5 SS Estimated Completion Date: a Name: Tom_ ~q O_Vyy-I License CONTRACTOR Address: 5 E'ZtD'} Ty&yw ) -TqA" City: '2"' h State: lfYlN Zip: Phone: ~5~~u~I1w Contact: Email: _ New _ Remodel WORK TYPE Addition Other: Alterations DESCRIPTION OF WORK: IC-Eommercial Residential Educational FEES $55.00 Minimum (includes State Surcharge) OR Contract Value $ x1% - If the Permit Fee is less than $10,010, surcharge is $ 5.00 Permit Fee - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010411,010 Permit Fee requires a $ 5.50 surcharge) _ $ Surcharge _ $ TOTAL FEE *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. n n x ~1l.lJr~~ x~`rCX~ Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By - Date: 2 1 -37 Required Inspections: Rough-in __j:~-rinal ire Alarm Test Use BLUE or BLACK Ink �� r�lJS1`�K.. � �� ForOfficeUse ---------� � �,�r�,�� j Permit#: I�� Clt af �a aIl . ; . . , � ; � � SEP 0 2 2014 �. � Permit Fee. � � � 3830 Pilot Knob Road � � Eagan MN 55722 I j Date Received: Phone:(651�675-5675 ��f;__._�._.--• -�" j I Fax:(651)675-5694 � Staff: I I �----------------- 2014 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: �i ��L�.% ��lil�Site Address:"1�� '[\,l )'`�1 ��T��,n � �� Tenant: Suite#: � i` Name: Phone: Address/City/Zip: / � ' �'` Applicant is: Owner Contractor ��='� - �` Description of work: � � �'' , � � �;�,'�"f � Construction Cost: Estimated Completion Date: �� ; �,'��'� �J� ' �. Name:J_l�_�� I�!—t ��t� ��. License#: I��'�; � �,� ; � . ( �{- c' /� � �,/��`� f Address:��'�7 �� ° � - 7��J 1 City: ``�� • �l.e\;\' ��'��f�� ;�`�' � p: ��1�Ltu ��- �`��- ��1 �;� � %� r r � �� ' � . �State: Zi Phone: �'` :� ��'�f - �/ ' �. % F , f ` Contact: 1 � Email: � � , . � � .t ; f � � � � �' �! - _New _Remodel `� ? `� _Addition Other: F �,�� — �` �';;;'* , f �Alterations DESCRIPTION OF WORK: Commercial Residential Educational — — FEES Contract Value$ � x.01 $55.00 Permit Fee Minimum =$ ��j� . �j Permit Fee 'If contract value is LESS than$10,010, Surcharge=$5.00 **If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 -$ `�j a $�j Surcharge` """If the project valuation is over$1 million, please call for Surcharge � 1 _$�� -{� TOTAL FEE '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. x � X � App icanYs Printed Name A anYs S gnature f�f bf�'f!/�' r.�'' }� `✓' rf y � �:�•� �� ` 4 F !` T � J% .� J` /'. 13 .? .v�/ +` I �� f 4,.�,<' .� %'} �l�f��'�1��," ��,F^�'��f �ltr�F��P�F .' f f . �!�� r ��f �,'�✓as�fJ r,��T� �u�'r, � ,�f ,� ;f �,: .r � f ;F t „a,rr � f,ff r-da �a%'�� r ,n �,t �� F,',�`,�``;?S r�l" / ..s ,:�, y'j ,' " ,f, ', ;%%N ; �' �'" ,`` ,'��'/�",r !'' ;;? u'"/" '"s✓'�}i' � �fi11,1�i` .F� J � f ='%' �J;'' �,a��`�"'f .' '��,,•'' `J`{�`��s `` r�.��`_' �`'' ,'��e�/;� � "`'�f%��,.�`�... f��i ,'�,�!f�`��i''�,.,��' ��''�;''i�,� ��.s�� ,�. r.,, ' � Use BLUE or BLACK Ink � ��a`7a- Tl9 F�Z. -----------------, � For Office Us� � � j Perrnit#: �c�"CG�� I� �� U� � I � � � ��` � PeRnit Fee: �` �� I 3830 Pilot Knob Road �=?��;,-4�,,:'�'_��-� � I Eagan MN 55122 � I Phone:(651)675-5675 �; -� q �, "'��,�j �� Date Received: � Fax:(651)675-5694 � G r•S� �� j Staff: � �1 �� ----------------� � 2015 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date:� / Site Address: U (�.� Tenant: Suite#: � Name: � � �'' Phone: ��1�— C�`L'�$ P�P�� Address/City/Zip: �� , � rG�, S ' \ s�-Ld�.,�s �-lc �,� � Applicant is: Owner �Contractor /� .�(�Q �� .F. ��#�,Q�,� Description of work: E� t�l� 1 1�0�'1 T � � / � �� Construction Cost: Estimated Completion Date: �� l Name: �4��1/�`� ��G�,Y �1�1 �icense#: ��GC'�O Ce o2� C{�fl'�i"�C�� Address: ��C� C �Y'q;��'�p.1� . 1 �� City: �U�SY'V�'��i�� State: V✓l vLZip: J ��j �j 7 Phone: �� `' ��l� �- �� Contact: �� `�1��`� Emaif: ��Y.' `{'Y��G.(,Ci.,btNl. r Vt�I New Remodet WOt'k Typ$ �cddition _Other: �t'_D�C�..�� Cj IM.WL�tArt��1 O vl l�1'��'� � � ' �Alterations � v� t "� �� h� Ls� � � DESCRIPTION OF WORK: Commercial Residential Educational FEES t d Contract Value$ /��,�� x.01 $60.00 Permit Fee Minimum, includes State surcharge `�6 _$ 7 0� `" Permit Fee �`If contract value is GREATER than$2,010, Surcharge=Contract Value x$0.0005 =$ � � Surcharge* If the project valuation is over$1 million,please call for Surcharge R� _$ � [� "'' TOTAL FEE **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. x �V�,� i l� X � ✓"-� Applicant's Printed Name plican ignature ! �R V��11��Y�� fiG♦�4��• ��1�• ��.. F�equired Inspec�ians: Rough-[n �nat �'ire i4larm Test City of Eatan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 JUN 2 9 2016 ( Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2016 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 6/27/2016 Site Address: 950 Apollo Road, Eagan, MN 55121 Tenant: Iron Mountain Suite #: Name: Phone: Address / City / Zip: Applicant is: Owner ✓ Contractor Description of work: Fire Alarm addition Construction Cost: $6500 Name: Low Voltage Integrators, Inc. License#: TS002009 Address: 6592 Hudson Blvd N City: Oakdale State: MN Zip: 55128 Phone: 651-714-7960 Contact: David Olson Email: DOlson@LVlpro.com New Addition Alterations Remodel ./ other: Adding Additional Racking DESCRIPTION OF WORK: V Commercial Residential Educational FEES $60.00 Permit Fee Minimum 4 Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ 6500.00 x .01 _ $ 65.00 $ 3.25 =$ 68.25 Permit Fee Surcharge* TOTAL FEE **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. xDavid J Olson Applicant's Printed Name City of Baan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 6/17/2016 site Address: 950 APOLLO RD Tenant: IRON MOUNTAIN Suite #: Property OwnerAddress Name: IRON MOUNTAIN Phone: 617-535-4958 /city / Zip:ONE FEDERAL ST. 7TH FLOOR BOSTON, MA 02110 Applicant is: Owner ✓ Contractor Type of Work Description of work: EXTEND RACK SYSTEM FOR NEW RACKS Construction Cost: 25,163.00 Estimated Completion Date: 8/16 Contractor Name: SUMMIT COMPANIES License#: C-075 Address: 575 MINNEHAHA AVE W City: ST. PAUL State: MN Zip: 55103 Phone: 651-288-0784 Contact: CHAD NELSON Email: CNelson@Summit CoUS.com FIRE PERMIT TYPE 1 Sprinkler System (# of heads 1) WORK TYPE New 1Addition Fire Pump Standpipe 1 Alterations Remodel _ Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational — FEES $60.00 Permit Fee Minimum Contract Value $ 25,163.00 x .01 Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge $100.00 Residential New (includes State Surcharge) = $ 251 .63 Permit Fee 12.58 .$ Surcharge = $ 264.21 TOTAL FEE 3/4" Fire Meter - $280.00 = $ Fire Meter = $ TOTAL FEE **Requirements: 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 accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name x Applicant's Signature FOR OFFICE USE REQUIRED INSPECTIONS ',Hydrostatic flow Alarm Drain Test Rough In Trip Pump Test Central Station /.../---Final Conditions of Issuance: Permit Reviewed by: Date: 7 / I /6 Use BLUE or BLACK Ink ---------------, For Office Use I I I City of EaV Permit#: ing Permit Fee: G �' I 3830 Pilot Knob Road I Eagan MN 55122 I l I JUN 1 I Date Received: Phone: (651) 675-5675 5 1016 Fax: (651) 675-5694 Staff: ------------------- V 2016 COMMERCIAL BUILDING PERMIT APPLICATION , ;� '� Date: 3b6 Site Address S lT 11 5172—( Tenant Name: (Tenant is: New/ istin`) Suite#: Former Tenant: Name: (!fi 6" l tia�t �� Phone: 0 IF2. Property Owner Address/City/Zip: Ks—(,d A li 0 Rr Z. Applicant is: Owner /Contractor T e Of Work Description of work: i !" / Yp � Construction Cost: '1 Name: 5 vn�cle— !;Zcjhc4e,� j License#: PJContractor. Address: �� r�1 � city: � GiGt State: 'f�Zip: s_o Phone: Contact: r s Email: #"W 14 Name: �° n Asu, Registration#: 4-7x2- U el Address: NAcd' 5i1' t /Q City: � � (a Arch itectlEngineer -^ p State: P1 4 Zip:_ �( C- Phone: Zj s-� J cT 71-1 Contact Person: �04C& ( e of tcv Email: b,T �` h, Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans,and supporfin ,documents that you submit arecvniderd#+v;be public ih fort» tion. Portions of the information may be classified as non-public if you provide sp+ chic reds n ,that would permit the City tp conclude that the are trade secrets: 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.org 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 ill be in acc with the approved plan in the case of w k hich r quire revi w d approval of plans. X �.... x rLy=�---- pp c n s Printed Narhe Applicant's Signature Page 1 of 3 e?�-D tj DO NOT WRITE BELOW THIS LINE l —3-7` S`2— SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments _✓Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New ✓Interior Improvement Siding _ Demolish Building" _ Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall _ Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation ooh OoO. Occupancy 5. 1 MCES System N k Plan Review ✓ Code Edition Zo/y 1"406 SAC Units (25%_100% Zoning City Water Census Code Stories Booster Pump #of Units 6 Square Feet G 6�� PRV #of Buildings ! Length Fire Sprinklers t �f>! Type of Construction 0 Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) Final/C.O. Required Footings(Addition) ✓ Final/No C.O. Required Foundation Other: Drain Tile Pool:_Footings —Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: ✓ Yes No "-=- Reviewed By: CPA'k° , Building Inspector Reviewed By: Planning COMMERCIAL FEES Base Fee �o SG .?S' Storm Sewer Trunk Surcharge Sd• BD Sewer Trunk Plan Review L$G . f Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication Water Quality TOTAL: Page 2 of 3 e Michael Pham /�7 From: Michael Pham Sent: Monday, June 27, 2016 2:35 PM To: 'Carter, Kristine'; Darveau, Damian; Larson, Dan J;Jeff Oswald Ooswald @eaglsys.com); corey @the-fpi.com; 'CKirby @SummitCoUS.com'; 'Sarah Waters' Cc: Strub,Joseph Subject: IM - 950 Apollo Rd Eagan Phase 9 (drawing showing aisle modification "highlight in Red Cloud area). Attachments: 16011-2 (Ph-9) Rev Date 6-27-16-Model.pdf; 16011-2 (Ph-9) Rev Date 6-27-16.dwg Hi Kristine and Team, Per our weekly meeting last Thursday, please see attached (PDF&CAD) drawing showing aisle modification "highlight in Red Cloud area). Please review and call me if you have any question or concern. Thank you, Michael Pham Archive Sales Manager/Account Manager 1118 W. Spring Street Monroe, GA 30655 Mobile: (949)287-1343 Fax: (770) 207-0101 mpham(cbelitena.com 0 0 �_._......._... ......__............52°........__.........--_....... ... .._.__.......__..40'- ................__...�__.......--- 40'--- -- ni AISLE 30 AISLE- i O 30.. ... _. .. _..._ ..:-. __.. i.... .ti AISLE" JO AISLE HI O f. -' ..... .._._. 3o AISLE 30 AISLE < 120 50 108x50 x- y 1 120 32 > 30 AISLE .. < 120 ...32 108 32 fl 38 AISLE 30 AISLE .. 120.50-4-> < 120.50 10840 30 AISLE , -120 50 10860 '. r 1 m ..... 40' AISLE .ao AISLE _ { .i 30 AISLE 1 1 4.50 1--MOxS�' < 120 50 I 108 50 r� //� l 30 AISLE tOB 32 y < 12050 !N.50 y - .�K.. ; p ,..30 AISLE._ .. ... 11 .�Z._ � ]0 AISLE- ! z ` �� tOB 50 \/ < -120 50 108x50 f 0.i 30 AISLE_ I ,A `r 1 108 50 A T < 120 50 108 50 6f130 AISLE 108 50 �1 Y JO AISLE x7 < 120 50 108 50 4 'r -{� A ° 1 ` O 108 50 < -120 SO 108x50 . .+ 30 AISLE` A c " D 5 1 (Q 90 AISLE.... .... 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Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED AUG 2 2 2016 Use BLUE or BLACK Ink For Office Use Permit#: 1 JO cJ� Permit Fee: % 0 • Q\6 Date Received: (' c00% - / 7n, Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 5 August 2016 Site Address: 950 Apollo Road Tenant: Suite #: J Property ' Owner �'. Name: Duke Realty Phone: Contractor Name: Welsh Facility ServicesLicense #: PC 643698 Address: 4350 Baker Road Suite 400 City: Minnetonka State: MN Zip: 55343 Phone: 952 829 5227 Email: MMelin@WelshCo.com Type of Work New Replacement Repair ✓ Rebuild Modify Space Work in R.O.W. Description of work: Rebuild of PVB Permit Type COMMERCIAL New Construction X Modify Space Ih� Irrigation System (1' yes / _ no) (_ RPZ / 6/ PVB) • Rain sensors required on irrigation systems • 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 4/No Flushometers _Yes I✓No COMMERCIAL FEES $60.00 Permit Fee Contract Value $ x .01 Minimum $60.00 PVB/RPZ Permit Surcharge = Contract If the project valuation = $ Permit Fee (includes State Surcharge) = $ Surcharge Value x $0.0005 60.00 is over $1 million, call for Surcharge = $ TOTAL FEE please Following fees apply Contact the City's Engineering when installing a new lawn irrigation system $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ 60.00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One CaII 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 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. Josh Mankowski Applicant's Printed Name x. ) Applicant's Signature FOR OFFICE USE Approved By: Required Inspections: Under Ground Rough -In Air Test Gas Test Final Meter Related Items: Meter Size Radio Read Manometer., PRV Require Page 1 of 3 Use BLUE or BLACK Ink Ituc 0 For Office Use )IL City of EaQafl Permit#: I / Permit Fee. 33 3830 Pilot Knob Road / r Eagan MN 55122 I Date Received: P-ftf / 7 Phone: (651)675-5675 Fax: (651)675-5694 JUN 1 4 7017 Staff: 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 6/8/2017 Site Address: 950 APOLLO RD Tenant: IRON MOUNTAIN Suite#: IRON MOUNTAIN Name: Phone: Property Owner Address i City/Zip: 950 APOLLO RD Applicant is: Owner L. ✓ Contractor Type of Work Descriptio of work: REPLACING DIALER ONLY FOR FIRE Construction Cost: Estimated Completion Date: Name: TYCO License#: TS651063 2720 ARTHUR ST ROSEVILLE Contractor Address: city: M N 55113 651-846-8013 State: Zip: Phone: JERRY POLOMNY JPOLOMNY@TYCO.COM Contact: Email: New Remodel Work TypeAddition Other: REPLACE OBSOLETE DIALER y, w ✓ Alterations DESCRIPTION OF WORK: ✓ Commercial Residential Educational FEES Contract Value$12702 x.01 $60.00 Permit Fee Minimum 127.02 =$ Permit Fee Surcharge=Contract Value x$0.0005 =$ 6.36 Surcharge* If the project valuation is over$1 million,please call for Surcharge 133.38 _$ TOTAL FEE **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. 1 xJEFFREY W FRENCH x l ( Applicant's Printed Name Applic nt' S'an..'ure FOR OFFICE USE e�ie led By date f Required InspectionsRough-Irt ( anal 1 ,Fire Alarm Tes#?x,w r,