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Home My WebLink AboutPermit Building 2002-10-30 . . CITY OF SPRINGFIELD Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line ~ 'f Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/3012002 APPLIED: 01128/2002 EXPIRES: 04/3012003 VALUE: $ 1,910,501.00 SITE ADDRESS: 5755 Main St ASSESSOR'S PARCEL NO.: 1702334400800 PROJECT DESCRIPTION: Land Use: Grocery Slore, NOTE: Project to go out to bid 5/20/02 (per archilect). Expects 6 to 8 week bid period before contractor is selected and final construction value is establi,hed. dim 5/8/021 Refu~'bof $756.80 on 8-2-20021 voucher number 51277 '\O~'l\~ ;f''<> 1 . \,~ "<<~ 0.\)" 0'" I;. ,,f ~. Owner: A1bertsons Inc. ~\0 O~0~ 0",0 J:l~ N Address: 250 Park Center Blvd. Boise ID 8375~7J. 01$'0 0"''lf !?-~":>'/; ~0'" '0 J"O: J'>I <,~ ~l>.1 . <-:i .'" , .. ~. l.0 .._{\"'v ".(\,,-_,,-,,-^'(\v'".~ ~,\\O ~j.~NTR.A(;n1bIJ.~Nf>PRlVJ^',"ON I A~ .:~t3""rlJ.'"b"-. tv. .,-,. ~v ~'~\V v~.v ~~ ~0',~ '_,t~. ContraCtlW. ~0~f).J:l~ 0'O'-7J. ~.~O \)'*"~ .7.-'?f'[;icense Lundin C'oq::{tYchltects:\\~~ .",~,-0 ^~O~ ~'O'l; ~IS' 1>..'0- . \ ' f:r 0\'" Rl\)' SD Deacoi1:,~ <?(rer~n~0. .,.'CJ Oregon EleC~~~{\~l~~t:NmMC'" Harvey & Price Co ~'O0 (j'?P' Woolleys Refrigef'~~ion Conlractors Albertson, Inc. Cross Corp Delta Construction Co. Contractor Type Archilect General Eleclrical Role Type Null Mechanical Owner Plumbing Sewer # of Buildings: Primary Occupancy Group: Secondary Occupancy JYrimary Construction Type Secondary Construction # of Bedrooms: SETBACKS Front yard Setback: Side I Setback: Side 2 Setback: Rearyard Setback: Solar Selbacks: Spr TYPE OF Store TYPE OF USE: Remodel Commercial Phone Number: (208) 395-5782 Expiration Date Phone (503) 241-3174 (503) 297-8791 (503) 234-9900 (541) 746-1621 (541) 689-3154 (208) 395-5782 (541) 998-1889 (541) 688-2233 M Lot Size: Sq Ft Ist Floor: 58,815 Sq Ft 2nd Floor: Sq Fl Basement: Sq Ft Garage/Carport Sq Fl Other: Impervious Surface Area: IHEVELOPMENT INFORMATION' REQUIRED PARKING Total: Handicapped: Compact: Overlay Dist: # Street Trees Paved Drive Rqd: % of Lot Coverage: I of 13 . I Job# 02-00099-01 I . Page 1 of 9 TRANS#:Ol-OOlOG57 DATE:JUL 26 2002 AMT RECD:2 $ 54600.25 CHANGE: CASHIER: 061 CITY OF SPRINGFIELD, OREGON COMMERCIAL PERMIT City Of Springfield Community Services Division Building Safety Job Number: 02-00099-01 225 Fifth Street Springfield, OR 97477 Office: 726-3759 Inspection Line: 726-3769 Location Of Proposed Site: 5755 Assessors Map#: 17023344 Lot: Block: Main St Spr Addition: Tax Lot #: Subdivision: 00800 ~ ,~ Owner: Address: Albertsons Inc. 250 Park Center Blvd. Phone Number: 208-395-5782 City/State/Zip: Boise, ID 83726 Value: $2,155,132 Scope Of Work: Store Albertsons NOTE: Project to go out to bid 5/20/02 (per architect). Expects 6 to 8 week bid period before contractor is selected and final construction value is established. dim 5/8/02 Contractor Type Contractor Registration # Expiration Date Architect Lundin Cole Architects 208 SW Stark Sl Ste 200, Portland, OR 97204 Remodel Phone 503-241-3174 General Contr SD Deacon Corp Of Oregon 134328 3/31/2003 503-297-8791 Po Box 25392, Portland, OR 97225 Electrical Contr Oregon Electric Construction MOTlCE: f~ll EXPIRE lfl1MeWORK 503-234-9900 1010 Se 11Th Ave, Portland, ~S PERMI UNDER THIS PERMIT IS NOT 97214-2507 AUTHORIZED ABANDONED fOR Plumbing Contr Cross Corp COMMENCE~~D 6/1/2003 541-998-1889 93746 Prairie Rd, Junction Ci~MlR~.Qf\' s'loU\O _..,\\(9 .."~hl Office Use ~\,Ote90n \a.~;; Ola90n ~~\\~t\" _~~.l.'nO\'" \ed '0'1 ...,,,.ata _ -OO~. Quad Area: 3CSC Land Use: Gr~er.y :;10~lf. a.d09 \"o~OfJ"'~IW{lgs? '0'1 # Of Units: Zoning Code: \o\l~~ l~~n ce{ll.et. ~O\\9~~'b~~lGr<lt;R6 Store Constr. Type: Bedrooms: NO\i\\Ca.\\ 5'2..00,.00 a.in l:!e!l(:~~U{Slil:9"0 \On Water Heater: Range: in O_~p. ~nu {tIa.'1 ~~~I.I..~.q!.~F~~~!lF_..\i\iC511815 au,,""', Q\\\6"~' te90,\J',,'}~A"I' To request an inspection call the 24 hour recording at 726-3769.c:.\II\Pn~n~geq!:\~ed'before 7:00 a.m. will be made the same working day, inspections requested\dj:~~!11'.lWill\be made the following working day. Footing Foundation Slab Ceiling Insulation Roofing Framing Wall Insulation Required Inspections I Buildinq -After trenches are excavated. -After forms are erected but prior to concrete placement. - To be made after all inslab building service equipment, conduit piping, and other equipment iterr -Prior to cover. -Prior to installing any roof covering. - Prior to cover. - Prior to Cover I~ Drywall Structural Masonry Structural Welds Special Structural Concrete Bolts installed in concrete Roof Sheating/Nailing High Strength Bolting SUB -lnsulationNapor Barrier SUB. Final Fire Sprinkler System Fire Alarm System Final Fire Final Site Plan Final Building . I Job# 02-00099-01 I Required Inspections Buildinll . Page 2 of 9 - Prior to taping. - To be done during construction by a State Certified Special Inspector. Provide results to City BL - To be done during construction by State Certified Special Inspector. Provide inspection test res -See Plan Review and/or Inspectors Notes, or prior to cover if applicable. -In excess of 2500 psi. To be done during construction by a State Certified Inspector. Provide rE - To be done by a State Certified Special Inspector. Provide inspection test reports to City Buildin! - Before covering sheathing with finish material. - To be done during construction by a State Certified Special Inspector. Provide inspection result, - To be called for at the same time as the SUB framing inspection. - Fire Department Fire Sprinkler Inspection -Fire Department Alarm System Inspection -When all Fire Department requirements have been met. -After all requirements have been met for Minimum Development Standards or from the Develop -When all required inspections have been approved and the building is complete, Zoning: FloodPlain? 0 Wetlands? 0 Journal numbers 1: 2001-06-141 2: Comments:Site Plan Review Overlay District: # of Street Trees: Land Use: Grocery Store Pave Driveway? 0 3: Additional Requirements: Required Attachments: Source Locn: Material: Planner: Jim Donovan Urban Growth Boundary?D Glenwood Area? 0 Quantity Of Fill: Supplier: Drainage: Floodway FEMA: Construction Types: Occupancy Groups:Store # Of Buildings: # Of Bedrooms: Handicap Access? 0 rArea (Sq. Feet) Main: 58815 Accessory: Fee Commercial Plan Check Additional Plan Check Fire & Life Safety Plan Review Total Plan Check Building Permil State Surcharge For Building Permil Flood Plain FEMA: # Of Stories: 1 Current Units: Census Code: Does not apply Height (feet): Proposed Units: Total:58815 Paid On Receipt# Plan Check 01/30/2002 7907 01/30/2002 7907 01/30/2002 7907 Value/Quantity Fee Amount 2,155,132 160 2,155,132 $4,710.97 $160.00 $2,899.06 $7,770.03 Buildinll 07/26/2002 10057 07/26/2002 10057 2,155,132 $7,247.65 $507.34 . Fee 8% Building Administrative Fee Total Building Minimum Plumbing Permit Fee Number of Fixtures State Surcharge - Plumbing Sanitary Sewer Footage Storm Sewer Footage 8% Administrative Fee - Plumbing Total Plumbing Hood and Exhaust One to Four Outlets Minimum Mechanical Permit 8% Administrative Fee - Mechanical Less than 100,000 BTU 10,000 Cubic Feet or Less Vent Fan to One Duct Each Additional Outlet ApplianceVent (Not Covered in Schedule Mechanical Issuance State Surcharge - Mechanical Total Mechanical MWMC Administrative Fee SDC Administrative Fee Retail - MWMC Retail - Specialty - Center - Reimb Retail - Specialty - Center - Imprv Sanitary Sewer SDC Reimbursement Sanitary Sewer SDC Improvement Supermarket - MWMC Supermarket - Reimbursement Supermarket -Improvement Total System Development Planning Plan Review Final Site Plan Insp for Occy Total Planning Grand Total Plan Check Type Checked By Initial Review-CII/P Lisa Hopper Job# 02-00099-01 . Page 3 of9 Paid On Receipt# Value/Quantity Fee Amount Building 07/26/2002 10057 $579.81 $8,334.80 Plumbing 07/26/2002 10057 $.00 07/26/2002 10057 73 $1,022.00 07/26/2002 10057 $78.82 07/26/2002 10057 80 $59.00 07/26/2002 10057 30 $45,00 07/26/2002 10057 $90.08 $1,294.90 Mechanical 07/26/2002 10057 2 $18.00 07/26/2002 10057 1 $4.00 07/26/2002 10057 $.00 07/26/2002 10057 $16.08 07/26/2002 10057 5 $60.00 07/26/2002 10057 2 $16.00 07/26/2002 10057 12 $72.00 07/26/2002 10057 4 $4.00 07/26/2002 10057 3 $27.00 07/26/2002 10057 $10.00 07/26/2002 10057 $14.07 $241.15 System Development 07/26/2002 10057 1 $10.00 07/26/2002 10057 $2,125.21 07/26/2002 10057 -4 $-409.71 07/26/2002 10057 -4 $-1,934.29 07/26/2002 10057 -4 $-8,535.36 07/26/2002 10057 71 $1,517.27 07/26/2002 10057 71 $1,153.04 07/26/2002 10057 10 $4,773.75 07/26/2002 10057 10 $8,485.55 07/26/2002 10057 10 $37,443.94 $44,629.40 Planning 01/30/2002 7907 1 $50.00 07/26/2002 10057 1 $100.00 $150.00 $62,420.28 Date Completed Comment 01/29/2002 . Job# 02-00099-01 I . Page 4 of9 Plan Check Type Checked By Date Completed Comment Engineering-C/IIP Pam Ownby 02/05/2002 The following items need to be addressed prior to issuing the building permit: 0 1.DBuilding Plans do not match approved plans for storm water quality. Please resubmit plans showing catch basins retrofitted with oil-filtering media. Also see page 2 of the land use decision dated October 31, 2001 stating, "The applicant is proposing oil filtering media for stormwater catch basins." Please resubmit plans showing compliance with the above item. Engineering-CII/P Pam Ownby 02/14/2002 Plans resubmitted. Engineering-CII/P Don Moore 02/14/2002 Received revised Sheet 1.2, Utility Plan as response to Pam's comments. Copy to Pam today. Planning-C/I/P Liz Miller 06/03/2002 per Jim Donovan Plan Check Type Structural-C/I/P . Checked By Tom Rogers Job# 02-00099-01 I Date Completed 02/25/2002 . Page 5 of 9 Comment Faxed plan review comments letter to John Cole Architect. Building/Planning 1) Please provide an allowable area analysis for the building 2) exit lights on sheet 7.1 A are shown at the four exterior door locations and grid D9,3.9. No point may be more than 100 feet from the nearest visible sign. Please clarify how this is achieved. The exit sign at grid D.9, 3.9 appears to direct occupants to the dock area. Note that exits may not pass through the store rooms. 3) Sheets 2.1A and 3.2 show a ramp at door 30. Handrails are required unless the slope is 1 :20 or less. Please confirm the proposed slope. 4) Minimum ventilation air requirements are specified ini OSSC Section1203.2 and Table 12-A. Please clarify how the ventilation calculations on sheet 5.0A corresponds to these requirements. 5) Proivde shop drawings for all new storage racks for review prior to installation. 6) Special inspection is required as outlined in OSSC Section 1701.5. Please complete the enclosed special insepction sechedule and obtain the applicable signatures. Special inspection appears to be required for, but not limited to: Concrete - Masonry - High Strenght bolts - Structural welding - Epoxy Anchors. STRUCTURAL 1) Please provide snow drift calculations for review. 2) The loads used for the column footing and column design on page Fl does not correspond with reactions from teh roof beam design on page RF5. Provide revised calculations for review, including column and footing weights. 3) Calculation page F3 evaluates the moment frame footing at frame joint 5. It appears that joints 1 and 3 have higher moments with less resisting loads. Please clarify. 4) The grade beam analysis on page F3 determines required steel based on the reinforcement ratio (rh09) from the PCA handbook. Please verify that this ratio is for total steel and not tension steel as generally determined for a moment condition. A copy of the PCA documentation may clarify the design. 5) Calculation page L3 evaluates the roof diaphragm shear for the new addition at the east side of grid 0.8. Provide calcualtions for the west side of grid 0.8, connection the existing roof to the new braced frame. 6) Please verify that the new adition does not adversely affect the drag struts and connections along grid B. 7) Provide calculations for the drag struts, tension ties, shear wall and plate connection at grid 0.8. 8) Calculation page W1 shows a masonry shell thickness of 1.25 inches and 5-7/8 "d" distance. Please clairfy how this is achieved with #5 bars and a minimum 1/4" distance (fine grout) required from the steel to the masonry. Also note that the steel placement is not ~.~~cified~n det~i1..2/~.2B. 9) .C~I?ula~ion page . Job# 02-00099-01 I . Page 6 of 9 Plan Check Type Checked By Date Completed W4 specities sUbdiaphragm blocking tor a depth of 17'4". This does not match sheet 2.2A. Please clarify. Structural-C/I/P Lisa Hopper 03/29/2002 Fed Ex'd requested information from Albertsons to Tom Rogers from original plan review. This packet includes information on (per Lundin Cole Architects) 1) allowable area analysis for building 2) exit signage 3) rams and handrails 4) minimum ventilation air requirements 5) shop drawings for storatge racks 6) special inspection form not completed because contractors not chosen at this time 7) calculation sheets from Walker/DiloretolYounie Inco regarding Snow drift calcs, loads for column footings, moment frame footing at frame joints, grade beam analsys, roof diphragm shear, drag struts, etc.. 3/29/02 Faxed letter from Tom Rogers to Barbara Stadey al Lundin Cole Architects requesting following information 1) Provide an allowable area analysis for building 2) Provide shop drawings for all new storage racks for review prior to installation 3) Requesting Special Inspection form to be completed and signed 4) Loads used for the column footing and column design on page F1 does not correspond with reactions from the roof beam desing on page RF5. Provide revised calculations for review including column and footing weights 4) Calculation on page L3 evaluates the roof diaphragm shear for the new addition at the east side of grid 0.8. Provide calculations for the west side of grid 0.8, copnnecting the existing roof to the new braced frame 5) Provide calculations for the drag struts, tension ties, shear wall and plate connection at grid 0.8 Structural-C/I/P Don Moore 03/28/2002 Faxed letter from architect confirming that high pallet rack is in the existing building and is not being moved. Plan Check Type Structural-C/l/P . Checked By Lisa Hopper Job# 02-00099-01 I Date Completed 04/05/2002 . Page 7 of9 Comment Fed Ex'd information to Tom Rogers from Barbara Stadey, Lundin Cole Architects regarding ... 1) Allowable area analysis. Square footage computations of storage listed as S 1 occupancy, etc. An updated area analysis has been included. Please note that the Albertsons building only has separation on three sides, allowing only 60% increase in area OSSC section 505 1.2. In reviewing our square footage, we lowered the total number as Section 207 floor area describes that the floor area does not include exterior walls. I have attached a reduced print that describes which areas were considered as S2 occupancy. The remainder of the building will be marked as an M occupancy. 2) Exit lights have been resolved. 3) Ramp at door 30 has been resolved. 4) Minimum ventilation air requirements have been resolved. 5) Shop Drawings... Please refer to the attached copy of the fax sent 3/27/02 addressed to Don Moore explaining how pallet racks are existing to remain and to disregard the 11th page of the fax as it was a mistake. 6) Special inspection as outlined.. Please see attached speical inspection schedule that has been completed and signed by all known parties. Contractor will be determined in a future bidding process. 7) Snow Drift calculation have been resolved. Column footing and column design... The information submitted has resolved the issues noted. Hoever during a review of the responses, Ms. Stady realized that reference to calculations on page F2 should have also been included. Please review the column capacity and footing size with respect to the loads on calculation sheet R5. 8) Moment frame footing has been resolved. 9) Grade beam analysis has been resolved. 9) Calculation on roof diaphragm shear. The existing roof diaphragm west of grid 1 does not need to be upgraded to current standards, as long as the load is not increased or structural system compromised by the new addition. The six foot extension of the diaphragm to the new moment frame would change the loading. This change is negligible and does not justify modifying the existing diaphragm. The transition from the old to new diaphragm is not specified on the plans. Will the ends of the sheating the bstaggered to is the specific nailing required at the transition? 10) Drag struts and connections along grid B have been resolved. 11) Calculations for drag struts ... Calculations page L23 evaluates 16d nails 2" oc each side of the 4x6 plate. Detail 12/2.2 b sepcifies 10d nails at 2" O.C. The calculations do not evaluate the shear stress in the plywood or specify the grad required. Proivde additional information for review. OSSC specifies that spacing shall be sufficient to . ..... .... . - . Job# 02-00099-01 I . Page 8 of9 Plan Check Type Checked By Date Completed prevent splitting 01 the wood. LJue to the Z" spacing on each side of the plate with nails penetrating more than half the width of the member and bolts 8" oc special inspection will be reuiqred during construction of the shear wall. 12) Masonry shell thickness has been resolved. 13) Suibdiaphragm blocking has been resolved. Structural-C/I/P Tom Rogers 04/25/2002 Except trash compactor enclosure Structural-C/I/P Don Moore 05/07/2002 Trash compactor enclosure. Fire Marshal-C/I/P AI Gerard 02/25/2002 Plan review - Addition and remodel of existing grocery store. Existing = 45,641 sq ft + addition 9729 sq ft = 55361 sq ft, Type III-N, M occupancy. 1. Ensure address numbers are clearly visible from street fronting property (Main St.) check with Fire marshal's Office for approval 2. Overhead coiling (fire doors) shall be tested and approved in the presence of a deputy Fire Marshal 3. Provide kitchen hood extinguishing system submittal to Fire marshal's Office for review and approval (contact Deputy A. Gerard 726-2294 for submittal requirements) 4. Provide fire sprinkler submittal to Fire Marshal's Office for review and approval 5. Provide Fire Alarm submittal to Fire Marshal's office for review and apoproval. 6. Provide a high piled combustible storage plan complying with Unifor Fire Code Article 8101.3.2 for any storage that meets High Piled Combustible Storage definition. 7. A fire extinguisher rated at a minimum of 2A-10B:C shall be within 75' of all portions of this structure 8. A K-type fire extinguisher shall be located within 30' of any deep fat fryer 9. Emergency lighting levels shall conform to OSSC Article 1003.2.9.1. A Special inspection report shall be required to verify compliance. 10. Provide an egress control plan to verify complinace with exiting for 24 hour operation of store to fire Marshal's Office for approval. 11. Provide a detailed proposal for maintenance of fire and life safety systems during renovation. Specifically: maintenance of required exiting, maintenance of fire sprinkler system, maintenance of alarm system function, maintenace of fire resistive construction, etc. Proposal to be approved by both the Fire Marshal and Building Official prior to commencement of any work. SUB - Comm/lnd David Harris 02/08/2002 Passed Energy Code Plan Review , . . · I Job# 02-00099-01 I . Page 9 of 9 By'signature. I state and agree that I have carefully examined the completed application and do hereby certify that all information herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of the State of Oregon. I further state that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time. that the project address is readable from the street. that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during construction. ~ ~Lh/'Pt . .~ Signature / 7#~~ / / Date I. LOCATION OF INSTALLATION CITY OF SPRINGFIELD . ELECTRICAL PERMIT APPLICA '9~~NS#: 01-0010138 City Job Number OZ-oOO 9~AI~Z!!G 01 2002 Hl'il tltl...D.2 $ 57.50 . CHANGE: 3. COMPLETE FEE SCHEDULE BELOW CASHIER: 001 ~ 141002 07/23/02 TOE 11:34 FAl 5417263689 . . 225 r.ll' I n STREET SPRINGFIELD, OREGON 97477 INSPECTION REQUEST: 726-3769 OrnCE: 726-3759 o ..'\~. \ r:.., r: r: ~,f_.:.... C'~ .'-~ " LEGAL DESCRIP'r~QN /70233'1'1 oogtYO A. New Resldeutial-Single or Multi-Family per dwelling llnit. Sorvlee Included: Items Cost Sum JOB DESeR&.: uuN The following project es submitted h~.s 1\~~!Q~'l!! or less i ob si te trail~li,n.f<B1lld @~Ij^qulre speCllC ~achadditional500 Cons truction approval, c....C- sq. ft or ~OD Perrgi.ts are I1llD-lransferablc and expbn1ng !hereof if~is 001 started wiIhin bl!~ days <6 ,.. I - 0 '- ;;"",uvlIIDut'd Home Or ofissuanceorifworkis~dfor, I e <0 'vInA"',<Pwelling 180 da kulhonzed Slgne ur , S' F d ys. CfV1ce m cc er $106.00 _ $19.00_ _$50.00_ 2, CONTRACTOR INSTALLATION ONLY B. Serviees Or Feeders Installation., Alterations or Blectrical Col1lnlclor On>gnn Rl ",..tric Group Relocation: 200 amps Or less $ 63.00 201 amps to 400 amps $ 75.00_ 503-234-9900 At 401\amps'[0_6.Q.q"lffiIP.~\, e _5125.00_ fO"C601IampsJ!!tW!!JLllB1J'~"e 6~rfJ~ yv~" $163.00_ I.IOTtCE" Supervisor License NUJJ)b.er~4 6 os NotifitOyerrlO_O.QJ*"'.s'.voltS e r I go, I VI: ")$375.00_ I~ "_HALL EXPIRE If lHt ~ in OA'ReconnecIOnIy, I,v" u.es are :sellOi$ 5000 THIS PERM!. . . -fu1O: PI=RMIT IfoMre~ -04 0090' :v--- vvl-w I? through OAR 95Z-ffih '- DOIZE m . 'ou may obtaIn ""ni"c ,,' th 0." AUTH n m~ ~~ANDDNED FOR calif;rgT,~~g\l\~~~m~~;~~'~~~~~~~s b;, , CDMMENCEfoll!llt :r(m~.lilUmber 203 numInStaJlation"A1tcration or.Re1ocatione ANY 180 DAY PER.' . '" ..o~ 'uc',.:~~,~J,~~r:gon Utility Notificaiion Explta!iouDate 7-1-03 \-\ ,.,{ _ 200'ampsOrleSsOO-332-~344)..!...- ~ 201 amps to 400 amps Over 40 J to 600 amps Over 600 amps or 1000 volts see lIB II above Address 1010 SE 11th Ave elt" Portland !>hone Signature of Supervising li:lectrielall $50.00 2.2..: 569.00 5100.00 ~ lJ gjO- Owners Name Albertsons ;j:"L D. Braneh Cireuits New Alteration or Extension Per Panel Address ZSO ikk. Ce..~ JI.J One Cireuit $43.00 Clty"BP''''1'l J-h Phone Z08'-3'7S-57&Z Each Additional Circuit Or with Service or Feeder Permit 5 3.00 OWNER INSTALLATION The iDsllll1ation is being made on r- 'r-'Y I own which is nOI intended (or sale, lease or rent. E. Miscellaneous CSe",iee/fecdcr Dot Inelllded) -Each installation Pump or irrigation Sigu/Outlinc Lighting" Limited BncrgylR.es Limited EneIgy/Conun 550.00 550.00 525.00 $45.00 OWllers Signature: I.',: , \0: .......... . -' ""-' MinimuQl Electrie Permit Inspection Fee is 545.00 + Surcharges 4. SUBTOTAL OF ABOVE 7% Stnte Surcbarge 8% Administrative Fee TOTAL 5Q......Q.P ~ ';I' ...A.......ll.O 57.50 Status: Issued . . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 05/05/2003 VALUE: $ 1,910,501.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line ~ SITE ADDRESS: 5755 Main Sl ASSESSOR'S PARCEL NO.: 1702334400800 Spr TYPE OF TYPE OF USE: Commercial PROJECT DESCRIPTION: Land Use: Grocery Store, NOTE: Projecllo go oullo bid 5/20/02 (per archilecl). Expects 6 to 8 week bid period hefore contraclor is selecled and final construction value is established. dim S/8/021 Refund of $756.80 on 8-2-20021 voucher number 51277 Store Remodel Owner: Albertsons Inc. Address: 250 Park Center Blvd. Boise ID 83726 Contractor Type Archilecl General Electrical Role Type Null Mecbanical Owner Plumbing Sewer # of Buildings: Primary Occupancy Group: Secondary Occupancy I'rimary Conslruction Type Secondary Construction # of Bedrooms: SETBACKS Front yard Setback: Side I Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: Phone Number: (208) 395-5782 Lot Size: Sq Ft 1st Floor: 58,815 Sq Ft 2nd Floor: Sq Ft Basemenl: Sq Ft Garage/Carporl Sq Ft Olher: Impervious Surface Area: ,,,-0 ~~~.""" K' I CONTRACfOR INFO~~~mi:'I.""O~,\' ~'v 0\'<)'" ~0ra ~ '0'\ Contractor o~\7f. ~c~s~~~~~ation Date Lundin Cole Archilects .O\0~00'O~",0\~ K'O ~"'S-0 ~O~~o~ SD Deacon Corp Of Oregon \O~' OO~ ~X"' ~o~~ 0'" 0 'I.~0~s.'v7f. NETVERSANT CASCADES:IN~0"''a' 0~'I.0~~'\<;)~\~3i!'0~0 ~~~~.04/30/2003 Harvey & Price Co .{' ~-tI \~ O~ G f::J,\,rJ '$:J'I.'lY~ ~o~ v>"*'~ f/,~'K" Woolleys Refrigeration C~1~\~~rJ ~'\ 0 ~'I.0\' ~O~ 'JJ~?; Albertsons Inc. ~o'l."o~~ -l.O~ ~0c,0 00\~_'O<:::><:::r Cross Corp \~ f?l<::l' .~Qj"\o\~ i,'''' Delta Construction Co. <::lrJ v~~~0\ "'0~'I.0 I 1 M Phone (503) 241-3174 (503) 297-8791 503-646-0533 (541) 746-1621 (541) 689-3154 (208) 395-5782 (541) 998-1889 (541) 688-2233 REQUIRED PARKING Total: Handicapped: Compact: % of Lot Coverage: I of 12 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Street Storm Sewer Available: Special Instruction: Noles: Desc ription Type of Construction Fee Description Planning Plan Review Additional Piau Check Fire & Life Safely Plan Review Commercial Plan Check Retail - Specialty - Cenler - Retail - Specialty - Cenler - Relail- MWMC Each Additional Oullet Mechanical Issuance State Surcharge - Mechanical 10,000 Cubic Feet or Less 8% Administrative Fee - Mechan Hood and Exhaust ApplianceVent (Not Covered in Storm Sewer Foolage Sanitary Sewer Footage Less than 100,000 BTU Vent Fan to One Duct Slate Surcharge - Plumbing 8% Administrative Fee - Plumbi Final Sile Plan Insp for Occy Slale Surcharge For Building P 8% Building Adminislrative Fee Paving Number of Fixtures Sanitary Sewer SDC Improvement Sanitary Sewer SDC Reimburseme SDC Admini,trative Fee Supermarket - MWMC . . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01/2812002 EXPIRES: 05/05/2003 VALUE: $ 1,910,501.00 !pUBLIC IMPROVEMENTS I Sidewalk Type: Downspouts/Drains I Valuation Descrintion I $ Per Sq Ft Square FooJage Value Dale Calculaled Total Value of Project Amount Paid $50.00 $160.00 $2,899.06 $4,710.97 $-8,535.36 $-1,934.29 $-409.71 $4.00 $10.00 $14.07 $16.00 $16.08 $18.00 $27.00 $45.00 $59.00 $60.00 $72.00 $78.82 $90.08 $100.00 $424.53 $485.17 $630.65 $1,022.00 $1,153.04 $1,517.27 $2,125.21 $4,773.75 Fees Paid I Date 1/30/02 1/30/02 1/30/02 1/30/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 Receipl Number Received By 7907 7907 7907 7907 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb 2 of 12 Status: Issued 225 Fifth Slreet, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax S41-726-3769 Inspeclion Line Building Permit Supermarket - Reimbursemenl Supermarket - Improvement State Surcharge - Plumbing 8% Administrative Fee - Plumbi Storm Sewer Footage + 7% Slate Surcharge + 8% Administrative Fee Low Voltage - Commercial Indus Total Amount Paving Conunercial Plan Check Fire & Life Safety Plan Review Numher of Fixlures Sanilary Sewer Footage Slorm Sewer Foolage 8% Administrative Fee - Plumbi Less than 100.000 BTU 10,000 Cubic Feet or Less Hood and Exhaust Onc 10 Four Outlets Each Additiona! Outlel State Surcharge - Mechanical Sanilary Sewer SDC Reimburseme Sanitary Sewer SDC Improvcment SDC Adminislrative Fee MWMC Administralive Fee Final Site Plan Insp for Occy Building Permil Addilional Plan Check State Surcharge For Building P 8% Building Administralive Fee State Surcharge - Plumhing Venl Fan to One Duct ApplianccVent (Not Covered in 8% Administrative Fee - Mechan Mechanical Issuance Supermarket - MWMC Supermarket - Reimbursemenl Planning Plan Review Supermarket - Improvement Total Fees Paid Prior to 9/30/02 . $6,064.65 $8,485.55 $37,443.94 $4.13 $4.72 $59.00 $3.15 $3.60 $45.00 $61,796.08 $630.65 $4,710.97 $2,899.06 $1,022.00 $59.00 $45.00 $90.08 $60.00 $16.00 $18.00 $4.00 $4.00 $14.07 $1,517.27 $1,153.D4 $2,125.21 $10.00 $100.00 $6,064.65 $160.00 $424.53 $485.17 $78.82 $72.00 $27.00 $16.08 $10.00 $4,773.75 $8,485.55 $50.00 $37,443.94 $72,569.84 7/25/02 7/25/02 7/25/02 10/30/02 10/30/02 10/30/02 11/6/02 11/6/02 11/6/02 07/25/2002 01/30/2002 01/30/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/2512002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 01/30/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/2512002 07/25/2002 07/25/2002 01/30/2002 07/25/2002 . U I\' OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 05/05/2003 VALUE: $ 1,910,501.00 100S7 10057 10057 2200200000000000121 2200200000000000121 2200200000000000121 1200200000000000195 1200200000000000195 1200200000000000195 djb djb djb djb djb djb djb djb djb 10057 7907 7907 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 7907 10057 10057 10057 10057 10057 10057 10057 10057 10057 7907 10057 I Plan Reviews I 3 of 12 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 54 I -726-3676 Fax 541-726-3769 Inspeclion Une Eneineerine-C/IJP Engineering-CIIIP Engineering-CIIIP Fire Department Review . 10/21/2002 02/05/2002 0211412002 02114/2002 10/21/2002 . CITY OF SPRlr~l. t<IELD ' Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 05/0512003 VALUE: $ 1,910,501.00 Wait PO The following items need 10 be addressed prior to issuing the building permit: 1. Building Plans do not malch approved plans for storm water quality. Please resubmil plans showing catch basins retrofitted wit~ oil-filtering media. Also see page 2 of the land use decision dated October 31, 2001 stating, "The applicant is proposing oil fillering media for stormwater catchbasins." Appr PO Info DM Please resubmit plans showing compliance with the above item. Plans resubmitted. Received revi,ed Sheet 1.2, Utility Plan as response to Pam's comments. Copy to Pam today. Plan Review of Revisions to Sprinkler Plan,-Originally submitted 9-11-02. Job #02-00099-01. Revisions of relocated sprinkler heads in video rentaVcustomer ,ervice appear to meet code requirements. OK GRG 1. Call for testing and inspection 4 of 12 Status: Issued 225 Fiflh Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Fire Marshal-C/l/P . 02/25/2002 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 05/0512003 VALUE: $ 1,910,501.00 Appr AG 5 of 12 Plan review - Addition and remodel of existing grocery store. Existing = 45,641 sq fl + addition 9729 sq fl = 55361 sq fl, Type m-N, M occupancy. 1. Ensure address numbers are clearly visible from street fronting properly (Main St.) check with Fire marshal's Office for approval 2. Overhead coiling (fire doors) shall be lested and approved in the presence of a deputy Fire Marshal 3. Provide kilchen hood extinguishing system submillal to Fire marshal's Office for review and approval (contact Deputy A. Gerard 726-2294 for submillal requirements) 4. Provide fire 'prinkler submillalto Fire Marshal's Office for review and approval 5. Provide Fire Alarm submittal to Fire Marshal's office for review and apoproval. 6. Provide a high piled combustible storage plan complying with Unifor Fire Code Article 8101.3.2 for any slorage that meets High Piled Combustible Slorage definition. 7. A fire extinguisher rated at a minimum of2A-IOB:C shall be within 7S' of all portions of this structure 8. A K-type fire extinguisher shall be located within 30' of any deep fat fryer 9. Emergency lighting levels shall conform to OSSC Article 1003.2.9.1. A Special in'pection report shall be required to verify compliance. 10. Provide an egress control plan 10 verify complinace with exiling for 24 hour operation of slore to fire Marshal's Office for approval. 11. Provide a detailed proposal for maintenance of fire and life safety systems during renovation. Specifically: maintenance of required exiting, maintenance of fire sprinkler system, maintenance of Status: Issued 225 Fifth Slreet, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspeclion Line Fire Marshal-CIIIP Initial Review-CI1IP Plannin2-CI1IP . 09/1112002 01/29/2002 06/03/2002 . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01/28/2002 EXPIRES: 05/05/2003 VALUE: $ 1,910,501.00 Appr AG alarm system function, maintenace of fire resistive constructiou, etc. Propo,al to be approved by both the Fire Marshal and Building Official prior to commencemeut of any work. Plan review - sprinklers for new addition to Grocery store, 9729 'q ft, 192 heads + new riser. Design appears to meet code requirements - 1. Call for testing and inspections. Appr LH Appr LM per Jim Donovan 6 of 12 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Structural-C/IJP . 02/25/2002 . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 05/05/2003 VALUE: $ 1,910,501.00 Wait TR 7 of 12 Faxed plan review comments lelter to John Cole Architect. BuildingIPlanning 1) Please provide an allowable area analysis for the building 2) exit lights on sheel 7.1A are shown at the four exterior door locations and grid D9,3.9. No point may be more than 100 feet from the nearest visible ,ign. Please clarify how this is achieved. The exit sign af grid D.9, 3.9 appears to direct occupanls to the dock area. Note that exits may not pass through the store rooms. 3) Sheets 2.1A and 3.2 show a ramp at door 30. Handrail, are required unless lhe slope is 1 :20 or less. Please confirm the proposed slope. 4) Minimum ventilation air requirements are specified ini OSSC Sectionl203.2 and Table 12-A. Please clarify how the ventilation calculations on sbeet 5.0A corresponds to these requirements. 5) Proivde shop drawings for all new storage racks for review prior to installation. 6) Special inspection is required as outlined in OSSC Section 1701.5. Please complele lhe enclosed special insepction sechedule and obtain the applicable signatures. Special inspection appears to be required for, but not limited to: Concrete- Masonry - High Strenght bolts - Structural welding - Epoxy Anchors. STRUCTURAL 1) Please provide snow drift calculations for review. 2) The loads used for the column footing and column design on page Fl does not correspond with reactions from teh roof beam design on page RF5. Provide revised calculations for review, including column and footing weights. 3) Calculation page F3 evaluates the moment frame footing at frame joint 5. It appears that joints 1 and 3 have higher moments with less resisting loads. Please clarify. 4) The grade beam analysis on page F3 determine, required steel based on Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line . 8 of 12 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 05/05/2003 VALUE: $ 1,910,501.00 the reinforcement ratio (rh09) from the PCA handbook. Please verify that this ratio is for total steel and not tension steel as generally determined for a moment condition. A copy of lhe PCA documentation may clarify the design. 5) Calculation page L3 evaluates the roof diaphragm shear for the new addition al the east side of grid 0.8. Provide calcualtions for the wesl side of grid 0.8, connection the existing roof to the new braced frame. 6) Please verify that the new adition does not adversely affect the drag struts and connections along grid B. 7) Provide calculations for the drag struts, tension ties, shear wall and pia Ie connection at grid 0.8, 8) Calculation page WI shows a masonry shell lhickness of 1.25 inches and 5-7/8 "d" distance. Please c1airfy how this is achieved with #5 bars and a minimum 1/4" distance (fine grout) required from the steel to the masonry. Also no Ie that the steel placement is nol specified on delail 2/2.2B. 9) Calculation page W4 specifie, subdiaphragm blocking for a depth of 17'4". This does not match sheet 2.2A. Please clarify. . . CITY OF SPRINGFIELD Building/Combination Permit Status: Issued PERMIT NO: 02-00099-01 225 Fifth Slree!, Springfield, OR ISSUED: 10/30/2002 541-726-3753 Phone APPLIED: 01128/2002 , 541-726-3676 Fax EXPIRES: 05/05/2003 541-726-3769 Inspection Line VALUE: $ 1,910,501.00 Structural-CIIIP 03/29/2002 Info LH Fed Ex'd requested informalion from Albertsons to Tom Rogers from original plan review. This packet includes information on (per Lundin Cole Architects) 1) allowable area analysis for building 2) exit signage 3) rams and handrails 4) minimum ventilation air requirements 5) shop drawings for storatge racks 6) special inspection form not completed because contractors not chosen at this time 7} calculation sheets from WalkerlDiloretoNounie Inco regarding Snow drift calcs, loads for column footings, moment frame footing at frame joints, grade beam anal,ys, roof diphragm shear, drag struts, ete.. 3/29/02 Faxed letter from Tom Rogers to Barbara Stadey at Lundin Cole Architecls requesting following information 1) Provide an allowable area analysis for building 2) Provide shop drawings for all new slorage racks for review prior to installation 3) Reqnesting Special Inspection form to be completed and signed 4) Loads used for the column fooling and column design on page Fl does not correspond with reactions from the roof beam desing on page RF5. Provide revised calculations for review including column and footing weights 4) Calculation on page L3 evaluates the roof diaphragm shear for the new addition at the east side of grid 0.8. Provide calculations for the wesl side of grid 0.8, copnnecting the existing roof to the new braced frame 5) Provide calculations for the drag slruts, tension ties, shear wall and plale connection at grid 0.8 Structural-CIIIP 03/28/2002 Info DM Faxed letter from nrchitect confirming that high pallet rack is in the existing building and is not being moved. 9 of 12 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Structural-CIIIP . 04/05/2002 Info 10 of 12 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 05/05/2003 VALUE: $ 1,910,501.00 LH Fed Ex'd information to Tom Roger! from Barbara Stadey, Lundin Cole Architects regarding... 1) Allowable area analysis. Square footage compulations of storage listed as SI occupancy, etc. An updated area analysis has been included. Please note that the Albertsons building only has separation on three sides, allowing only 60% increase in area OSSC section 505 1.2. In reviewing our square footage, we lowered the total number as Section 207 floor area describes that the floor area does not include exterior walls. I have attached n reduced print that describes which areas were considered as S2 occupancy. The remainder of the building will be marked as an M occupancy. 2) Exit Iighls have been resolved. 3) Ramp at door 30 ha, been resolved. 4) Minimum ventilation air requirements have been resolved. 5) Shop Drawing'... Please refer to th, attached copy of the fax senl 3/27/02 addressed to Don Moore explaining how pallel racks are exi,ting 10 remain and to disregard the I1tb page of the fax as it was a mistake. 6) Special inspection as outlined .. Please ,ee attached speical inspection schedule that has been completed and signed by all known parties. Contractor will be determined in a future bidding process. 7) Snow Drift calculation have been resolved. Column footing and column design... The information submitted has resolved the issues noted. Hoever during a review of the responses, Ms. Stady realized that reference to calculations on page F2 should have also been included. Please review lhe column capacity and footing size wilh respect to the loads on calculation sheet R5. 8) Moment frame footing ha, been resolved. 9) Grade beam analysis has been resolved. 9) Calculation on roof . . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01/28/2002 EXPIRES: 05/0512003 VALUE: $ 1,910,501.00 Status: Issued 22S Fifth Slreel, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspeclion Line Structural-C/I/P Structural-CII/P SUB - Comm/Ind 05/07/2002 04/25/2002 05/07/2002 02/08/2002 Appr TR Appr DM Appr DB diaphragm shear. The exi'ting roof diaphragm west of grid 1 does not need 10 be upgraded to currenl standards, as long as Ihe load is not increased or structural system compromised by the new addition. The six foot extension of the diaphragm to the new moment frame would change the loading. This change is negligible and does not justify modifying the existing diaphragm. The transition from the old to new diaphragm is not specified on the plans. Will the ends of the sheating the b'taggered to is lhe specific nailing required at Ihe transition? 10) Drag struts and connections along grid B have been resolved. 11) Calculations for drag struts ... Calculations page L23 evaluates 16d nails 2" oc each ,ide 01 the 4x6 plate. Detail 1212.2 b sepcifies 10d nails at 2" o.c. The calculations do not evaluate the shear stress in the plywood or specify the grad required. Proivde additional information for review. OSSC specifies that spacing shall be sufficienl to prevent splitting of the wood. Due to the 2" spacing on each side of the plate with nails penetrating more than half the width of the member and bolts 8" oc special inspeclion will be reuiqred during construction of the shear wall. 12) Masonry shell thickness has been resolved. 13) Suibdiaphragm blocking has been resolved. Except trash compactor enclosure Trash compactor enclosure. Passed Energy Code Plan Review To Request an inspection call the 24 hour recording at 726-3769. All inspection requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. I R,~('uired Insneetinns J 111.t II 1 Low Voltage: Prior 10 cover. 11 of 12 . . CITY OF SPRINGFIELD Building/Combination Permit PERMIT.NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 05/05/2003 VALUE: $ 1,910,501.00 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line By signature, I state and agree, thai I have carefully examined the compleled application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of Ihe City of Springfield and lhe Laws of the State of Oregon pertaining 10 the work described herein, and that NO OCCUPANCY will be made ofany structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.005 wiD be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each address is readahle from the slreet, that the permit card is located at the front of the property, and the approved sel of plans will remain on the sile at all times during construction. Owner or Contractors Signature Date 12 of 12 ~Z-OoO <t 9- 0 I Time: .:17PM Duration: The 'o~omil!l;la,~c . Z<mrng, and does n~ as Suhmltted has the tolJowin Company. approvaL t rsqulrt: specific land Use 9 Subiecl: /lll CITY OF SPRINGFIELD Zoning LA.- Ii!J 002 D'I tI--- (" -0 "2.- <K.J.: ture- o'- Receiv~d Event (Event succee_> Date: 10/28/02 Pages: 2 Sender: 5417263689 Fax Number: 10/28/02 MON 13:18 FAX 5417263689 T: 225 . U' . n STREET . SPRINGFIELD, OR 97477 . PH:(541)726-3753 . FAX; (541)726-3689 ELECTRICAL PERMIT APPLICATION . . . .-:---- ., "" City~,],~~~;,:.~:~=,,,,..itI~ ~""""""-".'''':&i:i'i.'',,''~::- ~, " "ir"'~1:!ii<",","" ~,"~!Il!!'~];I!"','~""""'~_."''''', "'," " tilt... 1 t~~!~~;~~. ~~~II~~'.,~ ~l~ 3 ~.e,~~:~.~ ,,-:.:~::.~~>: ~ . ~~' -;,".-":" - ,..~:'- ,:.!~: ~~'::::~'~c" ~~ _'~- , .Iii;,; ..~",,:,:i~ . ,[S.:!:tW'~:"'~~~jL~ ,..,.- .._.,'"h...... ~ . """"....- .~-- .- -=, '""'----.:t2;-:"- _', ___;;; !;5'1c:,~ 5. ^A~ ,"iX"r:afta.lci,cKL, ...~""-_.""=.:il"~...>~;i'_..,.'...~-.,~~.'''lii'''.:..''''":,,ii.iIliIlN LEGAL DESCRIPTION ~ A. i'tl1~~~~s!~~~.Aw.~~",,, l7oZ.334V 0 0'600 Sczvie<:iDcIucb:l 1000 sq. It or less Each additional 500 sq. a or portion thereof Ea.;h Manufact'd HOllle Qr Modular Dwelling S?~E..\ Feeder _.-.l" 'lI""' .V\ lOB DESCRIPTION va ;e~~ OI'11rl- C-1<I&i AlA;> . $106.00 $19,00 Permits arc non-transferable and expire if work is not started within 180 days of issuance or if work is Sus ended T Ida. 2. ~ingEleetrician v B. . ,'l> ~0 s'l> ~C!J ~0 - Elcelneal Conlr.1etor NErV1=l7,QQNT..(lI'1.qill/nES 20~~ It.~\0 O'?l 1(\0 ~~,<,c",,0 O~. _ $ 63.00 . .JIll ~.~ 0~'lOO ~s~ "I 0~ _,,~ $ 75.00 Address m 0 8IJ i1J1~ ~ AV~ ,,~'-::^~~"-L'l.' ~ ""n~A1!JPs00\.0l ,;~\V $125"00 ,'v ~"X"".....~~, ><>; _,o~ ~ ~0"'"b~...zil1p!\~ lllOO~~'-~. $163.00 City g0:ll~ Phone 5l3-(Pl/.(P-ti~~ ~~v~~~~~&~~ fI,'?J $375.00 1'~':.:'C~~~~~~~~~~~'''~~i#j ,'O~'i?-<?-~ . ~~~ '. f:' 0 r:::,~ Jr.s: ~ A1reration or RJlIo""tion .....~ ~ r:::,C!J ~~'" ~,o ~0'.' ...,r:::,"'r."- "I C'l> ~0 ('.0~ ~~\)' ~O~~or~' ~ ,~~ ~ 201 Amps to 400 Amps N 'l ~. ~ 401 AmI" '" 600 Amps d-~\'- .9~~ ' ~~~~~'<-~-~"''''.'"r!!! D.~!;.Ji~~~.~ NewA~W~~~~~r:::,. , o.e C~~~'\~~~~"~~ ~ $ 43.00 EaclJ Additio with Service or F ,~."~~, SUpervlSor License Number Expiration Date ConstI, ContI, Number 60 4 ryZz, R Expiration Date '-I -s 0 - 0 3 Owners Name llih1'( -f:<:t7YJ,<; Address 5'755- 5, Il1I4iN ST12iZ~T City ~i t1j f=kl A Phone (p SOl- 0 ?,su, OWN&R INSTALLATION E. $ 3.00 ,"~~~ $ 50.00 $ 50.00' $ 25.00 $45.00 45.00 The fn...ta11atioD Is beIng made on property I O\VD. which is not intended for sale; lease or rent. Pump or irrigation Sign/Outline Lighting Limited EnoigylResidentiaJ Limited Energy/Commercial Owners Signature: MiDimnm Elcelrl. Permit Inspection Fee is $45.00 + SurcharllOl ~'~_"""'""'i"-"~7".'WBII'.,. ',',_""'"' "', ,~._.,~, 4 ~~ ~~- """",,,",,,,,,."'''''''''''''" , "., "- . E~,~,"-",,~j1 ~ -- .. ~om:t~, .............. ",'0<;"",,", 7% State Surcharge 3 . is - 8% Admlnis1rative Foe 3 ,lQ {J - TOTAL ....Ii \ . "1 5 ShmalDriV<(T:)IIIuildh>gFOO<>>IElootricaJ Pmni! A.-,~_~_IO.Q2.doe Impectioo Requoat: 726-3769 2 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line S tree t Storm Sewer Available: Special Instruction: Noles: Description Type of Construction Fee Description . IPUBLlC IMPROVEMENTS' I Valuation Descrintion I $ Per Sq Ft Square Footage Total Value of Projecl Fees Paid I Amounl Paid Date 2 of 13 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 Sidewalk Type: Downspouts/Drains Value Date Ca1culaled Receipl Number Received By Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 54 I -726-3769 Inspection Line 10,000 Cubic Feet or Less 8% Administrative Fee - Mechan 8% Administrative Fee - Plumbi 8% Building Administrative Fee Additional Plan Check ApplianceVent (Not Covered in Building Permit Commercial Plan Check Each Additional Outlet Final Site Plan Insp for Occy Fire & Life Safety Plan Review Hood and Exhausl Less than 100,000 BTU Mechanical Issuance MWMC Administrative Fee Number of Fixtures One to Four Outlels Paving Planning Plan Review Retail- MWMC Retail - Specialty - Center - Sanilary Sewer Foolage Sanitary Sewer SDC Improvement Sanitary Sewer SDC Reimburseme SDC Administrative Fee State Surcharge - Mechanical State Surcharge - Plumbing Stale Surcharge For Building P Storm Sewer Footage Supermarkel - Improvemenl Supermarkel - MWMC Supermarkel - Reimbursemenl Vent Fan to One Duct Tolal Amount . $16.00 $16.08 $90.08 $485.17 $160.00 $27.00 $6,064.65 $4,710.97 $4.00 $100.00 $2,899.06 $18.00 $60.00 $10.00 $10.00 $1,022.00 $4.00 $630.65 $50.00 $-409.71 $-8,535.36 $59.00 $1,153.04 $1,517.27 $2,125.21 $14.07 $78.82 $424.53 $45.00 $37,443.94 $4,773.75 $8,485.55 $72.00 $63,624.77 7/25/02 7/25/02 7/25/02 7/25/02 1/30/02 7/25/02 7/25/02 1/30/02 7/25/02 7/25/02 1/30/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 1/30102 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 7/25/02 3 of 13 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 10057 10057 10057 10057 7907 10057 10057 7907 10057 10057 7907 10057 10057 10057 10057 10057 10057 10057 7907 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb djb Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspedion Une Paving Commercial Plan Check Fire & Life Safely Plan Review Numher ofFixlures Sanitary Sewer Foolage Stonn Sewer Footage 8% Adminislralive Fcc - Plumbi Less lhan 100.000 BTU 10,000 Cubic Feet or Less Hood and Exhaust One to Four Oullels Each Addilional Oullet Slale Surcharge - Mechanical Sanilary Sewer SDC Reimhurseme Sanilary Sewer SDC Improvement SDC Adminislralive Fee MWMC Administrative Fee Final Site Plan Insp for Occy Building Pennlt Addilional Plan Check State Surcharge For Building P 8% Building Administralive Fee Slale Surcharge - Plumbing Vent Fan to One Duct ApplianeeVenl (Nol Covered in 8% Adminislralive Fee - Mechan Mechanical Issuance Supennarkel - MWMC Supennarkel - Reimhursemenl Planning Plan Review Supennarkel - Improvement Total Fees Paid Prior to 9/30/02 En2ineerin2-C/11P . $630.65 $4,710.97 $2,899.06 $1,022.00 $59.00 $4S.00 $90.08 $60.00 $16.00 $18.00 $4.00 $4.00 $14.07 $1,517.27 $1,153.04 $2,125.21 $10.00 $100.00 $6,064.65 $160.00 $424.53 $485.17 $78.82 $72.00 $27.00 $16.08 $10.00 $4,773.75 $8,485.55 $50.00 $37,443.94 $72,569.84 07/25/2002 01130/2002 01130/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 01130/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 07/25/2002 01130/2002 07/25/2002 I Plan Reviews I 02/05/2002 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 10057 7907 7907 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 10057 7907 10057 10057 10057 10057 10057 10057 10057 10057 100S7 7907 10057 Wait PO 4 of 13 The following items need to be addressed prior to issuing the building permil: 1. Building Plans do not malch approved plans for storm water quality. Please resubmit plans showing catch basins retrofitted wiO oil-fillering media. Also see page 2 of the land use decision dated October 31, 2001 stating, "The applicant is proposing oil fillering media for stormwater catch basins. It Please resubmit plans showing compliance with the above item. 'Ur~ r!.,-~~"~,-,,, ).....,'.,~-,.i ... i , ~''''~;.'''' ':, g \ , \''- ~ " .. _' " ".' . ...;Ji Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line En2ineerin2-CIIIP En2ineerin2-CII/P Fire Departmenl Review . 10/21/2002 02114/2002 02114/2002 10/21/2002 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 Appr PO Info DM Plans resubmitted. Received revised Sheet 1.2, Utility Plan as response to Pam's comments. Copy to Pam today. Plan Review of Revisions to Sprinkler Plans-Originally submitted 9-11-02. Job #02-00099-01. Revisions of relocated sprinkler heads in video renlallcuslomer service appear 10 meet code requirements. OK GRG 1. Call for testing and inspection 5 of 13 Status: Issued 225 Fiflh Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Fire Marshal-C1I/P . 02/25/2002 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 Appr AG 6 of 13 Plan review - Addition and remodel of existing grocery store. Existiog = 45,641 sq fl + addition 9729 sq fl = 55361 sq fl, Type III-N, M occupancy. 1. Ensure address numbers are clearly visible from slreet fronting property (Main St.) check with Fire marshal's Office for approval 2. Overhead coiling (fire doors) shall be tesled and approved in the presence of a deputy Fire Marshal 3. Provide kitchen hood extinguishing system submittal to Fire marshal's Office for review and approval (contact Deputy A. Gerard 726-2294 for submittal requirements) 4. Provide fire sprinkler submittal 10 Fire Marshal's Office for review and approval 5. Provide Fire Alarm submittal 10 Fire Marshal's office for review and apoproval. 6. Provide a high piled combustible slorage plan complying with Unifor Fire Code Article 8101.3.2 for any storage that meets High Piled Combustible Storage defiuition. 7. A fire extingui,her raled at a minimum of 2A-l OB:C shall be wilhin 75' of all portions of this structure 8. A K-type fire extinguisher shall be located within 30' of any deep fal fryer 9. Emergency lighting levels shall conform 10 OSSC Article 1003.2.9.1. A Special inspection report shall be required 10 verify compliauce. 10. Provide an egress control plan to verify complinace with exiling for 24 hour operation of slore to fire Marshal's Office for approval. 11. Provide a detailed proposal for maintenance of fire and life safely systems during renovation. Specifically: maintenance of required exiting, maintenance of fire sprinkler system, maintenance of -:-1JIl:~0~~)--,"','-"> --1,-"'''''''" '"".. . k,~ ". -- - ,........~. Status: Issued 225 Fifth Streel, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Fire Marshal-C/I/P Initial Review-Cfl/P Planning-C/I/P . 09/11/2002 01/29/2002 06/03/2002 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 0112812002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 Appr AG alarm system function, maintenace of fire resistive construction, etc. Proposal to be approved by both the Fire Marshal and Building Official prior to commencement of any work Plan review - sprinklers for new addition to Grocery store, 9729 sq ft, 192 heads + new riser. Design appears to meet code requirements - 1. Call for testing and inspections. Appr LH Appr LM per Jim Donovan 7 of 13 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Structural-CIIIP . 02/25/2002 . CITY OF SPRI~t.N~LD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01/28/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 Wait TR 8 of 13 Faxed plan review comment, lelter to John Cole Architect. BuildingIPlanning 1) Please provide an allowable area analysis for the building 2) exit lights on sheet 7.1A are shown at the four exterior door locations and grid D9,3.9. No poinl may be more than 100 feet from lhe nearest visible sign. Please clarify how this is achieved. The exil sign at grid D.9, 3.9 appears to direct occupanl' to the dock area. Note that exits may nol pass through the store rooms. 3) Sheets 2.1A and 3.2 show a ramp al door 30. Handrails are required unless the slope is 1:20 or less. Please confirm the proposed slope. 4) Minimum ventilation air requirements are specified ini OSSC Section 1203.2 and Table 12-A. Please clarify how the ventilation calculations on sheet 5.0A corresponds to these requirements. 5) Proivde shop drawings for all new storage racks for review prior to installation. 6) Special inspection is required as outlined in OSSC Seetion 1701.5. Please complele the enclosed special insepction sechedule and obtain the applicable signatures. Special inspection appears to be required for, bul nol limited 10: Concrete- Masonry - High Strenght bolts - Structural welding - Epoxy Anchors. STRUCTURAL 1) Please provide snow drift calculations for review. 2) The loads used for lhe column footing and column design on page Fl does not correspond with reactions from teh roof beam design on page RF5. Provide revised calculations for review, including column and footing weights. 3) Calculation page F3 evaluates the moment frame footing at frame joint 5. It appears that joints 1 and 3 have higher momenls with less resisting loads. Please clarify. 4) The grade beam analysis on page F3 determines required steel based on Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line . 9 of \3 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 ,- lhe reinforcement ratio (rh09) from lhe PCA handbook. Please verify thaI this ratio is for total steel and not tension sleel as generally determined for a moment condition. A copy of the PCA docnmenlation may clarify the design. 5) Calculalion page L3 evaluates the roof diaphragm shear for the new addition at lhe east side of grid 0.8. Provide calcualtions for the wesl side of grid 0.8, connection the existing roof to lhe new braced frame. 6) Please verify that the new adition does not adversely affecl the drag slruts and connections along grid B. 7) Provide calculations for the drag strut" tension ties, ,hear wall and plate connection at grid 0.8. 8) Calculation page WI shows a masonry shell thickness of 1.25 inches and 5~7/8 "d" distance. Please clairfy how this is achieved with #5 bars and a minimum 1/4" distance (fine grout) required from the steel 10 the masonry. Also no Ie lhal the steel placement is nol specified on detail 212.28. 9) Calculalion page W4 specifies subdiaphragm blocking for a depth of 17'4". This does not malch sheet 2.2A. Please clarify. ~~~' "0" __4 ~-~ Issued Status: 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Une Slructural-CII/P Structural-CII/P . 03/2912002 03/28/2002 Info Info 10 of 13 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 LH Fed Ex'd requesled information from Alberlsons to Tom Rogers from original plan review. This packet includes information on (per Lundin Cole Architects) 1) allowabl, area analysis for building 2) exil sign age 3) rams and handrails 4) minimum ventilation air requirements 5) shop drawing' for storatge racks 6) special inspection form not completed because contractors not chosen at this time 7J calculation sheets from WalkerlDiloretoNounie Inca regarding Snow drift calcs, loads for column footings, moment frame footing at frame joint" grade beam analsys. roof diphragm shear, drag struts, ete.. 3/29/02 Faxed letter from Tom Rogers to Barbara Stadey at Lundin Cole Archilecls requesting following information I) Provide an allowable area analysis for building 2) Provide shop drawings for all new slorage racks for review prior to ins lallation 3) Requesling Special Inspection form to be completed and signed 4) Loads used for the column fooling and column design on page Fl does nol correspond with reactions from the roof heam desing on page RF5. Provide revised calculations for review including column and footing weights 4) Calculation on page L3 evaluates lhe roof diaphragm shear for the new addition at the easl side of grid 0.8. Provide calculations for the west side of grid 0.8, copnnecting the existing roof to the new braced frame 5) Provide calculations for the drag slruts, tension ties, shear wall and plate connection at grid 0.8 Faxed letter from archilect confirming that high pallet rack is in the existing building and is not being moved. OM Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Une Structural-C/I/P . 04/0512002 Info II of I3 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01/28/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 LH Fed Ex'd information to Tom Roger! from Barbara Stadey, Lundin Cole Architects regarding... I) Allowable area analysis. Square footage computations of slorage Iisled as SI occupancy, etc. An updated area analysis has been included. Please note lhal the Albertsons building only has separation on three sides, allowing only 60% increase in area OSSC section 505 1.2. In reviewing our square foolage, we lowered the total number as Section 207 floor area describes that the floor area does not include exlerior walls. I have attached a reduced print that describes which areas were considered as S2 occupancy. The remainder of the building will be marked as an M occupancy. 2) Exil lights have been resolved. 3) Ramp at door 30 has been resolved. 4) Minimum ventilation air requirements have been resolved. 5) Shop Drawings... Please refer to lh. attached copy of the fax sent 3/27/02 addressed to Don Moore explaining how pallet racks are exi,ting to remain and to disregard lhe II th page of lhe fax as it was a mistake. 6) Special inspection as outlined .. Please see attached speical inspection schedule that has been completed and signed by all known parties. Contractor will be determined in a fulure bidding process. 7) Snow Drift calculation have been resolved. Column footing and column design... The information submitted has resolved the issues noted. Hoever during a review of the respon'es, Ms. Slady realized that reference to calculations on page F2 should have also been included. Plea,e review the column capacity and footing size with respect 10 the loads on calculation sheet R5. 8) Moment frame footing has been resolved. 9) Grade beam analysis has been resolved. 9) Calculation on roof -:'1JIr~"""""' ~ '., ,""'..'~, ,-,- \ ' " " --, .. .....~ . . CITY OF SPRINGFIELD Building/Combination Permit Status: Issued PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01/2812002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Structural-CII/P Slructural-CII/P SUB - Commllnd 0510712002 04/25/2002 05/07/2002 02/0812002 Appr TR Appr DM Appr DR diaphragm shear. The existing roof diaphragm west of grid 1 does not need to be upgraded to currenl standards, as long as the load is not increased or structural system compromised by the new addition. The six foot extension of lhe diaphragm to the new moment frame would change the loading. This change is negligible and does not justify modifying the existing diaphragm. The transition from lhe old 10 new diaphragm is not specified on the plans. Will the ends of the sheating lhe bslaggered to is the specific nailing required at the lransition? 10) Drag struts and conneclions along grid B have been resolved. II) Calculations for drag struts ... Calculations page L23 evaluales 16d nails 2" oc each side 01 lhe 4x6 plate. Detail 12/2.2 b sepcifies 10d nails al 2" o.c. The calculations do not evaluate the shear stress in the plywood or specify the grad required. Proivde additional information for review. OSSC specifies thaI spacing shall be sufficient to prevent spUlling of the wood. Due to the 2" spacing on each side of the plate with nails penetrating more than half the width of the member and bolts 8" oc special inspection will be reuiqred during conslruction of the shear wall. 12) Masonry shell thickness has been resolved. 13) Suibdiaphragm blocking has been resolved. Except trash compaclor enclosure Trash compaclor enclosure. Passed Energy Code Plan Review To Request an inspection call the 24 hour recording at 726-3769. All inspection requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. I Reauired Tnsneelions I 12 of 13 -::'li&te:!ll .!!![l, "~::-,'I~"...,,-,.. ~ 1'. i ", -~".'''''''''' ',", ~ 'i~ . >;'., ",_ .n, j~'.' . . CITY OF SPRINGFIELD Building/Combination Permit Status: Issued PERMIT NO: 02-00099-01 ISSUED: 10/30/2002 APPLIED: 01128/2002 EXPIRES: 04/30/2003 VALUE: $ 1,910,501.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line By signature, I state and agree, that I have carefuUy examined the completed application and do hereby certity that all information hereon is true and correct, and 1 further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made ofany structure without permission of the Community Services Division, Building Safety. I further cerlity that only contractors and employees who are in compliance wilh ORS 701.005 wiD be used on this project. I further agree to ensur,that all required inspections are requested at the proper time, that each address is readable from the slreet, that ~he e it rd is located at the front of the property, and the approved sel of plans will remain on the site at all times du( :;;s / cti /-~7J i . ,/ /0UJ/tf~ Owner otCo;tra~tors SignaturL/ Da e 13 of 13