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Home My WebLink AboutPermit Electrical 2005-12-7 ~~-os'~,~O:~0 , -..~....:& _ ~~~C ",,:.::11 225 FIFTH STREET. SPRINGFIELD, OR 97477 . PH:(541)726-3753 . FAX: (541)726-3689 ,}..",~iS:>~ : e ELECTRICAL PERMIT APPLICATION 4d~'" ,,0" ,( '-- City Job Nwnber 0 Z. - 00 7 S 7 - 0 I Date ,,,,1;6>~ s;: '"7"-l 1. I LOCATION OF INSTALLATION 3. L COMPLETE FEE seh;1;it~~~#' ~ ~' J ; '" g6 ~ wr/J..IN . 'c~' / :;Jfv LEGAL DESCRIPTION A. I New Residential- Single or JYI.:i~~li'a~ilY per dwenfu ,~ : /7 D Z- 3 ZOO ~O 9 0 l.f Service Included " JOB DESCRIPTION 1000 sq. ft. or less $106.00 Each additional 500 sq. ft. or portion thereof " J \ I CITY OF SPRINGFIELD, OREGON '-.....-J 5tJ-riM'i' (;dt!! Pern:-its are n'O'n-transferable and expire if work is not started within 180 days ofissuance or if work is Suspended for 180 days. 2. [CONTRACTORINSTALIATIONONLY I Each Manufuct'd Home or Modular Dwelling Service or Feeder $19.00 $50.00 B. I Services or Feeders -Installation,-Alterations or Relocation: _2:___:_..1 Contractor r..Ld~,.. L w...d.5C"~ ,"e 200 Amps or less j 20t Amps to 400 Amps Address I ~I ~ t;;' ')U) C:a ( h..".-ep- fi...'tJr-. 401 Amps to 600 Amps r-/ II .5ZJ.3 601 Amps to 1000 AwPs),\\ \\1 city'ifl)'/LUa:Jd' Phone u,d.. ?-:2,7 () 0 Over 1000 ~sNgifs~ ~\\\\\\'n oR- cr7r'f 0 X 2-"Z-7 Rec~nne'cTQ;,iy6Ie(jue se\ \O\,~ :'i\O~'. Ole ~~'l \\\~. ,\"s 'O.(~R"?'-OO . l-~License Nwnber 5'6Lf::;, b.:r'it.~ ~e,.0.q:l\~~,:-:ry~~c~~.:o!,.F..li';r:J ~\O'" (U cel"\ek:-O\\\'<u,~. X\O\,V L/2 lo~\O \iOl" ,n(\\ _r.0\e ,,,leO,.n" o -/0 >,_"\\iG'O. "," nIB, stallation,A1teratiim or,Relocation ,-'" 9""-v, all'v' I~\OW' '. ~O'''' '\1" OP-\\,OU (\'200 ~s orlessJ\\\\\'l '0.'- () , ""_e~\\.' r\~n _ 0'.)l.'f q Cl09' (j \'1'201 iWms'to400,AIDps $ 69.00 G'O.\\\~e( ',4Ol\IJ&~s'to"goOAmps $100.00 "U(\'\ G DI"W\ ,- Over 600 Amps or 1000 Volts see "B" above. D. I Branch Circuits E. I Miscellaneous (Service/feeder not included) -Each Installation I Pump or irrigation I iWlP~\)~~ ~ Sign/Outline Lighting ~t. ~ \~ ~... . Limited Ene~den~Ic;,~~\.\..:~~~~ \l~' ~\)~ Limited El\~~~\.~~\)~ a ~9.t>.~1.}~45.00 1"~~\"-:':V ~ ,. Minimum Electrili, ~ ~$45.00 + Surcharges -I"-~\!,~ - ~_\>~ 4.1 SUBTOT~~O~ I l~ 7% Slate Surcharge Expiration Date Constr. Contr. Nwnber Expiration Date Signature of Supervising Electrician ~~-~, New Alteration or Extension Per Panel One Circuit Each Additional Circuit or with Service or Feeder Permit - Owners Name J6'L"7 I (LAJ~'S Address ILf '7 S- c.l-t tt(...~ Sr- City S:t>F':b Phone 7L(7- '79L(c) OWNER INSTALLATION The installation is being made on Y."'r--.:.. I own which is not intended for sale, lease or rent. Owners Signature: $ 63.00 $ 75.00 $125.00 $163.00 $375.00 $ 50.00 $ 50.00 $ 43.00 $ 3.00 :s.~ z;-"v '\ ~ ..(ft _ 10% Administrative Fee /" . ~ ~4:>~>l""'~~_._,__.~,~,,,.:,~:'" ~'<'\d . Inspection Request: 726-3769 lr..D .'~~l ----j ,1 -j ~ f'~-Al ~ ~ ..:l~~ ~ ~ Q\ ~j, ~J ~ ..1!!!!4' l~ ~j ~l ~ ~ ~ ~1 ~:'~j ~ ~ r-r-iJ ci ~j 'i!A1 U) ~, . ~ ~\ . . SPRINGFIELD' lJ\^~ ~-~ ~<~ ~a.rLVood A L F .s 01./;:0 kd/ I z-s-os- r ,J CITY OF SPRINGFIELD, OREGON City Job NumberOZ-oO 75 7 -0 I Job Location 1fS65 /l1A.:v. _~-f- ) /70Z :szc-c Tax Lot 009D,/ T cA-{Ly I -ril-t>4vl:'''Ss' LLc--cl~ sf- 7'17 - '/9VD Phop" S t>/Luv b-fT~-z.A 5.tat~'~'" rf~YoU :~ip 77 'f77 ATTENTION: Ulv8V'<'- the Oregon u""" , .' .,~o "rlnoted by ,_ ~m ~Al \nc'r, lunVH .- ~ 1hOSlj \U'''''''' - 0'" "'roMn rAnter. h QI'<R 852- BACKFLOW PERMIT IS $S2.6S:(iriduiles :P.ooermit ,Fee;(St"iite Surcharge & Administrative Fee) ...------r:: OAR 90Z- ,-vv . : 5 at \nO 'Ule In obtain cOp,e \,on - 0090. You may (Note: the te!ep !' the center. . . NOIII,caW)1\ COlltractor IlIformatioll cat Ing h Oregon Utility \ . numberlor t e. 800-332.2344). /' _ d I _ / Cenr;r IS ~- Contractor ~~ L-~ fc.a.a-e If"- , JLi7) Cit:. Addref" FIII/4' 5/d 64-Ib-rea-r-J.. r;;L". Phonl' ~7Jg-h).!J-- 37(}() x;l-J 7 City <;t..urtOClO/ State OIL Zip 97/YO I-c.i3 Construction Contractors Registration # qg tr3 Expires Co (~O ( 0'" By signing this permitlapplication, I agree to call for an inspection once the backflow prevention devise has been installed and is visible for inspection (726-3769). I also state that all information on this permit/application is correct. rJ(;-/ --7 A ..-'J", ~h' ~ ' 'NQ~v.. /. ,/ Signatvr.. ~~u.. - ,//u.u-e:.". .,"t_l~ ~~ rolt" (cJ (0 ( Or- t,'J..\,It' ~~\'\' Iv ' ~O~\~~~Wt\~ ~~:~;~ i~~~~~~~1;) ~Q~ 'f)"" ~t.u - \':J I't.rf . f\'i~.~~tG~4\t\. Wt~Il.-' - ~ y\:.,I'- CO \~\)'i)1'\ /2- c;- -o.s- t>-~i Date of Application Checked for Delinquencil'< ~Checked for Historical Status .---- Shared Drive (T:)/Building Forms/Backflow Preventionl-03.doc Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: "$ 8,748,982.00 . . Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-37691nspection Line CITY OF ~rt<ll;JGFIELD' SITE ADDRESS: 4865 Main St ASSESSOR'S PARCEL NO.: 1702320000904 Spr TYPE OF WORK: Apartment Building TYPE OF USE: 'New Residential PROJECT DESCRIPTION: 122 Unit assisted living retirement community. Applicant "is Sunwest Management Land Use: Retirement Home, Zoning: HDR Overlay Dist: ~ 'lJ0~'#.. # i!.:eet Trees R~\~~ \f ~1 \CO "01 "O't\~~~~~\S ,,~~~~ fO~ 1~~~O~\~~{), ~ \S_~~~"OO"~ I PI\16HdU'~~~'~TS I ,,,il Owner: Terrv Travess Address: 1495 Cheek Street Springfield OR 97477 Contractor Type Architect General Electrical Landscape Low Voltage Electrical Mechanical Plumbing Sewer i CONTRACTOR INFORMATION. , S '10\.1 10 Contractor \~\IJ le<\\.Ille U\I\,l:Jicense .. go(\ 0 0 ego(\ . '^ PatrIck Blc~r.\o~', Ole cI b'i l\'Ie I sel \011" KDA ct0'it1&uc'tio\l.I_ncWle nose l\.lles ale 952-001' ROBERT---C~~~RON\GE()~GE\Jg\'l Op.,1'\ {\J\(138767 CED~\jI)'~~SC~,p,E-IiNCl '~;?\es 01 In~ ?\'IL5843 CED1\R(j),!\~,p~~~"~!'tiNcl(\ ~ole'. l\'Ie Ie ~,,,c~~843 JET HE~1'IN~ ING ce(\lel. ~ (\ UIM'i ~o 3944 \lh"Q \oIl'" _n..onO 11'34A). CENTERq5INE-~~y,MBlNG'~~_332-" 150051 SITE WORKS~~e(\lel is 1-ll I BUILDING INFORMATION' # of Units: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondary Construction Type: # of Bedrooms: 122 SR-l.1 SR-2.1 V-lhr # of Stories: Height of Structure Type of Heat: Water Type: Range Type: Energy Path: Sprinkled Building: nla I DEVELOPMENT INFORMATION' Front yard Setback: Side I Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: Phone Number: (541) 747-9940 Expiration Date Phone (503) 588-7046 (503) 587-8700 541-980-5144 503-625-3700 503-625-3700 503-363-2334 541-895-5457 503-371-1191 10/14/2006 06/30/2006 06/30/2006 05/31/2007 01/07/2006 3 Lot Size: Sq Ft I st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport Sq Ft Other: Occupant Load: 35,114 41,013 35,325 REQUIRED PARKING Total: Handicapped: Compact: Sidewalk Type: Street Improvements: Storm Sewer Available: Special Instruction: Page 1 of 21 Downspouts/Drains: Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line . . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 Notes: SDC's: Separated Impervious Surface SDC ($35,866.19) into $25,866.19 and $10,000.00 so that I can do a referral SDC payment. WHen issuing permit, All SDC's except the $10,000 Impervious Line item are Deferred. Description Type of Construction Hm for Elderly Pavine V I-Hour Use Bid Amount Fee Description Commercial Plan Check Fire & Life Safety Plan Review -Mechanical Issuance Fee- + 10% Administrative Fee + 7% State Surcharge Additional Driveway Address Assignment Appliance Not Listed Appliance Vent Backtlow Device Boiler/Comp 3-15 HP Building Permit Copy 1st @ 75 cents Dryer Vent Exhaust Hoods Final Site Plan Insp for Occy Fixture Gas Outlets 1-4 Gas Outlets 4+ Not Covered Mechanical Paving Plan Review CommlIndlPublic Plan Review Fire & Life Safety Property Annexed 1979 or Befor Sanitary Sewer - 1st 50 Feet Sanitary Sewer Each Addtll 00' Storm Drainage Impervious Area Storm Sewer - 1st 50 Feet Storm Sewer Each Addtl100' Vent Fan Water Line - 1st 50 Feet Water Line - Each Addtll00' Willamalane Single Family I V ~Iuation DescriDtion I $ Per Sq Ft or multiplier ' $78.50 $1.00 Square Footage or Bid Amount 111,452.00 800,000.00 01/06/2004 01/09/2004 Value Date Calculated $8,748,982.00 $800,000.00 Total Value of Project $9,548,982.00 Fee. P,\IW Amount Paid Date Paid Receipt Number $16,000.17 $8,668.95 $10.00 $3,171.59 $2,775.14 $35.00 $8.00, $90.00 $24.00 $14.00 $66.00 $28,674.90 $9.00 $96.00 $18.00 $110.00 $9,142.00 $4.00 $30.00 $135.00 $2,840.65 $2,638.52 $2,801.01 $-1,801.22 $45.00 $126.00 $10,000.00 $45.00 $84.00 $978.00 $45.00 $28.00 $1,000.00 6/24/02 6/24/02 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 4/7/04 9716 9716 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 2200400000000000328 Paee 2 of21 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line + 10% Administrative Fee + 7% State Surcharge Add, Alter, Extend Circ E_Add Perm Serv/Fdr 1000 amps/volts Perm Serv/Fdr 200 amps or less Perm Serv/Fdr 201 to 400 amps Perm Serv/Fdr 401 to 600 amps Temp Power 201 - 400 amps + 10% Administrative Fee + 7% State Surcharge Low Voltage - Commercial Indus + 10% Administrative Fee + 100/. Administrative Fee + 7% State Surcharge + 7% State Surcharge Backflow Device Irrigation Pump Minimum/Adjustment Plumbing Total Amount Paid . . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01/19/2005 APPLIED: 06/24/2002 EXPIRES: 05/]5/2006 VALUE: $ 8,748,982.00 $606.20 $424.34 $4,101.00 $375.00 $567.00 $825.00 $125.00 $69.00 $18.00 $12.60 $180.00 $4.50 $5.00 $3.15 $3.50 $14.00 $50.00 $31.00 1/19/05 1/19/05 1/19/05 1/19/05 1/19/05 1/19/05 1/19/05 1/19/05 5/16/05 5/16/05 5/16/05 12/6/05 12/6/05 12/6/05 12/6/05 12/6/05 12/6/05 12/6/05 2200500000000000070 2200500000000000070 2200500000000000070 2200500000000000070 2200500000000000070 2200500000000000070 2200500000000000070 2200500000000000070 1200500000000000627 1200500000000000627 1200500000000000627 2200500000000001661 2200500000000001661 2200500000000001661 2200500000000001661 2200500000000001661 2200500000000001661 2200500000000001661 $95,326.00 I PlaD Reviews I Pa2e 3 of 21 -~-;. ~.'''-'.: ~-.; :.. u' ~ , .."...., M. Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line En~ineerin~-C/I/P Eneineerine-CIIIP Fire Department Review . 01119/2005 07124/2002 08/09/2002 01119/2005 . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 Wait PO July 24, 2002 Patrick Bickler LLC KDA Construction (503) 587-8766 FROM: Pam Ownbey DATE: TO: SUBJECT: Sunwest Management Assisted LivinglRetirement Community Joh# 02-00757-01 Your building plans have been reviewed for compliance with the Land Use Decision dated April 11, 2001. There are conflicting drawings of the trash/recycling area drainage. Condition 1 of the Land Use Decision says: "Waste water from the trash receptacle and can wash shall be protected from storm water and go directly into the sanitary system." Sheet A2.4 shows a 2% slope in the trash/recycling area towards the outside and no floor drain. Sheet Cl.l and C2.1 show a drain in the trash/recycling area to ' the sanitary sewer as required. More information is needed about the can wash detail on Sheet A2.4. I, the plate over the orifice water tight? Is the plate secured by a chain or other device so it cannot be removed from the site? Please revise your plans to reflect the above and resubmit. If you have any questions, please call me at 541-736-1028. Pam Ownbey Appr PO OK GRG Plan Review: Underground stub-up for sprinkler system. Job #02-00757-01. Contractor: Omlid and Swinney. Plans appear to meet code requirements. Pa~e 4 of 21 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Fire Department Review Fire Department Review . 04/05/2005 05/27/2005 04/05/2005 05/27/2005 OK OK Paee 5 of21 . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: OS/1S/2006 VALUE: $ 8,748,982.00 GRG Plan Review: Wet and dry sprinkler system submittal for Briarwood/Springfield Assisted Living Facility. Job #02-00757-01. Designer: Sean Fenneran. Contractor: Omlid and Swinney. Submit total area of square feet per system. Sprinkler coverage required in elevator pits. Flexible couplings in top and bottom ' of multi-story building. GRG Submit cut sheets for compressor. Plan Review: Commercial Kitchen Fire Suppression System for 2 ranges. Job #02-00757-01. Contractor: Sanderson Safety. Designer: Mel Franks. Plans appear to meet code requirements. Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Fire Marshal-CIIIP . 01114/2003 OK Page 6 of 21 . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: OS/1512006 VALUE: $ 8,748,982.00 GRG I. Obtain Knox Box application from City of Springfield Deputy Fir. Marshal Gilbert R. Gordon (541-726-2293). Install Knox box on right side of main entrance at 8 feet above finished floor. 2. Hydrants shall be fitted with Storz steamer port fittings. Contact Bart McKee at Springfield Utility Board (541-744-3756) for further information. 3. Second floor core area of atrium (Sheet AJ.7): Need to place another 2-A:10-B:C fire extinguisher in the area of the TV room, game room, and therapy room to bring travel distance to within 75 feet to nearest extinguisher per NFPA 10. 4. Extinguisher for the kitchen area shall be "K" type extinguisher for cooking surfaces. (Regular extinguishers for all other fires) 5. All decorative material within the atrium shall be non-combustible material per OSSC 1103.3.4.2. 6. Provide a cut sheet of the atrium smoke control exhaust fans showing calculations and manufacturer's fan curves (OSSC 905.7.6). 7. Smoke control fans shall be supported and constrained by non-combustible devices. Provide drawings or description on how this requirement will be met. (OSSC 905.7.6) 8. Provide listed Fire Fighter Control Panel meeting requirements of OSSC 905.13. Submit control panel layout in full scale for review and approval by Springfield Fire Marshal's Office. 9. Provide testing, documentation, and methods to be employed prior to acceptance testing of the smoke control system by the required _&.~~Jl,I,,_ iiiI"'"'" ".' \".... ~..I '...."'~," . w.. ...... "", .....,. Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-37691nspection Line . Paee 7 of 21 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE:" $ 8,748,982.00 special inspector or special inspection agency for approval by the Springfield Fire Marshal's Office: Testing shall be performed in the presence of a Deputy Fire Marshal (OSSC 905.15.9). 10. Provide a special inspection report by an Oregon registered engineer upon successful completion of acceptance testing of the smoke control system per OSSC 905.15.10. 11. Prior to granting of a tempora'1 occupancy or certificate of occupancy, rrre department crews shall be trained in the use of the fire fighters control panel. Coordinate with the Training Section of ' Springfield Fire and Life Safety (541-726-4662). 12. Provide fire sprinkler submittal plans for review and approval by th, City "of Springfield Fire Marshal's Office. 13. Provide fire alarm submittal plans for review and approval by th, City of Springfield Fire Marshal's Office. 14. Provide commercial kitchen hood and duct fire suppression system plans for review and approval by the City of Springfield Fire Marshal's Office. 15. Provide special inspection and certification and testing documentation from an Oregon-registered electrical engineer verifying egress lighting meeting the 1 footcandle ,requirement along paths of egress (OSSC 1003.2.9.1). Test shall be completed prior to final occupancy. 16. The emergency generator shall be installed and tested in accordance with NFPA 110. Testing documentation shall conform to NFPA 110 and be provided to the Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Initial Review-CIIIP Planning-C/IJP ReviSed Plan Review - Fir Revised Plan Review - Str Revised Plan Review - Str Revised Plans ReceivedlRo .Structural Review Structural Review Structural-CIIIP . 01/10/2003 11/21/2002 01/1012003 12/16/2002 02/17/2003 06/26/2002 06/2612002 01/15/2003 01/21/2003 01/10/2003 12/16/2002 02112/2003 08/05/2002 Appr Appr APP WE APP WE APP Wait Page 8 of 21 . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: OS/15/2006 VALUE: $ 8,748,982.00 Springfield Fire Marshal's office for approval prior to occupancy. 17. Provide fire and life safety emergency plans, employee duty assignments, and employee training meeting the requirements of Springfield Uniform Fire Code 1303.3.1, 1303.3.4, and 1303.4 for review and approval by City of Springfield Fire Marshal's Office. LH LM GRG TR Review not required of this revision Fed Ex'd 11/22/2002 - Ih. Tom Rogers spoke with Alan at Nicoli Engineering and Alan is working on c1airlfying some questions Tom has on the resubmittal. Fed Ex'd to Tom Rogers 1/13/2003. This submittal included response to Tom Rogers letter dated December 16,2002; Structural plan review response from Nicoli Engineering; and Revised Drawing Sheets S1.13, S1.l4, S1.l5 LLH TR See Attached Documents for Plan Review Letter. Faxed letter to Patrick Bickler 12/16/02 See "Case Notes" regarding energy code requirements for this building complex. dim Fed Ex'd 6/26/02. TR TR Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Structural-CII/P . 08/05/2002 Info Pa2e 9 of 21 . CITY OF SPRINGFIELD.' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: ' 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 LH Faxed Letter from Tom Rogers to Architect Patrick Bickler. Letter included following information: 1) Table 3-1-1 specifies occupancy separations for the SR 1.1 occupanc) per 1-2 requirements. Table 3-B specifies a 2 hr occupancy separation from 1 to A-3 occupancies. If the dry storage and hall adjacent to the kitchen is classified as an A3 occupancy, 2 hr wall and ceiling construction will be required. 2) Smoke barriers are required so that no area exceeds 10,000 sq ft or 16 residents per floor. Specify on the plans the location of J smoke barriers and associated area with number of residents. The separate areas must be provided with self closing, gasketed doors. 3) It appears that door closures have been omitted from teh sleeping room doors as allowed by OSSc. Provided information relating to staff availability for each area where the door closures are omitted. 4) The alarm system, exit lighting and emergency lighting muyst have an auxiliary power supply that will maintain power for a period of 8 hours. Indicate how this will he provided. 5) Table 3-1-lincidates exiting for SR 1.1 occupancies is to be in accoranbce with 12 occupancy requirements. Group I occupa.ncies may not exit through an atrium per OSSC. The second exit from corridor 184 needs to be revised to meet the above criteria. 6) Area separation walls must provide a complete separation between adjoining buildings. See the discussions on pages 54-56 of the UBC Code applications manual. Show how a complete separation is provided as illustrated in the applications manual at grids 29 and M. 7) Please explain why the wainscot shown in detail 3/ A8.6 is 3'111/2" as oppossed to 4' as specified in OSSc. 8) Where is the size (square footage) of the roof vent over the elevator shaft specified? 9) Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line . Paee 10 of21 . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 Provide construction details and specifications for the proposed translucent s"''Ylights. 10) The door entering stair 253 and doors across corridor 252 are labeled as 252. Please clarify. 11) The door into room 30 I is not labeled. Please verify that this is door 301. 12) Door 339 is not listed in the door schedule. Please specify the door type. 13) Doors 358A and 358B appear to have the letter designations switched. Please c1airfy. 14) Special inspection is required as outlined in OSSC. Please complete the enclosed special insepction schedule and obtain the applicahle signatures. Special inspection appears to be required fOl but not limited to: Concrete, . Structural Welding, Epoxy anchors, Atrium smoke control system. STRUCTURAL 1) Please provide information correlating the header calculations with the drawings. For example, header calculations h-l shows a schematic of the exterior header at the mechanical well. Header H-l at grid 21 H on sheet S1.10A is an interior header that doesn't match the span in the calculations. 2) Header calculation h-6 illustrates a 10ft pony wall on top of the header. The calculation sspecify full top chord support. Verify that the header will' have lateral support or provide revised calculations. This apparently not the header at grid 23E on sheet SI.10A. 3) Please clarify where the headers on calculations sheets h-II and h-12 are located on the plans. 4) Calculation sheet h-21 evaluates a header with a 6 foot span. This does not match header h-21 at grid b, sheet sl-IOA. Please clarify. 5). Calculation pages h-21 and h-22 show 500 plf snow load. The snow load duration factor used in the , analysis wouldn't be applicable to the second and third floor headers. Provide revised calculations for review. 6) It appears that the roof Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line . Paee 11 of 21 . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01/19/2005 APPLIED: 06/24/2002 EXPIRES: OS/1 S/2006 VALUE: $ 8,748,982.00 headers at grids B & E, 31-36,N & Q, 7-10, A, 18-21 do not align with the headers below. The lower level headers would include point loads from the headers above. Please review. 7) Beam RB-I in the calculations is a 3-1/8x16-1/2. Beam RB-I in the schedule on sheet SI.I0 is specified as a 3-1/8xI0-1/2 beam. Please clarify. 8) Please clarify the loading for hip beam RB - 3. The loads don't appear to include rafters from each side of the beam. 9) The calculations for RB-4 do not include the reactions from RB-l or RB-3. Provide revised calcuations for review. 10) Provide snow drift loads for the low roof areas. Verify that roof beams RB-6 and RB-7 include the drift loads. Also specify on the plans the drift loads for the truss design at the lower areas. II) The calculations for RB-7 evaluate an 8-3/4 x 19 1/2 beam, wereas the beam schedule shows 6 3/4 beam. Please revise. 12) Floor beam FB-I on sheet SI.8 grid 0, 20-21.5 does nol appear to match the length in the calculations. Beam FB-2 includes a point load, but does not correspond to the reaction from FB-I. Detail 4/s2.4 does not show an inverted , hanger. Please clarify. 13) Calculations for beam FB-2 specify a 24F-V8 glulam, whereas the beam schedule shows grade V4. Beam FB-2 at grid 0, 22-23 appears to be a continuous beam, but does not match the calculations. Please clarify. 14) The calculatiohns for beam BF-4 evalutate 6x12 (with snow load duration). This doesnot match the beam schedule or span for members at the exterior of the walkway. Provide revised calculations for review. 15) Calculations for beam FB-6 have apparently been obmitted. 16) The calcuations for beam FB-7 do not match the beam at the edge of the stair landing on sheet SI.8 for length or exit loading (vs snow load). Please clarify. 17) Please clarify _&P-,_AIN. "'F,l,~~, __; WiL'-b ' '" . -~' ~< " ""', " '--." .,','- -., . Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 54 i -726-3769 Inspection Line . Pa~e 12 of 21 . CITY OF SPRIN\Jl'l~LD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 where beams FB-8 and FB-9 are located. 18) Calculations for the first floor bearing walls evaluate 2x6 studs 12" oc. Wall W2 on sheet A8.; specifies studs 16" oc. Proivde revised calculations or plans for review. Include room partition walh and second floor walls as necessary for the various loading. 19) Please clarify how load combinations from ASCE 7-95 correspond to OSSC. It does not appear that the snow load was included in the analysis of the columns. 20) Calculations for column C-8 use an axial compressive strees of 1300 psi and modulus of elasticity of 1,600,000 psi. This does not correspond to a #2 DF post and timber grade. Provide revised calculations for review. 21) Sheet S1.4 shows column type C-12 at grid 20-KI, sheet S1.4. This column is not listed int eh schedule. Please clarify. 22) Provide schematic drawings with typical or critical columns identified and cumulative loads from teh roof to the foundatior for verification of column and footing loading. 23) The calculations show #4 transverse bars at 18" oc in the continuous footing. Where is this specified on the plans? 24) Please clarify how the moment applied to the top of the steel column at the porte cochere relates to the alteral point load. The bending stress and deflection shown in the analysis do not appear consistent with results form a single point load. 25) Sheet S 1.1 sreferences detail S9/2.1 for the porte cochere footings. This detail has been obmitted. 26) The roof diaphragm calculations specify 5/8" T & G plywood with 10d nails 4" oc. The drawings specify 1/2" sheathing, 8d nails wtihout blocking.' The case 3 loads in the calculations exceed the , unblocked diaphragm capacity. Provide revised plans or calculations for review. 27) Provide specifications for the 7/8" floor sheating showing capacity of an Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line . Pa2e 13 of21 . CITY OF SPRINGFIELD - Building/Combination Permit PERMIT NO: 02-00757-01 ,ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 unblocked diaphragm. 28) The calculations specify h I clips to each truss, whereas not 0 on the drawings specifies h2.5. Please revise. 29) The calcualtions specify L50 connectors for the truss to wall connection. Where is this specified on the plans? 30) The calculations specify 4" embedment for the 5/8" wedge anchors. Drawing note 3 specifies 2-1/2" embedment. Please clarify. 31) It could not be determined how calculation pages 1-11 for shear walls sw 12-b through sw-25 relate to the plans. Provide calculations for all shear walls that correlate with grid numbers and floor levels on the plans. 32) Calculations for the entry steel frame list TS 6x4 and TS 8 x 4 members. It appears from detail 13/s2.9 that TS 4x4x and 6 x 4 members have been used instead of those specified in the analysis. Provide revised calculations for review. 33) Details 12 & I3/S-2.9 reference detail 3/S2.5 for attachment of the 2 x 6 to the tube steel. Please clarify. 34) Provide calcualtions for the moment frame base plates and anchor bolts for review. 35) Provide calculations for the grade beam at the moment frames. 36) Note 2 of the General Foundation notes indicates the soil must have a capacity of 2,000 psf, whereas the structural calcualtions used 2,500 and 3,000 psf for design of the footings. Please clarify. 37) Provide structural calculations for the stair stringers and landings. 38) Provide calculations fur the stair stringers and landings. 39) Sheet S1.4 references detail8/S2.7 at grid K,18. Please clarify. 40) Detail 5/S2.6 has been omitted. Provide a copy for review. 41) Sheet SI.8, grid 16, P.5 shows detail reference 9/S2.2. Should this be 71S2.2? 42) Provide structural calculations for the trash enclosure huilding. MECHANICAL 1) Verify dryer vent piping complies with OMSC or Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line . Pa~e 14 of 21 . CITY OF ~rKINGFIELD . Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 specify how penetrations of the rated construction will be addressed. 2) - Provide calculations for the atrium . smoke control system. Also include specifications for all equipment and components. 3) Please explain how the standby power for the atrium smoke control system meets the requirements of ossc. PLEASE REFER TO ACTUAL LETTER FOR CODE REFERENCE AND ACTUAL LETTER. INFORMATION TYPED ABOV E IS FOR QUICK REFERENCE ONLY.occupancy,2 hr wall and ceiling construction will be required. 2) Smoke barriers are required so that no area exceeds 10,000 sq ft or 16 residents per floor. Specify on the plans the location of smoke barriers and associated area with number of residents. The separate areas must be provided with self closing, gasketed doors. 3) It appears that door closures have been omitted from teh sleeping room doors as allowed by OSSc. Provided information relating to staff availability for each area where the door closures are omitted. 4) The alarm system, exillighting and' emergency lighting muysl have an auxiliary power supply that will maintain power for a period of 8 hours. Indicate how this will be provided. 5) Table 3-1-1 incidates exiting for SR 1.1 occupancies is to be in accoranbce with 12 occupancy requirements. Group I occupancies may not exit through an atrium per OSSC. The second exit from corridor 184 needs to be revised to meet the above criteria. 6) Area separation walls must provide a complete separation between adjoining buildings. See the discussions on pages 54-56 of the UBC Code applications manual. Show how a complete separation is provided as illustrated in the applications manual at grids 29 and M. 7) Please explain why the wainscot shown in detail 3/ A8.6 is -Uw..:":._,. . Ii, -I, ~. Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541.726-3769 Inspection Line . Paee 15 of 21 . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01/19/2005 APPLIED: 06/2412002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 3'11 1/2" as oppossed to 4' as specified in OSSc. 8) Where is the size (square footage) of the roof vent over the elevator shaft specified? 9) Provide construction details and specifications for the proposed translucent skylights. 10) The door entering stair 253 and doors across corridor 252 are labeled as 252. Please clarify. 11) The door into room 301 is not labeled. Please verify that this is door 301. 12) Door 339 is not listed in the door schedule. Please specify the door type. 13) Doors 358A and 358B appear to have the letter designations switched. Please c1airfy. 14) Special inspection is required as outlined in OSSc. Please complete the enclosed special insepction schedule and obtain the applicable signatures. Special inspection appears to be required fOl but not limited to: Concrete, Structural Welding, Epoxy anchors, Atrium smoke control system. STRUCTURAL 1) Please provide information correlating the header calculations with the drawings. For example, header calculations h-I shows a schematic of the exterior header at the mechanical well. Header H-I at grid 21 H on sheet S1.IOA is an interior header that doesn't match the span in the calculations. 2) Header calculation h-6 illustrates a 10 ft pony wall on top of the header. The calculation sspecify full top chord support. Verify that the header will have lateral support or provide revised calculations. This apparently not the header at grid 23E on sheet S1.10A. 3) Please clarify where the headers on calculations sheets h-II and h-12 are located on. the plans. 4) Calculation sheet h-21 evaluates a header with a 6 foot span. This does not match header h-21 at grid b, sheet sl.IOA. Please clarify. 5). Calculation pages h-21 and h-22 show 500 plf snow load. The snow load duration factor used in the Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line . Paee 16 of 21 . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 analysis wouldn't be applicable to the second and third floor headers. Provide revised calculations for review. 6) It appears that the roof headers at grids B & E, 31-36,N & Q, 7-10, A, 18-21 do not align with the headers helow. The lower level headers would include point loads from the headers above. Please review. 7) Beam RB-I in the calculations is a 3-1/8xI6-1/2. Beam RB-l in the schedule on sheet SI.10 is specified as a 3-1/8xl0-1/2 beam. Please clarify. 8) Please clarify the loading for hip beam RB - 3. The loads don't appear to include rafters from each side of the beam. 9) The calculations for RB-4 do not include the reactions from RB-1 or RB-3. Provide revised catenations for review. 10) Provide snow drift loads for the low roof areas. Verify that roof beams RB-6 and RB-7 include the drift loads. Also specify on the plans the drift loads for the truss design at the lower areas. 11) The calculations for RB-7 evaluate an 8-3/4 x 19 1/2 beam, wereas the beam schedule shows 6 3/4 beam. Please revise. 12) Floor beam FB-l on sheet SI.8 grid 0, 20-21.5 does not appear to match the length in the , calculations. Beam FB-2 includes a point load, but does.not correspond to the reaction from FB-1. Detail 4/s2.4 does not show an inverted hanger. Please clarify. 13) Calculations for beam FB-2 specify 8 24F-V8 glulam, whereas the beain schedule shows grade V4. Beam FB-2 at grid 0, 22-23 appears to be a continuous beam, but does not match the calculations. Please clarify. 14) The calculatiohns for beam BF-4 evalutate 6x12 (with snow load duration). This doesnot ' match the beam schedule or span for members at the exterior of the walkway. Provide revised calculations for review. 15) Calculations for beam FB-6 have apparently been obmitted. 16) The calcuations for beam FB-7 do not Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line . Page 170f21 . CITY VI' ~rt<.INGFIELD . Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 match the beam at the edge of the stair landing on sheet S1.S for length or exit loading (vs snow load). Please clarify. 17) Please clarify where beams FB-8 and FB-9 are located. IS) Calculations for the first floor bearing walls evaluate 2x6 studs 12" oc. Wall W2 on sheet A8.; specifies studs 16" DC. Proivde revised calculations or plans for review. Include room partition wall, and second floor walls as necessary . for the various loading. 19) Please clarify how load combinations from ASCE 7-95 correspond to OSSc. It does not appear that the snow load was included in the analysis of the 'columns. 20) Calculations for column C-8 use an axial compressive strees of 1300 psi and modulus of elasticity of 1,600,000 psi. This does not correspond to a #2 DF post and, timber grade. Provide revised calculations for review. 21) Sheet S1.4 shows column type C-12 at grid 20-E.l, sheet S1.4. This column is not listed int eh schedule. Please , clarify. 22) Provide schematic drawings with typical or critical columns identified and cumulative loads from teh roofto the foundatior for verification of column and footing loading. 23) The calculations show #4 transverse bars at 181t DC in the continuous footing. Where is this specified on the plans? 24) Please clarify how the moment applied to the top of the steel column at the porte cochere relates to the alteral point load. The bending stress and deflection shown in the analysis do not appear consistent with results form a single point load. 25) Sheet S1.1 sreferences detail S9/2.1 for the porte cochere footings. This detail has been ohmitted. 26) The roof diaphragm calculations specify 5/S" T & G plywood with IOd nails 4" oc. The drawings specify 112" sheathing, 8d nails wtihout blocking. The case 3 loads in the calculations exceed the unblocked diaphragm capacity. Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769Inspeclion Line . Paee 18 of 21 . CITY OF SPRI~l.t< IJ'..LD . Building/Combination Permit PERMIT NO: 02-00757-01 ISSUED: 01119/2005 APPLIED: 06/2412002 EXPIRES: 05/]5/2006 VALUE: $ 8,748,982.00 Provide revised plans or calculations for review. 27) Provide specifications for the 718" floor sheating showing capacity of an unblocked diaphragm. 28) The calculations specify hI clips to each truss, whereas not 0 on the drawings specifies h2.5. Please revise. 29) The calcuaItions specify L50 connectors for the truss to wall connection. Where is this specified on the plans? 30) The calculations specify 4" embedment for the 5/S" wedge anchors. Drawing note 3 specifies 2-1/2" embedment. Please clarify. 31) It could not be determined how calculation pages 1-11 for shear walls sw 12-b through sw-25 relate to the plans. Provide calculations for all shear walls that correlate with grid numbers and floor levels on the plans. 32) Calculations for the entry steel frame list TS 6x4 and TS 8 x 4 members. It appears from detail 13/s2.9 that TS 4x4x and 6 x 4 members have been used instead of 'those specified in the analysis. Provide revised calculations for review. 33) Details 12 & 13/S-2.9 reference detail 3/S2.5 for attachment of the 2 x 6 to the tube steel. Please clarify. 34) Provide calcualtions for the moment frame base plates and anchor bolts for review. 35) Provide calculations for the grade beam at the moment frames. 36) Note 2 of the General Foundation notes indicates the soil must have a capacity of 2,000 psf, whereas the structural calcualtions used 2,500 and 3,000 psf for design' , of the footings. Please clarify. 37) Provide structural calculations for the stair stringers and landings. 38) Provide calculations for the stair stringers and landings. 39) Sheet S1.4 references detail8/S2.7 at grid K,18. Please clarify. 40) Detail 5/S2.6 has been omitted. Provide a copy for review. 41) Sheet S1.8, grid 16, P.5 shows detail reference 9/S2.2. Should this be 7IS2.2? 42) . . CITY OF ~rt<lI~GFIELD . Building/Combination Permit . PERMIT NO: 02-00757-01 ISSUED: 01/19/2005 APPLIED: 06/24/2002 EXPIRES:. 05/15/2006 VALUE: $ 8,748,982.00 Status: Issued 225 fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769Inspeclion Line SUB Review 01/20/2004 01120/2004 APP DH Provide structural calculations for the trash enclosure building. MECHANICAL 1) Verify dryer vent piping complies with OMSC or specify how penetrations of the rate" construction will be addressed. 2) Provide calculations for the atrium smoke control system. Also include specifications for all equipment and components. 3) Please explain how the standby power for the atrium smoke control system meets the requirements of OSSc. PLEASE REFER TO ACTUAL LETTER FOR CODE REfERENCE AND ACTUAL LETTER. INFORMATION TYPED ABOV E IS FOR QUICK REFERENCE ONLY. Portion of the HV AC fails. The 8800 BTU/hr packaged terminal heat pumps specified do not meet current code requirements for COP of 2.97 (the code forms which were submitted' were the old 1998 forms, they should now use the 2000 forms. Lighting is under review, Envelope passes plan review. UPDATE: Lighting passes plan review 7/9/02. Called architect 2/10/03 to remind him of failed HV AC -. dim Heat pump units now meet minimum code requirements. Mechanical passed energy code review. OK to issue permit. SUB - Comm/lnd ' , 07/08/2002 Deni DH 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. ~ R"nnirerl T,,<n"c~ Ufer Electrical Ground: Install ground rod at footing and call for inspection in conjunction with footing and/or foundation inspection. Footing: After trenches are excavated. SUB Insulation Vapor Barrier: To be called for at the same time as the SUB framing inspection. SUB final: After all required energy inspections have been requested and approved. Underslab Plumbing: Prior to fIlling the trench and including required testing. Rough Plumbing: Prior to cover and including required testing. Page 19 of21 . . CITY OF SPRINGFIELD' Building/Combination Permit Status: Issued PERMIT NO: 02-00757-01 ISSUED: 01/19/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Water Line: Prior to filling trench and including required testing. Sanitary Sewer Line: Prior to filling trench and including required testing. Storm Sewer Line: Prior to filling trench. Final Plumbing: When all plumbing work is complete. Backflow Device: Prior to covering and provide a copy of the test report on site at the time of inspection. Underslab Gas: After line is installed and required testing and capped if not attached to an appliance. Rough Gas: After line is installed and required testing and capped if not attached'to an appliance. Gas Service: After line is installed and line has been connected to a minimum of one appliance including required testing. Presure test done at this point. ' Rough Mechanical: Prior to Cover Final Gas: When all gas work is complete. Final Mechanical: When all mechanical work is complete. SUB Mechanical: Following City Rough Mechanical inspection approval and prior to any cover. Underfloor Gas: After line is installed and required testing and capped if not attached to an appliance. Shower Pan. Prior to covering and including required testing. SUB Plumbing: ,Following City Rough Plumbing inspection approval and prior to cover. SUB Ceiling Grid: Interior Lighting SUB Exterior Lighting Rough Electric: Prior to Cover . Electric Service: Approval required prior to utility company energizing service. Final Electric: When all electrical work is complete. Low Voltage: Prior to cover. Low Voltage: Prior to cover. Backflow Device: Prior to covering and provide a copy of the test report on site at the time of inspection. Foundation: After forms are erected but prior to concrete placement. Slab: To he made after all ins lab building service equipment, conduit piping and other equipment items are in place but prior to concrete. Floor Insulation: Prior to decking. 'Shear Wall Nailing: Before covering sheathing with finish materials. Framing Inspection: Prior to cover and after all rough in inspections have been approved. Wall Insulation: Prior to cover. Ceiling Insulation: Prior to cover. Roofing: Prior to installing any roof covering. Drywall: Prior to taping. Paee 20 of 21 _SL;OFl,UU)~'~ -- , ~-,..III ,.~ -." ~..... .<- . ..~. .-....., .' . . . CITY OF ~rJ(lNGFIELD' Building/Combination Permit Status: Issued PERMIT NO: 02-00757-01 ISSUED: 01/19/2005 APPLIED: 06/24/2002 EXPIRES: 05/15/2006 VALUE: $ 8,748,982.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Firewall: Located and constructed according to plans. Structural Concrete: In excess of 2500 psi. To be done during construction by a State Certified Inspector. Provide results to City Buiding Inspector ' Roof SheathinglNailing: Before covering sheathing with finish material. Epoxy Anchors: To be done hy Certified Spciallnspector. Provide Inspection results to City Building Inspector. Structural Welds: To be done during construction by State Certified Special Inspector. Provide inspection test results to City Building Inspector. Fire Department Sprinkler System: Prior to cover. Hy.dro pressure test, fire line flow test. Fire Department Alarm System: Fire Department Alarm System Acceptance Inspection. This inspection must be requested and approved prior to requesting any occupancy approval. Fire Department Underground Sprinkler System: Prior to cover. Hydro pressure test, fire line flow test. Fire Department Water Supply. Inspection to assure water supply is available on site for construction. This inspection is required prior to any combustible construction. Fire Department Access. Inspection to assure access is available to site for construction project. This inspection is required prior to any c~mbustible construction. Final Fire Department. After all requirements of the Fire Department have been met. Final Building: After all Conditions have been completed as required on Development Agreement. Final Building: After all required inspections have been requested and approved and the building is complete. Rough Grading: After gravel is in place but prior to placing concrete. Final Paving: After paving is complete. By signature, I state and agree, that I have carefully examined the completed 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 the City of Springfield and the Laws ofthe State of Oregon pertaining to the work descrihe!l herein, and that NO OCCUPANCY will be made of any 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 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each 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 ~uring construction. OIL\&,,,,k ') I ~lA,.4.. -h..""'t:' 7 Owner or Contractors Signature 0..-. It "t,rtk-h.- Date J>/g '10/0 -) Paee 21 of 21 '225 Fifth Street . Springfield, Oregon 97477 541-726-3759 Phone Job/Journal Number 02-00757-01 02-00757-01 .02-00757-01 02-00757-01 02-00757-01 02-00757-01 02-00757-01 . u::t.~F1AA,I7,--. ~" . d." Wic.a:- : .. ~ '.,...'~-- -'. MJy of Springfield Official Receipt .velopment Services Department Public Works Department RECEIPT #: 2200500000000001661 Date: 12/06/2005 8:21:33AM Description + 7% State Surcharge + 10% Administrative Fee Irrigation Pump + 7% State Surcharge + 10% Administrative Fee Backflow Device Minimum/Adjustment Plumbing Amount Due ,3.50 5.00 50.00 3.15 4.50 14.00 31.00 $111.15 Item Total: Check Number Authorization Received By Batcb Number Number How Received Payments: Type of Payment Paid By Cljeck 'I . . , . " ) t .' j - , " , " ) ;r;, . ~ j1 12/6/2005 Amount Paid CEDAR LANDSCAPE djb 800562 In Person Payment Total: $111.15 $111.15 Page I of I