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Home My WebLink AboutPermit Building 2007-05-24Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541 -7 26-37 69 I nspection Line Building/Combination Permit PERMIT NO: COM2007-00157ISSUED: 0512412007 APPLIED: 0210112007EXPIRES: 1112412007VALUE: $ 22,395,060.00 F SITE ADDRESS: 230 4th St Springfield TYPE OF WORK: Office ASSESSOR'S PARCEL NO.: 1703353r02400 TYPE OF USE: New Public PROJECT DESCRIPTION: Springfield Justice Center - This permit is valid only for the area of the north side of A Street to the south side ofB Street between Pioneer Parkway East and 4th Street. Owner: Address: Contractor Type General CITY OF SPRINGFIELD 344 NORTH A ST SPRINGFIELD OR 97477 PhoneNumber: 541-726-3672 Contractor JOHN HYLAND CONSTRUCTION INC License 46071 Expiration Date 0711u2008 Phone 541-726-8081 CONTRACTOR INFORMATION # of Units: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondary Construction Type: # of Bedrooms: Frontyard Setback: Side I Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: # of Stories: Height of Structure: Type of Heat: Water Type: Range Type: Energy Path: Sprinkled Building: Overlay Dist: # Street Trees Rqd: Paved Drive Rqd: oh ofLot Coverage: Lot Size: Sq Ft lst Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport Sq Ft Other: Occupant Load: 3 A3 B IB 61,900 3l,317 13,860 nla on util -^ ^ao REQUIRED PARKING Total: Handicapped: Compact: Sidewalk Type: N Efl$T"pouts/Drains: rHiS PEHMII SHALL rXptRE tF THE W0RK AUTHORIZEIJ i]NDER IHIS PERMIT IS NOT ANY 1BO DAY PERIODnumbel lor the Oreg $ Per Sq Ft or multiplier Square Footage or Bid Amount DEVELOPMENT INFORMATION PUBLIC IMPROVEMENTS Description Type of Construction Pase I of5 Value Date Calculated DUtLLrtl\U ll\rLTIIUYIA!lt 1\ I Street Storm Special Notes: Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541 -7 26-37 69 Inspection Line Building/Combination Permit PERMIT NO: COM2007-00157ISSUED: 0512412007 APPLIEDz 0210112007 EXPIRESz 1112412007VALUE: $ 22,395,060.00 Estimate Estimate Fee Description PIan Review Comm/Ind/public Plan Review Fire & Life Safefy Encroachment permit -Mechanical Issuance Fee- + loZ Seismic Fee + l0o/o Administrative Fee + 57o Technology Fee + 80% State Surcharge Addressing Assignment Air Handling Unit 10,000 & Ovr Air Handling Unit Up to 10,000 Building Permit Fire SF Fee - Non-Residential Fixture Furnace - Unit Heater Gas Outlets l-4 Gas Outlets 4+ Miscellaneous Mechanical PIan Review Comm/Ind/public Plan Review Fire & Life Safety Sanitary Sewer - lst 50 Feet Sanitary Sewer - Improvement Sanitary Sewer - Reimbursement Sanitary Sewer Each Addtl 100' SDC MWMC Administration SDC MWMC Improvement SDC MWMC Reimbursement SDC Sanitary/Storm Admin SDC Transpo Admin SDC Transpo Improvement SDC Transpo Reimbursement Storm Sewer - lst 50 Feet Storm Sewer Each Addtl 100, Thermal Unit Vent Fan Water Line - lst 50 Feet Water Line - Each Addtl 100, $1.00 22,395,060.00 Total Value of Project Date Paid $22,395,060.00 $22,395,060.00 05t24t2007 Amount Paid s45,786.42 $28,176.26 $r30.00 $10.00 $734.24 $8,567.53 $3,894.53 s6,231.25 $31.00 $60.00 $32.00 $73,027.65 $7,784.60 $4,284.00 $108.00 $4.00 $6.00 $18.00 $1,681.55 $1,034.80 $45.00 $2,459.91 $3,234.23 $14.00 $10.00 $44,236.5t $4,214.90 $514.90 $4,903.78 $44,199.80 $10,0I9.43 $45.00 $14.00 $594.00 $r74.00 $4s.00 $14.00 2/U07 2n/07 3t2t07 5t24/07 5t24/07 5124/07 5t24/07 5t24/07 5t24/07 5t24/07 5/24t07 st24/07 5/24/07 5/24t07 5t24t07 5/24/07 5t24/07 5t24/07 5/24t07 5t24/07 5/24/07 5t24t07 5/24t07 5t24t07 5/24/07 5/24t07 5/24t07 5/24/07 5/24t07 5/24t07 5/24t07 5t24/07 5t24/07 5/24/07 5t24t07 5/24t07 5/24t07 Receipt Number 22007000000000001s1 2200700000000000151 1200700000000000228 1200700000000000623 r200700000000000623 1200700000000000623 1200700000000000623 r200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 r200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 r 200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 r200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 1200700000000000623 Total Amount paid $296,339.19 Paee 2 of5 hees Pard I Status Issued 225 Fifth Street, Springfield, OR 541-126-3153 Phone 541-726-3676 Fax 541 -7 26-37 69 Inspection Line Building/Combination Permit PERMIT NO: COM2007-00157ISSUED: 0512412007 APPLIED: 02/0112007 EXPIRES: 1112412007VALUE: $ 22,395,060.00 Plan Fire Department Review oz/oz/2007 04/13/2007 App GRG See attached document for Fire Department Plans Review comments.Initial Review Public Works Review Structural Reyiew Structural Review SUB Review SUB Review SUB Review 02t02t2007 0st23t2007 05t23t2007 02/02/2007 02/02/2007 IO LLH 02t09t2007 o2t0s/2007 wE JF. Attached SDC Worksheet. (JHJ) Plans reviewed by Tom Rogers, Rogers Engineering, under contract with the City of Springfield. Dave Puent will deliver plans to Tom Rogers the week of February 5. 2007. JMP left a voice mail at the office of Heery International requesting the missing energy code forms. Steve Graham delivering set of plans to Springfield Utility Board inspections requested before 7:00 7:00 a.m. will be made the following 02t02t2007 05t23t2007 05/23/2007 APP APP APP LLH JHJ DJP To Request an inspection call the 24 a.m. will be made the same working work day. 03n2t2007 02t02/2007 APP JFIO SKG hour recording at 726-3769. All day, inspections requested after sUB Insulation vapor Barrier: To be called for at the same time as the sUB framing inspection.SUB Finar: After arr required erergy inspections have been requested and approved.SUB Plumbing: Forowinc cify Rough prumbing inspection approval and prior to cover.SUB Mechanical: Following City Rough Mechanicar inspection approvar and prior to any cover.SUB Ceiling Grid: Interior Lighting SUB Exterior Lighting fYlTr?H:,tffii:.1?#d: Install ground rod at footing and cau for inspecion in coniun,ion with footing and/or Footing: After trenches are excavated. Foundation: After forms are erected but prior to concrete pracement. ;f3; f,: ff,ilr1'.:T:l;'J.'"'uo building service equipment, conduit piping and other equipmenr items are in Shear wart Na,ing: Before covering sheathing with finish materiars.Framing Inspection: Prior to cover and after arr rough iu inspections have been approved.Roof Sheathing Paee 3 of5 03n2t2007 02/02t2007 F Status Issued 225 Fifth Street, Springfield, OR 541-126-3753 Phone 541-726-3676 Fax 541-7 26-37 69 Inspection Line Building/Combination Permit PERMIT NO: COM2007-00157ISSUED: 0512412007 APPLIEDT 0210112007 EXPIRESz 1112412007VALUE: $ 22,395,060.00 Firewall: Located and constructed according to plans. Lath/Plaster: To be made after all lathing and gypsum board, interior and exterior are in place, but prior toplastering. Structural Concrete In excess of2500 psi. To be done during construction by a State Certilied Inspector.Provide results to City Buiding Inspector Roof sheathing/lr{ailing: Before covering sheathing with finish material. Ceiling Grid: After drywail approval but prior to cover. Epoxy Anchors: To be done by certified Spcial Inspector. Provide Inspection results to City Building Inspector. High Strength Bolting: 'To be done during construction by a State certified special lnspector, provide inspectionresults to City Building lhspector. Fire Department sprinkler System: Prior to cover. Hydro pressure test, fire line flow test. Fire Department Underground Sprinkler system: Prior to cover. Hydro pressure test, fire line flow test.Fire Department Alarm, system: Fire Department Alarm system Acceptance Inspection. This inspection must berequested and approved prior to requesting any occupaucy approval. Fire Department clean Agent System: coordinate inspection with City Fire Marshal,s office Fire Department Kitchen Suppy System: Coordinate inspection with Cify Fire Marshal,s office underslab Prumbing: prior to fi[ing the trench and incruding required testing. Rough Plumbing: prior to cover and including required testing. Water Line: prior to filling trench and including required testing. sanitary Sewer Line: prior to firing trench and incruding required testing. Storm Sewer Line: prior to filling trench. underslab Gas: After line is installed and required testing and capped if not attached to an appriance.underslab Mechanical' Prior to insulation or decking and including required testing. Rough Gas: After line is installed and required testing and capped if not attached to an appriance. fifi,ff.*Ji:;,littuu:lffi:ff|f,ifi"l}f rine has been connected to a minimum orone appriance incruding required Rough Mechanical: prior to Cover Final Gas: When all gas work is complete. Final Mechanical: When all mechanical work is complete. Final Plumbing: When alt plumbing work is complete. Final Buitding: After all required inspections have been requested and approved and the bu,ding is comprete. Paee 4 of 5 Status Issued 225 Fifth Street, Springfield, OR 541-126-3753 Phone 541-726-3676 Fax 541 -7 26-37 69 Inspection Line Owner or Contractors Signature By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that altinformation hereon is true and correct, and I further certify that any and all work performed shall be done in accordance withthe ordinances of the city of Springfield and the Laws of ihe State of oregon pertaining to the work described herein, andthat No OCCUPANCY will be made of any structure without permission or tt. cr-rn,irity su-i.es 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. Ifurther agree to ensure that all required inspections are requested at the proper time, that each address is readable from thestreet' that the permit card is located at thelront of the property, and the approved set of plans will remain on the site at alltimes during construction. Building/C ombination Permit PERMIT NO: COM2007-00157ISSUED: 0512412007 APPLIED: 02/0112007EXPIRESt 1112412007VALUE: $ 22,395,060.00 Z( Z,DD 1 Date Page 5 of5 ffi CITY OF' SPRINGFIf,LD SYSTEMS DEVELOPMENT CHARGE WORKSH!]ET JOURNAL OR JOB NUMBER COM2OOT-00157 Citv of SorinefieldNAME OR COMPAI.TY: LOCATION:230 4th St. MAP &TAxLoTNUMBER: 17 03 35 31 02400 DEVELOPMENTTYPE Justice Center AREA (s.F.):104,578.00 EXSTING DEVELOPED AREA (S.F.): 24,066.00 TOTAL TMPERVIOUS SURFACE (S F.): I. STORM DRAINAGE IMPERVIOUS SQ. FT. A. REIMBURSEMENT COST: NUMBER OF DFU's B. IMPROVEMENTCOST: NUMBER OF DFU,s New (I0l682sg-'Existing (105975sf):No New Impervious Area (NeF (a293sf)) x $ 0.336 PER SF TOTAL STORM DRAINAGE SDC: (see reverse side) 497 x $ 26.03 PER DFU 25Y" 3234.23 497 x $ 19.79 PER DFU 2458.9r ITE: ITE: LOT SrZE (S.F.): 733 733 ,057.43 I 71 $0.00 757o Reduction (Downtown Re-development)TOTAL LOCAL WASTEWATER BLDG AREA TGSF x TRIP RATE x CosT PER ADT x NEW TRIP FACTOR NEW: A. REIMBURSEMENTCOST: 104.58 x 27.92 x g 19.81 pER TRIP x 104.58 x 27.92 x g 87.39 pER TRIP xE)aSTTNGI A. REIMBURSEMENTCOST: -24.07 x 27.92EffibvevmNr cosT--- 0.9 0.9 NTF NTF -24.07 x 27.92 x $ I9.8I PER TRIP $ 87.39 PER TRIP x 0.9 NTF 0.9 NTF x x x $ 10,0 r 9.43 w,199.80 757o Reduction (Downtown NEW: x TOT,AL TRANSPORTATION REIMBI.IRSEMENT SDC: TOTAL TRANSPORTATION IMPROVEIVIENT TOTAL TRANSPORTA'TION $52.35 PER FEU 74.66 $549.44 PER FEU a<o/ 25% x $52.3i PERFEU x $549.44 pER FEU 1 59.86 BASE CHARGE (SI.JBTOTAL ABOVE) $ 103.373.68 TOTAL MWMC REIMBURSEAIENT TOTAL MWMC IMPROVEMENT MWMC ADMINISTRATIVE TOTALMWMCSDC: 1,2,3, & 4) 5% TOTAL SEWER TION FERTOTAL TRANSPORTA .TION ADMINISTRATION SUB'TOTAL (ADD s/23/2007 229,646.59 $1 ,936.91 $e .63 s,693.r4$$22,' $40,077.72 s176,799.D 19.23$9t 3,222.82 $44,n6.st r 0.00 I I 68 $s r4.90 IuG3]EJ,,ro-sE42.:iiCivil Engineer, EIT DATE TOTAL SDC CHARGES I 178 A. REIMBURSEMENTCOST: NUMBER OF FEU,s 104.58B. IMPROVEA{ENTCOST: NUMBEROFFEU,s 104.58E)ilSTNG: A. REIMBURSEMENTCOST: NI]MBER OF FEU,s _24.07 B. IMPROVEMENTCOST: NUMBER OF FEU,s -24.07 MWMC CREDTT rF AppLTcABLE (SEE RE\6- x I I83 I r84 1173 tw4 1054 t 186 Ir87 1 I89 DRAINAGE FD(TURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FXTURES X UNIT EQUIVALENT: DRAINAGE FIXTURE UNITS FOR CALCULATE ONLY THE NETADDITIONAL Springfield Justice Center NUMBER OF EDU'S* 18 30 17 5 94 t2 TOTAL DRAINAGE FXTURE LINITS : DRAINAGE FIXTURE UNITS 8 l5 0 0 36 0 87 t2 82 0 246 0 497 FIXTURES NEW OLD UNIT ALENT FIXTURE TYPE BATHTUB DRINKING FOUNTAIN FLOOR DRAIN, FLOOR SINK INTERCEPTORS FOR GREASE/OIUSOLIDS/ETC. INIERCEPTORS FOR SAND/AUTO WASH/ETC. LALTNDRY TUB CI,OTHES WASHERA,TOP SINK CI,OT}IES WASHER- 3 ORMORE (EA) MOBILE HOME PARK TRAP (I PER TRAILER) RECEPTOR FOR REFRIGERATOR/WATER STATION/ETC' RECEPTOR FOR COMMERCTAL SINK/ DISHWASHER/ETC' SHOWE& SINGLE STALL sHowER, GANG (NUMBEROF HEADS) SINK: COMMERCIAL, RESIDENTIAL KITCHEN SINK: COMIVIERCIAL BAR SINK: WASH BASIN/DOUBLE LAVATORY SINK: SINGLE LAVATORY/RESIDENTIAL BAR J 1 5 J 6 ) J 6 t2 1 3 2 2 J 2 2 I 5 6 3 0 8 8 l3 0 62 0 0 0 0 6 99 6 URINAL, STALT-/WALL TOILET, PUBLIC IN STALT,ATION TOILET, PRIVATE INSTALLATION MISCELLANEOUS: *EDU lsa CREDIT CALCULATION TABLE : IF IMPROVEMENTS OCCURRED YEAR ANNE)(ED toa set at 167 nere pEn $t ,000 VALUE BASED ON ASSESSED VALUE AFTER ANNEXATTON OAiE"iN TABLE' CALCI'ILATE CREDITS SEPARATELY $1.4s $1.25 $ 1.09 $0.92 $0.72 $0.48 $0.28 $0.09 $0.0s $0.00 $0.00 00 x x YEAR ANNE)GD RATE PER $ 1,000 ASSESSED VALUE 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 $5.29 $5.19 $5.12 M.98 $4.80 M-63 $4.40 $4.07 $3.67 $3.22 s2.73 s2.25 .80 1979 or 1980 l98l 1982 1983 I 984 1985 1986 1987 1988 1989 1990 1991 $0.00 $0.00 .00 CREDIT FOR PARCEL OR LAND ONLY IF APPLICABI'E i"o**ourrt*T (tF AFTER ANNE*ATI.N DATE) CREDITTOTAL sinele DFU)s.allons oer dav /T'ifth Street ipringfield, Oregon 97 477 541-126-3159 Phone Qit-, of Springfietd Official Receipt i rloPmentServicesDePartment Public Works DePartment RECEIPT #: DescriPtion Addressing Assignment Sanitary Sewer - Reimbursement Sanitary Sewer - lmProvement SDC TransPo Reimbursement SDC TransPo ImProvement SDC MWMC Reimbursement SDC MWMC lmProvement SDC MWMC Administration SDC Sanitary/Storm Admin SDC TransPo Admin Plan Review Comm/Ind/Public Plan Review Fire & Life SafetY Building Permit Sanitary Sewer - I st 50 Feet Sanitary Sewer Each Addtl 100' Water Line - 1st 50 Feet Water Line - Each Addtl 100' Storm Sewer - lst 50 Feet Storm Sewer Each Addtl 100' Fixture Furnace - Unit Heater Air Handling Unit UP to 10,000 Air Handling Unit 10,000 & Ovr Vent Fan Gas Outlets 1-4 Gas Outlets 4+ Miscellaneous Mechanical ThermalUnit -Mechanical Issuance Fee- Fire SF Fee - Non-Residential + l7o Seismic Fee + 5% TechnologY Fee + 89/o State Surcharge + 10o/o Administrative Fee 1200700000000000623 Date: 0512412001 Item Total: 2zl4z49PM Job/Journal Number coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-001s7 coM2007-00157 coM2007-001s7 coM2007-00157 coM2007-00157 coM2007-001s7 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-001s7 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 coM2007-00157 Amount Due 3l .00 3,234.23 2,458.91 10,019.43 44,199.80 4,214.80 44,236.51 10.00 514.90 4,903.78 I,681 .5 5 1,034.80 73,027.65 45.00 14.00 45.00 r 4.00 45.00 14.00 4,284.00 108.00 32.00 60.00 174.00 4.00 6.00 r 8.00 594.00 r 0.00 7,784.60 734.24 3,894.53 6,231.25 8,567.53 I Payments: Type of Payment INT CHGS Paid By 428-6221 l-8501 58-P5 Received By llh0434 Batch Number Number How Received Amount Paid JUST CTR In Person Payment Total: $222,246.51 g-222,246,51 cReceint I Page I ofl s/24/2007 *FffiES BUILDING SAFER, BETTER STRUCTURES THROUGH TEAMWORK City of Springfield, Development Services, Community Services Division 225 Fifth Street Springfreld,OF-97477 (s41) 726-37s9 8:00 am - 5:00 PM Monday - FridaY SPECIAL INSPECTION PROGT{,AM SPRINGFIELD CITY OF SPRINGT'IELD COMMTINITY SERVICES DTVISIONry ) CITY OF SPRINGFIELD SPECIAL INSPECTION SPECIAL INSPECTIONS AND WHEN THEY'RE RBQUIRED A special inspection is the monitoring of the materials and workmanship which are critical to the integrity of the building structure. Many buildings and structures use specialized materials or methods of construction. This is in addition to the standard inspections perlbrmed by our City inspectors (i.e. tbundations, liaming, plumbing, mechanical, electrical, insulation, sheetrock, tinal, etc. The use of special inspectors is not discretionaty. The Oregon Structural Specialty Code (OSSC) Clrapter t7, Section l70tt-lists the conditions when special inspectors must be used. Generally special inspections include: Glading, excavation, arrd fill; Pilings; Concrete and reinforcing; Structural masonry, wood, or steel; Welding; High strength, slip critical, expansion, or epoxy tension bolting; Single ply rooling; Splay- applied lireproofing; and Smoke control. What is a.spccial inspector and rvho is qualified? A special inspector is a person rvho has been approved by the building official to perlbrm certain types ofinspections. The special inspector is reserved tbr conrplex installations that require highly developed inspection skills, normally a person employed by a private testing laboratory. The special inspector shall be a qualitied person rvho shall demonstrate competence, to the satisfaction of the buildirrg olficial, fol irrspection of the particular type of construction or operatiort requiring special inspection. The ICBO certification is recognized by the building off'rcial as having nret those requirements. The holder of the certification will have satistactorily passed a written examination, an oral interview, and having a review oftheir relevant education and work experience. A list of individLrals will be maintained by the City of Springlield of those persons who have been accepted as special inspectors and in rvhat particular disciplines they lrave been approved. WHAT ARE THE RESPONSIBILITIES OF THE OWNER, ARCHITECT, COMMUNITY SERVICES, SPECIAL INSPECTOR AND CONTRACTOR? The Owner: The orvner, or a Person acting as the owner's agent shall select a qualitied special inspector and employ them to conduct the requiled special inspections. The Archilect: The architect or engineer ofrecord assists tlre orvner with the selection ol'a special inspector. The Architect or engineer shall specily types ofspecial inspections required in the construction documents. Community Services Divisiott: The City reviews the construction documents for compliance with special inspection requirements. The division approves the special inspector and monitors the special inspector and the inspection activities. The Contt'actor.' Irr addition to noti tyirrg tlre Community Sen,ices that the wot'k is leady tbr regular inspections, the contractor shall notiI the special irrspector rvlren work is ready fol special inspection. The Soecial Inspector: The special irrspector obseryes all work for rvhich they are resporxible fbr cornpliance with the approved design drawings and specilications; identities non-confbrnrirrg rvork immediately; provides tirnely inspection reports on a regnlal basis indicating the inspections conducted and test pelformed, lists of any nonconlbrmity and horv they rvere resolved, and any utrautltorized changes by the architect/elrgineer; subnrit disclepancy reports listing unresolved itenrs, parties notified, times and methods; and subnrits a firral signed sunrmary report. If you l.rave further interest in the pt'ogram or would like additional infolmatiorr about special inspections, this office has a copy available ofthe ICBO Special Inspector Program Booklet, rvhich outlines the progranr requirements in nrore conrplete detail. It is tlre responsibility of tlre applicant and their' designated representatives to undelstand when special inspectiotrs are recluired. Betbre a pernrit can be issued, the owner shall complete. sign and submit to the City tbr review arrd approve the special inspection and test agreement and schedule. We encourage the design/contractor teanr and special inspectors to ret'er to Oregon Structural Specialty Code Chapter l7 and revierv the "Special Inspections" section. Ifthere are any questions about the program ol the requirements ofthe special inspection contact the Development Seryices, Community Services Division tbr claritications. SPECIAL INSPECTION A..J TESTING SCTTEDULE Mortas Gmut Mortar x , Mir DccicrWci ghosster Ce-4[-x (b)x(4 Rcinforuing Plccrtctr!I Continuana B$h Plrnt tnrpcct, Iasocot Plasingt,r, Csst4I,t,r, x fc) Pre-Tcor Mix Roinforclrq Placce941- concrqogarniu Concretc Plocqqg- CNt Slrnpk r Sarrylts Comrossion cRADE{q'dX gavA'noN, AND FILL' rr Fill placcrqrel irlpouiodooru{nuoug SoilDsuitY STf,UCTT'NAL 6ItsEI/fYEIJ}ING: Sanplc and el (list spocift mambcCI tch'!v) Shop mlorial iileutification (milt ccrt) -. . -Wolilrpocrion -gshoP-4!--Piild Ultraronicirrpccdoo r ShoP-5-Field HigtstctgthBoling-ShoP- r Fbld lLt25 -{-N' -Xa490 N x McAl dcck wCding iorPc{ion Rcluforcing Stcl rmlding inrpccdon f,elnforciug sted nill cstific*e McFl $rdwddingir4cdioo Cblcrge insct rtdding iosPcslion Monart rerirtiog rlccl trncr ETf,UCf,UtrAI,.IVOOD: Shcar wdl oriliog ircFction Shcrrwrtlraduc Inrpoction of ulut ioilt fab. Sople Ed tGd ooupooloE Slocirl hrycdiol stcrtc ruodrl{@f s tg OO f c frr[rnirary Amcclcrrr(orcouryrrlit!,YdlFirm5) Subrc$mi nrg (nuhr, gou[ ficld wrlt pdus) Plrcomt io4cclimof ruitg ald tclnfrccmat trdmoruy, mrhr, goul, rnd ruinforcilg tbl oatifiorls + x L., I I l t MASONRY +toshAcc@bnnox finalEsrablisb ersde .c,.nilrr& fro ,( -_t_x _r_r IOOEING: Inrulrlioa inrhllelioniR-Vdue'.-toc shiprftornr XTXEPROOBING: PlrDcDGltinryection X DontitYteo :< 'Itidmfir tesb' Iarneclbalcf,inl X APtJss:'DN Cotrbol Vsifiortiotr ltlting $|loKxooNItoI; lrlDmoNAL II{SUCIION$ omER IEST, & IN9IECTION9:Forurcooflotiuv,Alar HrHisfpa, DeyAloL- Note from Build 0ff ic 1: PI e refbr ty Code Section 1705.3(4.3) for additional requirements (copy attached)IPROVII'E STnf,NGTS RXQUIBED BY ABCHMEC.T OB . 5[E SO,OI roA A00lrloui'L IABUI, ET{GINEEN OB CONTIACT DOCIIMENT I.OCATION Otr YALUES AIEO SPELIAL INIPECTION flAOUIRENENTS Ercrctr--Ghm"kitr Comrch'Gunitc. rk) ,(4x(D) CladditrsPost-Tcrit!s RohfurchsTsstt tn.t*Urfion tnsoootoo SPHINGFIELD Engineer or Architect Firrn (Printed) C/a,i A*toaaa, Zn.. City of Springfield Cornmunity Services Division 225 Fifth Street Springfield, OR97477 Teleplrone: (54 l) 726-37 59 Fax: (541)726-3689 Engineer or A rchitect Sigrrature /1?b- Irr *Please refer to note from Building Official on Special Inspection and Testing Schedule. 0ImLDo'l-00\5'1 5 D1 Building Permit #Date SDR\\\CaFITIN o-t\rrf< Project Title 23D {qn S;\REEr Project Address inted) L} OfficialName (Printed) Sp€cirl InspectioD rnd T$ting finished, acknowledg€ nn uhdlrstanding ofth! information by signing b€low, 6nd r.ru.n fiis forN to th. City. AEtrORE A PERMIT CAN BE ISSUED: Thc owncr or owncr's r.pr€,sentativc. on lh€ advicc ofthe rc.sponsibl. Prcjcct Enginoer or Archilect, shallcomplete, siEn, ud submitlo lhe City for rcvi.w md approval this form complcl.d on both lh€ ftont and b.ck. The owner and cen.ml ContraclDr, wh€re applicabl., shall aho acknowledge lh€ following conditions applicable lo Sp.cial lnsp€ction and/or T€sting. L CoDlretor is rcsponsibl. for prop.r notifi.ation for lh. Insp.clion or Tesling of items lisLd. 2. Teslins laboratory shall loke approprialE sampl€s and tsanspon them to iheir labomlory for prop€r .valuation or t€siing . Copi6 ofnll labomrory reporrs snd in3pcctioru arc lo be s.nt to the City by the Tesling Agency. 3. Sp€cial Irup€ction Agency is lo submit names and qu.lifications ofon-sitc Sp.cial Inspectors !o he Ciry for approvat. 4. Sploial Inrp€ctor shall providc inspcclion Eports lo thc building oflicial ofall insp.ction &tivilies. 5. Conbactor is nsponsibl€ !o r icw rh€ City appmv.d plans for addilional insDcction or t sting requir€mcnls thal may b. nol.d. Bf,FORf, A Cf,RTIFICATE OF OCCUPANCY WILL BE ISSUED: ThE Speciallnspection Agency shallsubmitlo lh€ Building Olliciala statemenl that all itcms r€quiring pmvhion$ Tho!. it ms not icsr.d aDd/or iBpectcil shall bc noled in rhe rtatcmdl. TIe rcpon is lo be submitt€d lo lhc City pnor to a Equ$t for final impections. EMENTS e- anle Owner S Gen. Contractor Firm Name (Printed)otl Signature Fo$crnurr /sug ar^.o /*t*t t.C/a r . Coq frtc. Testirrg Laboratory'Namd (Printed)Gt'rgEtrr"t", Rep. Signature Build cial Sign l. Construction materials and systems that are alternatives to materials and systems prescribed by this code. 2. Unusual design applications of materials described in this code. 3. Materials and systems required to be installed in accor- dance with additional manufacturer's instructions that prescribe requirements not contained in this code or in standards referenced by this code. [F] 1704.14 Special inspection for smoke control. Smoke control systems shall be tested by a special inspector. lFl7704.l4.l Testing scope. The test scope shall be as fol- lows: l. During erection of ductwork and prior to concealment for the purposes of leakage testing and recording of device location. 2. Prior to occupancy and after sufficient completion for the purposes ofpressure difference testing, flow mea- surements and detection and control verification. lF) 1704.14.2 Qualifications. Special inspection agencies for smoke control shall have expertise in fire protection engineering, mechanical engineering and certification as air balancers. sEcTroN 1705 STATEMENT OF SPECIAL INSPECTIONS 1705.1 General. Where special inspection or testing is required by Section 1704, lTOi or 1708, the registered design professional in responsible charge shall prepare a statement of special inspections in accordance with Section 1705 for submittal by the permit applicant (see Section 1704.1.1). 1705.2 Content of statement of special inspections. The statement of special inspections shall identify the following; l. The materials, systems, components and work required to have special inspection or testing by the building offi- cial or by the registered design professional responsible for each portion of the work. 2. The type and extent of each special inspection. 3. The type and extent ofeach test. 4. Additional requirements for special inspection or testing for seismic or wind resistance as specified in Section 1705.3, 1705.4, 1707 or 1708. 5. For each type of special inspection. identification as to whether it will be continuous special inspection or peri- odic special inspection. 1705.3 Seismic resistance. The statement of special inspec- tions shall include seismic requirements for structures in Occu- pancy Categories III and IV for the following cases: 1. The seismic-force-resisting systems in structures assigned to Seismic Design Category C, D, E or F in accordance with Section 1613. 2. Designated seismic systems in structures assigned to Seismic Design Category D, E or F. STRI'^TURAL TESTS AND SPECIAL INSPECTIONS 3. The following additional systems and components in I structures assigned to Seismic Design Category C: 3.1. Heating, ventilating and air-conditioning (HVAC) ductwork containing hazardous materi- als and anchorage of such ductwork. 3.2. Piping systems and mechanical units containing flammable, combustible or highly toxic materi- als. 3.3. Anchorage of electrical equipment used for emergency or standby power systems. 4. The following additional systems and components in I strucfures assigned to Seismic Design Category D: 4.1. Systems required for Seismic Design Category C. 4.2. Exteior wall panels and their anchorage. 4.3. Suspended ceiling systems and their anchorage. 4.4. Access floors and their anchorage. 4.5. Steel storage racks and their anchorage, where the importance factor is equal to 1.5 in accor- dance with Section 15.5.3 of ASCE 7. 5. The following additional systems and components in structures assigned to Seismic Design Category E or F: 5. 1. Systems required for Seismic Design Categories C and D. 5.2. Electrical equipment. Exception: Seismic requirements are permitted to be excluded from the statement of special inspections for struc- tures designed and constructed in accordance with the fol- lowing: 1 . The structure consists of light-frame construction; the design spectral response acceleration at short periods, Sp5, &S determined in Section 1613.5.4, does not exceed 0.5g; and the height ofthe structure does not exceed 35 feet (10 668 mm) above grade plane; or 2. The structure is constructed using a reinforced masonry structural system or reinforced concrete structural system; the design spectral response accel- eration at short periods, Srr, as determined in Section 1613.5 .4, does not exceed 0.5g; and the height of the structure does not exceed 25 feet (7620 mm) above grade plane; or 3. The structure is classified as building Occupancy Cat- egory I; and 4. The structure does not have any of the following plan or vertical irregularities: 4. l. Torsional irregularity. 4.2. Nonparallel systems. 4.3. Stiffness irregularity - extreme soft story and soft story. 4.4. Discontinuity in capacity - weak story. 1705.3.1 Seismic requirements in the statement of spe- cial inspections. When Section 1705.3 specifies that seis- ZOOZ ONECOU STRUCTURAL SPEC]ALTY CODE 425 Building Godes Division t ,? worktngvttth uregonmns# ""i.irrrii; Statewi de Code I nterpretatio n No: 2004 OSSC Section 1621.1 and 2007 OSSG (effective on April 1,2007) Section 1613.1. Code Section: Code Edition Date: Question: 2004 OSSC Section 162l.l, 2007 OSSC Section 1613.1, ASCE 7-02 Section9.6.2.6 and ASCE 7-05 Section 13.5.6.2.2 2004 and2007 for OSSC's and 2002 and 2005 for ASCE Standard 7 REVISED: April20,2007 Subject: Construction requirements for Suspended Ceiling Systems. What are the minimum requirements of the Oregon Structural Specialty Code for the construction of suspended ceiling systems? L The following options are available: a. An engineered ceiling system designed for appropriate forces, b. Prescriptive ceiling systems per CISCA standards as provided below, except for ceiling systems in structures classified as Occupancy category III or [V: i. in Seismic Design Category C construction in accordance with CISCA standards for seismic zones 0-2. All of the notes in section IV of this interpretation shall be applicable in addition to the CISCA requtrements. ii. in Seismic Design Categories D through F, construction in accordance with CISCA standard for seismic zones 3 and 4 with modifications as noted in ASCE 7- 02 or ASCE 7-05 standard. All of the notes in sections IV and V of this interpretation shall be applicable in addition to the requirements contained in ASCE 7- 02/05 or ASCE 7-05 und the CISCA standards for Building Codes Division 0 Department of Consumer and Business Services I State of Oregon 1535 Edgewater NW Salem, Oregon I PO Box 14470 Salem, OR 97309-0404 503-378-4133 r TTY 503-373-1358 0 Fax 503-378-2322 0 bcd.oreson.sov In accordance with OAR 91 8-008-01 10, the information contained in this statewide code interpretation is legally binding on any party involved in activities regulated by applicable Oregon law, applicoble Oregon regulations or the state building code. If the information contained in this statewide code interpretation is cited as a basis for a civil infraction, o representalive ofthejurisdiction must cite lhe interpretation numberfound in this document. Answer: Seismic Design Categories D throagh F. c. Effective April l, 2007, (with the adoption of the 2007 OSSC) the following two additional options will be available based upon ASCE 7-05 Sections 13.2.5 and13.2.6: i. Shake table testing of components and their supports, to determine their seismic capacities, in accordance with ICC Acceptance criteria 156. {Section 13.2.5 of the ASCE 7-05.), or ii. Seismic qualification by experience data based on nationally recognized procedures. {Section 13.2.6 of the ASCE 7-05.) il. Northwest Wall & Ceiling Bureau - Technical Bulletin 401 OREGON (NI,VCB TB 401OR): [n structures other than those classified as occupancy category III or fV, suspended ceilings installed in accordance with the prescriptive provisions of NWCB TB 40lOR are deemed to comply with this interpretation. NWCB TB 401OR contains information compiled from the different applicable documents such as ASCE Standard 7-05, IBC 2006, ASTM Standard C635 and CISCA and is available at the following internet address: http ://www. nwcb.org/images/resource_fi les/40 I _OREGON.pdf All of the notes in sections IV and V of this interpretation shall be applicable in uddition to the requirements contained in NIVCB TB 4010R. lil. The Seismic restraintfor suspended ceiling systems in structares classiJied as Occupancy Category III and IV, are required to be designed for the specific project and the anchorage of the ceiling system is required to be periodically special inspected in Seismic Design Categories D, E, and F in accordance with the provisions of the current edition of the Oregon Structural Specialty Code. U. GENERAL NOTES. Thefollowing notes are applicable to sections I and II: a. SPECIALTY CEILINGS. Specialty ceilings, must be installed using an engineered design and may not use the provisions of this interpretation. Specialty ceilings include but are not limited to those: i. Incorporating arched ceilings, curved or curvilinear ceilings or sloped ceilings; or ii. Having no direct connection to the surrounding walls or supports, such as "free floating" or "cloud" ceiling elements. b. TILES. Suspended ceilings installed to this interpretation may use either standard acoustical lay-in ceiling panels, tegular or kerfed ceiling panels. a C. SPREADERBARS. i. Wire ties are deemed equivalent to spreader bars ii. Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. iii. Spreader bars are not required at perimeters where ceiling grid ends are attached to closure angles. d. WIRE GAUGE: The minimum wire size shall be US Steel Wire Gage#12 (0.1055 inch). V. Notes Speci/ic to Design Categories D through F a. Lateral force bracing is required for ceilings over 144 square feet. b. Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force bracing. c. GRID ATTACHMENT: The suspended ceiling grid shall be attached to two adjacent walls. Soffits complying D(ii)(2) are deemed to be equivalent to walls. d. SEISMIC JOINTS i. For ceiling areas exceeding 2,500 square feet, a seismic separation joint shall be provided. The layout and location of seismic separation joints shall be per the designer ofrecord and noted on the plans. ii. In lieu of seismic separation joints, the ceiling may be divided into areas less than 2,500 square feet by the use of partitions or soffits as described below. l. Partitions. Where used, partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. 2. Soffits. Where used, soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and laterally braced to the structure above. iii. Other than partitions and soffits, seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating documentation is provided. iv. The minimum movement that must be accommodated at seismic joints is % of an inch. e. PERIMETER CLIPS: Where substantiating documentation is provided, perimeter clips may be used to satisfy the following requirements: i. 2 inch closure angle ii. Spreader bar requirements f. Sprinkler Heads: Flexible head design that can accommodate I inch free movement in any direction shall be permitted as an -J- alternate to the requirement for 2 inch oversize rings, sleeves or adapters through the ceiling tile. g. "Powder driven shot-in-anchors" when used for seismic application as part of the prescriptive path in Seismic Design Categories D, E, & F shall have an ICC-ES approval for seismic applications and shall require "special inspection" irrespective of the type of "occupancy category" the structure is in. Anchors for kicker wires (splayed wires installed for purposes other than seismic restraint) are exempt from this requirement. As of the issuance of this interpretation, approved load testing values for the use of "powder driven shot-in- anchors" in normal-weight concrete over a metal pan deck have not been established. Until such time as approved load testing values are established, an on-site pull-test of such assemblies is required. The test shall demonstrate that the anchor can support a minimum 250 lbs for not less than 10 seconds and be conducted by an approved testing agency. At a minimum, such testing shall be performed on 5Yo of the total number of wires but no less 5. Test samples shall be selected from dispersed locations. On Site Test Fuilures. In case of pull test failures, the testing agency shall notify the local jurisdiction. An increased level of testing, as described below, shall be conducted. All failed anchors shall be replaced. Incre as ed te sting re q uirem enls. 1. A minimum of 6 anchors in the immediate vicinity of the failed anchor shall be tested. 2. ln the event of any additional failure, all anchors placed on the same day shall be tested. Load testing results are required to be submitted to the local jurisdiction for approval prior to the ceiling grid inspections. h. Expansion, Screw In and Adhesive Anchors The International Codes Counsel - Evaluation Services (ICC-ES) has recently issued new acceptance criteria for the anchors noted above. In order to give manufacturers time to complete the approval process, the Building Codes Division is authorizing the fo llowing grac e periods effective immediately: 1. Expansion anchors: Grace period expires November 30, 2007. In the interim, expansion anchors must comply with the previously issued acceptance criteria "AC0l." After that date, expansion anchors must comply with the new ICC-ES acceptance criteria "AC I 93." 2. Screw anchors: Grace period expires ApriI30,2008. ln the interim, screw anchors must comply with the previously issued acceptance criteria "AC106." After that date, screw -4- Analysis anchors must comply with the new ICC-ES acceptance criteria "AC193." 3. Adhesive anchors: Grace period expires April i0, 2008,11 the interim, adhesive anchors must comply with the previously issued acceptance criteria "AC58." After that date, adhesive anchors must comply with the new ICC-ES acceptance criteria "AC308." Please note that the grace periods referenced above will not be extended. W. Upgrading of Existtng Ceilings; a. Ceilings without Seismic Bracing. Where existing ceilings are without seismic bracing, the ceiling system shall be brought into substantial compliance with current code requirements when 50% or more of the ceiling tile is altered, repaired or replaced as part of a general space alteration, or if all of the ceiling system is removed. Substantial Compliance means installation of the following items where required in new construction; i. lateral force bracing (splayed wires) ii. compression struts iii. slack wires on all light fixtures and air terminals. This requirement does not trigger the need for; i. 2 inch closure angle as specified in section IIii. Seismic separation joints iii. 1 inch movement in all directions around sprinkler pendants These upgrades are not required when: i. removing portions of tiles or panels and/or grid to alter ductwork, sprinkler pipe, etc.ii. portions of a ceiling are removed only to facilitate the installarion of sprinkler piping. b. ceilings without compression struts. where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires, the addition of compression struts will only be required when and where the grid ii replaced, altered, raised or lowered. Building Codes Division staff has obtained clarifications from both the ASCE and cISCA staff regarding the intent of provisions in their respective documents. Both documents intended to allow the prescriptive construction ofsuspended ceilings in accordance with the methodology provided in the appropriate CISCA standard along-with the modifications listed in the ASCE 7document. Richard S. Rogers, Structural program Chief richard.rosers@state.or.us (503)3jg-4472 Contact: -5-