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Home My WebLink AboutPermit Building 2002-11-6 . . 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: 02-00980-01 ISSUED: 11106/2002 APPLIED: 08/14/2002 EXPIRES: 05/06/2003 VALUE: $ 488,005.00 SITE ADDRESS: 630 Main St ASSESSOR'S PARCEL NO.: 1703353108900 Spr TYPE OF Commercial Miscellaneous TYPE OF USE: Remodel Commercial PROJECT DESCRIPTION: Remodel theater building. Phase I, Demolition and reroof, existing structural only. Phase 2, Remainder of structural, interior remodel & marquee extension. Owner: Springfield Renaissance Dev. Address: POBox 155 Springfield OR 97477 Phone Number: (541) 736-0503 I CONTRACTOR INFORMATION I Contractor Type Architect General Role Type Null Owner Contractor Poticha Architects CHAMBERS CONSTRUCTION HOHBACH - LEWIN, INC Springfield Renaissance Dev. License Expiration Date Phone (541) 686-9466 541-349-1701 (541) 736-0503 BUILDING INFORMATION I Vlhr # of Stories: Height of Type of Heat: Water Type: Range Type: Energy Path: Lot Size: Sq Ft 1st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport: Sq Ft Other: Impervious Surface Area: # of Buildings: Primary Occupancy Group: Secondary Occupancy P'rimary Construction Type Secondary Construction # of Bedrooms: A-2.1 SETBACKS Front yard Setback: Side 1 Setback: Side 2 Setback: I DEVELOPMENT INFORMAT,10N'I\li IUI\l,uregor, ,,,II> re4ull"'~ u','" TOIIUW rules adopted REQUrRED'PA~KliN'G , Notilication Center, Those rules are seT 10 Overlay Dlst: , OAR 952-001-0010 illp.Y1.'iJh OAR 952-00 . ' # Street Trees In bt ' Handicapped:, rules u Paved Drive Rqd: 00~~il~~~:a!e~te~~~1~8mPr~~~\~I~~ho~e' % of Lot Coverage: numberforthe Oregon Utility NotlllcaliOn Cenle! i~ 1-Ron-:'\'1'.i-?:ll.4\. Rearyard Setback: Solar Setbacks: IPUBLIC IMPROVEMENTSI Street Storm Sewer Available: Special Instruction: Sidewalk Type: Downspouts/Drains Notes: Not\CE: XPIRE IF 1HE WORK 1HIS PERM\1 ~~~~~ \H\S PERM\1 IS N01 AU1HORIIEDD OD IS ABANDONED FOR COMMENCE n ANY 160 DAY PERIOD. , 1 of 5 I . . . CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: 02-00980-01 ISSUED: 11/06/2002 APPLIED: 08/1412002 EXPIRES: 05/0612003 VALUE: $ 488,005,00 Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line I Valuation Descrintion I Desc ription Bid Amount Type of Construction Use Bid Amonnt $ Per Sq Ft $1.00 Square Footal!e 488,005.00 Value $488,005.00 $488,005.00 Date Calculated 11105/2002 Total Value of Project Fees Paid' Fee Description Amount Paid Date Receipt Num ber Received By Fire & Life Safety Plan Review $806.06 8/14/02 10282 djb Commercial Plan Check $1,309.85 8/14/02 10282 djb + 7% Stale Surcharge $3.15 10/14/02 1200200000000000058 djb + 8% Administrative Fee $3.60 10/14/02 1200200000000000058 djb Additional Plan Check $20.28 10/14/02 1200200000000000058 djb Demolition $45.00 10/14/02 1200200000000000058 djb + 7% State Surcharge $3.50 11/4/02 1200200000000000183 djb + 8% Administrative Fee $4.00 11/4/02 1200200000000000183 djb Temp Power 200 amps or less $50.00 11/4/02 1200200000000000183 djb + 7% State Surcharge $3.15 11/6/02 1200200000000000200 djb + 8% Administrative Fee $3.60 11/6/02 1200200000000000200 djb Miscellaneous Plumbing $45.00 11/6/02 1200200000000000200 djb + 7% Slate Surcharge $128,09 11/6/02 1200200000000000200 djb + 8% Administrative Fee $146.39 1116/02 1200200000000000200 djb Building Permit $1,829,90 11/6/02 1200200000000000200 djb Total Amount $4,401.57 Commercial Plan Check $1,309.85 08/14/2002 10282 Fire & Life Safely Plan Review $806.06 08/14/2002 10282 Total Fees Paid Prior to 9/30/02 $2,115.91 I Plan Reviews I 2 of 5 lIIr~r-T8~J , ' -"\"- '- ......- Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Fire Marshal-CII/P Initial Review-CII!P Structural Review Structural Review Structural-CIIIP . 10/03/2002 10/29/2002 10/2112002 08/15/2002 10/03/2002 10123/2002 APP AG Appr 10 APP Pend 3 of 5 . CITY OF SPRINl> 1<lJ!.LD Building/Combination Permit PERMIT NO: 02-00980-01 ISSUED: 11/0612002 APPLIED: 08/14/2002 EXPIRES: 05/0612003 VALUE: $ 488,005.00 I. Plan Review - Phase I, Demolition, Theater remodel, Occupancy A2.1 I. Fire Department. Standpipes will not be required due to limited combustible load anticipated and limited ceiling height in the performance area. 2. Provide installation, pressure test flush of fire line in accordance with NFP A 24 from the point of public connection forward to the building sprinkler system. 3. Demolition procedures are to be carried out in compliance with teh code requirements as set forth in Article 87 of the Uniform Fire Code as adopted hy the City of Springfield. LH DLM FedEx'd the following to Tom Rogers today I. Response to Plan Review Comments from project engineer, 2. Structural Plan Revisions dated 9/19/02 (w/llxI7 drawings), 3. Supplemnetal Structural Calculations, 4. Geotechnical report. dim Structural modifications only. Fire & Life Safety review is not completed. Fed Ex'd Addendum and structural calculations.lh TR TR Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Structural-CIIIP . 08/26/2002 4 of 5 . CITY OF SPRINGFIELD. Building/Combination Permit PERMIT NO: 02-00980-01 ISSUED: 11106/2002 APPLIED: 08/14/2002 EXPIRES: 05/06/2003 VALUE: $ 488,005.00 Wait TR Preliminary plan review revealed the following in part. See job file for complete letter and code references. I) The occupant load of the stage combined with the seating would resull in an occupant load exceeding 300. The occupancy classification for the building will be a group A Division 2.1. Please make the necessary modifications to the construction documents for this classification. 2) Please specify the distance from the building to the center of the alley, lOess than 10 feet, openings in the wall need to be protected. Due to the construction of the alcove for the exit doors, protection at the exterior wall is not practical. As an equivalent protection, all construction in the alcove must be one hour rated with 3/4 hour doors. 3) Depending on the distance to the center of the alley, parapet construction, or ceiling rating, provisions of the OSSC may need to be addressed. STRUCTURAL I) Calculation page 23 specifies a 5x5x5116 tube. Where is the thickness of the tube specified on the plans? 2) The floor framing plans do not correspond to the structural calculations. Provide revised calculations for review. 3) Calculation page L17 specifies an 18 inch footing for the interior CMU wall, whereas detailll/S5.3 shows 12 inch thickness. Please clarify. 4) Calculation pages L21 and L22 do not use the verticle distribution provisions of OSSC. Provide revised calculations for review. 5) Calculation page W3 specifies 4 inch nail spacing for the subdiphragm, Where is this noted on the plans? 6) Calculation page RI and R2 indicate the existing roof joists would be over stressed approximately 80% with code prescribed snow loads. Due to the change of occupancy classification, these joists need to be upgraded, 7) Deta1l9/S7.1, as c . . CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: 02-00980-01 ISSUED: 11/06/2002 APPLIED: 08/14/2002 EXPIRES: 05/06/2003 VALUE: $ 488,005.00 " Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line referenced on sheet S3.1, elevation line 2.6, appears to have been omitted. Provide a copy for review. 8) Provide a copy of the geotechnical report for 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 Temporary Electric: Approval required prior to Utility Company energizing pole. 2 Footing: After trenches are excavated. 3 Foundation: After forms are erected but prior to concrete placement. 4 Framing Inspection: Prior to cover and after all rough in inspections have been approved. 5 Epoxy Anchors: To be done by Certified Spciallnspector. Provide Inspection resnlls to City Building Inspector. 6 High Strength Bolling: To be done dnring construction by a State Certified Special Inspector. Provide inspection resulls to City Building Inspector. 7 Structural Masonry: To be done during construction by a State Certified Special Inspector. Provide resulls to City Building Inspector. 8 Bolls Installed in Concrete: To be done by a State Certified Special Inspector. Provide inspection test reports to City Building Inspector. 9 Structural Concrete: In excess of 2500 psi. To be done during construction by a State Certified Inspector. Provide resulls to City Buiding Inspector 10 Structural Welds: To be done during construction by State Certified Special Inspector. Provide inspection test resulls to City Building Inspector. II Underfloor Plumbing: Prior to insulation or decking. By signature, I state and agree, that I have carefully examined the completed application and do hereby certity 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 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, BuiWing 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 du,;,-construction. _ ./ / ,/ ~~#'~ 0# or Contractors Signature I/~~ 2- Date 5 of 5 -= t" tJlOO N .. ..., S' ~"Cl N 3 .. ....StJI .. - ~ ''''1 () .., = 0 0 0 0 0 0 .. ;; N'; =; C' :0; - N N N N N N " ~ .. ~ , , , , , , ~ '" - , - I:l" n " 0 0 0 0 0 0 w!!. ,.. " 0 0 0 0 0 0 " .... '-0 '-0 '-0 '-0 '-0 '-0 C -.lQ.00 ... 00 00 00 00 00 00 .. tJI. q = 0 0 0 0 0 0 c '-< , , , , , , !!. \CO'" 8 0 0 0 0 0 0 ":l., '" " Z I:l""'- c c .. 8 c(IQ = c lr '" = .. \C () ... -.l ::c = ~ ~ is: -.l = -.l '-< I:l:I m Gl () + + ~ + + I:l:I c 0 '" 00 00 '" 5, il ;;'!. ;;'!. ~ ;;'!. ;;'!. 0: n Z n !!.. .. 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