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Home My WebLink AboutPermit Building 2002-9-18 ..... --, SPRINQFlELD ~- 225 Fifth Street Springfield, OR 97477 .. I Job# 02-00797-01 I . Page 1 of 8 TRANS#:Ol-0010655 DATE:SEF' 18 2002 AMT RECD:2 $ 14887.72 CHANGE: CASHIER:061 CITY OF SPRINGFIELD, OREGON COMMERCIAL PERMIT City Of Springfield Community Services Division Building Safety Job Number: 02.00797-01 Office: 726-3759 Inspection Line: 726.3769 Location Of Proposed Site: 6251 Main St Spr Assessors Map#: 17023431 Lot: Block: Addition: Tax Lot #: 04000 Subdivision: + Owner: Address: Adelaida Wullschleger 2708 Saint Lucia Ave Phone Number: " """ City/State/Zip: New 541.338-4976 Eugene, OR 97408 Value: $347,812 Scope Of Work: Four-Plex 2/23/2003 ." '~~'t- "')9/~~f ~~'\ , ~.,T'i\ ~ ~~~ ~~~ .~ .\ - ~ Office Us~~, ~ S'^~~\.~ ~'Qoy..~'V Quad Area: 4CSE Land Use: \\~}b~'Wv~~~~. # Of Buildings: 1 # Of Units: 4 ' Zoning COd8\:~~\c;:,\.~ ~\.~ Occupancy Group: Hotels, Apartment Constr. Type: (VN) Wood Frame Bedrooms: ~ ~~~ \)~ Heat Source: Wall Heat Water Heater: Electric Range: ~'!"c.f''Q~ Sq. Fo~~'!ii~,~~ ~178 r' 0'0 ' \,)...~ \0' v To request an inspection call the 24 hour recording at 726-3769, All inspections requesi~d,b~fore 7.:0(5" ;-\ a.m.,will be made the same working day, inspections requested after 7:00 a,m. \\(W~tl~rua'iiilJtfie40iIo~ing working day. o~ '\ \>1$'0 ~0'iJ ~~ ~-$I ~0 . ~~~~#~.~ R . d I t' r< ^" -'" ^".~ _0 _\S equlre nspec Ions 1';" R' .<'\,- OV' 1:>- .0" .&,\v' f'\ 00 ~'\ >I$'~ '~0 0' ~ I Building ,~' j",'1l' ^,0 ;..,~ c:,o~ .~.~\~..O,... "",.. ,,~rfl.:<O' ('\v.~ ~0 .~"\,., ~, - To be made after excavation but p'rior to. sell(Qg forms:v,~ ~O -..)\S :/,-<!J .Install ground rod at footing, and c!i'IYO'i! inspect~'t,Jnl'cOnjuctioi1'With"footing and/or foundation ir -After trenches are excavated, :O;}'\~~ C?J'?~~ ~ ~c;,0\"O~01..,~ry~ . After forms are erected but prior to c9flCrete:p~cemerit~0 \'iJ ,- - Prior to floor insulation or decking, .. ~c:JC?J\J .J:.~'{)I?/"O' ~,e~ . Prior to decking, c;, ~<!"'O (;0 - Prior to cover. " . Before covering sheathing with finish materials. Contractor Type General Contr Electrical Contr , Mechanical Contr Plumbing ~ontr '0, Site - Verify Ground Rod Footing Foundation Post and Beam Floor Insulation Ceiling Insulation Shear Wall Nailing Four-Plex Contractor Sells Investments & Const 86100 Sells View Drive, Eugene, OR Rose Corporation 89976 Day Ln, Eugene, OR 97402.9415 Dean Heating and Air 4301 Main, Springfield, OR 97478 Kevin Cohen 555 N Danebo space 122, Eugene. OR 97402 Registration # Expiration Date Phone 541.935-2565 54431 9/30/2002 541-686-0905 133733 541.767-0626 13132 Zoning: MDR FloodPlain? 0 Wetlands? 0 Journal numbers 1: 2002-03-0070 2: Comments:Site Plan Review Roofing Framing Drywall Firewall Roof Sheating/Nailing Final Fire Final Site Plan Final Building Temporary Power Underfloor Plumbing Underfloor Drain Rough Plumbing Water Line Sanitary Sewer Line Storm Sewer Line Backflow Device Final Plumbing Underfloor Mechanical Rough Mechanical Final Mechanical CC-Close & Replace Rough Grading Final Paving . . Job# 02~0797~1 I Required Inspections I Buildinll . Prior to installing any roof covering, - Prior to cover. -Prior to taping, . Located and constructed according to plans. - Before covering sheathing with finish material. .When all Fire Department requirements have been met .After all requirements have been met for Minimum Development Standards or from the Develop .When all required inspections have been approved and the building is complete, Page 2 of 8 I Electrical I -Approval required prior to SUB energizing pole, I Plumbinq .Prior to insulation or decking, - Prior to cover or placement of concrete, - Prior to cover. .Prior to filling trench, . Prior to filling trench. . Prior to filling trench. .After device is installed but before backfilling trench, .When all plumbing work is complete. I Mechanical - Prior to insulation or decking. - Prior to cover. -When all mechanical work is complete, I Public Works I -After forms are erected but prior to placement of concrete I Permits w/o Srcha I -After gravel is in place but prior to placing,concete. .After paving is complete, Overlay District: # of Street Trees: Land Use: Apartment 1-4 Units Pave Driveway? 0 3: Planner: Kilti Gale Urban Growth Boundary?D, Glenwood Area? 0 Quantity Of Fill: Supplier: Drainage: Floodway FEMA: Additional Requirements: Required Attachments: Source Locn: Material: Flood Plain FEMA: . Construction Types:(VN) Wood Frame Occupancy Groups: Hotels, Apartments # Of Buildings: 1 ' # Of Bedrooms: 8 Handicap Access? 0 [Area (Sq. Feet) _ Main: 4178 Accessory:590 Fee Commercial Plan Check Additional Plan Check Total Plan Check Building Permit State Surcharge For Building Permit 8% Building Administrative Fee Total Building Minimum Electrical Permit Fee Temporary: 200 Amps or Less State Surcharge - Electrical 8% Admin Fee - Electrical Total Electrical Minimum Plumbing Permit Fee Number of Fixtures State Surcharge - Plumbing Water Service Footage Sanitary Sewer Footage Storm Sewer Footage Backflow Prevention Device 8% Administrative Fee - Plumbing Total Plumbing Hood and Exhaust Minimum Mechanical Permit 8% Administrative Fee. Mechanical Less than 100,000 BTU Vent Fan to One Duct ApplianceVent (Not Covered in Schedule Miscellaneous Mechanical Mechanical Issuance State Surcharge - Mechanical Total Mechanical Curbcut Repair Total Public Works Apartment. Low Rise - Reimbursement I Job# 02-0079Hll I # Of Stories: 2 Current Units: Census Code: Does not apply Total:4768 Paid On Receipt# Plan Check 07/03/2002 9828 09/18/2002 10655 Building 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 Electrical 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 Plumbing 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 Mechanical 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 09/18/2002 10655 Public Works 09/18/2002 10655 System DeveloDment 09/18/2002 10655 . Page 3 of 8 Height (feet): 26 Proposed Units:4 Value/Quantity I 323,242 22 323,242 1 40 , 70 50 160 1 1 10 4 1 4 Fee Amount $840,87 $22.48 $863.35 $1,293,65 $90,56 $103.49 $1,487.70 $.00 $50.00 $3,50 $4,00 $57.50 $,00 $560,00 $52,57 $59,00 $45,00 $73,00 $14.00 $60,08 $863.65 $,00 $,00 $8,64 $12,00 $60,00 $36,00 $,00 $10,00 $7.56 $134.20 $30.00 $30.00 $443,11 . Fee Apartment. Low Rise . Improvement Impervious Surface Area - Storm MWMC Administrative Fee SDC Administrative Fee Miscellaneous MWMC Sanitary Sewer SDC Reimbursement Sanitary Sewer SDC Improvement Total System Development Multifamily. Willamalane Total Willamalane SDC Final Site Plan Insp for Occy Total Planning Address Assignment Paving Total Permits w/o Srchg Large copy - Photocopy Fee Total Deposit/Copies/Mis Grand Total Plan Check Type Checked By Initial Review-C/I/P Lisa Hopper Pam Ownby Engineering-C/I/P Engineering-C/I/P Planning-C/I/P Structural-C/I/P Pam Ownby Liz Miller Tom Rogers Structural-C/IIP Tom Rogers Date Completed 07/08/2002 07/12/2002 08/12/2002 07/23/2002 08/13/2002 Comment TO:Sells Investments and Construction I need the following information to complete my review of the above subject building permit. 1,DYard piping including sewer and storm water systems, 2,DTrash receptacle enclosure and plumbing, Faxed 7/12/02 Kitti Gale Planner Completed initial plan review, Waiting for revised drawings and reply to letter. mailed additional information for refuse enclosure not submitted with original submittal on 7/8 Plan Check Type Structural-C/I/P . Checked By Lisa Hopper Job# 02-00797-01 I Date Completed 08/13/2002 . Page 5 of 8 Comment Preliminary plan review comments from Tom Rogers, See plan file for complete letter and code references. BUilDING/PLANNING 1) Detaill/A3,l specifies floor/ceiling assembly FC-5107, which uses 2xl0 joists in the assembly, Please provide specifications for a ' rated assembly using joists specified on the plans, 2) Provide a copy of the specifications fo rthe wall assembly listed in detaill/A3,l, 3) A one hour occupancy separation is required between the garage and the residence. Specify the rated assembly and door that will be used. 4) Guardrails atthe stair landing and entry deck must be 42" in height. Please revise detaill/A3.2. 5) The eave at the east side of teh building may not project more than 12" from the building and must be of one hour construction, Please revise detaill/A5,2. 6) Please verify that the attic draft stop extends through the overframing and at the wall offset. 7) Provide details for the first floor bath fans demonstrating that the one hour floor/ceiling is not adversely affected, 8) The handrail at the entry must extend 12" beyond the top riser. A second handrail is required from the landing to grad at the outer side of the stairs, Provide revised plans for review. 9) Both first floor units must be constructed as adaptable dwelling units per OSSC. Provide revised plans for review. 10) Doors may not swing into the clear floor space of the bathroom in unit 2, Please revise. 11) I'ndicate on the plans the clear floor space for each fixture and Icoation of future grab bars. Blocking must be provided for future use. 12) Please indicate how underfloor drainage will be handled, 13) The wind load distribution through a flexible diaphragm to the shear wialls is in proportion to the tributary area, not the number of walls, The tributary load to the party wall would be 1/2 the overall load for the front rear direction, Provide revised calcuations for review. 14) Even though the wind load controls the overall force, where gypsum board is used for lateral resistance the seismic loads need to be evaluated. Bypsum board capacity is reduced 50% for seismic loading, Also note the seismic evaluation in the calculations is not in accordance with procedures int he current code. Provide revised calculations for review. 15) Calculation page 8 specifies the garage end wall to be nailed 4" oc. Where is this noted on the plans? 16) Only 2/3 of the dead load of the structure may be used when evaluating overturning forces from wind loads. PRovide revised calculations for review, 17) The plans do not appear to specify the tube columns at the entry cover, detail 1 0/A2,2. Provide details for the shear wall connectoin to the tube, since the tube appears to provide lateral b~acing. at t.he openin~~, .1.8) ,~t does not Plan Check Type Structural-C/I/P Structu ral-C/l/P Fire Marshal.CII/P . Checked By Tom Rogers Tom Rogers AI Gerard Job# 02-00797-01 I Date Completed 08/06/2002 09/16/2002 08/16/2002 . Page 6 of 8 appear that a tooting is provided tor the carrying glulam at the master bedroom of unit #1 other than the pier for the floor framing. Please clarify. 19) Additional posts are needed for the foundation pony wall at the point loads from the second floor support beams. Indicate on the plans all location is requiring additional members. 20) Provide calculations for the stair stringers for review, 21) Provide specifications and shop drawings for the mechanical system showing how each unit wil be served, Fed Ex'd revised plans from Ewell Davenport Building Design to Tom Rogers/lh Plan review - 4plex apartment 4178 sq ft" VN. 1. Provide a fire extinguisher with a rating of 2A-10B:C for each apartment, extinguisher shall be mounted on the wall with handle between 3'and 5' above the finished floor. 2. Address #'s for the building shall be large and clearly visible from Main street (verify with Fire Marshal) 3. Individuaal apartments shall be clearly identified with unit numbers on the front of each unit , . Plan Check Type SUB. Comm/lnd . Checked By Tom Marx Job# 02~0797~1 Date Completed 09/18/2002 . Page 7 of 8 Comment A review of the revised plans and calculations has been compelted. Following is the status of the items from the original plan review letter. BUILDING PLANNING 1) Resolved, 2) Resolved. 3) A one hour occupancy separation is required between the garage and the residence. Specify the rated assembly and door that will be used. Please see note on floor plan, The spearation between the garage and the residence is a one hour separation. The door must be a self closing one hour rated door and 5/8" type x gypsum board is required on each side of the wall to achieve a one hour rating. This will be noted on the plans unless otherwise addressed. 4) Guardrails at the stair landing and entry deck must be 42" in height. Please revise detail1/A3.2 Please see revised detial1/A3,2, The maximum opening size is 4 inches, The space under the rail must als meet this size requirement. This will be noted on the plans unless otherwise addressed, 5) Resolved, 6) Resolved, 7) Resolved. 8) Resolved, 9) Both first floor units must be constructed as adaptable dwelling units per OSSC. Provide revised plans for review. Please see revised first floor plans. The distance from the edge of the ttub to the edge of the lavatory cabinet must be a minimum of 33 inches. This will be noted on the plans unless otherwise addressed. 10) Resolved, 11) Resolved. 12) Resolved, 13) The wind load distribution through a flexible diaphragm to the shear walls is in proportion to the tributary area, not the number of walls. The tributary load to the party wall would be 1/2 thge overall load for the fronVrear direction, Provide revised calcuations for review. Please see calculations and sheet S 1, by others attached. Please clarify how the lateral loads are transferred to the interior shear wall between the garage and master bedroom, the second floor does not extend to this wall. Also clarify how the roof loads are transferred to the second floor shear walls between the units, 14) Resolved, 15) Resolved. 16) Resolved. 17) Resolved, 18) Id does not appear that a footing is provided for the carrying glulam at the master bedroom of unit #1 other than the pier for the floor framing, Please clarify. Please see revised foundation plan. Calculation page 4 shows unit #1 beam @ M Br Carrying beam with a reaction of 5370 pounds at the right end. This beam bears on the wall adjacent to the closet door. Sheet A2.1 does not identify a footing at this location for the beam. Please review and respond. 19) Resolved. 20) Resolved, 21) Provide specifications and shop drawings for the mechanical system showing how each unit wil be served. Please see shop drawings and specifications by others enclosed. Prior to . ..." ~ .. . .. .. .... , . Job# 02-00797-01 I Date Completed . Plan Check Type Checked By Page 8 of 8 installation ot the HVA(; system tor unit one, provide shop drawings that show ducts and fire damper locations. Note that the separation from the garage to the residnece is a one hour separation that will need a fire damper if penetrated, Penetrations of the floor/ceiling assembly will also need protected. SUB - Comm/lnd Don Moore 09/18/2002 Residential path 1 - OK 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 of the State of Oregon pertaining to the work described 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 701.055 will be,used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each dress is readable from the street, that the permit card is located at the front of the property, and the , r~~d:~~ ~~p~s Wi~~ :e site at all times during construction. ~ \ \ ~ \ () ~ _u~ ~