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Home My WebLink AboutPermit Mechanical 2009-9-4 (2) CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2009-01312 ISSUED: 09/04/2009 APPLIED: 09/04/2009 EXPIRES: 04/30/2010 VALVE: . $ 2,000.00 Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line SITE ADDRESS: 3400 FRANKLIN BLVD ASSESSOR'S PARCEL NO.: 1703343200100 Eugene TYPE OF WORK: Mechanical Only TYPE OF USE: New PROJECT DESCRIPTION: Add Gas Line, appliance vent and anchorage Overlay Dist: Total: # Street Trees Rqd: Handicapped: Paved Drive Rqd:, ....c:J~ompact: % of Lot Coverage: . ~ \~ 't't\\. ~1 ' (:~'f\C~~ , d~~'\. ~~ ~~llI~~Q , I PUBL1C-J~~~~~ ~'Op.~\)O~"V ~\l~~t.~Ct.tl, ~~~\OO;Sidewalk Type: , :,' C~'l~&O tljl.'l DownspoutslDrains: . ~ , Owner: Address: SKILLERN INVESTMENTS LIMITED PARTNE PO BOX 714 SPRINGFIELD OR 97477 I CONTRACTOR INFORMA nON , . Contractor Type Mechanical <;:ontractor License FERRELLGAS LP' ., .. \0101244 I BUu"_""tNl!;:;iL.~;fl;=' .I'll'J -'Wm,'~ '~\Ot<\', U'~" ,,0 '0'/ I 'se.le'ii'" .00'- i ";:3'\''iiac\O?\e"l~~tl~gS2 \11 ; \"1'11 IU "ce(\tel~' ~%to~~\e& ;o\{.\c~~~~.oo~-OO 1I~\'f{6\e\ef~ \\,OP-I'\Ou{!\a'/O 'a(! ~\'f~QUI-- 0090. , \he cel\\ ~~tt ~i34A)' ca\l\(\Q \01 \he I ' :oel . . . l\u{!\ cel\\el ~prinkled Building # of Units: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondary Construction Type: # of Bedrooms: , n/a I DEVELOPMENT INFORMATION I Frontyard Setback: Side 1 Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: Street Improvements: , Storm Sewer Available: Special Instruction: ,j Notes: I Valuatio~ DescriDtion I pescription' $ Per Sq Ft or multiplier Square Footage or Bid Amount Type of Construction Paee 1 of 3 Commercial Expiration Date OS/23/2010 Phone 541-688-8155 'LotSize: , Sq Ft 1st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport Sq Ft Other: Occupant Load: REQUIRED PARKING Value Date Calculated " _~!iI~~~,E;I~~ h"~.. . ^"1, '-. ' ." '.,.: _' '<~ 1 ... . -, CITY OF ~rlUN\J1'lJ!,L1J . Status Issued Building/Combination Permit PERMIT NO: COM2009-01312 ISSUED: 09/04/2009 APPLIED: 09/04/2009 EXPIRES: 04/30/2010 VALUE: $ 2,000.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-37691nspection Line Total Value of Project Fp~. P'\ilU $9.48 $3.95 $79.00 $8.04 $3.35 $9.00 $58.00 9/4/09 9/4/09 9/4/09 10/30/09 10/30/09 10/30/09 10/30/09 Receipt Number 1200900000000001029 1200900000000001029 1200900000000001029 1200900000000001218 1200900000000001218 1200900000000001218 1200900000000001218 Fee Description + 12% State Surcharge + 5% Technology Fee 1st Appliance ' ,+ 12% State Surcharge + 5% Technology Fee Appliance Vent Building Permit Amount Paid Date Paid Total Amount Paid $170.82 I Plan Reviews I To Request an inspection call the 24 hour recording at 726-3769. All inspections 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. .Rp~ Rough Gas: After line is installed and required testing and capped if not attached to an appliance. Gas Service: Aner line is installed and line has been connected to a minimum of one applianc,e'including required testing. Presure test done at tbis point. ' .,\. ~ ':, ( ,~,. . Final Gas: Wben all gas work is complete. ~. Rougb Mechanical: Prior to Cover Final Mechanical: When all mechanical work is complete. Epoxy Ancbors: To be done by Certified Spcial Inspector. Provide Inspection results to City Building Inspector. Paee 2 of 3 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; COM2009-01312 ISSUED: 09/04/2009 APPLIED: 09/04/2009 EXPIRES: 04/30/2010 VALUE: $ 2,000.00 By signature, I state and agree, tbat 1 have carefully examined the completed application and do hereby certify that all information hereonis 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'ofthe Community Services Division, Building Safety. , I furtber 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 during construction. g,u~ I n.1h1/A\J~ e Owner or Contractors Signature Paee 3 00 . J/J-U}. Otj Date 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone Job/Journal Number COM2009-0l312 COM2009-0 1312 COM2009-01312 COM2009-01312 Payments: Type of Payment Check cReceintl RECEIPT #: Description 'Appliance Vent Building Permit + 5% Technology Fee + 12% State.8urcharge Paid By TRUELOVE ESPRESSO MACHINEWORKS City of Springfield Official Receipt Development Services Department Public Works Department 1200900000000001218 Date: 10/30/2009 Item Total: Check Number Authorization Received By Batch Number Number How Received djb 148 In Person Payment Total: Page I of I 1:21:54PM Amount Due 9,00 58,00 3,35 8,04 $78.39 Amount Paid $78.39 $78,39 10/30/2009 ocr-?$S009 17:39 FROM:OG ENG '''.'fil~ 5416072955 TO: 7438999 P.1 OW80 Grlve, Elgine8riog P.C. 4257 Barger Drive # 434 ,Eugene.~egon 97402 (541) 501.3430 Fax (541) 607.2955 October 22. 2009 Rally Coffee Roasters 3400 Franklin Blvd Eugene. Oregon 97403 Re 3400 Franklin Blvd EUflene, Orellon Job # 09197 As you requested T perfonned a site inspection on October 21, 2009 at the above noted location, During that inspection f made the following observations ' The proposed roaster is to be supported on an exiting slab The thickness of the slab exceeds 4 inches. The mass of the unit is 1200 #, The unit is 27" x 52" x 69" taU, The front of the unit isrounded, The unit is tapped in four locations for bracket attachment The following is recommended for attachment 10 the slab, I. Use 8 - 3/8 inch anchors epoxied into the slab ).1/2 inches, Allowable shear per anchor is 1085 Pounds each for AJ6 rod, (No special inspection required) 2, Use 1 - 1/8 angle for attachment brackets, (See attached sketch for design) 3. Attach brackets to existing frame with 5/16 bolts, (Existing holes a.~e tapped to receive bolts) Thank you for this opportunity to'be of service, If you have any questions please don't hesitate to call me at (541) 501.3430 Very truly yours Owen GroverP,E, I ElI"IR~ NG- 'Z.o I , . cOW\z-oo 1- 01 sf 2- OCT-22~2009 17:39 FROM:OG ENG -~:;.:~~~~ ...-. - . 5416072955 TO: 7438999 P,2 CLIENT ~\..4 ~ I I ,. \ 0' Owen Grover Engineering P.C. ' 4257 Barger Drive #434 Eugene, OR CJ74U2 (541) 501'::3430. Fax (541) 607-8201 5HEETNO (AlClJlATEn IJV JO" ':i;/IIA-. ~ r Ii 'f' ,.. TO Jo\A1"L.-'1 "3" V ~ .," v~.,.. ~,,~ -,.,e, '-" ---------::->1"-. ~~, I \~r ' ~ - ,.. iT 'r '/I: ?t-f-----<o';---'--L-:t- till'" < ?/ II A. . fiv ~ "~ W \ IY8XIY8;X~11 L A~b "5T~(.... 'Z TOTI\l- 1SA<.~ . ~~~ 11z. S,"illl.t ~~~o ~li~ \' .L e. "- t'1 "'1'1) tIX "'/s ~ ('I\I'o1...-n ~ ,'-.,l\-(' / 14, "T".,. 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