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Home My WebLink AboutPermit Miscellaneous 2010-10-29 .\ .,1 SP~~N~~ !t( t1# ",:t)... OREGON CITY OF SPRINGFIELD Building I Commercial Permit PERMIT NO: 811-SPR2010-00612 IVR Number: 811193865639 www.ci.springfield.or.us PROJECT STATUS: STATUS DATE: Issued .10/29/2010 ISSUED: APPLIED: 10/29/2010 10/29/2010 225 Fifth SI Springfield,OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 permitcenter@cLspringfield.or.us EXPIRES: VALUE: 04/27/2011 $3,000.00 SITE ADDRESS: 417 A ST, Springfield, OR 97477-4607 ASSESOR'S PARCEL NO: 1703353105500 SCOPE: Commercial Miscellaneous WORK INVOLVED: Alteration TYPE OF STRUCTURE: Commercial PROJECT DESCRIPTION: Install siding Phone Number: OWNER: ADDRESS: KIT AND KAREN CHAN FAMILY LLC 2222 MARTIN LUTHER KING JR BLVD EUGENE OR 97401 CONTRACTOR INFORMATION I Contractor Type General Contractor Contractor Name W A STEVENS CONSTRUCTION INC Lie Type CCB # of Units: BUILDING INFORMATION I # of Stories: Height of Structure: Type of Heat: Water Type: Range Type: Hazmat: o # of Bedrooms: Sprinkled Building: Fire Ala rms: Energy Pafh: Electrical Specialty Code Edition: Springfield Fire Code Edition: Mechanical Specialty Code Edition: Municipal I Development Code: Plumbing Specialty Code Edition: Residential Specialty Code Edition: Structural Specialty Code Edition: Lic No 89150 Lie Exp 03111/2011 Phone 541-579-4426 Lot Size:'; Sq Ft 1 st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage: Sq Ft Carport: Sq Ft Other: 0 Occupancy Load: Site Information ~ Engineered Fill: Fill Volume: Flood Hazard Area: Land Hazard Area: Retaining wGlnENTION: Oregon law requires you to Soils Repo.tR~qliifea~S adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010through OAR 952-001- 0090. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is 1-800-332-2344). NOTICE: ' . . THIS PERMIT SHALL EXPIRE IF THE WORK AUTHORIZED UNDER HilS PERMIT IS NOT COMMENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. Springfield Building Permit 10/29/201 2:07:22PM Page 1 of4 www.cLspringfield.or.us CITY OF SPRINGFIELD Building I Commercial Permit PERMIT NO: 811-SPR2010-00612 IVR Number: 811193865639 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 permilcenter@ci,springfield.or.us PROJECT STATUS: STATUS DATE: Issued 10/29/2010 ISSUED: APPLIED: 10/29/2010 10/29/2010 EXPIRES: VALUE: 04/27/2011 $3,000,00 SITE ADDRESS: 417 A ST, Springfield, OR 97477-4607 ASSESOR'S PARCEL NO: - 1703353105500 SCOPE: Commercial Miscellaneous WORK INVOLVED: Alteration TYPE OF STRUCTURE: Commercial PROJECT DESCRIPTION: Install siding Frontyard Setback: Interior Setback: Sideyard Setback: Rearyard Setback: Solar Setback: DEVELOPMENT INFORMATION I Overlay Dist: # Street Trees Reqd: Paved Drive Reqd: % of Lot Coverage: Highest point on structure to north property line: REQUIRED PARKING Total: Handicapped: Compact: , PUBLIC IMPROVEMENTS I Street Improvements: Storm Sewer: Storm Sewer Available: Speciallnstructon: Subdivision Accepted: Notes: Sidewalk Type: DownspoutJDrains: Valuation Description I Description Tvpe of Construction Unit Amount Unit Tvpe Unit Cost Value FEES PAID ~ Descriotion Building Permit Fee Technology fee (5% of permit total) State of Oregon Surcharge (12% of applicable fees) Total Amount Paid Amount Paid $67.75 $3.39 $6.13 $79.27 Date Paid 10/29/2010 10/29/2010 10/29/2010 Receiot # 374748 374748 374748 Springfield Building Permit 10/29/201 2:07:22PM Page 2 of 4 SP~IH..~Flf..~ ~)IA. . ':;1:~ ";~OREGON CITY OF SPRINGFIELD Building I Commercial Permit PERMIT NO: 811-SPR2010-00612 IVR Number: 811193865639 www.ci.springfield.OLUS 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 permitcenter@cLspringfield.or.us PROJECT STATUS: STATUS DATE: Issued 10/29/2010 ISSUED: APPLIED: 10/29/2010 10/29/2010 EXPIRES: VALUE: 04/27/2011 $3,000.00 SITE ADDRESS: '417 A ST, Springfield, OR 97477-4607 ASSESOR'S PARCEL NO: 1703353105500 SCOPE: Commercial Miscellaneous WORK INVOLVED: Alteration TYPE OF STRUCTURE: Commercial PROJECT DESCRIPTION: Install siding Plan Review I DeDartment Application Acceptance Received Due Date ComDleted Result 10/29/2010 10/29/2010 10/29/2010 Over the Counter Reviewer David Bowlsby Electrical Review 10/29/2010 10/29/2010 10/29/2010 Comments: Over the counter permit Not Required David Bowlsby , Plumbing Review 10/29/2010 10/29/2010 10/29/2010 Comments: Over the counter permit Not Required Fire Review 10/29/2010 10/29/2010 10/29/2010 Not Required Comments: Over the counter permit tl~. U;~~~Y~~~~,~; ~,:y~:t::,::~ ~~'~'."~"i)P!~~()1?~:t",18'~:~!~OJ"~, ~:;,~1, O/:9/2Q'1,f';. Comments: Ov~rjt!1e;c.ounter permJt,.,'~oL""" '" w;>~~ y~"'.'t_... :; .-'--,","'i~J;,<'--'"....",," ',',.,-"";,-,.",,,,,"' --'- "'<',y,,~..,:. Ener9Y Code Review 10/29/2010 10/29/2010 10/29/2010 Comments: Over the counter permit "~':,N~t~,~~q'9i!ea,:, "',"c",:'> :,._F\'~i;f;i1h2t:,_ Not Required '; Structural Review 10/29/2010 10/29/2010 10/29/2010 Not Required ,,",-,,,-,,, -- '04, Comments: O.ver the counter permit fBlar-ni~~'<~:~Vi~W' j-.~:;:J:~~tr~~"{1g{~9!2?1?r.~:~ 912~{~O+~ ~,":d)~Oi,2-~l~Q1 ~~ * ~,:..:,;~~\'f'W~g"0!f~~~: ~" ['comments':~ Overthecounte(pernijft'\:~; "1.<:;> :1-",':;["'''''' ,;;, ""--'-"'\'~j:,.-;'~ '" " : ',~_,j.,"'". __ __ '-'__'"_':"_"'__;""'-"___,":",,'~ ,:i,:~'i:ic-:::' ',-,'0';:;.",..:"-"~"'~" David Bowlsby David Bowlsby 04~~''i l?,avid BowlsbXJ 'i'~;; , ,.' .:'~~~~~\~_'-: U [-,-:):4&\ David Bowlsby .--r-'~-YP-."~~J ",.?;- ',:;,~, "f\+,:,~" _: ~". ';",;" ," ';,'- '--, ,- '<-~"" ,'" " David Bowlsby David.BowlsbY'r.~"~"'~.' .;.0 "'::t~~';~'~",~~;Z_]~~_r" - "';::- .,. '] ",c, i" -";,' ~....';:'; "% INSPECTIONS REQUIRED I Inspections 1260 Framing Framing Inspection: Prior to cover and after all rough in inspections have been approved. I' Final Building: After all required inspections have been requested and approved and the building is complete. 'I 1999 Final Building Springfield Building Permit 10/29/201 2:07:22PM Page 3 of4 www.cLspringfield.or.us PROJECT STATUS: STATUS DATE: CITY OF SPRINGFIELD Building I Commercial Permit PERMIT NO: 811-SPR201 O~00612 IVR Number: 811193865639 Issued 10/29/2010 1012912010 10/29/2010 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 permitcenter@ci.springfield.or.us EXPIRES: . VALUE: 0412712011 $3,000,00 ISSUED: APPLIED: SITE ADDRESS: 417 A ST, Springfield, OR 97477-4607 ASSESOR'S PARCl'L NO: 1703353105500 PROJECT DESCRIPTION: SCOPE: Commercial Miscellaneous WORK INVOLVED: Alleralion TYPE OF STRUCTURE: Commercial Install siding 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 or Oregon pertaining to the work described herJin, and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building S'~fety.1 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 during constrUC1iOWod( Owner or Contractor Signature Springfield Building Permit 10/29/201 2:07:22PM Page 4 of 4 www.ci.springfield.or.us TRANSACTION RECEIPT 811-SPR2010-00612 417 A ST CITY OF SPRINGFIELD 225 Fifth 5t Springfield, OR 97477 541-726-3753 permitcenter@cLspringfield.or.us RECEIPT NO: 2010000707 RECORD NO: 811-SPR20 I 0-00612 DATE: 1012912010 LoESeRI PIlON- .', :-~:;",,{J'ji.-h:, ~;:~-}:.l;"J4C_ <_J'J:;:T;5C;';::'2~:;J.6.r.:,G'Q[)NT;':(;J1[)E,_~?;"'/J'Tjil~.MQ.u.li'r DUJ~" "J] Building Permit Fee 224-00000-425602 $67.75 Technology fee (5% of permit total) 100-00000-425605 $3.39 State of Oregon Surcharge (12% of applicable fees) 821-00000-215004 $8.13 TOTAL DUE: $79.27 l::'Ee.;:(MI::~.f~T,(Ii.~1:1.i.,F'~YOR.'i_.:CASHIER;~~Y;C:::C0MMEN:r-S' i . J.;" . '. ". :fj'-"j',; ....o.:.:"'AMQ.UNLP.AID.-:' _.__0.1 Credit Card 04594d W A STEVENS CONSTRUCTION INC $79.27 $79.27 PRO-PAN,EL II@ CONDENSED TECHNICA.L REFERENCE ~. 36" Coverage -- 5/S" I Ie / / 1--9" I , Anti'-SiPhon Groove-\ I I \ 'L31/'''+23/.''~ ARCHiTECtt~L ,'". .....,.-. -(.;:-;, COMMERCIAL PANElfRI , . ,,itl .",~.,. "':Jl$:: "''if'' . :<bIRECYI FASTENE):!' ":,;_-\~:\If :.-G:!" ;---, 36....,/1 . .' h,'.'.} COVERAGE $?' .,.....:.'.f. .' ":' . ,,'1<;' MINIMUMJil' SLOPE j'f " f.fu' . 3:1. 2...:.'ii? ..~f' .Av' o ~w/'" OPEN j::RAMIN~bR SOLID SUBSTRATE A? .if/ ~_:::':"-' " ~. VPANEI..:\bVERVIEW"" ~ Finishes: MS Colorfast45" and Acrylic Coated Galvalume" ~ Gauges: 26ga and 29ga standard ~ 36" panel coverage, '/," rib height ~ Trapezoidal ribs on 9" centers ~ Applies over open framing or solid substrate ~ Exposed fastener, low profile panel ~ Minimum roof slope 3: 12 ". TESTING.,:" ~ UL 2218, Class 4 Impact Resistance ~ UL 790, Class A Fire Resistance Rating .... ....."AA r.'1_-:..J_ ..._____._l.llO'.....l..... metal sales manulllcturlngcorporaUon -~- ..-.z PRO-PANEL II@ ~~ArrAcHMENT,DETAiLl%;:c;~ . ,"~!,,,,,,,,,,:'~'.'-,~-, '''7'-'''-''",,<',", .....~."';,_"'>Ii.,.,,.",...,-^-',"{.,'- Pro.Panelll1il -. \ \ , '- ,- 114"-14 X 1/8" Stitch Screw i / /- #9-15Woodscrew / I .8 / ~ i ;;: ~ \ ~. L i__ ' Anti-Siphon ._ Groove ~ ;(ZFASTENING"!PAITERi'f"t;;:;, .'1'~,",.:,~~<.,~,;"..",~., .,."",.,_",'.,."...,'",' '" .,_._.,,< _. ,'" r 1/4"-14 X 7/a" Stitch Screw T t T T j ! ; i I~: ,,: ~ - . , /#9~15 Woodscrew I l T I r-.. " f r l ! I I :~ . L r I SECTION PROPERTIES Width Yield Weight Top in Compression Bottom in Compression Ga. (in.) KSI PSF Ixx Sxx Ixx Sxx In41ft In'lft In'lft In'/ft 29 36' 80 0.71 0.0087 0.0134 0.0053 0.0137 26 36' 80 0.87 0.0087 0.0179 0.0067 0.0168 CONDENSED ., trEC~NICA.L REFERENCE GENERAL INFORMATION ALLOWABLE UNIFORM LIVE LOADS PSF (3 or More Equal Spans) , Inward (Gravity I Deftecllon) Outward Uplift (Stress) Load Load l' 1.5' 2' 2.5' 3' 3.5' l' 1.5' 2' 2.5' 3' 3,5' 89 59 41 28 19 10 87 57 40 28 19 10 112 74 52 35 23 12 115 76 54 35 23 12 I. Theoretical section properties have been calculated per AISI 2001 "Specification for the Design of Cold-formed Steel Structural Members." lxx and Sxx are effective section properties for deflection and bending. 'I 2. Allowable load is calculated in accordance with AISI 2001 specifications considiering bending, sheer, combined bending and shear and deflection. Allowable load considers the worst case of 3 or 4 equal span consitions, Allowable load does not address web crippling or fastener/support connection and panel weight is not considered. 3. Deflection consideration is limited by a maximum deflection ratio ofLll80 of span: 4. Allowable loads do not include a 1/3 stress increase in uplift. metal sales manufacturing corporation Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont, CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rooers. MN 180m 328-9316 .....~=" , , --.~ Jefferson, OH (800) 321-5833 Rack Island, IL (800) 747-1206 Sellersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwlgsburg, PA (800) 544-2577 Indeoendence. MO 180m 747-0012 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7640 Detroit Lakes, MN (888) 594,1394 Mocksville, NC (800) 228-6119 TAP CoN 6LD~+< -ftr0C2~ \ \).,. 1--j/1 ~ Y I 0/ C1- Partition Studs ( DS-25, DS-22, DS-20, SS-25, SS-22 and SS-20) Partition Steel Framing Comp'onents f$ Furring Channel (FHC-25 and FHC-20) CEMCQ'S Partition Studs are roll formed "C" shaped sections manufactured in eight widths: 1-5/8",2-1/2",3-1/2",3-5/8",4",5-1/2",6" and 8". Manufactured from 25, 22 and 20 gauge hot dipped galvanized steel. The web has utility punch-out spaced 24 inches qn center. CEMCQ'S Fun'ing Channel(Hat Channel) is roll formed from 25 and ~O gauge hot dipped galvanized steel with a mi'nimum yield point of 33,000 PSI. The hat shapped channel.provides 7/8" of furring and a 1-3/8" knurled surface for attachment. The 25 gauge has flanges that are hemmed to provide extra stiffness and ease of handling. ,~ Partition Tracks (SDTL-22, SDTL-20, DLT-25, DLT-22 and DLT-20, ) Partition Track (CST-25 Hemmed) CEMCQ'S Partition Tracks are roll formed "U" shaped sections in eight widths: 1-5/8",2- 1/2",3-1/2",3-5/8",4",5-1/2",6" and 8". Mannfactured from 25,22 and 20 gange hot dipped galvanized steel, with 1-114" or 1-1/2" legs bent inward to provide a clamping force when studs are inserted. The 25 gauge] - ]14" track sections have hemmed flanges that are hemmed to the outside to provide belleI' friction fit for studs. lA,' ~r;~ Materials: CEMCO's Partition Steel Framing sections are manufactured from hot "Prime" dipped galvanized steel conforming to ASTM A924, with a minimum yield point of 33,000 PSI 41 .. ",,::.:-"';-.,-.,,:.', ,:,~""""""",,-~..~,,"'?',: ""'~"', ,,-,. '"', oc"-"Y';:'rr;,r.. ,,';;~,-;r"'I'~~ - -""""'~'-"""~-"" - '.'- '-'r'-"'---"';~i,""",,L~ ,.~ ;'~~-"';'~::- .Z;k;;~:;h}':.!:~\'-I;/-;.",~~:t11.:..:'-~:;;"i.\'."'" 4',:;A" ."' ',' ~"" "-, '-"-':;::::?,::',-,~5SJ.s,:~,:-7"'/'~,':<~:.l1t:S:~ "