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Home My WebLink AboutPermit Building 2013-10-1 SPRINGFIELD - 225 Fifth St Ihr ' ( CITY OF SPRINGFIELD Springfield,OR 97477 as `tOaEGON Phone: 541-726-3753 Building / Residential Permit Inspection Phone: 541-726-3769 • Fax: 541-726-3676 • PERMIT NO: 811-SPR2013-02195 www.springfield-or.gov permitcenterespringfield-or.gov PROJECT STATUS: Issued ISSUED: 10101/2013 EXPIRES: 03/30/2014 STATUS DATE: 10/01/2013 APPLIED: 10/01/2013 SITE ADDRESS: 1858 14TH ST,Springfield,OR 97477 SCOPE: Fire Damage • ASSESOR'S PARCEL NO: 1703252301708 TYPE OF STRUCTURE: Residential • PROJECT DESCRIPTION: Fire repairs OWNER: LANCASTER THOMAS R 8 A M Phone Number: ADDRESS: 100E 11TH STE C EUGENE OR 97401 CONTRACTOR INFORMATION Contractor Type Contractor Name Lic Type Lic No Lic Exp Phone General Contractor EHLERS CONSTRUCTION INC CCB 4231 11/19/2014 541-689-6177 L INSPECTIONS REQUIRED Inspections 1260 Framing Framing Inspection: Prior to cover and after all rough in inspections have been approved. 1420 Insulation Vapor Barrier 1430 Insulation Wall Wall Insulation: Prior to cover. 1440 Insulation Ceiling Ceiling Insulation: Prior to cover. 1540 Gypsum Board/Lath/Drywall Drywall: Prior to taping. Lath/Plaster: To be made after all lathing and gypsum board, interior and exterior are in place, but prior to plastering. 1999 Final Building Final Building: After all required inspections have been requested and approved and the building is complete. 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 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 701.005 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. 6:121--d... tiCi - 14° i ( 3 Owner or Contractor Signature Date ATTENTION: Oregon law requires yoU to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth NOTICE: in OAR 952-001-0010 through OAR 952-001- 0090. You may obtain copies of the rules by THIS PERMIT UNDER HIS PERMIT IS NOT calling the center. (Note: the telephone RUTH number for the Oregon Utility Notification Springfield Bnildin�Uivl'iJIENCED OR IS ABANDONED FOR 10/1/2013 9'55:23AM Center is 1-800-332-P29e 4)of 1 ANY 180 DAY PERIOD. • — , SPRINGFIELD CITY OF SPRINGFIELD) 225 Fifth St TRANSACTION RECEIPT Springfield OR 97477 OREGON 541-726-3753 811-SPR2013-02195 www springfield-or gov 1858 14TH ST perrnitcenter@springfield-or gov RECEIPT NO: 2013002179 RECORD NO: 811-SPR2013-02195 DATE: 10/01/2013 :DESCRIPTION -: k. -, :' ' + . - -C.1 v ''...,...: ::4L1:,..„,,,.A C C OU N T t 0 DEJTRA NS,,CODE , ..., AMOUNT DUE z State of Oregon Surcharge(12%of applicable fees) 821-00000-215004 1099 56.74 Structural Building Permit Fee 224-00000-425602 1002 472.82 Technology fee(5%of permit total) 100-00000-425605 2099 23.64 TOTAL DUE: 553.20 PAYMENT TYPE PAYOR CASHIER:CCARPENTER S. :' ' COMMENTS : ' - ,. AMOUNT PAID Check EHLERS CONSTRUCTION INC 553.20 1902 TOTAL PAID: 553.20 Structural Permit Application DEPARTMENTUSE`ONLY E • • • CITY OF SPRINGFIELD, OREGON permit no S!`�� /9� 225 Fifth Street•Springfield,OR 97477•PH(541)726-3753•FAX(541)726-3689 OREGON /J G( Date/077A,3 This permit is issued under OAR 918-460-0030.Permits expire if work is not started within 180 days of iss e or if work is suspended for 180 days. s, sr LOCAL;GOVERNMENTr,AP„p,ROVA`L "` i"- v"_ ' '� Fly �f "a' 4`" :-._ ,v,�..-.... .r , ��_ .._...�. ::1_ .�.....:��tjam.�._-ci"�EEE SCHEDULE t,;`.*..�� tl_,r=`..`s This project has final land-use approval. .1'iA91uatt9u mf9t799 1 t, _,L, x, Signature: Date: (a)Job description: �/��r/et 7" /er_c This project has DEQ approval. ,� ? Occupancy e J Signature: Date: V45.-Zoning approval verified: ❑Yes ❑No Construction type: Property is within flood plain: ❑Yes ❑No Square feet: 'i= a r.�„a�. „CATEGORY OF.aCONSTRUCTIQNt,M.iL�'tg g Cost per square foot: I •Residential ❑Government ❑Commercial Other information: =�„a" .`�'„j ;IOB�SITE,INFORM.4TION`ANDi LOCATION"s `,''.: ,w Type of Heat: c Job site address: I ic 5 7 I 4- Energy Path: _ City: Ft_A State: 0 ZIP: Cj'7 y-77 ❑new eration ❑addition Subdivision: Lot no: (b)Foundation only permit? C.:Yes ❑No Reference�70 3 15725 Taxlot: C-7-1 1 0 a Total valuation: $4,2 _ ,.. r ,,. iF{z io"`s?s",.'P,ROPERTY}OWNER $?fe ,�".:'af .s;w ;2.Building fees aS `".``_5t`n;5,r,,., a . fife tj$”. +r Name: "'fid DM- S LA hi c1/45-re--- (a)Permit fee(use valuation table): $ L 7 Address: /00 c 117 (b)Investigative fee(equal to[2a]): City:,2x 4_ C,C ! State ZIP: dj� (c)Reinspection($ per hour): Phone: 2 ` 0 64 I> Fax: - - (number of hours x fee per hour) -E-mail: (d)Enter 12%surcharge(.12 x[2a+2b+2c]): $ ‘f&7Y (e)Subtotal of fees above(2a through 2d): $ Building Owner or Owner's agent authorizing this application: t`3 Pian rev e v fees "¢.;s+rr l " .i_" ,;•` a iv, .;S! s . i (a)Plan review(65%x permit fee[2a]): $ Sign here: p�s� ` �'°"�� (b)Fire and life safety(40%x permit fee[2a]): $ ❑This installation is being made on residential or farm property owned by (c)Subtotal of fees above(3a and 3b): $ me or a member of my immediate family,and is exempt from licensing requirements under ORS 701.010. (a)Seismic fee, 1%(.01 x permit fee[2a1): $ „ brit CONTk,4CTORr WSTALLATI,ON-]„ a,INIP„„`EIfI,,,N 64' (b)Technology fee,5%(.05 x permit fee[2a]): $ Z i Business name: .c_l-tlfyp-J 1-00-3ST le)G • zf-'5 TOTAL fees and surcharges(2e+3c+4a+4b): $ Address: [ 5 *Atka 6—a—A ST City: &-J& .zE-. State: 0,e_ ZIP: el yYo2 Phone:6+)- 6459 et-7 7 Fax:5+'/- (4'7 Si 5 5 E-mail: ey&YE4.e2. ENtl;1t 5 teJG tJk:_T • CCB license no.: 1.t-2_ i .,n Print name: t_.'e ( ' L036‘._. & • Signature: 1/' ! / _� gtoo.01MaciS.U13. NTERAPTPRINEORmATIP.Cati101ittl Name CCB License# Phone Number Electrical P-VSS R-oaWS- Plumbing 25 Pwtte,;'J(� Mechanical • MCP ENGINEERING, PC 4222 COMMERCE STREET, SUITE 2J EUGENE, OREGON 97402 (54 1) 393-0782 FAX (541) 393-0783 kevin @kpengineering.biz September 30, 2013 Ehlers Construction 1085 Madera Street Eugene,OR 97402 Attention: Max Hansen Re: Fire Damage Inspection at 1858 N 14111 Street. Springfield. Oregon - Job #kp13067 As you requested, an inspection was performed on September 25, 2013; at the multi-family residence located at 1858 N 14th Street in Springfield. The purpose of the inspection was to examine damage caused by a fire in the east upstairs bedroom of the duplex. The fire occurred in the north unit of the duplex. The existing two-story wood framed-structure has 2x4 at 16" on center exterior walls with T-1-11 sheathing/siding. The roof system is 2x6 rafters at 24"on center with !!"plywood roof sheathing, felt, and asphalt shingles. The ceiling is 2x6 joists at 16" on center. The upper level floor system is 2x8 floor joists at 16" on center with 3/4"plywood decking. The wall and ceiling finishes are gypsum wallboard. See pictures 1-6 on sheets 3 thru 5 of this report to view the general vicinity and extent of damage done by the fire in the upstairs bedroom. At the time of the inspection performed on September 25, 2013 the following observations were made. Prior to the inspection the gypsum wail and ceiling finishes had been removed along with the wall and attic insulation at the entire upper level of the north unit. At the upper level, the units are separated by two parallel walls framed with 2x4 studs at 16" on center. The studs of — each wall are offset and there is a layer of W' fides sound board the fills the gap between the two walls. The wall cavities are also insulated. The roof, ceiling, and upper level floor faming is perpendicular to the interior separation wall between the two halves of the duplex. The gypsum wallboard had also been removed from the walls and ceiling of the garage, which is located below the east bedroom and the upper level bathroom. The main area of damage from the fire occurred in the east upper level bedroom. The fire charred and burnt a hole in the upper level floor decking in the east bedroom (Pictures 3 and 6). The fire also charred at least two of the 2x6 rafters above the closet of the east bedroom(Picture 4). The upper level roof sheathing has been charred in several locations (Picture 4). The T-1-11 sheathing/siding around the window in the east exterior wall has been burnt (Picture 2). A portion of the damaged T-1-11 sheathing/siding on the east gable end above the window had been removed prior to the inspection(Pictures 2 and 5). A few of the flat 2x4's of the attic gable end were burnt by the fire. The roof sheathing and barge rafter at the east gable overhang were damaged as well (Pictures 2 and 5). The window in the east exterior wall of the east bedroom had been completely removed, and the glass was broken out of the window frame in the west exterior wall of the west bedroom. The following repairs should be made to the structure. Remove and replace all charred framing members to match existing. Remove and replace the two burnt 2x6 rafters. Attach each new rafter to the existing exterior wall top plates with a Simpson HI hurricane tie, and to the existing 2x8 ridge board with a LSU26 slopeable hanger. Remove all damaged roof sheathing and replace it with new 1" APA rated plywood roof sheathing attached to all framing members with 8d nails at 6" on center edge and 12" on center field. Remove and replace the burnt 2x6 barge • rafters at the east end of the upper roof. Remove and replace the charred flat 2x4 framing of the east gable end to match existing construction. Remove and replace all burnt T-1-11 exterior sheathing/siding. Attach the new APA rated T-1-I I exterior sheathing/siding to the existing wall and gable end framing with 8d nails at 6" on center edge and 12"on center field. Remove and replace the damaged portions of the floor decking in the east bedroom. Install new 3/a" APA span rated plywood floor decking with 8d common or deformed nails at 6"on center edge and 12" on center field. At the separation wall, install new insulation to match existing and 5/8" Type-X gypsum wallboard with a minimum of 6d coated nails (I 7/8" long, 0.0915" shank, ''A"head) at 7" on center into all framing members. At the ceiling of the upper level and the garage install 5/8" Type-X gypsum wallboard perpendicular to the ceiling framing and attach with 6d coated nails (1 7/8" long minimum) or the equivalent drywall screws at 6" on center into all framing members. Replace the two damaged windows with new windows that comply with second floor egress requirements (ORSC R3I0.1), and have a U-rating of 0.35. Install new R-15 high density batt insulation in all exposed upper level 2x4 exterior wall cavities, new R-38 blown-in or batt insulation in the exposed attic space, and 6"of new rigid insulation equivalent to R-30 in the exposed floor-ceiling framing between the garage and upper level. Replace all other damaged or removed gypsum wallboard to match existing construction. All repairs to the structure are to he in compliance with the 2011 Oregon Residential Specialty Code and 2010 Oregon Energy • Efficiency Specialty Code as adopted by the City of Springfield. I hope this report is adequate for your purposes at this time. Damage not noted above that is discovered during the cleaning, exposing,and repair of the structure should be brought to the attention of KP Engineering, PC. Thank you for this opportunity to be of service. If you have any further questions please do not hesitate to contact me at (541)393-0782. Very truly yours, — 0.cn PROF_ �� F.�GINEF S')� 61631 elf sib —a GREG N \L;` 14, t9g9 °z/ �M. PE-C°P- EXPIRES: 12-31- G� Kevin M. Peterson,PE 2 KP ENGINEERING, PC 4222 COMMERCE STREET, SUITE 2J EUGENE, OREGON 97402 (541) 393-0782 Fax (541) 393-0783 kevin @kpengineering.biz Job #kp13067 Fire Damage Inspection at 1858 N 14th Street, Springfield, Oregon Y--1.:„-4. -� ry < t 1 3 1 > �+ t , a? >.- fir'. .E > Fa Y Sew+, u' `. tY{k ' 7i ', `ri '� Y, (+(;�`Wtg4fi � �, ^4-^ 'b,r 4 1 --t PAM. cam ( + 3I � - r. .+ -u're'a, $# - xs Cal ,14:44,#).:147:11 . Picture 1: This is a picture of the east elevation of the duplex at 1856/1858 N 14th Street. The fire occurred in the north unit of the duplex (1858). Some of the T-1-1 1 exterior sheathing/siding had been removed from the gable end of the attic prior to the inspection. MCme.it , ,a1 7 ' y'� ""�1ay "' .. Vitk ,� N.of 14' y 4, ?, e "'Ti5 >, ffi. i iN 4. a # s - Y y ka- `Y ufir rt t•7' S 4 y� - t +0;+ 3 � r i = f. i F mtibY F}" S tome, ' `vim` ; "` A.,.. ..„ 1-1150%- r s Picture 2: This is a picture showing the charred T-1-1 1 exterior sheathing/siding at the wall and gable end framing. The roof sheathing for the overhang has been completely destroyed in several areas, and the 2x6 barge rafters have been significantly burnt. • 3 MCP ENGINEERING, PC 4222 COMMERCE STREET, SUITE 2J EUGENE, OREGON 97402 (541) 393-0782 FAX (541) 393-0783 kevin @kpengineering.biz Job #kp13067 Fire Damage Inspection at 1858 N 14th Street, Springfield, Oregon s yJ 4, , ', �(j W 5 # P F1dv �' l x n � t zq - Picture 3: This is a picture looking east down the hallway leading into the east bedroom where the majority of the damage occurred. The exterior window had been removed, and there was a hole burnt thru the charred plywood floor decking (See Picture 6). v '.-; +',s as ri r - k max ' t�e� z _y. _ •_%r - ) Y�_�_'. .a:H.t vb r r ' - -u h ,may IC rite . t.'��it Picture 4: This is a picture of two 2x6 rafters above the closet for the east bedroom that were burnt by the fire. The top of the 2x6 ceiling joist(visible at the bottom of the picture) and the plywood roof sheathing were also charred by the fire. 4 KP ENGINEERING, PC 4222 COMMERCE STREET, SUITE 2J EUGENE, OREGON 97402 (541) 393-0782 FAX (541) 393-0783 kevin @kpengineering.hiz Job#kpI3067 Fire Damage Inspection at 1858 N 14`h Street, Springfield, Oregon MY$ yY 11e 1 1 Picture 5: This is a picture looking out the east g able end of the attic space. The overhang roof sheathing and barge ratters were extensively damaged, along with the T-1-l1 exterior sheathing/siding that can still be seen attached to a few of the 2x4 gable end framing members. ^o 4 .!'a (-140 Vci� g , 4 4 f 8 t c t , Ie 2 iEt .`_ ,••F4c £ y.f xtd.{e... f S T'Ss?r � Picture 6: This is a picture of the 2x8 at 16"on center floor framing above the garage. A hole was burnt completely thru the %" plywood floor decking of the east bedroom. The floor joist and blocking were blackened, but no significantly charring was visible. 5