Loading...
HomeMy WebLinkAboutBuilding Application 2014-4-16 lc Structural Permit Application SPRINGFIELD DEPARTMENT.USE ONLY Cl pOF � GFEHD, OREGON N Permit no.: .}f I 9/ OREGON 225 Fifth ned o97 . ( I (5 41)726-3669 Date: This permit is issued under OAR 918-460-0030.Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. _ LOCAL,GOVERNMENTI APP,ROVAL. Plumbing This project has final land-use approval. , Signature: Date: Mechanical This project has DEQ approval. Signature: Date: Zoningapprovalverified: ❑Yes ❑No ! _-_ _-.- ,FEE SCHEDULE Property is within flood plain: ❑Yes ❑No 7LValhation tnformatiou, CATEGO_RY ._ tCONSTRUCTI__ __ _ (a)Job description: ' / 2c7'n7/L -_esidential I ❑Government ❑Commercial Occupancy a�-1 = I_m _ ✓,3• . _ __ JOB; SITE;INFiORMATION�'AND;LOCATION) __ Construction type: Job site address: j51(2/O i m/c. /o ,O Square feet: City: ,S pr;,.e 4a/a State: O.e ZIP: 77WD Cost per square foot: Subdivision: � Lot no.: Other information: Reference_,9(73 SYtz Taxlot: ZGdil Type of Heat: _ _ _ _PROPERT,Y_OWNER._ -- - —--- - --— Energy Path: Name: is//�,/[4r ❑new ❑addition SI'. ❑dr ration Address: /� U /17t /p 2ec,o (b)Foundation-only permit?. ❑Yes ❑No , City: �S'- .€rny'6 a State:OR ZIP: 17Q'eO `�/ d Total valuation: $ Phone: 5W 9%2-777 Fax: N/A- (2?_.Build in`g;fees,___ _ Y' E-mail: / t (a)Permit fee(use valuation table): $ /hQ S Building Owner or Owner's agent auth rizing this application: (b)Investigative fee(equal to[2a]): $ (c)Reinspection(S per hour): $ (number of hours x fee per hour) Sign here: - 2 (d)Enter 12%surcharge(.12 x[2a+2b+2c]): $ /'3 ? ❑This installation is being made on residential or farm property owned by • me or a member of my immediate family,and is exempt from licensing (e)Subtotal of fees above(2a through 2d): $ requirements under ORS 701.010. ,31 Plan_rev_iew f`es,________-_- .- - CONTRACTOR'.INSTACLATIO�NN _ (a)Plan review(65%x permit fee[2a]): $ Business name: 4j//lfferfr 174-//Fy nG.:<7Tp4-A nC� (b)Fire and life safety(40%x permit fee[2a]): $ (c)Subtotal of fees above(3a and 3b): $ Address: `/ZG,O .}-u7i„Slt; ___.- City: �.oApv,e . State: ae ZIP:9-7'0/ 4 Nlis`eellanedus""fees__.. __ ____ __ __ Phone:SYf-l/'j"-O5 75 Fax:J5//- y?{j' - 12.5---o (a)Seismic fee, 1%(.01 x permit fee[2a]): $ E-mail: i i', 6,..) Lvi/ 5-/-pn L-rr, ..- ion, (b)Technology fee,5%(.05 x permit fee[2a]): CCB license no.: /78 6' 'T� TOTAL fees and surcharges(2e+3e+4a+4b): $ 9'VS Signature: ce ___ __;SUB CONTRACTOR;IINFORMATION 7 _- Name - CCB License# Phone Number Electrical Tim Wolden,PE,SE WOLDEN 34930 Hwy 53 STRUCTURAL Nehalem,OR 97131 (541)915-6389 cell ENGINEERING, LLC (503)368-7962 office (503)368-7963 fax Practical Structural Engineering Solutions tnna woldensacorn August 28, 2013 Jason Fitzgerald Willamette Valley Restoration Eugene, OR 97440 Re: Roof Repair Detail for the Damaged Truss at 1840 Menlo Loop in Springfield, Oregon Dear Jason: I have prepared a truss repair detail for the gable end truss at the single-family residence at 1840 Menlo Loop in Springfield, Oregon. I completed the work per your request yesterday I understand that a tree fell on the northeast corner of the house damaging the north gable end wall truss. The eave extension and top chord of the gable end truss was damaged and requires repair. This truss is composed entirely of 2x4 members for both the top and bottom chord and the vertical nailer boards for the siding. Only this top chord area needs to be repaired along with the roof sheathing between the last two trusses. The photo below shows the damaged area of the truss that has been cut out of the top chord. tAt.• '"?‘'Ciiiii\ G, tritf <y orb » O X 41 j{ � x e1.---eT t- 3 ` ry, .4 S `R g=y` ' 4 i t 1-,::,,,,,-..; - 3' } Lu z Y .i.�4 t 4 : "w (� I �t e4 5'n..� 4 t"I Nag- �L f-; I 4`,1 5� `'frta.. "-I i`r'°'"sty ! 1/ 1 S [�-ri i+a*, y*'-..z 17.;-*;-:= °AE" � ^, �t '- .�r irLFm.. 7 t _ -I/ �'. 'l 1 i I have detailed the addition of a tapered cut piece 2x4 that should be glued and screwed into the removed portion of the top chord. I also noted that there is an area of split top chord about 8-feet up the slope that should also be screwed together prior to resheathing the damaged area. Plea -E1 - <F ,: ttached repair detail that shows the necessary screw sizes and re. -c - -Miib.r: ; for the top chord. I have enjoyed working with you on this project. If yo,'..i(' a� 6 Iti4Y1 estions, comments, or concerns please feel free to call. Sincer--� Tinto` iEGO, NYVJZ\C � . ]�� Tim Wolden,PE,SE WOLDEN 34930 Hwy 53 Job No.: i 30)LI.,07 Page: I of: Nehalem,OR 97131 r � \ STRUCTURAL (541)915-6389 cell 'By: � 1 �'' Date:"/ 2.913 (503)366-7962 of ice Y ENGINEERING, LLC (503)368-7963 fax - 1 �q') T Practical Structural Engineering fuililllvo4JNllSe Curd Project: �c-Q, 0,tr- \CA nr ( i'v '� 411 PRQ \, (6 Gaito 0P ir raji� -j1N �''<;f2, / 3 - 1� 2-G c —/ r—r A �yv ct / f/ T/ii 'le 18 �4y� N.--. .._ l EXPIRATION DAT it tRbo 5." RA N\ 1 .41 X) L1J a , flPAik f2,Eof S'kk6A14k106- J) SAEAZ SrtI5 4 NAIL TD T24ASSeS Ll sly 4,t, Ni i ;ps a s ADD Cb) 1D u s z (=t 1 10 c & 0x 1.ATcA Pit' n. 1-bp C Ikm21) ( NT 51 it FI'C Oro -To CkS& f of 11,2-+A-.- r p (4 crit. t or.‘ //0.14 I A %kl0x 3% " tot,) / E3 vSIP,k\S /A SAS SLa6luS (.° by OA, Cit OstP-4L-\tell OAb t �� l� r� C�a�K. G- 0,0 -rb f�sib& fitc� to 1-bP c, b