The URL can be used to link to this page

Plans (83) OFFICE COPY drurf-'\ NJ 0 L-A-r SUBJECT TC . .),NSrTF ReVADtt LiL( krtt ," Approved plans shall be on job site. ADDITIONAL PERIVIITS REQUIRED VALIDITY OF PERMIT Fire Sprinkler THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION Fire Alarm DOCUMENTS AND OTHER Mechanical DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM Plumbing REQUIRING THE CORRECTION Electrical OF ERRORS.ORSC 105.4 Truss Engineering Shop Drawings Other LIABILITY The City of Tigard and its employees shall not be responsible for discrepancies which may appear herein, CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: [ OTC: Permit#: nr\-51- — 'DOD Address: Sce), A.sk Cre-c_14- suite #: By: Prfr Date: 3/4 f Page 1 Site: Project Owner: Contact Details: 7158 SW Ash Creek Ct,Tigard,OR.97223 Mike Bonello(Property Owner) (503)360 8546 mikeb1302@gmail.com Project: Date: Kitchen Re-Model February 13th 2019 Work: Summary of Building work required for re-model of kitchen at above site RECEIVED Current status of site: FEB 2 5 2019 Existing layout(Diagram#M1) CITY y OF TIGARD BUILDING DIVISION • The existing kitchen layout includes an approx.2 ft partition wall which extends floor to ceiling on one side of the refrigerator.This short wall connects to a shear wall and runs perpendicular to the kitchen ceiling joists above it. Besides the main kitchen lighting switches mounted to this wall, initial camera investigation of its contents reveals that there is a 2" ID vent pipe that raises up through the wall,emerges from the attic space and exhausts out from the roof.Both the pipework and electrical connections are situated close to the junction formed by this wall and the shear wall that it connects to. • Extending from the west side of the kitchen, out into the peninsula, is a 4ft high pony wall that runs along the backside of the kitchen cabinets on the short peninsula. Preliminary camera investigations of the internals of this structure reveals only electrical cabling within the wall and no plumbing work. Kitchen re-model Building changes: 1. Room Layout Changes:(Diagram#B2.1)Also refer to included Structural Engineer's report. Proposal is to remove two walls in the current kitchen configuration. Both of these walls have been determined to be non-load bearing by consulting Structural Engineers: Peterson Structural Engineers(Stephen Smithson) 9400 Barnes Road,Ste.100 Portland,OR,97225 The 4ft tall Pony Wall which makes up the rear of the Peninsula cabinets will be demolished.Since it does not extend to the ceiling, it carries no load. Initial investigations indicate that it contains a number of electrical cables but no plumbing work.The repositioning of these cables will be covered under the Electrical Permit that has also been submitted to cover this re-model job. The —2 ft. refrigerator partition wall will also be removed, after repositioning the main electrical switches onto the adjacent shear wall. The electrical work will also be covered under the Electrical permit. The northern most point of this wall contains a 2" ID vent pipe, which will be boxed out in MDF and painted to match the adjacent door frame. It is not anticipated that this pipework will need to be moved since it is close to the end of the wall. Since ceiling joists run perpendicular to this wall, an analysis of the house plans was undertaken by Structural Engineers and the wall was deemed to be of no structural value.The caveat was to verify that the 2"x 10"ceiling joists were not terminating Page 2 Site: Project Owner: Contact Details: 7158 5W Ash Creek Ct,Tigard,OR.97223 Mike Bonello(Property Owner) (503)360 8546 mikeb1302@gmail.com Project: Date: Kitchen Re-Model February 13th 2019 Work: Summary of Building work required for re-model of kitchen at above site on this wall(a potential possibility if the building contractor had been running low on wood supplies). An inspection camera was placed inside the wall and it was verified that the joists did not terminate on this wall but carried on, in a complete piece, to the east side kitchen/garage load bearing wall— consistent with the building's original plans. 2. Construction of a Soffit on the East wall of the kitchen:(Diagrams#B2.1,#B2.2) A soffit ceiling is proposed to be built above the approx.8ft tall wall cabinets, extending to the 9 foot ceiling.This soffit will extend outwards from the east wall by approx. 24", mirroring the depth of the wall cabinets.The intention is that the soffit will provide a streamlined look to the kitchen installation and it will also conceal parts of the rigid 6" range hood venting pipework and miscellaneous electrical cable runs(both of which are covered by additional electrical and mechanical permits respectively). The Soffit infrastructure is to be constructed from ProSTUD'""AND ProTRAKTM galvanized steel studs, meeting ASTM C645 and with dimensions of 1-1/4"x 3-5/8".The metal studs will be attached to metal ProTRAK channels using 7/16" Pan-head screws and the ProTraks will be secured to the east wall and ceiling studs/joists with 1-1/4" minimum SPAXTM Wafer head screws. After installation of wiring/6" rigid vent piping,the soffit will be covered with%2"drywall,attached to the steel studs using fine thread 1-1/4"drywall screws.Joints will be taped and surface given a Level 5 finish. /end. I Y4 AL �� wV x,.. 1S 1 2 ,DC : .. i ro94x 42.799 1 S 5 , lssoee 1 D limo g i° 61a�uw - Mr ..<• 67 °° ,6aNEn i5ffiEE 5 8 B ` m 1 Q' n0. .iL 8... eB�a60B 3 .92 AC 12' .Y6"AL R NmadEp�C\5 m �° �9.al Can .00 ° as AC 00 Ac ;eta n 9 t^ '' as B e}a° g moa ,p°.9 9, L 11 �°•A''' .. s °3:4.9 .6. 7 5 8 $ 23 muss t s^'a I r R Aa s;ea tfeirmil® ° �1° (BMW L OD (CR 24781 STREET p� eBeEB °2 xa "' r e� l' "sem mono• 1� " 4 °ittOBA° o° ^ B AL R s ex.x, .., 61°.,61 i°x> se , AN aB li65 gloomL 6142Ep Pp'�`aC'1 1W X81°B I1 BB ni1x e E " AP AC EBm �' ��` a' 8 iteol 9 'w f14°B I DB SW LOLA L 0° �a qqi '� InP6Ce, pg 7 N I 1' a3 Ae 1061°0 `ye- 94100 511 ° ,x ua.°. 611490/1 o+uod\ .yo 6101 ..- a ft es °6 �(i t� 3 �.y Poe xe.ot 7..611 e' �' ! 6a ®®®� w� J �f° ,r ^t S .ua `; 't14> ne Pro TQ k,io°1mo 'd ee.a° •` MEM • .ae Ac Blxbo Po 2 $ 20 BP6Be nPnBB ®®®®® zJ w+ Bmuoe -- _—_ etre°B ro 'inawa i B a Rm luso A ri r' R ;Sr" 'l,muoe L arAc MMA a,emB'"- i7 eluoe R I ceao , A 18 i8 17 4 16 $ 5 4 • 1111 yw aa• .(3 611m "11 °If 00 AL g ° emo 10 Ac $ n.ei 11 e a � .it ac '`P S� ry4 � I i ZO AL 4 R 11 / ~ .26 T !1\ 8 elimoe I 1, J� 6 s>I � eP6CO x..613 N iPeBB I Poe .00 R 21 74,w ,a.00 'w.4" w9m aDP ]a �ilaolffi0% '1614 6mo R +11%Ae RI a6 ac 11,°,,,,r 8 1011 41 , noe ron - 3700 le mos 8 \ - 1 ,.ia a 7o AC °16°08 28 1'ew° R i°o 008 3000 3100 t d � 29 rt .Pimu ne +'� a ufrn 22 B 23 28 ►7. 9, 62 ¢4 p36 S eue 8 1r ._ 5 $ ro' tlpa R 24 UC 'B�yC°� ,32 AC 'A4+°\�gw WASHINGTON COUNTY OREGON e AC 26 AL t 1°0° MU 47 01 „°° 0 3800 •, \' SW1/4SE1/4SECTION 26T1SR1WW.M, c� B SW a,19 9 • ie en Ar. 3300 °"° ,. a.m 31 - - -- - SCALE 1"=100' teP6xo J. ea B 8,"40/60'ro 28 < welmoo Ism .h ro.. :.��. • d a3 m e,xmo r. te'°oouo° •'••►►1►ft/,•4.44;iti1/ti„�tei„,7/�:144,• 1, 3.4 ",f, ,q p p� s exm sr. ♦r4o►oc+• ♦♦ •s,1 c•1�.i TRA' 600 p , 34ro 92 �A.��1��414r�o��,'94 1 AL 140 AC q p W TR6'00” R 6200 ,�C'�° 6100 �' 3 A��' a 27 ro '4 393020 81 Y .26 4E 88 �� -1 1 a�1 7 �� ) Z AI� r.r." rJ xxa ,:. V 8A a390 •° >,.1, 7. '►' ,r2 �J I %ii�©�©©�%��i: r I\ I W 4x33 N 612ro a J 01E, $ e" •e , Aea ill ae, ' ��;� ®�� r 1 0 ro.eo LANE 'e = �'�'� mam,e loa.. a xoe 40 00 woo roan •/�m0®m®.��1 limo ro i1tLeE Q ' 1 • n�e6o 1 T/.. � Uro ►�� 1�•^►1 7 TRA T A' °-.) 201 ACf,,,,,A R� �� 6600 4600 37 tl 1300 M •�♦ 97 AL g P _ 38 a 3200 le' ''''.9. ♦�1 ♦�1 V ,; r e aro S g 4•.°# > ►tea► i��i 4. is en r x.xa la • • 23-81 w,..,.,aurum._ C�1 3 1� 36•� 3 f @ ane n a 66°0 �1 �7 g,g. r ,x4. /1♦ e t, ®®® �� BSW SHADY " t 69 :• : s ©m®!4,m% 4. 'nB1� 9� n xtxenD a .29 OC ►�� D m® .ae. 7xm uco se -. -.. 9 "a 1 �$61.361 - a•• - °0 x•6900 3g 00200: 61100 ,v4•, ►•1/®©©©®©,•;,••1 P4,41 1 A•e 9300 \ 0.2 1 R 7(Alp y ]100% 7200 0 7300$ - 7800 ¢ 66 ▪ - .�� 11�-�� 7700 ;� N.B. R 9200 $ 4 6 Y ]40p$ e F ua.Ba ►��R1��►��i��1�►�(•��1��A�8��1�1 a `' e P 28 Q 2 .R 9100 :: 6 E 7 s ,eluoo ♦►4111♦�111�.8�411►�►/♦ w, sew 661" 24 .SI •R a 361.1; u,uoB N g 6159 ►v��vtt,1.0.►o Seco > i soo 3 61¢x` 41n`� - •Y °j °a's °e 1oca �' ° FOR ADDITIONAL MAPS VISIT OUR WEBSITEAT eim CE 2.•. 240 AC $ 0 .g+1 °�__ CRE 9800 f°'u •'x61 see 66 .6012E 1 = r Moo a,x 11 11 CREEK °,,u COURT ea'u0E www,eo.wesbin0lon.or.us 11492 - 22 g 39009700 ° 6131 '" R., z1 aero q a,, namo 's 90 '�, �'uox6co .4. t f>. ^ 8 € 9500; g1ro_ i -r.791"3 6aA 'L aa"° BB BA AB AA .»► 3140° 3 q 30 Sl ° g4 @ 17 E e98ro ` r',e 42 142.10 ,Pro Z. raym,ueo 0 0 2 r b0 8 61 `f m 61361 a, e R*' (.� "+a naw 1933 9110 s 8010 . • �� $ BC BD AC AD TRACT'A' 3 i SECTION 25- 9_�Mum Llr. Memo(i�7▪ °' 8700 f 61.13 4 G e, _ _ .°"� °'P SW RED ;CEDAR WAY028 "°°0.33 `Y0"` r:!..) ) 62 a d �9 CB CA DB DA +w ucB I ,>m�1a+.co 4,.61 a0.° w.00 611.» ri.34 '' 6161.40 929 rr ,1Yu >_ : O O ii §I - - s 0 Prato 6111 '`, AeBMFM nluoo s"rPmuoc 40 a DD 2e AL ,r� ,E° Blm _ ST 1 ...� J 23-8 1 exu AA ° c CC CD DC 6 6600 5700 i 10 ' en - z ..r ... ea '�,a AC -, 60 i 6 61i99O Mu' e 9 t 1 R 6000 °° 31 r aro a. 461 3 r C --' r d 49 'd 3 6 1400 1600 ,a, Cancelled TexlOd For: 18126DC Ie 575E \ -� `'°,e, fi1ro '.;s•` 1100 y. �' ' �j�a 2 6 g ,5 i 1]00 ; 1800 80 1900 2000 >9,,, 100,2300,700,800,901,200,300,400. Mr'ry b9 At 3' 4eAe •. 48303 IIgg 1 ec , Yy r, J� _ J D \ 'R 10 2110 tr•�� 3690 m 1nrco .��'V'T saro asro 91`. %. "+a o`n,a .. nAx M... " w.ro J Jwio rwaa aJ�z00 N. 'aA1 TAT" enAs -.1 r1[4"*" 55700 35A800 &6 t 4 .'"p' ,oaAc \ ,r J V•e, N,. VENTURA •a . 4934 wee w11 r G I )z9 :�E \ 2 No r J jr'' B" CX"' ' r , . � 5 �; 10,.161 ro,.m oo.n woo DRIVE 313 Ipso B 600 s, k ,�S� I ro 2800 30610 A•xo. i1o$ moo � "8S9S8°01 I, x2ti s8 lig-- )Ip'700 1 g X25 A' ,p /� o Ac 1a 1g 16('g MMV�� `��L��WrVMFMFM/giiMFxCyMAW,RIER .:. v1 Q CT 9-,, v2 123 1 "24 1 A]26 1 fp 2800 19 r 2410 (9. 90 J 9., c Ne ., .,'aM.»Po i,«a,�...,q FJ, M uFcueo o., — x000 '1 _ a4 R 4 -...ea Sem ., Assessment elm 4� xmaxl9R, • u,ae.u\`\ I�WMM ,\\NP\U 4700 — na4_ . 1/2'3"'Par G r st u•..v-Pw 27 nn°°2�5 ,om eo. - S$ F. S S Ill E: Il e r ail ,B Pei aeM Adt 1 y L • — —"aJa'Mr,.. SWinti* u e e 0 ; 'I°$ 1B133MB; f CARTOGRAPHY elm t m ■ aro tri 0,0c. L�1 61161 7 +e�eew.; 2?"' .ax, 5 ,a-.r WA amu ,eem9flV' .� e C7 X C7 t 8 Il ne,o 100 00 80 47 5� mum �1iw naw AS AC 4 76 A 31 1} `leooi6N °600 eCm 7 ..1. aw an .n ie a2 AC 1 .45Acro' 1300 3 Wali a8 �'0• we<s ieZ� ,� T93/1047e Y3 I,C•AB ,afi g 4,.6161 e'e°c'oe PLOT DATE:July 30,2008 FOR ASSESSMENT PURPOSES eJJ r _r /ro g ,�aw 04.• g°� 6 r-' , , „,,, ONLY-DO NOT RELY ON ,y .r. Pia r' J a (J_' J A r)) 3 Ae 1^ .. maa, 42.00Z, °x. �. ••�° . FOR FOR OTHER USE 4 C 28 w°w l$ allmaw $ 8 n9 PL ••,uM1 °, H.areas dMomatee by,POeay Nmkpm a emrshaerhee ro UM • W Iloo .•. .. 3 61/3 R g Paw 1131.i.,:0; p n 8 oe4em 61.61 ar,•ro,/CO for 8,,,only 1end900 90 am,.acexe me moa W o ,w 614 II C0e0t, "- s°" aaemnocaMeourmneaa Paemam,�twmm' oA+ers m. m_1 61613 616136110..•... 6130 616140 I ilia• le�ew 1 1^•' 11 ^a 61memu 01.04 '. us AC g r�161FeM wi Or W I mre W /9 1180 1 Jr, $aa' '' 1 Y y a 81 x R Imt°x a ew g+e+aw ^',..:,2,1r1 6161°6102 613 3 a+maeia$ luem,mu 9 eta.:; I: 6110 i10 6113 'oo 2 9 2 a"3 .. 5 '4 9 C 2 °6100 I� .ei AC ; a9 Ac 6 m j eB.ro rale :� gr Z 61303 �i3O ,71p1g1w26 `� • t', - em°°ie islaeM, 3 ~ ee.00�° ew o,I m A„ "" 0 TIGARD _ 1S 132 DC 1S 1 25DC T 7158 SW ASH CREEK CT, TIGARD, OR. 97223 — SITE MAP Ei: 0 N North Pacific a Truck Repair t SW Barbara Ln S o weet& v_ ,eio fD SW Barbara Ln SW Barbara U J c SW Shady PI SW Shady P1 Nz A 9s,, D Creek Ct < < \\N„........Nc d N T. Senn Park Le �7PGrc� `"ay a Permit Application: Mike Bonello — (503) 360 8546 h GREAT ROOM A 6198 2997 [20ft 4-1/64"1 "1 • h 10" ' J 1 ieMIIIEITmarneassssss• II 411111111111111 t�I V m / ___�y CV °' OaMNtlXIR W j 2.1/4"Re/rlgeraPor � % Partillan Wall DINING AREA j (remove) — KITCHEN i 1 LAUNDRY / ROOM / / R I 2585 xuwuanx / rxms<raiurave / ' CH SE / i r SX..r Wxi 7 _ / / 0 H / N - C1 CN FORMAL / DINING ROOM GARAGE / WORKSHOP / N N r m / / mr;, / :12-• / / Dimensions; mm )inched / / Kitchen Plan - Ash Creek Ct / 10461 / PLAN VIEW Mike Bonella (34ft 3-27/32"I .../ M1 MAIN BREAKER PANEL SITE MAP Page 1/1 1 I I t. GREAT ROOM A 6198 2997 20ft 4-1/64" [9ft 10"I J - _ ,A aim'Wil----L =7 C C-, c N U. f0 x 0 E a N v Ta�t 1> c m 3•o a a w c o � x --..--.13"1 1 nDINING AREA = '5.-'"•-....._,...,,, 3a s 7 KITCHEN LAUNDRY — Location of new ROOM / Soffit Ceiling ; / il trN / ' / CH SE / 1 / '"� / o N Rz LI)i - O\ ",o / iv FORMAL N DINING ROOM _ GARAGE / WORKSHOP / iN r m 141/4 m g , �y / s / ._ / Dimensions: mm [inches] / Kitchen Plan - Ash Creek Ct / 10461 / PLAN VIEW Mike Bonello 134ft 3-27/321 ..'* SITEMAP B2.1MAIN BREAKER PANEL Page 1/1 ' s 2 x10 Ceiling Joist ProTRAK 25 / 15mi1 3-1/2" x 1-1/4" ELEVATION A .....i \ 3396,4 [11' 1-23/321 \,.' '' ..."N"'''1 I k I'm'II. -... ��j / � �� '/ ,/,/ �� :: : : , 25 / 15mi1 <<�) � , 610 Y4a (-,D 20-Gauge Galvanized I-24"1 0 Steel Corner Bead h2 X 4 Wall Stud �, �� 0 0 0 ELEVATION B /SOFFIT CONSTRUCTION ! 11 ,e,111 i i i 0 0 Bosch : 152UC i '.7— ' IN 2sc .ee. Oven m civ- N I i Bosch : 8451UC 27" I en o o 1 iehherr 1050: CV o N c, Refridgerator ( Bos •Wa WC (1.-- 27" . min. a .wer 110;04 0 (63 li i i Dimensions: mm [inches] (aj Kitchen Plan - Ash Creek Ct 1 ® 0 ' 0 PLAN VIEW Mike Bonello a 1 I W SOFFIT B2.2 I [ 1.1 2 �L 3� �I --- II , 1 1 BUILl Page 1/1 PORTLAND OFFICE • psE 9400 SW Barnes Rd. Suite 100 PETERSON STRUCTURAL ENBINEERS Portland,OR 97225 Phone:503.292.1635 1/31/19 Mike Bonello 758 SW Ash Creek Court Tigard, OR 97223 PSE#1901-0042 RE: Bonello Residence Framing Review Dear Mike: Per your request, PSE has reviewed the provided structural drawings to determine if the walls in question are gravity load supporting walls, or shear walls. The walls in question are highlighted in Figure 1 (attached). Please note that the opinions stated within this memo are based on the review of the provided drawings by a Professional Engineer licensed in Oregon. No field observations were made. Unforeseen discrepancies between the drawings and the as-built conditions by cause the walls in question to be load supporting. Please contact a structural engineer is the as-built conditions are discovered to be different than what is shown in the drawings prepared by Alan Mascord Design Associates for Arbor Homes dated 01/19/17 with the project number 22138AA-1-ARBOR HOMES. The first wall in question is a 2'-0"return section of wall adjacent to the refrigerator. The floor framing above the kitchen is shown in the drawings to be consistent both above the wall in question and above the rest of the kitchen. This leads us to believe that the floor joists were designed to span the entire 14'- 10" width of the kitchen, and that the return wall in question was not intended to act as a gravity load supporting wall. This wall is also not shown to be a shear wall on the provided shear wall plan. Care should be taken during the removal of this wall to verify that the floor joists above are not spliced over the wall. If this is the case, the as built condition is different from the condition shown in the drawings, and the walls is supporting gravity loads. Please contact a structural engineer if the joists are spliced over the return wall. Based on the information provided in the drawings, it is acceptable to remove the wall in question. While the wall is not critical to the integrity of the structure, a decrease in floor stiffness or cracking in the ceiling finishes by be observed in proximity to the removed wall. The second wall in question is a partial high wall located at the end of the countertop adjacent to the stairs. As this wall is not full height, it cannot be supporting gravity of lateral loads. It is acceptable to remove this section of wall. EG.PRo Please call if you have any questions or concerns. 4\� 1 NFA t.S> Sincerely, ��; •8PE �' X/e •REGON� '3, '4) 13,2a) 'SO Ethan Alton, PE '1111uA IO ppi` PSE Project Manager EXPIRES: /Z/3///7 I Submitted via email: mike.bonello@intel.com www.psengineers.com Portland,OR t Tacoma,WA F A. Benello Residence Framing Review 1/31/2019 • . , --..... .,,,,c,v„.,, 7 -.."--, , 1 419 —TII es, 1 , P - li +.- i (E) FLOOR JOIST• ....v..., 4:: - L,, --it • ----. CALLOUT 1.4 i ' ...... if li---44 I. ‘ 4,41,7i.," . 'I. r., 1 i ;i:- 1, - -- --.f. 1• g - ,„ ,,. ,,i eseeaf wt. e 0 ttII. _ la ' "Ir, '4".; ir i 1 ' I i r` ,-.744, "'• -4., - -,....--e al -"i . ,1118\-:-•• lirikl 1 I 4 ,..Wilii"-"'7 , -- , ine-'+..zin k 'II1 ii I --I- ' . -:ill i qa 4` - .;' '''s71 -:-7,:.------‘7 .1=-. --== 117.2,.- ',Ii!..,,, i ' I, *17-11419:=11"•,'""5 ' ''\ -- ' _111^-S/41 ...— v..1rEm itMA Ent ii rT,\17. A, i _1 I tr-IN 116411 ._ . 4„'' 4 r4 - 0 i,„k„,,,,,t ., __. i i it 14- -..,1,..74-1-1...,..f-t"• -,,-- Ii"-,.;., wirormai 1, IT! . re tr.:---.1 NEP 1 1 "-" '.:-.-: 14 .,.- .1..__ :. j I 6 i '..ylPfri3. It - u __ '' II iiitillrilliii I (8 ta.:'="f"' \\„0' '11111111.11111 1111111111' I, ' RETURN WALL PARTIAL HEIGHT ADJACENT TO WALL ADJACENT — V•V REFIGERATOR TO STAIRS ._m41.1 FLOOQ PLAN alall ,... ,,. Figure 1: Walls in Question Page 2 PSE PETERSON STRUCTURAL ENGINEERS -- -..„