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Correspondence City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 1, .. • May 19, 2008 . T I GARD Tigard Towne Square 16230 SW Pacific Hwy Tigard OR 97224 SN Development 1121 SW Salmon St Portland OR 97214 Re: BUP2007- 00258, New Retail Building Shell To whom it may concern: This letter is to certify that all requirements of building permit BUP2007- 00258, issued for a building shell, have been completed. The final inspection was performed and approved on May 19, 2998, by inspectors from the City of Tigard. No tenant spaces are included in this permit, nor shall any tenant improvement be occupied until such time as each space is approved by final inspection of its specific permits, approved for the use intended and provided with a Certificate of Occupancy. The City neither guarantees nor warrants to the owner, occupant or any other person that this letter evidences strict and complete compliance with each and every ordinance or regulation of the City or the State of Oregon affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and /or occupant of the premises. This letter certifies only that the work covered under the permit number listed above has been completed. It is not permission to occupy tenant spaces. Sincerely, 141 l l — 7 Darrel Wa Inspection Supervisor i•Bldg /complltr Phone: 503.639.4171 • Fax: 503.684.7297 , • www.tigard - or.gov • TTY Relay: 503.684.2772 av,2 5 r , 3 0 sw r°,2+ . 4 -.„ ) , SDDEACON S P E C I A L P R O J E C T S October 22, 2007 Rick Bolen Senior Building Inspector, City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Re: Tigard Towne Square S.D. Deacon Enterprises, Inc. Rick: In gridline 3, we were unable to install (3) anchors per the drawings. Per RFI 30, the engineer approved the installation of (2) anchors per wall. Per the drawings, studs where attached to the Portland steel columns and plywood the 1 ood sheathin was nailed to these studs. Seattle p � sheathing Sacramento Newport Beach Per RFI 41, we installed joist hangers to support the tower wing walls. To insure structural integrity we installed a 4x6 behind the hanger which was ran down to the plate which cover (2) bolts at gridlines 3C and 3D that where not inspected prior. If you have any questions please give me a call, 503- 730 -3964. • Thank You,. • Eric Huth Superintendent, SD Deacon Enterprises Cc: Chana Frederick File: city of tigard 0720 S.W. Bancroft Street Portland, OR 97239 -4226 P.O. Box 25392 _ Portland, OR 97298 T: 503.297.8791 F: 503.297.8997 OR# 77875 I WA # SDDEAEI088BS I. Patriot Fire Protection has visually inspected branch line piping at Tigard Towne Square for obstructions that would limit sprinkler protection. The sprinkler lines in question are clear of the 2X6 joist bracing that appeared to be obstructing them. The sprinkler deflectors are above the top plane of 2X6 bracing and will deliver water around this obstruction. Please note that this is shell protection and all heads are provided with bushed outlets. Once the "build our occurs the heads will be raised up and placed on a 1" tee fitting to accommodate new sprinkler drops into ceiling. This will raise the heads approx. 4 -5 ". If you have any other questions, please contact me 360.699.4403. Thank you, Dan Murray Project Designer Patriot Fire Protection, Inc. 08/14/2007 TUE 18:29 FAX ®002/002 01,0 cm 7 v oa 5 8� • 7650l3eveland Street. Suite 100 TM �ppE� Tigard. Oregon 97223 C Phone: (503) 443 -3900 CONSULTING ENGINEERS Faa: 15031443 -3700 • SHEAR WALL SJUD ALTERNATE/MODIFICATION Project Name: Tigard Town Square . Project Number: 6181 Date: August 14, 2007 • Submitted By: Josh Wetterlin • Grid 3 Shear Walls - On sheet S2.1 the two shear walls on grid 3 are required to have 3x6 studs. Per information provided by Eric Huth (SD Deacon) it will be difficult to find 3x6 studs tall enough for this wall. As an alternate it is acceptable to use (2)2x6 studs instead of the specified 3x6. These studs must be nailed together with 10d common nails @ 4" o/c. The vertical joint between the plywood sheets and the studs must align so that each stud only receives nailing from one panel edge. Also, as noted in the plans, plywood is applied to both sides of the wall so vertical joints on opposite sides of the wall must be staggered so they do not fan on the same double stud. To avoid vertical joints it also acceptable to run the plywood sheets horizontal (wall length is less than 8' -0 "). The plywood edges can than be nailed to the 6x6 posts each end (note that for either option interior plywood must be installed prior to erection of intersecting stud walls on grids A and F). In this scenario field studs only need to be a single 2x6. Blocking is required at all horizontal edges and must be minimum 3x blocking. Horizontal joints on the opposite side of the wall may not be nailed to the same piece of blocking. Grid A and F Shear Walls - Additionally the IBC requires that any shear wall with a load greater than 350 Of have 3x6 or (2)2x6 studs at panel joints. In addition to the grid 3 walls mentioned above this also applies to the shear wails on grids A and F; therefore, provide (2)2x6 studs at all vertical panel joints on the north and south shear walls. Nail the studs together with 10d common nails @ 4" o /c. If the plywood is rotated so the long dimension is horizontal then the already specified double studs supporting roof joists above may be used for this requirement and no additional studs will be necessary. *All other shear wall requirements on the plans remain unchanged. 1 AUG -20 -2007 1529 S D DEACON CORP OF OREGON 5032978997 P.02 7- ava5 F 4 s ' • • •. :_ / 4 , . ` REQUEST FOR INFORMATION' • f ' r J . RFINo. E1t i EVVO No. ",fi'om: PROJECT: TIga tb SquarEE , • JOB NO.: 5146 • I-. SD Deacon , /; 901 NE Glisan, Suite 100 DATE: 8/14/2007 ' Portland, OR 97232 • . SUBJECT: -Brick Lentef length '' ;; To: Baysi --- -- ---_- . ... ._. n r Partners Architecture PC SPEC REF: 1006 SE Grand Ave, Suite 300 . ' Portland, OR 97214 DRAWING REF: 11A111 _ —__ . DETAIL REF: 9/A601 . i ::. • DESCRIPTION OF REQUEST: . . ,- - -- ; , • Please confine It Is acceptable to- ruwthe- L5X5S318 - brick lintel over door #106 7" past eachsida of_the_opening per i : previous conversation with Josh at TMR. ,• •1 • . < . • • • ▪ `ROPOSED SOLUTION: • .. •/ ,, ,,, REQUESTED DATE OF - Cost Impact NO '. RESPONSE 8/16/2007 PRIORITY: Schedule Impact No -, ` . See attachments • . 't • RESPONSE: RESPONSE DATE: - - s This is acceptable — _ 8/14/20071 i. : • } • , - _ _ — �BY J11Y , �,;: - FIRM TMR r � , ' ey: " ' Fite, Project Manager, Superintendent 911/2004 SD. Deacon Entamines, Inc. T 9.--. 0720 S.W. Bannon St.. PoNand, OR 97799 • P.O. Box 25392. Portland. OR 97298 I T: 603- 2974791 • F: 503 - 2974997 . 1, 1 OR GCB a77975 • WA REG /SOOEAEf066BS i www.deecon.co 1 ' PORTLAND 1 SEATTLE I SACRAMENTO I NEWPORT BEACH . •: TOTAL P.02 • • AUG -16 -2007 1535 S D DEACON CORP OF OREGON 5032978997 P.02 • t• Aug 15 07 03:57p Crams Frederick �� 7- ° ' 5 417912374 o2 , i;' .k 2 s, A >A I 1 .:2/A k . _ � ` REQUEST FOR INFORMATION : ' ;� • - - -- . -- - - RFl No. 13F_. k _ 1 isk , EWO No. • � I r . rr•• • '.. :./, \ o= PROJECT: t Pi Eterd ToYme Square .r• JOB NO.: 5146 .. ' • 1 • SD Deacon 901 NE Gilson, Suite 100 DATE: 8/15/2007 ' a Portland, OR 97232 • i SUBJECT: Car Nocising — achmel = e , ' To Pa Architecture PC SPEC REF: _ 3 -• 1006 SE Grand Ave, Suite 300 a i ; . ; Portland, OR 97214 DRAWING REF: _. .. ,__._.... —.. . . ■ REF: DETAIL R 7-S4,2 . • • • . .. I ^ TIOR OF REQ '` . ` Per ray oonvenadlof with Josh W. at TM Rippe% Wean confirm the following is ecceptahle: in (4)i ts so far, , s ; , 34* boRthat secures the awning to the faugning Iwo Slade. - The solution we earns up with is to 4 a triple king atud, ear awad.r r -ae p10 -X5 2' • with (2) above and below blocking per our wnv tie with Josh W. - �, • \. Is f• ti► D. c. . r: 4 '' V — l , RESPONSE: 811612007 cost !input Yes ;,: ` vitfK: 8chedulrabu NO • r i'•'• t�► 'fpsi�rp • i - . .:, • -. 7- RESPONSE RESPONSE DAT i • -_LA rIS _ BY _ IQ„ ' . Ffearr rl ie e►. supers neneent - 9/112054 . , s S.D. oeooan Oderp le s, Me , 0720 S.W. esroen St. Peen; Se 07230 • P.O Ike 2/4182, PMNs�a OR MU I i It 7.8791 • R 005)2117aQa7 , S oaoesensie- ea►REoesaInaoeaes ParMANO I �.t a R I NEWPORT BEACH •, • • AUG -17 -2007 1739 S D DEACON CORP OF OREGON 5032978997 P.02/02 • aOV 7 -tea 5g - • • ,J • ..• .. _� I _1 �W-.\ =� 1' j REQUEST FOR • • t • WFORMA710N RFf Na 14 • '' • . 81N0 No. e . `� . - - - PROJECT: Tigard lowriSc rare ,44 JOB ND.: 5146 � � 901 NE Mean, Sale 100 DATE: 5117/2007 „ ° o • Portland, OR 97232 ' 1 SUBJECT: c Lantel - f T ®ayettger Partners ArdhIscbure PC SPEC REF: 10088E Grand Ave. Suite 300 .•..•__ r. _..- - _.�.._ t • • • Portland, R . 0nd, O 97214 DRAWING REF: __ ' • • , • < < DETAIL REF: 9,A601 - — . ' t bastmemaii aF REbue rin _______ •. ,. • imam 04401 calls art a terms overtha dfoOr In ttte brick veeem the s and distance par! oath olds of the • opening was verified par F1 911. Plane provide detail elbowing attachment Cl Motel to the alRtmtes ` g DO S t�OPOSED SO4tlttOl _ 1 1 %'•i } OATH OF - 812412007 GastImpadt TED I • IPnto &hodds Image No • < ' .1. t d lite ~Mal _ iJG Amo _f . N a•D R E. -' 1� o� PeiZTi x eM A N CPFGR4 %" mea FROM 1- D4lF.t .__ Sf+�Fcry_ ��,r THE • 51.1 _ FIRST Ting CM VI S•. DOOM Efitnikuk tee tmD ew.01ea:41St, Pasdar4 OA07239• P.O. Bui 23NIA MOS. CAr720a 7! 3/99297-0701 • P. 6011•70749137 alaeaer787s• WA RICIU EJOBSea • • PORT WO 1 OrATTLEIMMIIENTO I lenCCOMACN • +� , :: p7 • t, Td b /071/2 /1bt: 1gU608W eueun en-a1. In IL Onw r, c 1 \• ` v ' • , 7 . .r TOTAL P.02 -••••• -.., •-•---„_• •-• - As, --• :- • --;• - •ty-,E t•-.....-4 •• -- —",•:-....-•-•-.:". •7 c.::.•. -1--,....----.-:.---,--- • - - • .- - • -.•"-.•.--i.-•.- A.:. v7-4 --...,- • -•`-'•- • ----- -,•-r - •••••... =••••-• a +•••:. -.- • - -•-•--- — - -:A.Lss J. '-' • - , J--. - • • •--,--"%' ' '-' ... ,' .. 4 1"..- -* * - % . 1 .... "` •' i • • " '"'% r •••,...- ft e• .''''''' 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Connection Detail ; Canopy frame (left end condition, i E■ i i L 3 x 3 O. right end opposite) . t ---------------- ! ri 1 E . . ■■■■,...111, 1 / i r ) ; I 4 . i i I.- 15 a / a • a I CIS i i. i•••• i 3 a a ! a . i . • ; e . i a Z I ? 3 ; I i I I g I I i 5.25 1 1 6 ! . • t : ; ; t , ....) i I 5 . i I i N : . • 1 I • n • _x I i -C' 0 . 1 s s i 2 • 13/16" hole B 2 0 . ; - 3.25" --- i a ..... r. ,.. 4.1m __.__,...__...1 ‘., . • • • • . 6" k 8" . . . Itirl 17 ../ . . . . . ) . . • ).. . ": ..:-.... 7f .:::; '''....':".".L t'.... ' 1 : • • ,•■ . " '''' - .1 . ..., . • ••••••••2 ••• • -••■•••." t.• - 1.... ‘.7••••• • • -• • ..... . • - .........-. ,....... - -:. -, /.". -- .':'r?.;:-- ; :viTg4r::- --, .- - - - - .---.-: -.'.-.EF , .:e -- -...-. - ...f . - - ..r::-I , • - :'tt5:'. - - - .:.:*-1.'s - .;: -7 -i'; - --1 ^:- -"':-; -.:..-.::-..;;'--:: ".'`': ' -- - ----" . --. - . • - : • %..• - iv:, - • .. s -0 :. J. ::.... . ••• ...- ...• ..:- v. . - -.. -. '.....,:. '. rt•--r"—..- • -... ..,--• : .• ...• • •" •• ......*:: ' ; • ./... i; -• ..: •-• • • 1 - ..... .. . . "- ;... , • , . .. • _ .,.. • .• • • - .... s ••■ z • ■••••• • - . ••• - : ...... • :. 7 - "...... -, -' -. . •.' .•N - - . --- ' - • • _ ..L_ ......;'- • - --....:: 7,77' l'" ' . .. ::' - e. , . C- . —J • 0 LO_ 0 cE 8 N 0 ... .. • r) sr v ..* RF1 17 1.- . 1 g F a 5 - n g • k g ] n 41 2 u. • co g A 8 Plea View co - 9 0 . - 3 in 0 o . - 4 1 ,i.... 1 0 Fs-, 7, 0 4 0 . ti Fa ! , .1° ) • „ _, . . ..--.....,-...--"....,-.:;,. ) .:...:-%, -,...:..-:.:.1-..i7.: :.:...7 7: A ::-...z.- :.:.• ........-.1..! 4olae 7— c 5 SPDEA CON REQUEST FOR INFORMATION RFI No. 2T EWO No. From: PROJECT: Tigard Towne. Square: JOB NO.: 5146 SD Deacon 901 NE Glisan, Suite 100 DATE: 8/27/2007 Portland, OR 97232 SUBJECT: Glu -lam attachment under doghouse To: Baysinger Partners Architecture PC SPEC REF: 1006 SE Grand Ave, Suite 300 Portland, OR 97214 DRAWING REF: DETAIL REF: 10 - S4.1 DESCRIPTION OF REQUEST: Per my conversation with Josh at TMR, please confirm we don't need to add straps to attach :the =glu- tam_tathe.t Wallst Please see attached sketch for details PR • ' = 'SOLUTION: 1 Add Simpson strap spanning lower and upper walls. • • REQUESTED DATE OF Cost Impact: TBD RESPONSE: 8/29/2007 PRIORITY: Schedule Impact No See attachments RESPONSE: RESPONSE DATE: The provided sketch looks acceptable. The beam will be braced by ceiling joists and 8/28/2007 kickers for its entire length per detail 1O/S4.1 (provided sketch does not show plate on top of beam, provide plate as shown on 1O1S4.1). No strap will be required. Where the plywood laps onto the lower wall nail the plywood to the side of the beam with (10) nails min. Also nail laminate the triple bearing stud each end. BY JW FIRM TMR i File, Project Manager, Superintendent 9/1/2004 S.D. Deacon Enterprises. Inc. 0720 S.W. Bancroft St, Portland, OR 97239 • P.O. Box 25392, Portland, OR 97298 T: 503 - 297-8791 • F: 503 - 297 -8997 OR CCB #77875 • WA REG 9SODEAEI088BS www.deacon.com PORTLAND I SEATTLE I SACRAMENTO I NEWPORT BEACH Plywood will lap 2' -0" onto lower wall Triple stud • RFI 27 ' /%4 7- azv Sv� CON 3 1 REQUEST FOR INFORMATION RFI No. 30= = EWO No. • From: PROJECT: Tigard . JOB NO.: 5146 SD Deacon 901 NE Glisan, Suite 100 DATE: 8/27/2007 Portland, OR 97232 SUBJECT: Sill= anchors To: Baysinger Partners Architecture PC SPEC REF: 1006 SE Grand Ave, Suite 300 Portland, OR 97214 DRAWING REF: DETAIL REF: S2.1 DESCRIPTION OF REQUEST: The wall notes call out a minimum ofthree silfanchors At the walls occurring at gridlines=B3, C3; :D3; and 3; please confirm it is acceptable to anchor the wall to the foundation with' (2)7Titen:screws and 1(2r3147 Trod which also hold down the steel columns. PROPOSED SOLUTION: - • REQUESTED DATE OF Cost Impact: TBD RESPONSE: 8/29/2007 PRIORITY: Schedule Impact: No See attachments RESPONSE: RESPONSE DATE: This is acceptable 8/28/2007 BY JW FIRM TMR ' cc File, Project Manager, Superintendent 9/12004 S.D. Deacon Enterprises, Inc. 0720 S.W. Bancroft St, Portland, OR 97239 • P.O. Boot 25392, Portland, OR 97298 T: 503-297-8791 • F: 503- 297-8997 OR CCB 877875 • WA REG #SDDEAE1088BS www.oeacon.com PORTLAND I SEATTLE I SACRAMENTO I NEWPORT BEACH BAYSINGER I g • REC PARTNERS . 1UA.. 2 0 2001 ��; RD July 19, 2007 Cr �1\11SI U , City of Tigard, City Hall Community Development Department Planning /Engineering Division 13125 SW Hall Blvd Tigard, Oregon 97223 RE: ASI #1 full size submittal — HA0624: Tigard Towne Square Expansion @ 16230 SW Pacific Hwy (BUP 2007 - 000258) Dear Mr. Nelson, Enclosed please find the full size (24x36 ") sheets associated with ASI #1 for the Tigard Towne Square Expansion project (BUP2007- 000258 ) that ou requested. I have included two copies for your use and approval. When the approved copy is ready please let me Y q P Y PP PP PY � Y P know either by phone or email and I will have the contractor's superintendent come by to pick them up. If there is anything else you need please do not hesitate to call. Sincerely, • BAYSINGER PARTNERS ARCHITECTURE PC " .f 3-teA./ # 86 I I .4" Jennifer L. Rinkus Project Manager 503.546.1623 jenniferr a(baysinaerpartners.com cc: • Boysinger Partners Architecture PC formerly CUB Architects P( 1006 SE Grand Ave., Suite 300 Portland, OR 97214 Phone 503 - 546.1600 • Fox 503-546-1601 Web www.BaysingerPartners.com • Dan Nelson - Tigard Towne Square: BUP2007- 00258_ Page 1 From: "Jennifer L. Rinkus" < jenniferr @baysingerpartners.com> To: <Dann©tigard-or.gov> Date: 7/17/2007 3:25:34 PM Subject: Tigard Towne Square: BUP2007 -00258 Dan - This email is in regards to our Tigard Towne Square Expansion project (permit #BUP2007- 00258), located at 16230 SW Pacific Hwy. In locating our gas meters we are limited to finding a space that is 4 feet wide and not under a canopy. As the owner would like to have the meters located as close to the utility rooms as possible we currently have only one available location; the southwest corner of the building. As the concrete area to the south of the building is intended to be a patio area for one of the building's tenants the client would like to keep the gas meters out of this area. We are proposing to change the location of the fire riser room door (currently located on the west elevation) to the south wall so we can locate our gas meters on the portion of wall currently occupied by the riser room door on the west elevation. This change affects architectural drawings 2/A111, 1/A111, 2/A201, 3/A201 and structural floor plan drawing on S2.1. As the change does require a minor change to structural details I am sending you a copy of our ASI drawings for review and approval and will wait to hear from you before issuing the official drawings for change to the contractor. If you have any questions or need further information please feel free to contact me either by phone or email. Jennifer • JUL -24 -07 TUE 09:14 AM PATRIOT FIRE PROTECTION FAX NO, 360 699 4485 P. 02/02 v /% �y PROPOSED BUILDING 0-1 16200 H TIGARD, OR. r 8 SW ,400 PACIFIC SQ.FT IGHWAY , 3 !RUST rG b' ELEC. Ont. / 0 BY 011�hS y�RFD BY 011IL'RS . t Pfl' START POINT / -...... 0 OUTSIDE BLDG. T RUSTi6G ��Z- / OT �IER ` -` _ / __..., ,.. // sz./ 1 m..,.,...... ------,...,..... / .....s..... ,ll / / / „..., .„. <-/ i ,,, - -1 / Q / I THRUST nl .K'G Y" B 01111.RS 1 / , ": .\, . \ \ \\ J) \ \\\ `ri , / / I / i / CONNEC ION'VAULT &tCKFLO 'f.":.,*--. BY BY OTH tf ATy OVE 11 APPROVED YAR ///6s / / .....THRUST T3LK'C t1Y OTHERS PARTIAL UTILITY PLAN NI SCALE 1" _ 30' -O" i 1 { NJiCEAf I I +1- it ?LIT. .1:7. I I 4 2' -9' 1 !< St EttiC - mom; c _� I OFOW ,<3 WI Sir11cnir.. W I 4 D.I. ! r a C lRC11UG . M EC4LuC ►'• ‘.. L'CcwN c L JOINT MECHMIC l JOa7 BY PATRIOT . I 70' A: Iii: Wr.w PATir.OT SIAM NMI r GCCRANIAnl JCZT --- AT 5'— OUI dI E StDC. I ` j ' 4. C DIICL.E Ii;ON _ _ L r A U . fr PAl1UliT u1• - ev on (RS 1 T 1 \ J j 1J t 2LOCK ' . ' , N' WNW 4' 14.1'A:R SLEEVE- TYPICAL 5' - OUT -OR EQUAL — \1) CON' Rnr, I SIRED L� � S AN C wIn : ;r. 5., PATRIFP099CF S[) DEACON CORP. 4708 NE MIF4NE }IAFIA Si. IS J 901 NI: :: VANCOUVER WA 98661 PORTLAND, OR. 91232 699 - 4403 `, F IRE PROTECTION TEL FAX ( 360 360 699 -4485 f:OylBp!'C NaM( -. -�- TIGARD I(,)WNE SQUARE DESIGNER DATE JOB NUMBER 16200 SW PACIFIC HIGHWAY I) MURRAY 07/24/07 31 -1009 TIGARD, OR. June 15, 2007 Jennifer Rinkus Baysinger Architecture 1006 SE Grand Ave. Portland, Or. 97214 RE: ISSUANCE OF BUILDING PERMIT Project Information Project Name: Tigard Towne Square Construction Type: VB Building Permit: BUP2007 -00258 Occupancy Type: M Address: 16230 SW Pacific Hwy. Occupant Load: 280 Dear Jennifer, The Building Division has completed the review of the project listed above. The project has not been released by either the Planning Division or the Engineering Division at the time of this letter, so the Building Permit cannot be issued. If you have questions please contact Maris Buxton @ 503 - 718 - 2453. The date of this letter begins the 180 day time limitation in accordance with Section 105.3.2 of the State of Oregon, Structural Specialty Code, 2007 edition. If the permit has not been issued within the time limitations referenced in section 105.3.2, the work shall be considered abandoned and the plans will be expired. A preconstruction meeting will have to take place prior to issuance of this permit. The permit technician will contact the owner and builder to schedule the meeting. Respectfully, 1110 J 01 Dan Nelson, Senior Plans Examiner L City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 June 5, 2007 • Jennifer Rinkus T I GARD Baysinger Architecture 1006 SE Grand Ave. Portland, Or. 97214 RE: ISSUANCE OF BUILDING PERMIT Project Information Project Name: Tigard Towne Square Construction Type: VB Building Permit BUP2007 -00258 Occupancy Type: M Address: 16230 SW Pacific Hwy. Occupant Load: 84 Dear Jennifer, The permit applicant shall submit a statement of special inspections prepared by the registered design professional in responsible charge as a condition for permit issuance. The "Statement of Special Inspections" shall include: 1) The project name, address and permit number. 2) A complete list of materials and work requiring special inspection. 3) A list of the inspections to be performed. 4) A list of the individuals, approved agencies or firms intended to be retained for conducting such inspections. The permit applicant shall fund all special inspection services. Respectfully, Dan Nelson, Senior Plans Examiner Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772 City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 June 5, 2007 • 1 Jennifer Rinkus T I GARD Baysinger Architecture 1006 SE Grand Ave. Portland, Or. 97214 RE: ISSUANCE OF BUILDING PERMIT Project Information Project Name: Tigard Towne Square Construction Type: VB Building Permit BUP2007 -00258 Occupancy Type: M Address: 16230 SW Pacific Hwy. Occupant Load: 84 Dear Jennifer, The Building Division has completed the review of the project listed above. The project has not been released by either the Planning Division or the Engineering Division at the time of this letter, so the Building Permit cannot be issued. If you have questions please contact Maris Buxton @ 503 - 718 - 2453. The date of this letter begins the 180 day time limitation in accordance with Section 105.3.2 of the State of Oregon, Structural Specialty Code, 2007 edition. If the permit has not been issued within the time limitations referenced in section 105.3.2, the work shall be considered abandoned and the plans will be expired. ectfully, D an Nelson, Senior Plans Examiner Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772 City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 June 15, 2007 q • . RE: TAGARD TOWNE SQUARE BUILDING SHELL T I GARD Project Information Building Permit: BUP2007 -00258 Construction Type: VB Address: 16230 SW Pacific Hwyl Occupancy Type: M Area: 8400 sq. ft. Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code. 1) All improvements made to the building shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. FIRE LIFE AND SAFETY / GENERAL Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. (Sec. 1011.1) Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/z hours of illumination in case of primary power loss. (Sec. 1006.3) FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. (Sec. 1006.2) American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. • Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be hi Y Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772 _1 • available to the Building Division inspectors throughout all phases of construction. (106.3.1 OSSC) Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy (109.1 OSSC) Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Respectfully, t � an Nelson Senior Plans Examiner