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Permit F , f �`' BUILDING PERMIT :ti CITY OF. TIOA Api COMMUNITY DEVELOPMENT PERMIT #: BUP2007-00523 .;_. DAT ISSUED: 1/15/2008 TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 1 S 135DD -05200 SITE ADDRESS: 11708 SW WARNER AVE ZONING: C - SUBDIVISION: HOFFARBER TRACTS NO.2 LOT: 035 JURISDICTION: TIG PROJECT: MIRAGE MINI STORAGE Project Description: New mini storage REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: NEW FIRST: 14,540 sf N: NR S: NR E: NR W: NR TYPE OF USE: COM SECOND: 14,540 sf PROJECT OPENINGS? TYPE OF CONST: 2N : 14,540 sf N: N S: N E: N W: N OCCUPANCY GRP: S1 TOTAL AREA: 43,620 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: 90 BASEMENT: sf AREA SEP. RATED: STOR: 3 HT: ft GARAGE: sf OCCU SEP. RATED: BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : Y HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: 19,253 PRO CORR: N PARKING: VALUE: $ 3,270,668.10 Owner: Contractor: MIRAGE STORAGE LLC ERIC GAMBEE CONSTRUCTION INC 9055 SW BEAVERTON - HILLSDALE HW PO BOX 13354 PORTLAND, OR 97225 PORTLAND, OR 97213 Contact #: PRI 503 - 638 -0170 Phone: FAX 503 - 638 -0170 Reg #: LIC 105085 FEES REQUIRED ITEMS AND REPORTS Description Date Amount [BUPPLN) Pln Rv 10/9/2007 $2,638.94 Ersn Cntrl 681-4444 [FLS] FLS PIn Rv 10/9/2007 $1,623.96 Reinforced concrete Bolts in concrete [BUILD] Permit Fee 1/10/2008 $8,661.23 Structural welding ['FAX] 8% State Surchart 1/10/2008 $692.90 Structural masonry (additional fees not listed here) Special inspection (see plat Structural observation Total $24,762.42 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You may obtain a copy of these rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344. Issued By / U Permittee Signatur \ i J Call 503.639.4175 by 7:00 a.m. for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. p ir,. CITY OF TIGARD TEMPORARY CERTIFICATE OF COMMUNITY DEVELOPMENT OCCUPANCY PERMIT #: BUP2007 -00523 TIGARDr 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 "`v "" " "'' PERMIT ISSUED: 1/15/2008 PARCEL: 1 S135DD -05200 ZONING: C - JURISDICTION: TIG SITE ADDRESS: 11708 SW WARNER AVE SUBDIVISION: HOFFARBER TRACTS NO.2 BLOCK: LOT: 035 CLASS OF WORK: NEW TYPE OF USE: COM OCCUPANCY GRP: S1 OCCUPANCY LOAD: 90 TENANT NAME: REMARKS: TEMPORARY OCCUPANCY FOR DAYS FROM r ` s' r , New mini storage Owner: MIRAGE STORAGE LLC s r - f ^ '�_ 9055 SW BEAVERTON - HILLSDALE HW PORTLAND, OR 97225 ;; • Phone: ' Lera •�,r' Contractor: ERIC GAMBEE CONSTRUCTION INC PO BOX 13354 PORTLAND, OR 97213 Phone: 503 -638 -0170 Reg #: LIC 105085 It is understood by the owner /tenant that the issuance of this Temporary Occupancy Permit by the City of Tigard for the use and /or occupancy of the structure located at the site address listed above (hereinafter "structure "), does not grant or convey to the owner or -.0 tenant any property right or other protectible property interest in the use and /or occupancy of the structure for any purpose. It is further understood that this Temporary Occupancy Permit shall only be valid for the number of days from date of issuance listed above and that the owner /tenant will no longer be authorized to occupy the structure after the period specified, unless and until all the conditions of approval imposed under the City's or County's Notice of Decision for the project's and use case(s) issued by the City's Development Services Department or the County's Department of Land Use and Transportation and /or the Clean Water Services and all building and related code requirements and any other applicable requirements have been compl tely fulfill- no c..- p ed ith to the City's or County's satisfaction. JtL7E 4134 R, BUILDING INSPECTOR ILDING FI •' AL POST IN CONSPICUOUS PLACE Per t t• lication l l �� C tt P oe 5 -oono l ercial — ' � 7, C 4 P2 FOR OFFICE USE ONLY � � ', , _ , City of Tigard �'` ' I, , 4 , , L DateB 0 �I� / /7 e05-A. ti—• / ©i r , ` P ermit No.: ° 13125 SW Hall Blvd., Tigard, OR 97223 Plan ' e ' ! aaua��t.... r p t ' Other Permit: 1 Phone: 503.639.4171 F ax: S Q3.. 1 4 o9 2001 Date/B gi • I C AJt i ll Inspection Line: 503.639 vv Date Reap y': y: luri HI See Page 2 for N, i 1r) NotifiediMethod: Supplemental Information Internet: www.tigazd qr:g ?v i / p. : TYPE�OF \w' RK 1 ' i``) i'1/4-' - , - REQUIRED DATA: 1- AND 2- FAMILY DWELLING Difl New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. Valuation: $ ❑ 1- and 2- family dwelling pC` ommercial /industrial — ❑ Accessory building ❑ Multi- family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: i I7 ' 5 I , J ( Nk i r j ?-.,. jr-c) New dwelling area: square feet City /State /ZIP: l i yz k i 62._ C -3 Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: V\N 0 tm"�` Covered porch area: square feet Cross street/directions to job site: . " l r Deck area: square feet /- Vim✓ \L\ 99 We,-k-• • Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: 1 Lot no.: Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Tax map /parcel no.: equipment, materials, labor, overhead, an the profit for the DESCRIPTION OF WORK • . work indicated on this application 3 wy hn.m -1 s�eace /k)i ltir Valuation: r . $ 1.O . 1� \ x,sn urldrn area: square feet New building area: Lig 70 square feet V( PROPERTY OWNER I ❑ TENANT Number of stories: / / Name: ■'N\ i f . t ... i LLC e Type of construction: ,1j� // -k� ✓ ✓✓ /„ �er Address: ■ �� - r i / f i / MI Occupancy groups: /' '^' ` ' ` tit_ J City /State /ZIP:1)6y T7 Existing: Phone: ( 3) 29 (010 Fax: ( ) New: ✓ (71, APPLICANT ❑ CONTACT PERSON NOTICE Business name: CU(1J 6 p bee G3 (JSTV JJJ1J kl All contractors and subcontractors are required to be Contact name: a C..e ur71v . licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: •I b3T 1665 1" jurisdiction in which work is being performed. If the � a � ) r 0 applicant is exempt from licensing, the following reasons City /State /ZIP: O �� ( ` a` apply: Phone: (5.3N � V 3 g clo TF �� . j Fax: (503) 1038 -olio E -mail: afortirnes S3 e, f.1iadz . (.1. , .. , CONTRACTOR Business name: 6 vi c 6!i ✓, l oee C -1 n BUILDING PERMIT FEES* l D 12- 5..... 12- 5..... \�� 't/ `� r I (Pleaserejerwjeeschedule)' Address: y y d. � �Z Structural plan review fee (or deposit): City/State/ZIP: 1 FLS plan review fee (if applicable): Phone: � 3 yov-.4--ta .,�( � , O i ) o Fax: ✓✓ ) rr!! / Total fees due upon application: Amount received: 4/, W0 940 Authorized signature: 10, C — This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: . A I A - – -- Date: (� *Fee methodology set by Tri- County Building Industry Service Board. t:\ Building 1 Permits \BUP -COM Perm itApp.doc 2/23/y -� 440-4613T(1 2 /C0r/EB) 7..„, • is IN Building Division _ Accessibility: Barrier Removal Improvement Plan 'T. IG'A R D ' REQUIREMENT: OREGON REVISED STATUTE (ORS) 447.241. (1) Every project for renovation, alteration or modification to affected buildings and related facilities shall be made to insure that the path of travel to the altered area and the restroom, telephones and drinking fountains are readily accessible to individuals with disabilities unless such alterations are disproportionate to the overall alterations in terms of cost and scope. (2) Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall alteration when the cost exceeds twenty-five per -cent (25 %). VALUATION: Total of all renovation, alteration or modification being done, excluding painting and wallpapering: [1] $ MULTIPLIER (25% barrier removal requirement): x .25 TOTAL BUDGET FOR BARRIER REMOVAL: [2] $ ELEMENTS: In choosing which accessible elements to provide under this section, priority shall be given to those elements that will provide the greatest access. Elements shall be provided in the following order: • (a) Parking $ (b) An accessible entrance: $ • (c) An accessible route to the altered area: $ (d) At least one accessible restroom for each sex or a single unisex restroom: $ (e) Accessible telephones: $ (f) Accessible drinking fountains: and, $ (g) When possible, additional accessible elements such as storage and alarms: $ TOTAL (shall equal line [2] of Valuation Computation): $ L \Building \Permits \BUP -COM PermitApp.doc 02 /23/07 CITY OF �*mo n o�fm� nu��mm�� BUILDING ��U��8�U��N� PERMIT ~°~°"~~=~""~~° ~�"°"~~"~~"° � BUP208708523 13125SVV Hall Blvd.. Tigard, ORQ7223 DATE ISSUED: 1/16/2n08 Phone: (503)83Q'4171 |nupm�ionRequo�o(24Hm.):(SU3)630-4175 "L��' INSPECTION WORKSHEET FOR PAGE DATE: TIME � 7/78/2008 - ?:O3AkU � 14 S|TEADDRESS� CLASS OFVVORK� WORK: � 117DR E��VVARNERAVE SUBDIVISION: � LOT #: TYPE MOFFARBER TRACTS M � 0�2 035 � PROJECT NAME: � M|NAGE MINI STORAGE DESCRIPTION: New mini etQ/-ago OVVNER� PHONE #: � MIRAGE STORAGE LLC. CONTRACTOR: PHONE #: � ER|��GAMBEECON�[RUCO0N)WC � 503-631:1-0170 Inspection Request Scheduled For: Date 7778/70O13 Pour Time: Code # Inspection Description Confirm # Contact # Message 780 Insulation 075290'01 503'830-7874 N (�orroodona/<�onnnnenta/|natrucdono� ' K - \-a� 8tle s'�\ m/h) L-7 PI PASS S ~I.~Tk4L AP~ cw • ' | | CANCEL NO ACCESS | | FAIL �� CALL FOR INSPECTION | 1 ADDITIONAL FEES ASSESSED ~ �w� / / '/ ./ i ~- liz_i_6_ | c Da1e: 6 0 Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007 -00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/151200 8 Phone: (503) 639 -4171 ', ,1�It� Inspection Requests (24 Hrs.): (503) 639 -4175 •_.I INSPECTION WORKSHEET FOR DATE: 7/3/20083 TIME: 7:OOAM PAGE: 19 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARL3ER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE. STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 503 - 638 - 0170 Inspection Request Scheduled For: Date: 7/3/2008 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 270 Reinforcing steel (rebar) 072183 -01 503- 8347874 N 40 „, . rrections /Comments/ Instructions: 1 A 'T -- I''' t . ,11 -.1/ 12C1Ati- i zC (0c =- 61,---; El 'N 1---1/■./ ( 1 1 -') )g < It PE _ ItiWe)ki6-. 'CD f.+. \ c o r- ? L.— S if re PASS f'%■ ' R TIA 1'P-: v ' L CANCEL ❑ NO ACCESS ❑ FAIL / CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED , ' 41151 Inspector: Date: 4 / 6 Phone #: (503) 718- 1 CITY OF TIGARD BUILDING DIVISION PERMIT #: 13(JP2007 -00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/2000 Phone: (503) 639- 4171 ; r Ii � � Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 7/1/2008 TIME: 7:0OAM PAGE: 34 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS N0.2 LOT #: 036 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 503- 638 -0170 Inspection Request Scheduled For: Date: 7/1/2008 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Mess. - �70 Reinforcing steel (rebar) 072035-01 603.830 -7874 . 14"P_ Corrections /Comments/ Instructions: r [a. / &l _ L O i — 7 1 1*, ry Po u � �I Pi0i-.oVJ /1–Z __ e,� ef ,q_ _ DIIie r S %tA ❑ PASS ;.+J l''' ' = " ROVE El CANCEL - NO ACCESS n FAIL CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 7 i (og Phone #: (503) 718 - V/ Ilk CITY OF TIGARD BUILDING DIVISION PERMIT #: 13UP2007- 0052.3 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 1/15/2008 Phone: (503) 639 -4171 . i1I Inspection Requests (24 Hrs.): (503) 639 -4175 j .. °_ .. INSPECTION WORKSHEET FOR DATE: 7/1/2008 TIME: 7:00AM PAGE: 33 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New rnini storage OWNER: MIRAGE STORAGE. LLC, PHONE #: CONTRACTOR: ERIC GAMI3EE CONSTRUCTION INC PHONE #: 503 -638 -0170 Inspection Request Scheduled For: Date: 7/1/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 072036.01 503-830-7874 ei Corrections /Comments /Instructions: G/ 1/ .,1 a ; rge) V i , C-� Rj%1 C AI g Pe.--> �� h >66 X jcS 4 �� fa ❑ PASS lj 4': e __. _ , �_ � �' ' ,. , . ❑ CANCEL NO ACCESS FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: . ■ _ Date: 7//o g Phone #: (503) 718- 2C7 CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007 -00623 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1512008 Phone: (503) 639 -4171 i•'JI Inspection Requests (24 Hrs.): (503) 639 -4175 '°.. INSPECTION WORKSHEET FOR DATE: 6/27/2008 TIME: 7:01AM PAGE: 24 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMEIEE CONSTRUCTION INC PHONE #: 603 -G38 -0110 Inspection Request Scheduled For: Date: 6/27/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message ,,/� 275 Framing 071928 - 01 503 - 8307874 l Corrections/Comments/Instructions: 4--NS S f \l i pc t. 0 PASS SSC � : ' ' ' • ' ❑ CANCEL n NO ACCESS n FAIL CALL FOR INSPECTION ADDITIONAL FEES ASSESSED Inspector L _�� Date: 6 7 06 Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION PERMIT #: I3UP2007-00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: in vi Phone: (503) 639-4171 At Inspection Requests (24 Hrs.): (503) 639-4175 .4-.. •FAJL INSPECTION WORKSHEET FOR DATE: 10123/2008 TIME: 7 PAGE: 12 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO,2 LOT #: 036 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New rnini d.orage OWNER: MIRAGE STORAGE I_LC, PHONE #: CONTRACTOR: ERIC GAMI3EE CONSTRUCTION INC PHONE #: 503 Inspection Request Scheduled For: Date: 10/23000B Pour Time: Code # Inspection Description Confirm # Contact # Message 245 Firewall 077104-01 503-66(3-9690 , ( 7 7 Corrections/Comments/Instructions: ) 077C- ■ E)1 1 / N) A-z.._ aPRov / i)- 4_-1, e.,-- v e -- --- ,.-- S i &IQ . il -,1 -,)- 0 ) ,gAra.., CI -I ..1, :1-- --. (PASS A 419 r .,- PARTIAL AP• :• . ' w.tim,...._ ----- fl CANCEL r7 NO ACCESS I FAIL / CALL FOR INSPECTION i pi ADDITIONAL FEES ASSESSED Inspector: A.A■,....._ _ -. Phone #: (503) 718-2-6 4 a-A—° ' ° 1111■■ _ ` CITY ��N�� mo n ��n� nm��m�m�� BUILDING DIVISION PERMIT #: ��~°"~~~�""~~= ��"°"~~""="° � BUP2001-01Y533 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/16/2008 Phone: (503) 639-4171 Inspection Requests (24 Hrs.): (503) 639~4176 ^�,14'A INSPECTION WORKSHEET FOR DATE: TIME: PAGE: � 10122/2008 � 7�O DAh4 � 30 SITE ADDRESS: 11700 S CLASS OF � �/ WARNER � SUBDIVISION: � ACTS TYPE OF USE: � H0FFAR0ERTR�CT8W0�� #: D�5 � PROJECT NAME: � &4|RAGEMINI STORAGE DESCRIPTION: � Newmini o1ure0m OWNER: � PHONE #: N1|RAGESTORAGE EEC, CONTRACTOR: ERIC GAMBE[ CONSTRUCTION INC PHONE #: 503 Inspection Request Scheduled For: Date: 10/22/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 276 Framing 078997-01 503-600-9690 N Corrections/Comments/Instructions: �J L_� ��,~~ _� 04(i.m / ��xYv�- ��,i(z s ` PASS 0 CANCEL NO ACCESS n FA|L ji CALL FOR INSPECTION fl ADDITIONAL FEES ASSESSED �� Inspector: ° Date: f 0 77 /lg Phone #: (503) 718- zi — �� CITY OF TIGARD BUILDING DIVISION PERMIT #: 3l4 0002A 13125 SW Hall Blvd., Ti ard, OR 97223 DATE ISSUED: , Phone: (503) 639 -4171 9 �,� '�'' ;i s fil�1► ?J20� 2(�OCi Inspection Requests (24 Hrs.): (503) 639 - 4175 ` INSPECTION WORKSHEET FOR DATE: 10/6/2006 TIME: r:0[iAi PAGE: 2 SITE ADDRESS: 11700 SW WARNER AVE CLASS OF WORK: SUBDIVISION: Fic�1 FARi3t�I: TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE_ DESCRIPTION: Fir(I sprinkler syrl.em. OWNER: PHONE #: MIRAGE STORAGE LLC, CONTRACTOR: WYATT FIRE PROTECTION INC. PHONE # 503 - 684 -29)8 Inspection Request Scheduled For: Date: 10/6/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 2.45 Firc.wall 076330-01 603-600.9690 N Corrections /Comments /Instructions: v 0 . 1 1—. Cht- . MST & /7 )1//4v1 L: ' ie P,,.71)%e 7- ee,�- n PASS ❑ PARTIAL APPROVAL ❑ CANCEL I I NO ACCESS 1 FAIL n CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED 1 \k Inspector: Date: Phone #: (503) 718- \ CITY OF TIGARD BUILDING DIVISION PERMIT #: 13UP2007 -00623 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 11/5/2008 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 9/18/2008 TIME: 7:00AM PAGE: 17 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini it.orage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 603- 638 -0110 Inspection Request Scheduled For: Date: 9/18/2008 Pour Time: 1:00 Code # Inspection Description Confirm # Contact # Message 220 Slab 075607 -01 503 - 68(1-9690 N Corrections /Comments /Instructions: `�� % i ►� W 1- -z 5 1 /U L S - 1►�.v t ie o P LR - g._ i A�('��- Go .v 5 a._ u c b1L e- ?)( t/, ?‘ ,1' ,'7" ) 1/' lC4 l 3 - so o ee c-2 dVL __, e(') 0 0 \ rsk • n PASS a! '_'TIAL APPRO› n CANCEL I l NO ACCESS FAIL L FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: �► Date: 47 , 4 Phone #: (503) 718- C-f o 7 CITY ��N7�� OF mm��nm�� BUILDING DIVISION PERMIT #: 8UP207'0623 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/16/2(K]D Phone: (503) 639-4171 1631 1 Inspection Requests (24 Hs.):�}3)63A4�175 .4.0 INSPECTION WORKSHEET FOR DATE: 9/9/2008 TIME: 1:00AN| PAGE: 28 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: |1C)FFAF<8EF� TRACTS N0.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMF3EE CONSTRUCTION INC PHONE #: 60a Inspection Request Scheduled For: Date: 8/9/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 345 FirmwoU 075222-01 503-08Q-9690 N Corrections/Comments/Instructions: ■ _ n-° _ f~ _�� — ��, _~ ' ' - is _ =- 0/Ni 4 ---)/ , , ri PASS E CANCEL 7 NO ACCESS iiii 7 FAIL OR INSPECTION 111 ADDITIONAL FEES ASSESSED J� � � y1 � = Inspector: � _ _� � �� N�p - '� Date: ' . ' Phone #: (503) 718- ` � lb ' • CITY OF TIGARD BUILDING DIVISION PERMIT #: 1311P2007- 0()x:3 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1.5/2008 Phone: (503) 639 -4171 ' . d ; 1 Inspection Requests (24 Hrs.): (503) 639 -4175 __.. INSPECTION WORKSHEET FOR DATE: 8/18/2008 TIME: 7:00AM PAGE: 10 SITE ADDRESS: 1170(3 ` W WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFFARBER TRACTS NO.2 LOT #: OM TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini :cl.orage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMI3EE CONSTRUCTION INC PHONE #: 603.,638 - 0170 Inspection Request Scheduled For: Date 8/18/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 074296 -01 503 -6Qt 690 N Corrections /Comments /Instructions: 26a p' FIZ Al &- t) ti i `--si IQ - 7r 4 it k.e.1---t C., e_gill)t,_",, e, Ci ) - --T-zD CZ, L...) i !Pf a v 1 Z> 0 f /A -444 &N l'i' hez- 1 Az _ l)) 'P C-- i% • C // fl � 2c2 <_ 1� /4- - _ r A kjb? tzi.S PZ S r 1bRitir- /nl-.,. S , vJ ell r iti ,//© /Al(LvNr w L / G /' • i10. f!"_ S add 1 ❑ PASS j` 'ARTIAL APPROVAL ❑ CANCEL n NO ACCESS 1 1 FAIL II CALL FOR INSPECTION ADDITIONAL FEES ASSESSED iN i Date: 6 `e a Phone #: (503) 718- �, CITY OF TIGARD BUILDING DIVISION PERMIT #: BtJP 2007 gC35a3 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/16/2000 Phone: (503) 639 - 4171 °''' n1 Inspection Requests (24 Hrs.): (503) 639 -4175 �:_: ,. INSPECTION WORKSHEET FOR DATE: 8 /15��3OB TIME: 7_QOAM PAGE: 15 SITE ADDRESS: 11709 SW WARNER AVE CLASS OF WORK: SUBDIVISION HOFFARF3EP TRACTS NO LOT #: 030 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini is forage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 50 Inspection Request Scheduled For: Date: 8715/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 245 FirQwail 074224 -01 503-680.9690 N Corrections /Comments /Instructions: - d _ . ,.. li i - r air ; i /` /•c/CZ L I1 ( S L - yl - £ �0 (--T�- S Pc� L..4 ( Z 1 /LW S I■L"" t-- a-VvK g I S �� 1 � I PASS ❑ C (�t� 'ARTIAL APP' • ❑ NO ACCESS ❑ FAIL CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED Inspector: /O Date: e /S Phone #: (503) 718- Z Ce7r CITY OF TIGARD BUILDING DIVISION PERMIT #: I3LJP2 0i c ��f3 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 1 t15/2008 Phone: (503) 639 -4171 1_ f�l, Inspection Requests (24 Hrs.): (503) 639 -4175 „._' _.., INSPECTION WORKSHEET FOR DATE: 8/812000 TIME: 7:00AM PAGE: 28 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: I °IOFFARE ER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE. LLC, PHONE #: CONTRACTOR: ERIC GAMF3EE CONSTRUCTION INC PHONE #: SiT ;,x;38 -t }17th Inspection Request Scheduled For: Date 808f2008 Pour Time: Code # Inspection Description Confirm # Contact # Messa e 285 Drywall nailing 073949.01 503 -G00- 8690 _. Corrections /Comments /Instructions: I) ,.._b_Ey_14_1/.." .4)____s=t:L:f.......,,,.____f___.4._.:. n[ L7 n/- o - - a l\ A-i t S�a2� G - csyC' �- . 1 Im o.! 11- -t_ Fv . 7,10— y n PASS /4 PARTIAL APPROVAL ❑ CANCEL 1 I NO ACCESS '!� Al %/ CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED Inspector: Date: 05 Phone #: (503) 718- _ _ CITY OF .. ��nm w m.�n TIGARD BUILDING DIVISION PERMIT ~°~~"°~~�""°~~ ~°"°"~°"=""" #: �UP2OO7'U0523 13125 SW Hall B|vd�.Tigard. OR 97223 D ATE ISSUED: 1/15/200G Phone: (503) 639-4171 Inspection Requests (24 Hrs.): (503) 639-4175 AA, AL INSPECTION WORKSHEET FOR DATE: TIME: PAGE: � 8/5/2008 � 7�OD�hA � 42 SITE ADDRESS: � CLA8SOFVVORK� � 117OH E�Y\M@\RNERAVF SUBD(V(S0N� LOT#� TYPEOFUSE� � HgFFARBER TRACTS N0.2 � � � � PROJECT NAM E� ' MIRAGE MIM STORAGE DESCRIPTION: � Newmnini storage OWNER: � PHONE #: h4|RAGESq'C)RA(�ELLC. CONTRACTOR: � � ERICS� PHONE N��C0N�T�UCT|0�\NC 503-638-0170 Inspection Request Scheduled For: Date 0/5/2008 Pour Time: � Code # Inspection Description Confirm Contact # Message lUU Insulation 073690-01 503-030'7874 N Corrections/Comments/Instructions: � PASS � p'~ ^L ^ ��EL | | NO ACCESS If . . ~ �� . . ri FAIL 1, CALL FOR INSPECTION [ ADDITIONAL FEES ASSESSED /r ^_� - Inspector: �^�^~ Phone #: (503) 718- �7 CITY OF TIGARD BUILDING DIVISION PERMIT #: t3UP2007- 00523 . 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1f15120013 Phone: (503) 639 -4171 i �� Inspection Requests (24 Hrs.): (503) 639 - 4175 "_ INSPECTION WORKSHEET FOR DATE: 8/1/2000 TIME: 7:00AM PAGE: 41 SITE ADDRESS: CLASS OF WORK: 11709 SW WARNER AVE SUBDIVISION: HOFFARC3E:R TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI 'STORAGE DESCRIPTION: New mini E.. OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC . PHONE #: 503- 6380170 Inspection Request Scheduled For: Date: 8/1/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 280 Insulation 073661-01 503830 -7847 N Corrections /Comments/ Instructions: L% S it) C.--!< , D t-ize (%( isc- — K—A3 , Al PASS �`2_ ART Imo' '' , ' L ❑ CANCEL ❑ NO ACCESS n FAIL / CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED / 6)1 0 3 Inspector: _ Date: l� Phone #: (503) 718 - Z� %■ CITY OF TIGARD BUILDING DIVISION PERMIT #: SUP 007 00E23 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 1/1512008 Phone: (503) 639-4171 �.��i ��it Inspection Requests (24 Hrs.): (503) 639 -4175 �. � INSPECTION WORKSHEET FOR DATE: 7/31/20018 TIME: 7:00AM PAGE: 51 SITE ADDRESS: 1'1700 SW WARNER AVE OF WORK: SUBDIVISION: HOFFARHER TRACTS NO.2 LOT #: 03.5 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini ::torage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 5013-638 -01701 Inspection Request Scheduled For: Date: 713117008 Pour Time: Code # Inspection Description Confirm # Contact # Message 700 Insulation 073489 -01 503-830-7874 N Corrections /Comments /Instructions: — d�1 1_1 1Li l St –t----,L� 1 1 I PASS p i e f ; IAL AP • ! e ' , ❑ CANCEL n NO ACCESS n FAIL CALL FOR INSPECTION 1 1 ADDITIONAL FEES ASSESSED Inspector: Date: O > Phone #: (503) 718- 1-61-6V7 � CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007- 00623 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/2008 Phone: (503) 639-4171 Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 6/16/2008 TIME: 7:00AM PAGE: 39 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO.2 LOT #: 030 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE L.LC, PHONE #: CONTRACTOR: ERIN GAMBE.E CONSTRUCTION INC PHONE #: 503- 6380170 Inspection Request Scheduled For: Date: 6/16/2008 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 270 Reinforcing steel (rebar) 07139 501830 -7874 N Corrections /Comments /Instructions: - P H PASS to PARTIAL APP • n CANCEL ❑ NO ACCESS U FAIL n CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 6 1608 Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007 00 23 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 1/15/2008 Phone: (503) 639 -4171 °ilil Inspection Requests (24 Hrs.): (503) 639 -4175 s . INSPECTION WORKSHEET FOR DATE: 6/12/2008 TIME: 7:02AfvM PAGE: 39 SITE ADDRESS: 11700 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFF ARI3E.R TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAML EE CONSTRUCTION INC PHONE #: 503 -63l3 -0170 c; /CAS Inspection Request Scheduled For: Date: 5112/2008 Pour Time: 9 :00 Code # Inspection Description Confirm # Contact # Message p� 2'70 Reinf orcing steel (rebar) 071275-01 503-830- 7874 0 -°— Corrections /Comments /Instructions: 6 _ii L__f hl ,s 8 o -1-C> pc, rL vii : - A t_ . ' iV --- . ise ' � II 0 k16ql-- I 1 PASS ' ,►2- -, RTIAL APPROVAL ❑ CANCEL n NO ACCESS FAIL in CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 41Z.- 06 Phone #: (503) 718- 6 CITY OF TIGARD BUILDING DIVISION PERMIT #: E3UP2007- 00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1/2000 Phone: (503) 639 -4171 411 !� Inspection Requests (24 Hrs.): (503) 639 -4175 . '.W '''! INSPECTION WORKSHEET FOR DATE: 6/11 /2008 TIME: 7:00AM PAGE: 39 SITE ADDRESS: 11700 tom/ WARNER AVE CLASS OF WORK: SUBDIVISION: I IOFFARBER TRACTS N0,2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMC3EE CONSTRUCTION INC PHONE #: 503 - 6300170 Inspection Request Scheduled For: Date: 6/11 /2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 210 Reinforcing steel (rebar) 07119&01 503.830 -7874 / ^ 2— 17-, Corrections /Comments/ Instructions: t g ib I.-41.1C - K---C-7/QFn e__"--A,16 e__ I---z,_,,g.i./0 6. Z.. k 1 I � .` L; --o _' :, C G I , - Ar - _ 0 P 7. as - . . pi v .. PASS ,I/ ''+'TIAL APPROVAL CANCEL I 1 NO ACCESS FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED I t,./..2 Inspector: p — Date: illbg Phone #: (503) 718- II CITY OF TIGARD BUILDING DIVISION PERMIT #: C3UP20t)7 0()523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/2000 Phone: (503) 639 -4171 �' Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 6/9/2008 TIME: 7:01AM PAGE: 40 SITE ADDRESS: 11700 SSW WARNER AVE CLASS OF WORK: SUBDIVISION: I•IOFFARRER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 503638.0170 Inspection Request Scheduled For: Date: 6/9/2008 Pour Time: Code # , Inspection Description Confirm # Contact # Message 276 Framing 071053-01 503830 -7874 N Corrections /Comments /Instructions: . ! 7 • - _ • — V 1Z-0 11 eli • n PASS (.„!. PARTIAL APPROVAL El CANCEL n NO ACCESS FAIL CALL FOB I SPEN CTION El ADDITIONAL FEES ASSESSED Inspector: _ _ _ a Da ll,� 9 o Phone #: (503) 718- • CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007- 00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/2008 Phone: (503) 639 -4171 a li it Inspection Requests (24 Hrs.): (503) 639 -4175 �' �; INSPECTION WORKSHEET FOR DATE: 6/9/2008 TIME: 7:01AM PAGE: 39 SITE ADDRESS: 11700 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARI3E.R TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMk3EE. CONSTRUCTION INC PHONE #: 503- 638- 0170 Inspection Request Scheduled For: Date: 6/912008 Pour Time: Code # Inspection Description Confirm # Contact # Messa•e . 22 Post/beam structural 071054 -01 503 - 830.7874 Corrections /Comments/ Instructions: _F,.... (91__(____414 ill_Vz_.1.___ FL_ � 61 g_.1 L. E`i I.+ 4 7 A I - - " i 7 iF - C) II n PASS ! RTIAL " n CANCEL NO ACCESS n FAIL • CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: __ Date: (v 1 C Li Phone #: (503) 718- Z6Y___X CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007 -00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/2008 Phone: (503) 639 -4171 A ' 1' ' 4l � Inspection Requests (24 Hrs.): (503) 639 -4175 .4 '1 ' INSPECTION WORKSHEET FOR DATE: 6/9/2008 TIME: . 7:01AM PAGE: 23 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini :storage OWNER: MIRAGE. STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAME3EE CONSTRUCTION INC PHONE #: 503- 63f3 -0170 Inspection Request Scheduled For: Date: 6/9/2008 Pour Time: 2 :00� Code # Inspection Description Confirm # Contact # Message ' 270 Reinforcing aeel (mbar) 071093-01 503.830 7874 N Corrections /Comments/ Instructions: i ss 1\ m .. C'= p `/ 1 ) iC:` g1 /S l U ? » .b ,' ‹14-0 P f— i-1,1/ /-L / ' el n �PASSSS 4 PARTIAL APPROVAL ❑ CANCEL 1 1 NO ACCESS AIL 0 CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED l r: Date: (c� Ins b/ �-�.'� Phone #: 503 `/ Inspector: ( ) 718- ' tKIL, UPNbtt U_JM:. i !t14.! ucquaq.e:u00 0Q.O*,, — .._. PA'.3E 02 AF5riAN AESOCIATEE 06/06/2008 15:10 503-G20-5535 ,-,,,\ , L'r — e- c , 3 ■ / \ : f / ....- 0,4.4. uuk...i.„ \ ; 1 • ,, - \ : 1 %ze-t1 ''L- ftie- d) 1 s4, tv x _ ........... 1' VA- sfk,4---) . • \ .... - ,________ !-,--. . __ _., 4 WI Pt- Poe- ) L.0e, ii : , „ iii ___,i, ' ) ' c5/ . : 44 . x ■ ik UUT 9.4-17 To ( i-tot)E..s. i . • \ ''.---- 1 -4,X4 xi /z lidrire-... It.k12 . p 4-t44.04.4, L-J) 712 flie 4 AP^Pset) cw:ik:r ' . PRI% k..‹,estra)c,i,i "70 ri-N ' 41wite s.. .' 4 • f , ft it,. . . <fte--c-id..- TaXifialoi 0V — - q , , *al asncion. in. t \f4;1'4 -'571;-.FATs-1111 ENGINEERING — By: Cgs: 5 1 R 4676 SW artItn Om* r te,tte 30C I Dane nen. CM toms i ______ .._ Projaot 50 0 , 320.3123D Itel W3J51`0133F ? tax wIre eet• 411.:efr. 3E/06/2003 15:10 503-620-5523 .. X `)' 1 t: Arr>0.05 J 4404 A kAleginnutimadu ENGINEERING 47117i SW Orin" Pita Sea 37C Bensvonon, CU? 117005 533, WC ,!.4130 tad 103 ARCMS / feu Www.solang. bore 1 4- AFGHAN 05SOCIA7Ei 17v i ar 04 , SA ft't 6 - c- .1tx.fr / / er t i e " f , ■1\ -^,m4iftwt e -A - 19.( 7 -4 4 41 < if Tc-f P Pire6"- kfr eA (.71 Oz , u u ro )C1 P 1*,. C iy - t-•-•" PAGc n3 Wa ,44:Vi:7,:s - roei Per, rift 5-41... I nt CITY OF TIGARD BUILDING DIVISION PERMIT #: 131.1P20t)7 -00523 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 1/15/20043 Phone: (503) 639 -4171 ° , �� t Inspection Requests (24 Hrs.): (503) 639 -4175 `�I I.. INSPECTION WORKSHEET FOR - DATE: 5/5/2000 TIME: 7:01AM PAGE: 36 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO.2 LOT #: 036 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini .,forage OWNER: MIRAGE. STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMf3EE CONSTRUCTION INC PHONE #: 503 - 638.0170 Inspection Request Scheduled For: Date: 5/512008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 266 Masonry 069339 -01 503.66&A723 Y Corrections /Comments /Instructions: ( ?---1, � e -, �G 14, Z_- I - � - .<<,. K____ - z - a kCou 1 -c f S P --, ___2.),p_- A c--,c , ______- __mil PAS •�RTIAL APP' • • • ❑ CANCEL ❑ NO ACCESS n FAIL % ' • FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: Phone #: (503) 718 CITY OF TIGARD BUILDING DIVISION PERMIT #: f3UP2007- 00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1t i Phone: (503) 639 -4171 . °''�„;11r�f�l Inspection Requests (24 Hrs.): (503) 639 -4175 ,_� -� INSPECTION WORKSHEET FOR DATE: 5/1/2008 TIME: 7:00AM PAGE: 98 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARE3ER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAIvMC3EE CONSTRUCTION INC PHONE #: 503 -638 -0170 Inspection Request Scheduled For: Date: 5/1/2008 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 205; Footing 069110 -01 503130.7874 N Corrections /Comments/ Instructions: i`hl o U /:_z-! :T.D // n PASS .! fARTIAL APPR• ❑ CANCEL NO ACCESS n FAIL / CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED, Inspector: � Date: � , -C� Phone #: (503) 718 - / /- CITY OF TIGARD BUILDING DIVISION PERMIT #: 13UP2007- 00523 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 1/15/204'3 Phone: (503) 639 -4171 ,� i i(i , Inspection Requests (24 Hrs.): (503) 639 -4175 ' ° :_. INSPECTION WORKSHEET FOR DATE: 5/1/200l3 TIME: 7:00AM PAGE: 97 SITE ADDRESS: 117013 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARI3ER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE. DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 503 - 638 -0170 Inspection Request Scheduled For: Date: 5/1/2008 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 069111 -01 503-830 -7874 N Corrections /Comments /Instructions: .--- - ❑ PASS Viz • "T,l I A ❑ CANCEL I NO ACCESS Alr n FAIL CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: i / Phone #: (503) 718- -2--6 �f v CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007- 00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/2008 Phone: (503) 639- 4171�.�,r:� Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 5/1 /2008 TIME: 7:00AM PAGE: 86 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARt;3ER TRACTS I\10.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMI3EE CONSTRUCTION INC PHONE #: 503- 638 -0170 Inspection Request Scheduled For: Date: 5/1/2008 Pour Time: 11:00 Code # Inspection Description Confirm # Contact # Message 265 Masonry 069146 -01 503.6W4723 Y Corrections /Comments /Instructions: -'r 1 ; . i i i L PASS ��' , "' = , • H CANCEL n NO ACCESS FAIL 1 CALL FOR INSPECTION 1 1 ADDITIONAL FEES ASSESSED Inspector: = Date: / O '' Phone #: (503) 718-Z 6 CITY OF TIGARD BUILDING DIVISION PERMIT #: 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1.05/2i3u3 Phone: (503) 639-4171 A. ,.,, Inspection Requests (24 Hrs.): (503) 639-4175 ,,, INSPECTION WORKSHEET FOR DATE: 41)f , TIME: 1:1Y:;AM PAGE: .1!: SITE ADDRESS: 11701'; . ..';',N I.N;:.PR PV. CLASS OF WORK: SUBDIVISION: HC;.::F:Af . fl:',i::.T:; NC% 2 LOT #: t TYPE OF USE PROJECT NAME: DESCRIPTION: NeA OWNER: IV;tPA". 0 , PHONE #: CONTRACTOR: EC GA!' if:',01‘!:::IRU(.,:TIC. INC PHONE #: EJ:Ivf-- 01'10 Inspection Request Scheduled For: Date: - Pour Time: 11: 00 Code # Inspection Description Confirm # Contact # Message _... Corrections/Comments/Instructions: 77 - b 6 B 7 . / s c t-r - ie Al 5 b 1 io 3 'frf 1 ie-0 k)' t b77-1 'I y L 1 F PASS 41- Roy >. .. 11% TIAL A:P., ' .17 CANCEL 1 I NO ACCESS I I FAIL 1. i •: 1 -. - ON i t fl ADDITIONAL FEES ASSESSED Inspector: Date: V3 -08 Phone #: (503) 77182-&"' C ----. CITY OF TIGARD BUILDING DIVISION PERMIT #: I3UP2007-00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1 i /19200ft Phone: (503) 639 -4171 � � �� Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 4/250008 TIME: 7:01AM PAGE: 14 SITE ADDRESS: 11708 SW WARNER AVE. CLASS OF WORK: SUBDIVISION: FiOFFARBER TRACTS NC).2 LOT #: 036 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE_ DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LI..C, PHONE #: CONTRACTOR: ERIC (3AME3EE CONSTRUCTION INC PHONE #: 503 -63B -0170 Inspection Request Scheduled For: Date: 4/25/2008 Pour Time: 12:00 Code # Inspection Description Confirm # Contact # Mesh 265 Masonry 068918 -01 E50:3-656-4723 („`��//� Corrections /Comments/ Instructions: IML /Aig -"S A' . C 1_,.,/z_ 7 . "6 G 1--f 3 B 1 . Tr" ilf ► s Pl_ - zee n PASS 4�- .. - n CANCEL NO ACCESS n FAIL ALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: /._-_ Date: D& Phone #: (503) 718 - _Z-2--__C__,Z7' . T 1' CI ■ Y OF TIGARD BUILDING DIVISION PERMIT #: 13UJP20(i7 -00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/'15!2003 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 1 INSPECTION WORKSHEET FOR DATE: 4/16/201)8 TIME: 7:OOAM PAGE: 41 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFF TRACTS 1‘10.2 LOT #: 03 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini :storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMI3EE CONSTRUCTION INC PHONE #: +, 03 -630 -0170 Inspection Request Scheduled For: Date: 4/10/2008 Pour Time: 11:00 Code # Inspection Description Confirm # Contact # Message 26fi I4 aE :otirF 068440 01 603.666.4723 Y Corrections /Comments/ Instructions: !1 . t L/ n....e l� t 2 - 19‘i 7 & ' ( e 1 Rog' — PASS ;A TIAL APPROVA._ - n CANCEL 1 I NO ACCESS n FAIL G CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED Inspector: _ �� Date: t� � �� G ` �� Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: l3UP2007 -00523 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 1/161200B Phone: (503) 639 -4171 m !fi Inspection Requests (24 Hrs.): (503) 639 -4175 .�' �II` INSPECTION WORKSHEET FOR DATE: 41/5/2000 TIME: 7:02AM PAGE: 40 SITE ADDRESS: 11 700 SW WARNER AVE CLASS OF WORK: SUBDIVISION: FIOFFARRER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini .: :torage OWNER: MIRAGE STORAGE t.LC, PHONE #: CONTRACTOR: ERIC GAMLEE CONSTRUCTION INC PHONE #: 503-G30 - 0170 Inspection Request Scheduled For: Date: 4/15/2008 Pour Time: 9 :00 Code # Inspection Description Confirm # Contact # Messa.e 1E.;r Masonry 060353-01 603-65G-4723 AIP Corrections /Comments/ Instructions: / i / 'Zi III. i. Ab■ ?a 1- .S ri �-- - - - - le- - — c-. ) P.- S - 2 � "l- ( L7 ( cr_.---7 �> -. - d L zs 1� i_./ ( �- ❑ PASS ` 144;4 TIAL APPROVAL ❑ CANCEL 7 NO ACCESS n FAIL % 'ALL FOR INSPECTION n ADDITIONAL FEES ASSESSED il,______ Inspector: Date: i 1 1 / Phone #: (503) 718- –71:-/- e-- CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007 -00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/2008 Phone: (503) 639 -4171 411' Inspection Requests (24 Hrs.): (503) 639 -4175 .:_ INSPECTION WORKSHEET FOR DATE: 4/11/2(108 TIME: 7:01AM PAGE: i3 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: I• IOFFARBER TRACTS N0.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE. MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE : TORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 603-6380170 Inspection Request Scheduled For: Date: 4/11/2008 Pour Time: 11:00 Code # Inspection Description Confirm # Contact # Mes • - 265 klasorily 068212 -01 503 -666 -4723 Corrections /Comments /Instructions: r te_ I` ,e) t f - A. / * .11) - " Z- 0 Z- f 14_ - 7 - c , (f. l r -- l n PASS E - AATIAL APPROVAL--- PPRO ❑ CANCEL ❑ NO ACCESS ❑ FAIL A CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: `j 68 Phone #: (503) 718- 1� CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007 -00523 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 1/1512000 Phone: (503) 639 -4171 �r „,i�� Inspection Requests (24 Hrs.): (503) 639 -4175 ,' ,Ftl�� INSPECTION WORKSHEET FOR DATE: 419/2006 TIME: 7:00AM PAGE: 15 SITE ADDRESS: 11700 W WARNER AVE CLASS OF WORK: SUBDIVISION: HOFf'ARf3I.:R TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New min si,orage OWNER: MIRAGE_ STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMI3E.E CONSTRUCTION INC PHONE #: 503- 630.0170 Inspection Request Scheduled For: Date: 4/3/2006 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Mes ..- 3Eiz :. MZiMity 006103 -01 503 -656-4723 ' iir Corrections /Comments/ Instructions: M o 1,r2. * _ ” 'A S Z st ■ i.■ " LJIti P'LS . Wrgib di 7 /k -07 11-- e--- l 6 (_-- -4-C i . Xt i /4 Z — " r?�L ' 6-4). t - crr� .f i 6 e- 1 To D _ Pal - , - .0 _ oi 6AL4,9 1 PASS ' G AL AP' = ti fI CANCEL _ NO ACCESS n FAIL — CALL FOR INSRTCTION El ADDITION L FEES ASSESSED Inspector: ■■_ Date: e, dg Phone #: (503) 718- / ii► CITY OF TIGARD BUILDING DIVISION PERMIT #: 1:W2007-00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/200 Phone: (503) 639 - 4171 °'' graJiI; Inspection Requests (24 Hrs.): (503) 639 -4175 . :.: °__;. INSPECTION WORKSHEET FOR DATE: 4/7/2008 TIME: 7:01AM PAGE: 19 SITE ADDRESS: 11708 SVV WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TIRACFS NO.2 LOT #: 03F TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE. DESCRIPTION: New mini storage OWNER: MIRAGE ".3f RACE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSirwa ION INC PHONE #: 503- 53(:3 --0i /0 Inspection Request Scheduled For: Date: 4/7/2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Mess e �6 ■ Masonzy 0679M-01 503-939-4259 l Y CorrAeti Ens /Comments /Instructions: &:, — Ft , t Z-- S - orr /1 -7---6-- -- q So v hi/�' _- j4-- I J ? S C --) ="t S P — e--___ AP r'ac ` (L . PASS 14 "AATIAL APPR_OV ❑ CANCEL ❑ NO ACCESS n FAIL n C ' = ' , - = ON ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 1 M, Phone #: (503) 718 - Z. ■1 CITY OF TIGARD BUILDING DIVISION PERMIT #: 13UP2007 -00x:3 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/2008 Phone: (503) 639 - 4171 ' kg ° '��c' i Inspection Requests (24 Hrs.): (503) 639 -4175 ,'. I "'_L INSPECTION WORKSHEET FOR DATE: 4/3/200:3 TIME: 7:O2AM PAGE: 8 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARRER TRACTS NO.2 LOT #: 03?i TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBE:E CONSTRUCTION INC PHONE #: '303- G3R:0170 Inspection Request Scheduled For: Date: 4/3/2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 266 M tsorny 067848 -01 503-939-4269 N Corrections /Comments /Instructio• / / o f f e i -a/ /°z f ,Qi J5 PASS % IAL APPR�r, ❑ CANCEL NO ACCESS ._ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED . Inspector: _ _ Date: 3 0.r Phone #: (503) 718 - (--__/r/ CITY OF TIGARD BUILDING DIVISION PERMIT #: 13UP2007 -00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15/20 Phone: (503) 639 -4171 Al k Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 4/3/2008 TIME: 7` 02AM PAGE: 44 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: f IOFFAF7Bl: R TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New rnini storage " OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC.; PHONE #: 503.63t3M170 Inspection Request Scheduled For: Date: 4/3/2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 067819.01 503.830-/874 N Corrections /Comments /Instructions: � / q p � —v • r _ ! ' '' t/ Mi °' "3 / • PASS Ij! PAR 11 AL APPR L l CANCEL • ❑ NO ACCESS • FAIL %) CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: __ ° 8 Phone #: (503) 718 - �� CITY OF TIGARD BUILDING DIVISION PERMIT #: 13U- 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1f15 /)tt0h Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 4/3/2008 TIME: 7 :O2AM PAGE: 45 SITE ADDRESS: 11 ?Oti SW WARNER AVE: CLASS OF WORK: SUBDIVISION: 1 ~ f ARBER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini :storage OWNER: MIRAGE :- FC)RAGF: LLC, PHONE #: CONTRACTOR: ERIC GAM13EE CONSTRUCTION INC PHONE #: 503-638-0170 Inspection Request Scheduled For: Date: 4 /3/2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Mess 1 t 20!:.; l=ooting 061818-01 603 -030 -7874 Y Corrections /Comments/ Instructions: Arr S—a DTl , ti! d --r —�T 1 rt,,f (P1_ n PASS PARTIA ' ' = •VAL CANCEL NO ACCESS FAIL CALL • _- ❑ ADDITIONAL FEES ASSESSED Inspector: / C� Date: ? 4, d Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: t !1F�?007 01}Ti: 3 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 111f20013 Phone: (503) 639 -4171 I I ' Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 4/2)2088 TIME: 7:00AM PAGE: 40 SITE ADDRESS: 11708 SW WARNER .AVE CLASS OF WORK: SUBDIVISION: HHOI (ARFsER TRACTS NO.2 LOT #: 036 TYPE OF USE: PROJECT NAME: MIC:AGE. t S1 ?I AGI . DESCRIPTION: New mini storage OWNER: MIRAGE. STORAGE L.,LC, PHONE #: CONTRACTOR: ERIC GAMl3EE CONSTRUCTION INC PHONE #: 503. -0170 Inspection Request Scheduled For: Date: 4/2/2008 Pour Time: 11:00 Code # Inspection Description Confirm # Contact # Message 270 Slab 007713 -01 603.830-7874 N Corrections/Comments/Instructions: L . m f.-, -i- 0 ( /e. S 1 0 A.-t . r - /`l 4 C c / y Z. G 0 ' 6 l , . o G ' . . /= , Cs�71 - • S ' I e_.: . C tAPASS PARTIAL APPROVAL 1 CANCEL El NO ACCESS El FAIL , CALL FOR INSPECTION _ ADDITIONAL FEES ASSESSED p ry/ p Inspector: -- ' -/� ---/. Date: ` ' ` C. Phone #: (503) 718 - Z__67W CITY OF TIGARD BUILDING DIVISION PERMIT #: 13UP2007 -00623 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 111E x000 Phone: (503) 639 - 4171 �' FI�I+� Inspection Requests (24 Hrs.): (503) 639 -4175 iii INSPECTION WORKSHEET FOR DATE: 4/2/2000 TIME: 7:00AM PAGE: 42 SITE ADDRESS: 11700 SW WARNER AVE CLASS OF WORK: SUBDIVISION: F TRACTS NO.2 LOT #: 036 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: Ne'!v mini $tt)rage OWNER: MIRAGE STORAGE LL , PHONE #: CONTRACTOR: ERIC GAMFJEE CONSTRUCTION INC PHONE #: 603638-0170 Inspection Request Scheduled For: Date: 4/2/2000 Pour Time: 11:00 Code # Inspection Description Confirm # Contact # Message 210 Found tion walls 057709-01 50'3 030.7874 N • Corrections /Comments/ Instructions: r" � C_/� e / ik-L= 6 (7) -t `7" � CSC AZ - e_.y . . ...., . i ,__ Ir 1 I PASS r PARTIAL APPROVAL ❑ CANCEL n NO ACCESS x01 / ' ALL FOR INSPECTION ❑ ADDITIONA FEES ASSESSED Inspector: Date: Z- es Phone #: (503) 718- Z.-6 CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007- 00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1f:1200H Phone: (503) 639 -4171 '�L Inspection Requests (24 Hrs.): (503) 639 -4175 '"_... INSPECTION WORKSHEET FOR DATE: 4/2/2001 TIME: 7:00AiVI PAGE: 43 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRAM NO.2 LOT #: 03E, TYPE OF USE: PROJECT NAME: MIRAGE E MINI ill oraAGE DESCRIPTION: New iiiirii - ;11m OWNER: MIRAGE STORAGE LL.C PHONE #: CONTRACTOR: ERIC: CAMF3EE CONSTRUCTION INC PHONE #: 503 Inspection Request Scheduled For: Date: 412/2008 Pour Time: 1:00 Code # Inspection Description Confirm # Contact # Message 20`+ Footing 067707 -01 503 - 130171374 N Corrections /Comments/ Instructions: e. ?_ �. I PARTIAL APPROVAL ' ❑ CANCEL ❑ NO ACCESS FA CALL FOR INSPECTION • ❑ ADDITION L FEES ASSESSED ' Inspector: Date: • Ci 06 Phone #: (503) 718-4—e, �r 03/2512008 12:51 503 - 620 -5539 AFGHAN ASSOCIATES PAGE 03 I it, GgzSS Ties .. IZ °C- G e 3 Ties e. / 2 0 c,, L it • ( wiri4-IpJ 7i' 6 • I, t ' 1 1 ■ `�. A ( 8) * 4, \te ( --. 1 , CON) C-te-e T4- pc.4,) T 14 \ ,.... GI NF.i, ift 0� ► °• t', / �yY1 l ' 41/0 F1 AFe MEIRES:12/31 ( , II /'h afghan associates, inc. Q By: 41144 Date: / / ENGINEERING ' ?�=�z SIN S Griffith Drivel Suite 3001 Beaverfan, OR 1 97005 Project No.: 503.620.30301 tel 503 620.55391 fax www.aaleng.com Sheet: ,� I of: A t ti �� 1 1 o i L _., ,, w West Coast Geot , Inc. .k. ,.., ,,_ .„.0„. Geotechnical Consultants 19093 S. Beavercreek Road, #339 I Oregon City, Oregon 97045 �5 , t '3Y ) � . Phone: 503.632.2316 Fax: 503.632.2312 TRANSMITTAL JOB #: W - 2355 TO: Eric Gambee Construction DATE: March 7, 2008 P.O. Box 13354 Portland, OR 97213 PROJECT: Mirage Storage Igl Mail ❑ Email: ATTN: Eric Gambee ❑ Fax: Time: Total Pages Sent: *Please call 503.632.2316 if you did not receive all pages ITEMS INCLUDED: Memo's Dated: 2/26 2/28 (2 with attached figure) 2/29 3/3 (2 with attached figure) cc: Saj Jivanjee; Afghan Associates; Pacific Underground BY: Michael Schrieber, P.E. REMARKS: If there is anyone else not listed above who should receive copies of our memo's directly from us, please provide us with names, addresses and fax numbers. Otherwise, we will assume you are distributing copies of our memo's in their entirety. REPORT OF FIELD DENSITY TESTS • WCG CLIENT: Eric Gambee 19093 S. Beavercreek Road. #339 PROJECT: Mirage Storage Oregon City, OR 97045 Phone: 503.632.2316 CONTRACTOR: Pacific Underground Fax: 503.632.2312 TEST DATE: 2/26/2008 INSPECTOR: All PROJECT NO.: W -2355 Test .Location. Proctor Dry 'Moisture. tC ( %) Reg .Pass / • Number Reference` Density Content ( %) : , • Comp. F it 1 See figure for test locations. 2 130.7 10.3 96.6% 95% Pass 2 See figure for test locations. 2 132.4 11.1 97.8% 95% Pass 3 See figure for test locations. 2 129.2 10.4 95.5% 95% Pass • Densities reported in lbs. per cubic foot (PCF), all tests performed using nuclear density gauge unless otherwise noted PROCTOR TEST REIi:ERENCE TABLE' Proctor ltilaaiptdm - Optimum .TestMethod :Material •.,Reference` :..Dry Density • . Moisture; :. :Description 2 135.4 12.2 AASHTO T 180 Method D Modified Tigard S &G 3/4 " -0" Notes: Stem wall backfill testing. Respectfully submitted, West Coast Geotech, Inc. 1 Ct:- --;4 : ‘ This report is the property of West Coast Geotech. Inc and its Client. Reproduction or reuse of this report without the express written approval of West Coast Geotech or its Client is prohibited. Andy Haines. Field Technician K , ..._ West Coast Geotech, Inc. WC (�/� �i,r= Geotechnicat Consultants 19093 S. Beavercreek Road, #339 Oregon City, Oregon 97045 Phone: 503.632.2316 Fax: 503.632.2312 MEMORANDUM JOB #: W -2355 PROJECT: Mirage Storage DAY: Thursday DATE: 2/28/08 Proof -Roll ® Field Report PAGE: 1 of 1 Arrived onsite 7:30 a.m. per Contractors request. Weather: Clear. West Coast Geotech observed a proof -roll conducted on the south 100 feet of the slab subgrade. West Coast Geotech observed deflection in an area approximately 18' x 20' x 1' deep, more or less. Rock appears over - saturated. Nil deflection observed in the rest of the proof -roll area. While onsite, Contractor excavated failing area and replaced with rock. West Coast Geotech observed an additional proof -roll in failing areas where nil deflection was observed. Passing Proof -Roll: - All except stated below. Failing Proof -Roll: - 18' x 20' x 1' deep area, see map. `' tint Re -roll of failing area: Passing Proof -Roll (after repair): N. I, - All areas Failing Proof -Roll: i - None �� Zp Ist 4 6 1 F Grant Richardson, Field Technician REPORT OF FIELD DENSITY TESTS WC CLIENT: Eric Gambee 19093 S. Beavercreek Road. #339 PROJECT: Mirage Storage Oregon City, OR 97045 Phone: 503.632.2316 CONTRACTOR: Pacific Underground Fax: 503.632.2312 TEST DATE: 2/28/2008 INSPECTOR: GR PROJECT NO.: W -2355 • Test, Location': Proetor Dry Moisture . . ' RC (%) , Req. Pass/ Number . Reference Density . Content(%) - - Comp. ,Fail • I See attached figure 'A' for test locations. 2 131.6 9.6 97.2% 95% Pass 2 See attached figure 'A' for test locations. 2 130.1 9.0 96.1% 95% Pass 3 See attached figure 'A' for test locations. 2 130.8 9.2 96.6% 95% Pass 4 See attached figure 'A' for test locations. 2 133.6 10.0 98.7% 95% Pass 5 See attached figure 'A' for test locations. 2 132.6 9.5 98.0% 95% Pass 6 See attached figure 'B' for test locations. 2 130.5 9.0 96.4% 95% Pass 7 See attached figure 'B' for test locations. 2 130.8 9.1 96.6% 95% Pass 8 See attached figure 'B' for test locations. 2 132.4 9.7 97.8% 95% Pass 9 See attached figure 'B' for test locations. 2 129.8 8.5 95.9% 95% Pass 10 See attached figure 'B' for test locations. 2 130.8 9.4 96.6% 95% Pass 11 See attached figure 'B' for test locations. 2 130.7 8.8 96.6% 95% Pass 12 See attached figure 'B' for test locations. 2 132.8 9.9 98.1% 95% Pass 13 See attached figure 'B' for test locations. 2 131.5 9.6 97.1% 95% Pass 14 See attached figure 'B' for test locations. 2 130.8 8.8 96.6% 95% Pass 15 See attached figure 'B' for test locations. 2 129.7 8.3 95.8% 95% Pass Densities reported in lbs. per cubic foot (PCF), ali tests performed using nuclear density gauge unless otherwise noted . PROCTOR TEST' REFERENCE, TABLE, -rector ... M ax um. Optimum Test Method - :Maternal. • • Reference ' Dry Density Moisture .. Description ' 2 135.4 12.2 AASHTO T 180 Method D Modified Tigard S &G 3/4 " -0" Notes: Tests conducted on slab grade and slab footing line at south Respectfully submitted, end of building. West Coast Geotech, Inc. / ,/' T his report is the propeny of West Coast Geotech, Inc. and its Client. Reproduction or reuse of this report without the express written approval of West Coast Geotech or its Client is prohibited. Andy Haines. Field Technician LiUR-E-- \ A ? 2- /2-.S/ 0 6 Simi tivt t the 0 0 0 i� .r.", .•4 id 4 4 4 46 0 •Ft of `E' N Term e g g of — 1 1 1 rici litiiiiii REPORT OF FIELD DENSITY TESTS ,-.-..„. CLIENT: Eric Gambee 19093 S. Beavercreek Road. #339 PROJECT: Mirage Storage Oregon City, OR 97045 Phone: 503.632.2316 CONTRACTOR: Pacific Underground Fax: 503.632.2312 TEST DATE: 2/29/2008 INSPECTOR: GR PROJECT NO.: W-2355 ,, 10.:V:'61 M,,,.,0**g':':=g:4AW:rlfiVVgIW,'A'14,10:P:g,- NA . 5 - Vfp;its i N4A1 - ::?• , -Ti-Itt4t , t^gZ,,-: - TrFeAM-ge:qtt'Ai4:•!. ,- gii ! 4:ilgV , V,:' - Xtg; ; LI , SV. I See map for test locations. 1 131.8 8.1 96.5% 95% Pass 2 See map for test locations. 1 130.9 7.4 95.8% 95% Pass 3 See map for test locations. 1 131.4 8.0 96.2% 95% Pass 4 See map for test locations. 1 132.4 8.5 96.9% 95% Pass 5 See map for test locations. ... ik r 1 130.7 7.7 95.7% 95% Pass 1N.I.... .. ,,..—....--1 ----- - •.-.--:: ----._ it' 11.z._ ..... .,,,,„.. .., ...--- Stfi_ .... ,.....,...,,,,.... -.--..„......coth. 1 . .... -- . ........ 1 ."17 : - 1 * .UM.. - .)..n4' h.r4-. ............ .... ' . ' - 1 /, \ "r* ■ . i 4e;.S1 C ft Densities reported in lbs. per cubic foot (PCF), all tests performed using nuclear density gauge unless otherwise noted 4E , T ,., - "''''''' - '*vr" - '""---" '"` 1.'... 0.iNx ., 1:;:if.g .. ,.. z q .„ 1A.i... 1 ;t..k. , ; . 3:Iiikk,;;;',fNia'5Af.i6P . :Kint - O.C.TbitqWSTY ,-, wri.T.Ntialkitag , SAVW:#t*,1.:.tga-4.'9,.;M:t:54.aot - =.sgn - qg:V4.0f r i4. , i'a , :: . :•;:: -, .:':47:' .., :: ; :. - `4.-'.4)441'1 , A.i.... 3 4..MW.iT'il4:' , FA44 , 3 4 4%ftWZ 2 if.C,.4`.?.. 4* ".~ 4..ri.g.t'i t. `.*i_ls. ,,---.-.• :., a. - - , .1-,., '"4!% P4, 9 4 , t4t,X.A.taltZtf' 'IVEIte"i' • '':' 4.5•AM041:4V . ,:: :05 - .,,- .,,,,.. ",, •...._,_,_., ' ..IRTiii,•1. j t : 1 1 4 ;0-tVg* -4 : 3 '*M.M - 4.: 1 , ... ' VIIAI-ke#44,..0..4 ,..r.fill'4,:,.,,,,4..4. 1 .,..,-,.., z ,:,,,....,,, :ktteie r ence ,,,,,, v ,„ ; „ 1 ,,, : , ry, a .. -s:e.6.0 ,,,, iP.. C141-: . - ..70-,,.,-0,...-„,,, . ; , ;;;;N:z.::!.. , : ,:, 5 , .w . f.ta ,.- g: : % : .:;; : ;,f , Tt.. : .T' , 7 -, i' ,: A5ga -. ciSaiMai-irgSA - ;iM - ',':iAV.iSftali ; ;'.IN:f,es:'F. , ' - Asli.,!slt4. - Qv4fe:.::;:iA - A.A..,: ;,,,a:eek...1-,-7t 4- .e:-,: I 136.6 11.3 AASHTO T 180 Method D Modified Tigard S&G 1"1/2"-0" Respectfully submitted, Notes: Tests conducted on footing lines within building pad. Footings West Coast Geotech. Inc, were dug 1 to 2.5' feet 0.ide and are approximately 8 to 18 inches deep. . ..._.„ hi -,. repon .,'., the properly ...)1We.stt..;.)asIcjc...4, and I, s t i icn I keproductkm 01 itliSe of 'his repor, - ,, , , , , ,-. „ , • West Coast Geotech, Inc. 4sr :{ k wc `'- Geotechnical Consultants 19093 S. Beavercreek Road, #339 Oregon City, Oregon 97045 Phone: 503.632.2316 Fax: 503.632.2312 MEMORANDUM JOB #: W -2355 PROJECT: Mirage Storage DAY: Monday DATE: 3/3/08 Proof -Roll ❑ Field Report PAGE: 1 of 1 0 Arrived onsite 7:15 a.m. per Contractors request. Weather: Clear to overcast. West Coast Geotech observed a proof -roll on the next completed area of the slab grade within the building pad (see attached Figure 'A'). West Coast Geotech observed nil deflection under a loaded dump truck. Passing Proof -Roll: - All (see attached Figure 'A') Failing Proof -Roll: - None Grant Richardson, Field Technician • REPORT O F FIELD DENSITY TESTS CLIENT: Eric Gambee 19093 S. Beavercreek Road. #339 PROJECT: Mirage Storage Oregon City, OR 97045 CONTRACTOR: Pacific Underground Phone: 503.632.2316 Fax: 503.632.2312 TEST DATE: 3/ 3/2008 INSPECTOR: GR PROJECT NO.: W - 2355 Test Location Proctor Dry . Moisture RC ( %) Req. • Pass/ • Number. ' Reference Content ( °h) Comp. • Fail Density 1 See attached figure 'N for test locations. 1 133.0 9.6 97.4% 95% Pass 2 See attached figure 'A' for test locations. 1 133.5 9.4 97.7% 95% Pass 3 See attached figure 'A' for test locations. 1 131.5 8.8 96.3% 95% Pass 4 See attached figure 'A' for test locations. I 132.2 9.0 96.8% 95% Pass 5 See attached figure 'B', Map #1, +2'. -2' 1 133.0 9.5 97.4% 95% Pass 6 See attached figure 'B', Map #2, +1'. -2' 1 132.0 8.9 96.6% 95% Pass Densities reported in lbs. per cubic foot (PCF), all tests performed using nuclear density gauge unless otherwise noted . ; PROCTOR TEST - REFERENCE TABLE Proctor ' Maximum ' Optimum . •_ _ - Test Method ' ° .. Matei'ial , Reference • Dry Density- : Moisture , . ,' " Description 1 136.6 11.3 AASHTO T 180 Method D Modified Tigard S &G 1 "1/2 " -0" Notes: Stem wall backfill at entrance of property. Compacted with Respectfully submitted, jumping jack. West Coast Geotech, lnc. \ is i ) r V i ; tf ....c T - ■.--; 7- '' , ., i '::4-1-0 • his report is the property of West Coast Geotech. Inc. and its Client. Reproduction or reuse of this repot without the express written approval of West Coast Geotech or its Client is prohibited. Andy Haines. Field Technician FICr-PPE % / 6 \ ( aj3(6E3 pzfct- Q C� /611_0% 5 Z/fr . rIG -SURE - 13` �� N AAI afghan associates, inc. ENGINEERING MEMORANDUM DATE: March 14, 2008 TO: Saj Jivanjee Jivanjee Architects BY: Hamid R. Afghan, S.E. t G s.15 g ee SUBJECT: Response to Field Questions and Clarifications `'s` ' • 1 , 6 r PROJECT: Mirage Storage PROJECT NO.: A07072 41/0 R A� G ��` The following is our response to your questions: ;: "FE:S: 12/31 O, 1) South, East and West Retaining Walls: South Retaining Wall — Attach the wall to the slab with #4 dowels at 30" o.c. with Simpson S.E.T. adhesive. Dowels to anchor into the slab a minimum of 12 ". East and West Walls — Saw cut the slab at 10' intervals as shown and install (4) #5 dowels at each location per attached detail. Attach the wall to the slab at go" interval as indicated for the south wall. 2). Masonry Control Joint: See attached masonry control joint. 3) Detail 5/S3.02: See attached Revised Detail 5R/S3.02. 4) Sheet S -202A Masonry Schedule: Change #5 @ 48" o.c. horizontal reinforcing for 8" wall to (2) #4 @ 48" o.c. 5) Detail 7/S3.01: The continuous footing may be constructed similar to Detail 6/S3.01. 6) Property Line Footing at Grid H: See Revised Details. 7) Concrete Mix Design: Please ask your supplier to provide 30 consecutive test results per ACI for each mix design E:120071.A070721Documents\Memo - March 14 08.doc 4875 SW Griffith Drive I Suite 300 1 Beaverton, OR 1 97005 503.620.30301 tel 503.620.5539 'fax w w w. a s i e n g. c o m • 1 I 1 63.01 1r /0 ).. 0 . i- J I 1 r r _ __, \ ., , r _, Ir. d 0 VA r— — 1 I i ' .I. : , .1,„ ,I, s,..,.,,.., .1 IA 0 0. CJ. _1 . rA , — L1 tril 7 ?_. ; ... 1 - 1 1 : „ . — 1 0 . @ @ at I: '• 1 ,. • j , , '-'7, , 1 I I ,: 1 , ii • ,, , : , ! 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S3.0 -- 1 / 4 TYP. 7 7 L ii,, , I , . 1: . , r ,.. — . ---- it ,4 ; : J IV -4 P r 4 .1 00 11 i c i 1 1 00 I 11 ; . r Iii ! 00 0 0 00 . I , 1 L —I •4 0 4 ,... • II tn:i LITI 1 '; A 1 D \_, - , , 1 .4 1 UJALL C•J. TYP. ,..)- / V L_ _ _ _10_... __ J e 40 0" O.C. 4% 1 • - N (3) *1 DoWE 34, Slriesor4 s. e.7 rfo r Co I L lz . , 12 (✓ 7� nJ I N t••9 W A (�L- (4) 'S Go n/ 77nl /a Us BM-4, 8 . P te 30 &7 aF I.Z g- (2) � Eft 5 iD ( i: rP • 1r- G I N .F ( 1 ,262 e oN a ce p 0 R,0 E ..PiRES: 12/31 I I alghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith Drive 1 Suite 3001 Beaverton, OR 1 97005 Project No.• 503.620.30301tel 503.620.55391 tax ._.._._......._-- w• w- w-- e• a• i• e. n. 9_. cv.m.___�...�..._._......._a..- ....__...._.,.._..._.._. _..V �_..__._.. _b -._e_ __..._ .._ _..�- __..._.P ---•- $heel:..... -- °-- -�•-of �.____.�,__..•..__Y_� FLANGED NEOPRENE CONTROL JOINT. CONT. VERTICALLY (2) BARS ES OF CONTROL JOINT. GROUT CELL FULL NE IGHT. G F -' ' ,262 " # s ' i/4/4 17, A9P!' E : :!PiRES: /31 ' DOWELS x4' -6" W/ 10" �.� EMBEDMENT INTO STEM WALL UJ/ SIMPSON SET EPDXY NOTES: L STOP NORZ. REINFORCEMENT AT JOINT. 2. MATCH BARS EA. SIDE OF CONTROL JOINT W/ WALL REINFORCING. CO 12 CONTROL JOINT S3 01230212 CLC SCALE: I" = 1' -0" s Z-` ;362 9 r- t r ►N 'S--, ' "- ' 1 7 , Aav { ' � i li �O R. A �G� � • 1 ' ~x�' 12/31 L3x2x1 /4 (x12') EA. SIDE W/ (2) 5 • IN r= •5 - L ' ► -10 .' • - ONR''r -- 1 5 /S' DIAMETER THREADED ANC .OR :- ♦ MA ► 4 B • ( - HARD, t RODS a 9' D.G. W/ POWER I r.) a O. A/ I' (.A. z.'40.1 \ FAST EPDXI' (TOP ANCHORS 6' FROM TOP OF PIER) 1\ 8' GMU WALL `_`- WF COL SEE PLAN ¢ y ';''' \ ''.. ''' s ' ' ' \ "I ' ‘-' 0 t r ,I ..: , 1 \ I- 3/16 Pr 5' NOTE: SEE 5/S3.01 AND 6/S3.01 FOR INFO NOT SHOWN ,R COLUMN IBASE FLAN • 3 01230205 SCALE: 1" = I' -0" • v 4k Wx1 T /—i E33 T 1 1 sIo I AT GRID 2 1 _ el AT GRID 1 1 -1-- K 1 $,? r 1 PA --- - oc 1 1 Og I 0 L 1 o• (.7... -._-1____ _ _ : 1 I ---- ---- -.17 . ,,..- - H --- — __-' = \ t___ _ _, • -I I i ./2/2/ I ---.--I L J I / / /— —1 I I I I L _ 2 - 0 1 ' "1, Ark r--- --7-_—_,:---.e,- r 0 1 0. 53.02 e , 4 irk STEP FTG. 53.02 -." I i ; 1 I ;:• 'sr- ` 00; 4 i 1 ki 1 ' ! I 00" I 01 53.02 II . Os I- t 1 ..... . F 0 0 = I _ jig • ` J - - . 1 0 1 • L 1�^ cmu , , -I A gibi "..,..,...„..., oe 0 S3.01 t_.) \ FrAreriZeil z.eittrAcTe20210 ri oa 0 ....._____ b TYF'_ 1 r, #, . ot . , IIII / 1 ro ■ g ff, _,OJ 110 — , ..o2 . - 0 IN:112:415171 5 6 7015.92 :f-ffifalfil.71=1=17/Z.151, — — .. , , i , Ali 2 \ i -.,. 2 AI, 1 53.02 53.02 SIM, 53.02 10" CMU 1 4 " ;',' 11 2�'-� 20' -0" / t C C 0 01 `L__----7 , - • ; ,:,i ;.,..,,. e, 4., 4 •,. :-.-'_'?-, \ ' r ti5,4TIL- sur-NbATic, 1)C,...--6,.. (5-2.0 f ft . . -.' %P.- •-• -., . ., \ , ,t. A ,$ 4 . 4 a . ,. '‘`''''''°. ,262 '�- 4 1 1 /1 t'A -t.� t G0N 1 ' � •N'e+) , ,S. ✓ 1, 17, A�`�,, . P--) * ' ' f i C R. AEG � ('� rV> r 1 :: t ., ]1 � { Do W EL$ t " e 2 3 -O La r w/ :slab RewtF• . y A z. c 7 u pG J r • . • 1 . 2--'L ..-j j 5112 Oc - - .TV P^ sTC -eat t t, 'F. . 4: OF- 4I, C-'"` v , tf p.F. ' - 1--t Wt. Cid 3'. t_ i rot._ c - r."i o .0 c'' Ie. Ir ,� � }i?.1. . .1 :ii. •.1 :t ''i AM " f C PW 4. 1 to?1 tt i1 II.: AA' afghan amigos, l✓1;1 I� • By: MT Date: 3 / I i I ENGINEERING 1375 SW Griffith Drive puke 3001 Beaverton, OR 197005 project NO.. 503.620.3030 f ref 603.620.55391 fax www.eaieng.com Sheet: of: avik WSx31 TYP. i WSx31 TYP. "'7 ;d'c i AT GRID 1 1 AT GRID 2 , 4 O r J � o - -_ .,, L .._ J - - -- i ..../ / I - p* 11111 L _ r 2' - 53.02 O i - -- -. ti O 53.02 .�, _ ,r ,G STEP - 1=TCz. 4 � � =1 t oe r , - a i; , y a 1 m 53.02 vV.� : 1 f tn c L r- 10 " CMU � _ J °g alk - - - -- 1 - -. ri %zezm ®zc- ! � /� /G�1.v�� /�/ sus" / /E'a� ® ®I///®/z®C .�/ ® ®Of9f 0$ o S3 ml U i TYP. 8 i f �\ l< E 0 III I / � I , 1,' A R % ..0'0 _ t vo x . 01 7, , . oo .2..l or,�EV vv ` vvvor® - - - - 0.... _ s y 6 z 12 2 ``. , AI 53.02 53.02 SIM. 53.02 1 1m" CMU 4" 11' -3" 20' -0" 2m' -0" 110 0 0 4 CITY OF TIGARD BUILDING DIVISION PERMIT #: 13UP2007-00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1512UO3 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 3/2612008 TIME: 7:00AM PAGE: 40 SITE ADDRESS: 1°170t3 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini :3orage OWNER: MIRAGE STORAGE. LL.C, PHONE #: CONTRACTOR: ERIC CAMl3EE CONSTRUCTION INC PHONE #: 60:638-0110 Inspection Request Scheduled For: Date: 3/26/:008 Pour Time: 8:10 Code # Inspection Description Confirm # Contact # Message 220 ;'`iab 067346 -01 503-830-7874 N Corrections /Comments/ Instructions: • ❑ PASS ��l PARTIAL APPROVAL ❑ CANCEL n NO ACCESS n FAIL ' CALL - NSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: _ � � / Phone #: (503) 718 -��1:� � ector: Date: 03/25/2008 12:51 503- 620 -5539 AFGHAN ASSOCIATES PAGE 02 ii , y>4 - _.'" i r afghan associates, in. ENGINEERING RECORD OF TELEPHONE CONVERSATION PROJECT: Mirage Storage PROJECT NO.: A07072 DATE: March 25, 2008 TIME: PERSON: Peter Jivanjee COMPANY: Eric Gambee Construction PHONE #: X INCOMING CALL ❑ OUTGOING CALL SUBJECT: Footings REMARKS: 1). Per our conversation, it is acceptable to have the electrical conduits to pass through the footings at Grids D -2 and E -2 with the added second mat of reinforcing. 2). The average concrete strength of 2700 at four days is acceptable for walls along Grid G8 -1 to 2.5 and Grid H -1 to H -3. 3) We have reviewed mix design 305002W by Wilsonville Concrete and we found it to be acceptable. SIGNED: 0 d1 ") (Ohl_ 4G1 Ne * � J cc Pet J ivanjee : i 1111 t 1 ' , • , 1'kr 17 1� . # 1 GE.XPtRES: 12/31 1 4875 SW Griffith Drive 1 Suite 3001 Beaverton, OR 1 97005 503.620.3030 1 tel 503.620.5539 I fax w w w. a a i e n g. c o m WILSONVILLE CONCRETE PRODUCTS Readymix - Sand - Gravel P.O. Box 37 Wilsonville, Oregon 97070 Phone 503.682.2525 Fax 503.682.1922 Concrete Test Summary Mix Design Number: 305002W Plastic properties Compressive Stength Test # slump air 7 day 28 day 28 day 28 day 3 test avg 1 1 3.50 0.0 3600. 5840 5850 5950 5880 2 2 4.25 0.0 3700 5430 5710 5540 5560 3 3 5.00 0.0 2370 3750 4110 3990 3950 4 4 3.00 0.0 2590 4650 4620 4500 4590 5 5 4.00 0.0 2450 4410 4310 4670 4463 5 6 4.00 0.0 3260 4440 4470 4510 4473 7 7 4.25 2.3 3260 4380 4340 4420 4380 8 8 3.00 2.1 3240 4450 4360 4270 4360 9 9 3.50 1.1 3550 5460 5340 5650 5483 10 10 3.75 0.0 2990 4090 4030 4150 4090 11 11 4.50 1.9 2580 4640 4530 4350 4507 12 12 3.75 2.0 2840 4690 4490 4810 4663 13 13 3.50 2.1 2370 4700 4790 4830 4773 14 14 4.00 1.6 2320 . 3500 3920 3510 3643 15 15 5.00 0.0 2960 3670 3430 3510 3537 16 16 3.75 0.0 3050 3730 3890 4460 4027 17 17 475 0.0 1840 4050 3980 4030 4020 18 18 3.00 0.0 3000 3920 3850 3770 3847 19 19 5.00 0.0 1980 3490 3480 3560 3510 20 20 3.00 0.0 2590 4890 4780 4480 4717 21 21 4.00 0.0 2790 3390 3670 3380 3480 22 22 4.75 1.5 2900 4030 3980 3900 3970 23 23 4.00 0.0 2810 4340 4510 4400 4417 24 24 6.00 1.3 2130 3720 3620 3600 3647 25 25 3.00 1.9 3290 4430 4500 4480 4470 26 26 3.75 1.8 3220 5030 5300 5060 5130 27 . 27 4.00 1.3 3560 4730 4740 4740 4737 28 28 5.00 2.0 2580 3510 3530 3530 3523 29 29 4.75 2.2 - 2020 . 3780 3720 3240 3580 30 30 5.00 1.2 2800 = =3550 3600 3610 3587 Average 4.09 0.9 2821 4300 Std. Dev. 0.76 0.9 503 584 100/100 'd 2261 289 EOS(XUJ) 313 1]N0] 311IANOS111 611:E1 (11H1)8002-02-81:111 8.5 LF 8" PVC 0 3034 Gl�lt 46.47% 5S CO 2 -CART. CB RIM = 224.38 60" 'CONTROL MH RIM= 224.67 RIM 224.68 IE IN= 221.47 IE =2 IE I 217.40 IE OUT= 221.37 E • • , £`'l s ,:- 49,E ' w ` ✓: �'�' P x&34 . War 55 ffgg }� ' ./ k �\ , `i �'tj�'�i4' fib "IWI �!I Y'4 2 4 -C MP -- -. P P . r .: +.y '- / \ o4.4.IMININISlalillallitigRaMitt, 57LF 6 "DI CL.52 : y r 30" ACCESS PORTS 0 _0_ --�-- — �� ®' . \ V/- ....4,.r.. 73LF 6751 CL52 � �. CP it ems:.., r • , 54.5LF -8 "ABS I. %,-- '' IE= 217.40411 5 �. - CLEANOUT I� a N. 0,, � RIM =±226 \ Ve J; . ► IE= 223.10 °I N NDS CHANNEL ! ; Q DRAIN (LIGHT VEHICULAR)\ IE- 217.62_ RIM= 223.60 4 "SAN.LAT. A CLEANOUT I �i RIM= 224.55 + /- 1'2%MIN. /• " L © -- -- - - -- - IE= 221.00 A�` � =-_ ® CURB 16.0 PR Opk. I 0p /f a7 � G �' � NORTH i fil A UTILITY PLA , 8' � �' . °3¢ �` hi Ho f{ ''‘‘*. 49 SCALE 1 20 WATER NOTES: EXPIRES: 613001 O. NOT USED O INSTALL FIRE HYDRANT NOTE: (TVWD STD.DWG. 101) 10 3" ABS ® 2.0 %(MIN.) O INSTALL 6 "DCVA 2 4" PVC 3034 SAN.LAT O7 FDC TO BE INSTALLED O (TVWD STD.DWG. BF105) (SEE SHEET R2.0) ® BUILDING (SEE PLUMBING PLAN) 30 NOT USED PER FIRE MARSHAL 18" OFF BACK OF SW 03 NDS CHANNEL DRAIN AND CITY (SEE PLUMBING PLAN) /;\ -\y- 6 "DI WATERLINE OO INSTALL 1" CARV ASSEMBLY PER T AND STD.DWG. 601 0. INSTALL 6 "DI WATERLINE 52 LF D.I. CL. 52 UTILITY PLAN NWS 05/22/08 WI. ''' i`� afghan associates, int BY DATE ,:'e CHK BY 02414 DATE °5/22/(48 ENGINEERING A0501111 JOB NO 4875 SW Griffith Drive I Suite 3001 Beavertan. OR 1 97005 503.620.3030 tel 1 503.620.5539 fa` Isursta�g'®"' SHEET OF RF,TURN RECORDED DOCUMENT TO: CITY HALL RECORDS DEPARTMENT ' CITY OF TIGARD 13125 SW HALL BLVD. TIGARD, OR 97223 INDIVIDUAL or CORPORA'1'h File No. Space above reserved for Washington County Recording Information RIGHT -OF -WAY AGREEMENT/ ENCROACHMENT (REVOCABLE PERMIT) THIS AGREEMENT is entered into oni 9- 2008, between the CITY OF TIGARD (the "City ") and Kn P -Ael ( "Property Owner "). RECITALS A. Property Owner owns the property located at 11708 Warner Avenue, Tigard, Oregon 97223, Taxlot 1S135DD05200, more partic . arly described as Lo+ 35" uP fe • r.G ©,2- / 1 in the City of Tigard, Washington County, Oreg ,lJ ' e "underlying property "). B. Applicant has constructed or is constructing private utility lines (including fire flow and water lines) and fixtures within the City's right -of -way along the western edge of Property Owner's property (the "encroachment"). See attached exhibit A C. The City believes that the encroachment may be maintained in place without significantly interfering with the use of the right -of -way, and is willing to allow the encroachment to remain, subject to removal only if needed to allow the City to use the right -of -way. D. The City therefore agrees to permit the encroachment to remain in place, subject to the City's right to revoke that permission. TERMS OF AGREEMENT Property Owner, on behalf of Property Owner and all future owners of the underlying property, agrees: 1. To forego any and all claims that Property Owner might have at any time against the City arising from work performed in the right -of -way due to the encroachment in the right -of -way, including, but not limited to, damage to or removal of the encroachment; 2. To reimburse the City for all repair or installation expense that exceeds the expense that would have been incurred if there had not been an encroachment; 3. The City may determine, in its sole discretion, the materials, means, and methods to be used in performing work within the right -of -way. Expenses for work within the right - of -way are deemed reasonable when based upon competitive bids obtained by the City or upon the written opinion of costs by an independent registered engineer selected by the City; and 4. On demand of the City, to remove the encroachment, or such part of it as needed to allow the City to exercise full use of its right -of -way. If Property Owner does not remove the encroachment as directed by the City, the City may remove the encroachment at Property Owner's expense; and 5. To reimburse the City for the total repair expense if the repair work is necessitated by damage caused by the encroachment. The cause of damage shall be established by the written opinion of an independent registered engineer selected by the City. In the event that the City determines that continued occupation of the right -of -way by the encroachment is inconsistent with the City's right to use the right -of -way, the City may revoke this agreement. Any such revocation shall be communicated to Property Owner or successor in interest at least 30 days in advance, unless an emergency situation does not allow the full notice period. It is covenanted and agreed between the parties hereto that all the covenants and agreements above expressed shall be held to run with and bind the property described herein, and shall extend to and include their heirs, assigns, devisees, lessees, and holders of any kind of and under Property Owner. This paragraph does not limit the City's unilateral right to terminate this agreement as provided above. This agreement allows the encroachment as built to remain, but does not allow any expansion of the encroachment within the right -of -way. If the City undertakes any work that requires removal of the encroachment, the City will allow the encroachment to be reconstructed without expansion, if consistent with continued operation of the City's facilities in or use of the right -of -way. All rights and privileges granted herein by the City shall terminate upon the non - conformance to the plot plan or discontinuance of such use. WITNESS our . ... this 2-- ., o .108. /I Al e , Property • . ; igna - Property Owner's Signature Property A a • , es Mailing Address (if different) fiip7 a 4 '7722 STATE OF OREGON) ) ss. County of Washington) ' instrument was acknowledged before me ongril '\ , 2008 by: ' / SEAL �!1 P 4 �C rz'g SHIRLEY LL TREAT a ` NOTARY PUBLIC - ()REGION Notary's Signa e %'. 7 ' COMMISSION NO. 416777 NY COMMISSION EXPIRES APRIL 25, 2011 My Commission Expires: In accordance with Section 15.16 of the City of Tigard Municipal Co /� City of Tigard (mil �c--- 13125 S.W. Hall Blvd. City Maaer Tigard, OR 97223 STATE OF OREGON) ) ss. County of Washington) This instrument was acknowledged before me on M kY 2 2tro 5 (date) by: d k-PcI & P f> - O55 -R, GI MA 1'TA&&A.. (name of person(s)). .. OFFICIAL SEAL ) %Ali ( ir7, . J BENGTSON ! Notary's b , 1 NOTARY PUBLIC -OREGON ' : ature f � 'u COMMISSION NO. 413772 0-7 7 // Mr COMMISSION EXPIRES APR. 27, 201 - My Commission Expires 1 CITY OF TI , GARD , ,,,.„... iii, 7, ,,,„„,.., BUIL D DIVISION , ,,, PERMIT #-. 12` SW HaH avd.., Td OR. 9223 DATE 1SSUED-. Phone: (503) 639-071 inspection Requests (24 Hrs.2: (03) 639-4175 INSPECTION WORKSHEET PCP, P.ATE TIME: c-'GE: ...—.................■.,....--....,..,............e.mrm.•IUIINCNI.UOI■VdlSIPIINsorrnliptpilrXgLIaimaII.9asysaw..o■amr...■sm ______...._ SEE ADDRESS:. rt_A;;._; OF WORK:: SUBDIVI,StOM- 1 4: Tr FE OF PROJECT NAME: DESCMPTION:. OWNER: • PHCZ.'",?.1.71 i±: CO:WRAC-FOR: . Fi-ECtNE g Inspection Request Scheduled For: Date: . POW Time: Code # Inspection fle.sc:riptif. Cc.7.firm 4 Can't 1..i. . : ..... -• _ - - Corrections/Comments/instructions: . . _ • -, - „ . , , ,_ - ..-- :• .., : ,, .,,,, - • .. , _ • , :' :::-. ...._ t, •,-,......, 1 : , -- _-- .., - :,. io--'- , • . -.- - --- _ - (..._ „I, - .'.'t-• ,..,_, :77 , ‘..-.; 1.• C 1 ' -- "T' 1 I t _ — - ____ _ — ---- --- - • - ------ -- -- — _____ ------- __ __ ri PASS Li PARTIAL APPROVAL I I CANCEL t t NC) ACCESS 1 FAH_ n CALL FOR INSPECTDN 0 ADDITIONAL FEES ASSESSED natp- ': ' ,,--' Pi-ann.ra .ii- (Silfki 71P, Insnactnr : ,- - . .._ _ . . r,...._,,, S $PCCILL r1 all IItII C RFI - ENGINEERING RESPONSE DATE: June 30, 2008 REQUESTED BY: Darby Owenby, P.E. PERMIT NUMBER: - -- American Building Company 1150 State Docks Road Eufaula, AL 36027 CLIENT: Darby Owenby PHONE: 334- 687 -2032 FAX: 334 -688 -2311 JOB NAME: Mirage Storage 51 -6947 COMPLETED BY: Hongyu Wang, P.E. JOB NUMBER: 08021.07 REVIEWED BY: Scott Jacobs, P.E. Per your request, we have reviewed your as -built detail, our structural drawings and calculation and offer the following: `\ 1. Your as -built detail for steel angle at top is acceptable. Minimum gauge shall be 16GA for angle. Respectfully, :\ Hongyu Wang, P.E. ir rop fk..... i 21t 1-a -_ • 16GA minimum e, / - . } ■ i - OREGON • it a � P. E. JP '� 1 4 11 EXPIRATION OATS: 06/30/a 06.30.2008 JCI Engineering and S2 Specialty Structures aie divisions of JO Holding 8076 West Sahara Avenue Suite 8 Las Vegas, Nevada 89117 Phone: 702.313.9393 Fax 702.313.9394 9.6.2008 13:58 Hilti, Inc. — >15037465735 — Mon 01:58 PM — 09Jun2008 P.1 • b Date :06/09/2008 ® Time :1:57 pm 5400 S. 122nd E. Ave. Tulsa, OK 74146 (918) 252 -6000 TO :, , erectorsinc From :Nelson, Erik Faxed Number :15037465735 Location : C.C.: City :Tulsa Subject :FW: Metal Building Total number of pages :10 Elizabeth A. Payne EBT Technical Services Department I Technical Support Engineer NMI Borth America 5400 S 122 E Ave I Tulsa, OK 74146 P 877 - 749 -6337 I F 918 -252 -6849 E elizabeth.payne @ hilti.com E hnatechnicalservices @ hilti.com www.us.hilti.com 9.6.2008 13:58 Hilti, Inc. — >15037465735 — Mon 01:58 PM — 09Jun2008 P.2 05.06 -20013 06:02pm From-Hilti Tech Eng +918- 252 -8949 T -702 P.001 /000 F -350 June 5, 2008 Page 1 of 8 To: Rocky Dimmit Fax: (503)722 -8995 Company: Erectors Inc Project. Metal Building in Tigard.: Submittal requesting the use of Hilti mechanical deck fasteners as an alternative to 112" effective diameter puddle welds for attachment of floor deck to supporting steel members. The specified decking attachment 112" effective diameter puddle welds shall be replaced by the Hilti mechanical deck fastener X- ENP -19 L15 where the steel base material thickness is l > 114 ". The actual base material thickness should be verified on -site prior to purchasing or installing the fasteners. The fasteners shall be installed at the fastening pattern depicted in the attached diaphragm shear table(s). R�{e erenCeft: 1. Applicable Deck Diaphragm Table Calculations 2. Cover Page, ICC-ES Evaluation Report No. 2197 3. Table 22- Allowable Values to Resist Uplift Forces, ICC -ES Evaluation Report No. 2197 4. Footnotes, ICC -ES Evaluation Report No. 2197 5. Hilts Decking Manual 2001, Tables 5.1.1 and 5.1.2 6_ Deck Isometric Diagram CONCR E LED IAPH G : Given Connection Design: 1/2" Effective Diameter Puddle Weld Concrete Type: Normal Weight Design Compressive Strength, f 3000 psi Concrete Thickness: 2.5" above top of deck flute Zone Deck Deck Deck Fastener Fastener Sidelap Fastener Design Diaphragm Shear A. e Ga e S an T j • Pattern T and Pattern Capacity (p11) 1 2 x 12 18 10' — 0" 1/2" Puddle 3614 Button Punch - -- Weld 24" On Center Proposed Connection Design: Hilti X- ENP -19 L15 Concrete Type: Normal Weight Design Compressive Strength, f', 3000 psi Concrete Thickness: 2.5" above top of deck flute Deck Deck Deck Fastener Fastener Sidelap Fastener Design Diaphragm Shear Zone Ga : e San T j' Pattern T and Pattern Ca. aci Button Punch 1679 1 2 x 12 18 10' —0" X-ENP-19 36/4 24" On Center No Design diaphragm shear capacity based on SDI Design Manual. 2 EdiUon cabuladon methods with safety factor for concrete filled diaphragms of 3.25. When shear studs are present in the design, the contribution of the deck fastener to diaphragm strength is considered negligible. Shear stud fastener design and spacing at the diaphragm perimeter is not considered as part of this submittal. Use of shear studs to transmit diaphragm shear should be checked separately. The project structural engineer must approve this submittal. If you have any technical questions or concerns, please do not hesitate to contact the undersigned directly. Submitted by: Elizabeth Payne, EIT 877 - 749.6337 Checked by: X06 b 080605.21 9.6.2008 13:58 Hilti, Inc. – >15037465735 – Mon 01:58 PM – 09Jun2008 P.3 • 05 -06 -201)8 06:021mi From -Hi l t i Tech Eng +818 -252 -6640 T -T02 P.002/000 F -350 ,.;.. "° "'PRQFIS DF DIAPHRAGM DESIGN FOR STEEL DECKS V1.0 Page: 1 _._ .. .. Company — Hilo, Inc. Contact Project Metal Build Phone (800) 879-8000 Address Contract No.: Feet (800) 879 -7000 Hgl7echEng@us.hllicom Phone/ Fax 1 Responsible: hnp:l / www.us.hilti.com e-Mat Date: 615/2008 Project Notes: Calculations based on: Steel Deck Institute (SDI)Dlaphragm Design Manual, ' Zo ne 1 Pars] I Data: Applied Factors of Safety: Safety concept ASD 2.50 inch NW Structural Concrete Fil, weight 145 pcf (Fe = 3000 PSI) on Relevant loads, Wind Composite Deck - 2 X 12 - 36 Inch Factor. c = 3.25 Width W fin.] = 36 Depth D [n.) = 2.00 Thickness T ]gauge] =18 T [in.] = 0.0474 $tructulral Conne1tton: At end/ interior supports: HBO x - ENP- 19.1.15 an 1 1 1 3614 pattern Sidelap Connection IMPORTANT: Button Punch Al diaphragm eeriness H86 X -ENP- 19-.15 spaced at a main= of 19 inches an center based on the Design Diaphragm Shear of 500.00 rig Design Shear Stgneth: Stitch Connectors Design Shear Strength (PLF) Per Span Span (ft) 9. 9.8 10.0 0.5 1 K1 0 1624 1618 1613 1608 1603 0.803 1 1643 1636 1629 1624 1618 0.774 2 1661 1653 1646 1839 1633 0.747 3 1680 1671 1655 1649 0.722 4 1698 1688 allii 1671 1664 0.698 5 1718 1706 • :. 1687 1679 0.676 6 1735 1723 1712 1703 1664 0.655 7 1753 1740 1729 1718 1709 0.636 8 1772 1758 1745 1734 1724 0.618 9 1790 1775 1762 1750 1739 0.600 10 1809 1793 1779 1766 1754 0.584 Shear Stiffness; Shear stiffness modulus (G) determined by the following equation + K3 i in.) 3.14 + 3(K1 XSpen) Where K1 = Refer to table for values; K2 = 1398: K3 = 2377 • r cd/n must be . • _- for . _ .. alt with the ad • . eoncitO 6 and ra • aaibli • ! Ple8 e • to l • ,r an dadaimal 9.6.2008 13:58 Hilti, Inc. - >15037465735 - Mon 01:58 PM - 09Jun2008 P.4 05 -06 -2008 06:02pm From -Hilti Tech Eng +818 -252 -6848 T -702 P.003 /000 F -350 ---. ESR -2197 ES R EPORTTM Issued April 1, 2007 �.�. This report Is subject to isLexarnination in one year. Moe U Workmen M9 Road, Wolter, tatornIa 90601® (562) t ICC Evaluation S arvice, Inc. Moe Regional otce • 903 Montdai< Road, Suds A BYningfcvn, Naberna 35213 • (2 5994100 W w W . i0C -es .09'41 R peml Office • 4061 mat Floeer oorROad. C dirty 001411a lends 60478 • (708) 799 -290'5 DIVISION: 05—METALS panels must have widths of 24,30 or 36 inches (610, 762 and Section: 05090- -Metal Fastenings 914 mm) with the flutes spaced 6 inches (152 mm) on center. and the sidelaps must be a nestable -type ora standing seam, REPORT HOLDER: interlocking -type. The 2 -inch -deep (51 mm) panels must have a width of 36 inches (914 mm), with the flutes spaced 12 inches (305 mm) on center and standing seam, interlocking 5, INC. type sidelaps. The 3- inch -deep (76 mm) panels must have 64 SOUTH 122 " EAST AVENUE widths of 24 or 36 inches (610 and 914 mm), with flutes TULSA, OKLAHOMA 74148 spaced 8 or 12 inches (203 and 305 mm) on center, (800) 879.6000 respectively, and nestable -type or standing seam. www,us.hilti.corn interlocking -type sidelaps. The 1Y (38 mm) steel deck panels must have minimum base - steel, thicknesses of EVALUATION SUBJECT 0.0598, 0.0474, 0.0358 or 0.0295 inch (1.82, 1.19, 0.91 or 0.76 mm) [ 59, 47, 35 or 29 mils (No. 16, 18, 20 or 22 gage)). BARE STEEL DECK AND CONCRETE -FREED STEEL. The 2 -inch -deep (51 mm) steel deck panels must have DECK DIAPHRAGMS ATTACHED WITH HILTI X- ENP -19 minimum base -steel thicknesses of 0.0598, 0.0474, 0.0418 115, X-EDN7 9 THQ12, OR X-EDNK 22 THQ12 FASTENERS or 0.0358 inch (1.52, 1,19, 1.06 or 0.91 mm) [59, 47, 41 or 35 mils (No. 16, 18. 19 or 20 gage)] . The 3-inoh -deep (76 mm) 1.0 EVALUATION SCOPE steel deck panels must have minimum base -steel thicknesses of 0.0478, 0.0418, 0.0359 or 0.0299 inch (1.21, 1.05, 0.91 ra Compliance with the following codes: 0.76 mm) [47, 41, 35 or 29 mils (No. 18, 19, 20 or 22 gage)). • 2008 international Building Code (IBC) Steel deck panels must conform to the requirements of ASTM A653 SS, Grade 33, with a minimum yield strength of 33,000 • 1997 Uniform Building Codee' (UBC) psi (228,000 kPa). Galvanizing must be in accordance with a evaluated: the minimum G60 designation. Forsteei deck panels installed Property rtN without concrete fill, the panels may also be painted or Structural phosphatized steel complying with ASTM A 611, Grade C, or ASTM A 1008 SS, Grade 33 (minimum), with a minimum yield 2.0 USES strength of 33,000 psi (228 MPa). Steel decks shall have Hilti's X ENP - 19 L15, X - EDN19 T 012 and X- EDNK22 deck erebosaments or indentations for positive interlock with THQ12 fasteners are used for the attachment of bare steel concrete fill. deck and concrete-filled steel deck diaphragms to structural 3.3 Concrete Fill: steel members. 3.0 DESCRIPTION The structural concrete fill is eithernomtal- weightor structural sand lightweight, with a minimum 28-day compressive 3.1 Power - driven Fasteners: strength, P, of 3,000 psi (20.7 MPa), and a minimum thickness above the deck of 2 inches (51 mm). Structural The Hilts fasteners are manufactured from hardened carbon normal-weight concrete fill mustcontain aggregate complying steel with an electroplated zinc coating conforming to ASTM with ASTM C 33, and have a minimum unit weight Of 145 B 633-07, SC 1, Type 111. pounds per cubic foot (2323 kg/m Structural sand The X- ENP -19 L15 fasteners are 0.937 inch (23.8 mm) long lightweight concrete fill must contain aggregate complying with a 0.177 -inch- diameter (4.5 mm) knurled. tapered shank with ASTM C 33 and ASTM C 330 and have a minimum unit fitted with two 0.590 - inch - diameter (15.0 mm) steel cupped weight of 110 pounds per cubic foot (1782 kglm'). washers. The X- ENP -19 L15 fasteners have a flattened head 3A Reinforcement: design to accept a sealing cap. The X -EDN I9 THQ12 and X- EDNK22 THQ12 fastenersare, Steel welded plain wire reinforcement, in accordance with respectively, 0.827 inch (21.0 mm) and 0.960 inoh (24.4 mm) Section 1907.12 of the IBC and the UBC, must be placed in long. Both fasteners have a dome -style head, a 0.472 -inch- concrete-filled diaphragms for temperature and shrinkage diameter (12.0 mm) steel flat washer and a steel top hat control. Steel welded plain wire reinforcement must consistof washer. See Table 1 for fastener drawings. iplla wires conforming X A 185Aand be embedded sheets 3.2 Steel Deck: (25.4 mm) from the top surface of the concrete slab. Table 19 The steel deck panels must have nominally 1'le. 2- or 3 -inch- provides the minimum welded wire reinforcement for deep (38, 51 and 76 mm) flutes. The 1' / inch -deep (38mm) allowable concrete -filled diaphragm shears. REPOP Tit are oat to be construe as representing onahetics or any odor attributes not spseytcalty addressed oar are they to es eonrm,cd as on endorsement of the subject of the report ar a recon nnendadon for in user, Thera is no nv aay by ICC Evalue lon Service. inc., a sprats or emptied as to any gag finding ar other reamer In the report. or at to any prostoo covered dy the report. z.n m page t at 26 Copyngtrt4;12007 9.6.2008 13:58 Hilti, Inc. — >15037465735 — Mon 01:58 PM — 09Jun2008 P.5 05-06 -2008 06:03pm From -Hilti Tech Eng +918 - 252 -6849 T -702 P.004/000 F -350 ESR -2197 Table 20 - Teaks! Exterior or Interlo w:ar Transfer Stad� t a Minimum Stud Length 1% 1 - 1/2" 3 " 2" 3 -1/2" 3" 4-1/2" For S1:1 inch = 25.4 mm 1) Re.lpr to notes (bllowing Table 22. TABLE 21- NOMINAL SHEAR, Qr (LBS), AND FLEXIBILITY FACTORS, Sr (1N P), FOR X- FNP -19 L15, X- EDN19 -THQI2 OR X- EDNK22 -TRQ12 FASTENERS ATTACHING STEEL DECK TO STEEL SUPPORTS' PANEL THICKNESS (N-) FASTENER FACTOR (1 0.0590 16 CAGE) (18 GAGEL (19 GAGE) (30 GAGE) ( GAGE)._ X- ENP -19 US Q f 3149 2529 2243 1933 1603 , Sr 0.9044 0.0040 0.0037 0.0034 0.01131 • X-EDN I9 -THQ7 E Q 2924 1348 2083 1795 149 - g, • 0.0051 0:0057 • • 0.0062. . 0066 . ... X- EDNK22 -THQI1 Qr _• 2924 2348 2083 1795 1489 S 0.0051 • • 0.0057 0.0061• OA066 • . o. 9473 •: .,...: For Sl: 1 inch =25.4 min. 1 lbf= 4.45 N. 1 inch/kip ^ 5.7 mmlkN. 'Refer to notes following Table 22 for additional installation and design teq:arements. TABLE 22 - ALLOWABLE LOADS TO RESIST UPLIFT LOADS FOR STEEL DECKS ATTACHED WITH X- 6:NP -19 LIS, X- EDN19 -THQI2 OR X- EDNK22-THQ12 FASTENERS (LBS) BASE STEEL PANEL TIITCKNFSS `V.) FASTENER THICKNESS 0.0598 0.0474 0 E GE) (20 GAGE) ( (LOSS (IN) U6 GAGE) (18 GAGE) 19 X ENP -19 L 15 .1 1/4 525 415 440 395 325 X- EDN19 -THQ12 340 340 340 340 .. 215 X- EDNX22 -THQ12 CIiB 340 340 340 340 215 16 1. Loads are based on ASTM A 36 steel be material and metal decking with yield point. F, = 33,000 psi. 2. Refer to footnotes following this table. 9.6.2008 13:58 Hilti, Inc. — >15037465735 — Mon 01:58 PM — 09Jun2008 P.6 05 -08 -2005 06:03pm From -Hilti Tech Eng +918- 252 -6848 T -702 P.005 /000 F -350 ssR -2197 Page 25 of 26 FOOTNOTES TO TABLES 2 THROUGH 22 1. Hilti X- ENP-19 L15, X -EDN19 THQI2 or X -EDNK22 THQ12 Diaphragm deflection equations provided apply to rectangular ft stmten are used at all panel olds. interior supports and deck edges symmetrical diaphragms only. NonreCtangular diaphragms, parallel to time deck corrugations. The sides of adjaccm panels nomymmotrical diaphragms with to -cntrent comers or parallel to the corrugations are lapped by nesting or interlocking mod diaphragm subjected to torsional loadings require special Ten fastened with a minimum No. 10 self - drilling steel stews design considerations. manufactured by Hilti. Inc. or button punched. c, Roof diaphragms supporting masonry or rOttgrctc Mans Shan Supports. e _ __ ,_ —..,w •., •1.. it pin r 3. The following assumptions apply to the eratched tables: a The deck sheep length is ut$strtncd to total the span Lames the p = H ie / 0.01E t number of spans. {For Sl: 694,000 ter, / El) b. Alt tables are based on a three span condition. c. For steel deck diaphragms in Tables 2 - 8, the number of a — Deflection of top of bolt inches (torn). diaphragm edge fasteners at walls or transfer zones parallel to the deck corrugations is assmmted to equal the mite number of H = wall height f (tnm)- stitch or sidcletp conneetoms at interior si d. For concrete filled dtaph ag is in Tables 10 15, the moorhen of t = Thickness o' the wall, inches (mm). edge fasteners at walls or muster zones pamlkl to the deck E = Modulus of elasticity of the wall materiel, ponds comugations shall not exceed 30 inches (762 mat) on center. 4. Tables 2 — 6, 10, and 12 • 13 apply to intermediate and wide rib 1- per square inch (kPa). 1/2 -inch (38 mm) deep metal deck with a flute pitch of 6 inches {� =Allemablc flexu�l Cprnprtssive Strength of the wan provided adequate space is available for faster= placement 5. Tables 7 - 8, 11 and 14 — 1: apply to 2-inch and 3 -inch deep metal d pounds per square inch (kgrm For available for fastenerplacemrem. 6. For Tables 1 0-15, No.10 screws or larger may be substituted for the 10, All end perimeter and interior moorhens and [heir attachments must 7. The n ernb ad rlmam o Specified ran putsches. be designed to resist all applied loads. embed of f Hilli Fasteners into due structural support member is such that the standoff dimension, hew in Figures 6 — 7 is obtained. S. Hilti fasteners shall be centered 1 leas than 1 inch (25 the from X•ENP -19 LIS the panel l ends and not t 5/ less than 5/16 tn�ii (7.9 moamn) ) from the postal edges parallel to corrugations at the sidelaps. 9, Diaphragm deflections must be considered in the design. Table 23 describes diaphragm limitations at -, a Flexibility Factor F is defined as the average mica- inches a 1 1 h 5 /1b" -3B" diaphragm web will deflect in a spas of one foot under a shear �� load of one pound per foot_ F — 1000 ! G', inChes/potmd b. The general deflection equation it ........,....,,,,44.3010....-.... r �-• Steel peek fey .. M /E1 +q/BG' d x �. �� Structural 5ted For a uniformly loaded rectangular diaphragm on a simple Member span, the maximum deflection at the centerline of the diaphragm is: Figure e — Nall Head Standoff (hears) a 5(1728)4 384 Et + aLFI 10' for X -EN P -10 L15 fastener (For Sl: S(1000) ill,' / 384 El + qLF /10 8 =Diaphragm deflect= inchat (mm). q —Wind or seismic load, kips per lineal foot Km) X-EDNI9 THQ12 X- fDNK22 THQI2 q...= Average stoat in diaphragm in pounds per foot (N/m) over length L. - L = Length of diaphragm normal to load. fret (m). _ hw• —111 b" -3/tl` B = Width of diaphragm parallel to Toad feet (m}. I IL Steel Deck E = Modulus of elasticity of supporting steel chord material, pounds per Square inch (kPa). Structural mural Steal 1= Moment of inertia inches' (mm4). Member Rpm 1 a Nall 94 ' 18, l f1l- 2 ild X = `; . - fil2 *Mown) 9.6.2008 13:58 Hilti, Inc. - >15037465735 - Mon 01:58 PM - 09Jun2008 P.7 06-06 -2008 06: 03pm From-Hilti Tech Eng +919- 252-6949 T -702 P.006/009 F -350 5. Siding and Decking Application Information 5.1 Fastening Comparison Tables 5.1.1 Allowable Tension Allowable tensile loads in pounds and [kNl Deck Gauge and Thickness in inches and [mrI 16 18 20 22 24 26 28 0.0598" 0.0474" 0.0358" 0.0295" 0.0239" 0.0179" 0.0149" Fastening (1.5191 (1.204] [0.909] (0.749 )[0.605] (0A551 [0378] X- EDNK22 THQ12 610 530 413 -..._ X-EDNI9 TIIQ12 [2.71] [236] [ 85 ] [1.071 [0.87] [0.62] 645 590 540 4$5 400 110 ___ X- IENP -19 L15 [2.87] [2.62] [2.40] [2.161 [1.78] [0.49] ENpH2 -21 L15 560 480 400 325 295 215 -- [2.49] [2.14] [1_8] [1.45] [1.31] [0.9G] 538 426 321 265 __ -- - _... No. 12 HWH Screw (2.391 ' [1s9] (1.43] (1.18] _ 416 340 264 220 -- ._ 1 / 2" Puddle Weld [1.85] [1.31] (1.17] [0.98] 532 432 332 276 ___ 5/8" Puddle Weld [2.37] [1.92] [1.48] [1.231 3/4" Puddle Weld 652 524 404 336 _- ----- - - -- [2.90] [2.33] [1.80] [1.491 _ Notes; 1. Puddle weld values based on a single deck thickness in accordance with AISJ 1996 Specifications. Safety =actor - 2.5. 2. Screw values based on 2001 North American Specification for the Design of Cold - Formed Steel Structural Members. Safety factor = 3.0. 3. Safety factor for powder /pneumatic pins a 5.0 applied m the average ultimate lest values. 4. For wind loading all values can be increased by 1/3. Revision to Hilti Steel Deck Fastening Manual Hitt Technical St= pport- 07/ 15105 9.6.2008 13:58 Hilti, Inc. - >15037465735 - Mon 01:58 PM - 09Jun2008 P.8 05 -06 -2008 06:0411 From -Hilti Tech En1I +918 -252 -6849 7-702 P.0071006 F -350 5. Siding and Decking Application Information 5.1 Fastening Com a arison Tables 5.1.2 Frame Fasteners - Nominal Shear Strength and Flexibility Factors Nominal Shear, r, in a,mds and IcN and Flexibilr Factor, Sr in inches ! kip and mm / kN - Deck Gauge and Thickness in Inches [mml 16 18 20 22 0,0598" 0.0474" 0 358" 0.0295" Fastening [1.519) [1.204] [ 0 - ] [0.749] X- T;DN1{22 T$QIZ Q r 2925 [13.011 2350 [10.45] 1795 [7.96] 1500 [6.67] X -EDN19 TB012 Sr 0.0031 [0.029] 0.0057 [0.033] 0.0066 [0.038] 0.0013 [0.042 Qr 3149 (14.00) 2529 [11.25] 1933 [8.60] 1603 [7.13] X- ENP -19 L15 0 025 Sr 0.0031 [0.018) 0,0034 [0.010 0.0040 [0.023] Qr 2900 [12.90] 2347 [10.44] 1874 [8.34) 1590 [7.07) >iNP112 -21 L15 Sr 0.0051 [0.029] 0.0053 [0.030] 0.0066 (0.038] 0.0073 [0.042) Qr 2060 [9.16] 1635 [7.27] 1230 [5.47) 1015 [4.51] No. 12 or 14 IIWIf Screw Sr 0,0053 [0.03] 0.006 [0.034] 0.0069 [0.039] 0.0016 [0.043] Qr 2605 [ 11.59) 2125 [9.45) 1645 [7.32] 1375 [6.12] 1/2" Puddle Weld Sr 0.0047 [0.027) 0.0053 [0.030] 0.0061 [0.035] 0.0067 [0.0 Qr 3345 [14.88] 2710 [12.05] 2085 [9.27] 1740 [7.74] 5/8" Puddle Weld Sr 0.0047 [0.027] 0.0053 [0.030] 0.0061 [0.035] 0.0067 [0.038] Qt 4085 [18,17] 3295 [14.661 2530 [ 1125] 2105 [9.36] 3/4" Puddle Weld Sr 0,0047 [0.027) 0.0053 [0.030) 0.0061 [0.035] 0.0067 [0.038] Notes: 1. Nominal shear limes and flexibility (=aisles b,teed on deck ins materials with minimum yield strength of 33 ksi, 2. The va t,a in the table were generated using equations from the Steel Deck institute's Diaphragm Design Manual. Equations for Nominal Shear, OF, and Flexibility Factor, SF X- EDNK22 THQ12 Qt = 52.1 x t (1 - t) Sr = 1.25 x 10' /(t) X -EDN 19 THQ12 _ X-ENP-19 L15 Qr = 56.0 x t (1 - t) Sr = 0.75 x 10' /(t) ENPH2 -21 1.15 Qt = 61.1 x t (1 - 4t) Sr = 1.25 x 10'3 !(t) °'' - No. 12 or 14HW1i Screw Qr = 1.25 x t x Fy (1 - 0.005 Fy) Sr = 1.3 x 10 /(t) ° ' S Lit= 2.2xtxFu(0.5 -t) Sr= 1.15x10' 1/2" Puddle Weld 5/8" Puddle Weld Gtr = 2.2 x t x Fu (0.625 - t) St = 1.15 x 10 /(t) °5 3/4" Puddle Weld Qr = 2.2 x t x Fu (0.75. t) St = 1.15 x 1 /(t)° Nomenclaturo in the equarion3: t is the steel core thiclmcss Otis sheet in incites. Fu is the ultimata strength of the steal sheet in units of ksi Fy is the yield strength of the steel sheet in twits ofksi .. lik NAV WINtilinVani4a1 w 0 al Metal Building in Tsgair! eg FASTEN DECK TO SUPPORT MEMBERS WITH HILTI X -ENP19 L15 FASTENERS AT ALL SUPPORTING MEMBERS USING co S �" A 36/4 FASTENER PATTERN AS = � � INDICATED ON ATTACHED DIAPHRAGM -. `� SHEAR CALCULATIONS q = -\ \� � �t "`. ~ � FASTEN DECK SIDELAPS WITH = ��. ��; .`�.,� � .;� �:�, �,, , • EQUALLY SPACED BUTTON PUNCHES ea \ Z " ` ��Z.:" . \` AT 24 INCHES ON CENTER SPACING ~' '� � �.� `` ��` \�� \, AS INDICATED ON ATTACHED 1 �..:� 'a` �� ''' ��` \ ` ; DIAPHRAGM SHEAR CALCULATIONS `. al al . �. :': .y •, .. �: -.t AT PERIMETER PROVIDE HILTI X- crl '- .. ENP19 L15 FASTENERS AT A MAX OF �' `` ~' � � �� ••.. , • 19 INCHES ON CENTER BASED IN A : •^.,� . � ��` DESIGN DIAPHRAGM SHEAR OF 500 ` N � r ' Ol A °a 3 0 • m SHEAR DIAPHRAGM LO BASED ON 1-, THE FOLLOWING CONCRETE 03 PARAMETERS: 3 NOTE: SHEAR STUD FASTENER DESIGN AND SPACING AT THE DIAPHRAGM PERIMETER IS NOT 3000 PSI CONSIDERED AS PART OF THIS SUBMITTAL. USE OF SHEAR STUDS TO TRANSMIT DIAPHRAGM NORMAL, WEIGHT SHEARS SHOULD BE CHECKED SEPARATELY. -0 2.5 INCHES ABOVE TOP FLUTE o ■ L4 0 D 0 3 T m o 0 NOT TO SCALE 0 9.6.2008 13:58 Hilti, Inc. - >15037465735 - Mon 01:58 PM - 09Jun2008 P.10 01 -86 -2001 06:04em F rom-Hi I t i Tech Eng +918 -252 -6649 T -702 P. 009 /009 F -350 il• •.� r,•... z 3 7,, .r � ,. .. ;� �, .},� +, • �'4� S a .S � M 1,Ib111t�tE •!�� ;' t. l (. � � L. ! - r k 4iledt D" ck S ' at'. ll"4l �Re ''quiretl',loitt�rmat�on'f��o _ - - - lit A u t M an a er. ERIK NELSON Date. 503 -810 -9908 Fax: 918.459 -1801 Ph_ ot�e: — ERECTORS INC DIMMTT, ROCKY Decking I ns lle Con ct ame: t First : --�' � 503- 722 -8895 ho e: . --- ' —, _ Contact Name: f Last —. Enaipeer of Rgco� - — Lui none: — ~ METAL BUILDINO in TIGARD Proiect Loc�tJon:. d, OR f'rlct Nan e: V erc o Tigar Tota Ar a: Dec Manufacturer: Regiegal Hilti Feld Enainee L—Trisn Nordstrom Buil Ing Code: 181 SDI ❑ ICC-ES UCanada Su pitta RecIitnt: ® Decking Installer El Account Manager 0 Other. Zonefloor Support Span (ft)10 Design Diaphragm Capacity (pif) -, ® X- ENP -19 J X- EDN19/EDNX2 kne Deck Type Deck Gauge Weld Size Weld Pattern Sidelap Type # Per S e Sidelap Patten Base Thickness g kne ❑ B (1.5") ►�� 12" ® 36 / ❑ 9 #12 Screw 0 24(in.) On Center ❑ 0 1/4" 0 7Q (3 ") B 22 0 5/8" 0 30 / 0 ❑5/l6„ ❑ 2" X 12" ❑ 20 ❑ 3/4" �] 9 24 1 / 0 5 Button Punch Top Seam Weld Length 0 3/8" Q/X12 9 9/16" ❑ 16 " ®18 ❑3 D Other ❑ > '7/16 ® Other ❑ 0 3000 psi 5(Incbes) Concrete Depth Above Top of Flute ® Normal Weighs Concrete ❑ Light Weight Concrete 3500 psi ❑ 4000 psi ❑ Insulating Concrete ----- ---^--130 psi ❑ Perform Calculations based on Shear Studs Present in Design Deck fastened with Hilti fasteners at a 3614 pattern with screwed or button - punched side lap connections Q 36" O.C. maximum. See ICC-ES Legacy Report ER -4373 for more details. Minimum Concrete Shear Reinforcement ❑ .00075 b,,, 52 0 .0025 b,, s Minimum Average Spacing of Shear Studs ❑ 12" ❑ 18" ❑ 24" ❑ 30" ❑ 36" Minimum Welded Wire Fabric for Tabulated Shear Values ❑ 6x 6-W1.4 x W 1.4 6 x 6 - W 2.0 x W 2.0 0616 2.9 x W 2.9 0 6x6- W4.0xW 04x4 - 4.0 x W 4.0 ❑ 6 x 6- W 7.5 x W 7.5 0 6x6- W8.3xW8.3 Notes:2w Vcreo Deck Save and E -mail completed Submittal Form to Hilt - re chEf _ ua.hilti.co n CITY OF TIGARD _ BUILDING DIVISION PERMIT #: t3UP2007.00E23 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1512003 Phone: (503) 639-4171 44 41, 1.'� Inspection Requests (24 Hrs.): (503) 639 -4175 - INSPECTION WORKSHEET FOR DATE: 3121/20013 TIME: 7:01AM PAGE: 39 SITE ADDRESS: 117M SW WARNER AVE CLASS OF WORK: SUBDIVISION: F F ARBER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE. MINI STORAGE DESCRIPTION: NEW mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMI3EE CONSTRUCTION INC PHONE #: 603 Inspection Request Scheduled For: Date: 3/2/12008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 220 ;Sal, 0E7106-0 1 . 5034330.7874 2 .Correc ion- /Co m•nt2 /I str tins. !l. . :V Affix .1�' 'A ';:,..- A .. .. ...i■C._•_a ...At 'A G Lim - VATAIDAVA A TM* Vita • • ♦ ► r , 7 r Gil /L► _ '' - - rte ! ,,.;.; , 1 _1 _I . IF • b ( • ../ i tk iG I ,..1 i,i C� t vg`- 649 e j' l� v i t `1%17 -. - 14 . I P SS. / P- RTIAL APPROVAL ❑ CANCEL 1 NO ACCESS jj FAIL ' LL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: -.► Date: i / Phone #: (503) 718- 9 Alb CITY OF TIGARD BUILDING DIVISION PERMIT #: [W 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1&2000 Phone: (503) 639 -4171 °gyp °�� Inspection Requests (24 Hrs.): (503) 639 -4175 :�' LL. INSPECTION WORKSHEET FOR DATE: 3/20/2008 TIME: 7:02AAM PAGE: 30 SITE ADDRESS: 11700 SW WARNER AVE CLASS OF WORK: SUBDIVISION: FIOFFARBEFt TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini . :Lom e OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 503-G3F3.0170 Inspection Request Scheduled For: Date: 3/20/2008 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 067025 -01 503- 03� 7874 N Corrections /Comments /Instructions: (if) Tv kJ i ~h 14,/ AZ.„-s C5 K- [ of Pc rd —,►. ? -o Cory or G rZ,z£ ) A c • fryC— C-K-t t_-i -•.16 3 - To 1 n PASS I '1 IAL APP iiv�� ❑ CANCEL NO ACCESS n FAIL CALL FOR INSPECTION • ❑ ADDITIONAL FEES ASSESSED i Inspector: Date: tlg Phone #: (503) 718- ZCV /ITY OF TIGARD . , DIVISION PERMIT #: r3UP200)7 -0i 23 ... 3125 SW Hall Blvd., Tigard, OR 97223 �'� DATE ISSUED: 1/15/2008 hone: (503) 639 -4171 ��, ,''��i1 1C' q 7 / a ______ nspection Requests (24 Hrs.): (503) 639 -4175 "�fI INSPECTION WORKSHEET FOR DATE: 3/17/2008 TIME: 7:01A M PAGE: 23 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARF3EP TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE ORAGE DESCRIPTION: New mini =:forage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 503-638-0170 Inspection Request Scheduled For: Date: 3/17/2008 Pour Time: 10:0:0 Code # Inspection Description Confirm # Contact # Message 05 i• ont.incl 066787 -01 503.830-7874 N Corrections /Comments/ Instructions: 6i ,____ i i — ( 1 ---- 3 ) C3) c (') Q aily. ''ktlat 1 , s -12_ e2 (.....4--L rk A.;;: co s 2....... -. & k e/ diL-4 air/ AO - --- al I .- PASS g PARTIAL APPROVAL ❑ CANCEL NO ACCESS n FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: �i� Date: 7 / ( ? 2' r— Phone #: (503) 718 -.ZY �y • CITY OF TIGARD • BUILDING DIVISION PERMIT #: I3UP7007 -00623 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1116/2008 Phone: (503) 639 -4171 i " ° °'l' Inspection Requests (24 Hrs.): (503) 639 -4175 1 i_ INSPECTION WORKSHEET FOR DATE: 3/13/2008 TIME: 7 :02AM PAGE: 39 SITE ADDRESS: 1170E3 S"/ WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBE.R TRRAC .S.J NO.2 LOT #: 035 TYPE OF. USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE ,)TORAGE LE.C, PHONE #: CONTRACTOR: ERIC GAM13E:E CONSTRUCTION INC PHONE #: 503-63B-0'170 Inspection Request Scheduled For: Date: 3/13/2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 205 1 oot.inc; 066637 -01 503-8'30-7874 Y /4 k /"i,p - Corrections /Comments/ Instructions: (W'/ y. 3 ,4 t'.epo Ye,a44,1,- "' 4/6 74tz4s7 y ,syri-tJ R4 z, 1 "* gr I II y / ..4 i/5 l ' . ❑ ASS n PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS X FAIL XCALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED 3 t - 1 �� Inspector: Date: Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007•O0523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1 €/200F3 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 3/7/200B TIME: 7:00AM PAGE: fit • SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: 11O1:FARt3ER TRACTS S NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MII STORAGE LL.C, PHONE #: CONTRACTOR: ERIC GAMF3E:E CONSTRUCTION INC PHONE #: 5O3 - 63E3 - 0170 Inspection Request Scheduled For: Date: 3/7/20013 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 205 Footing 0E6268 -01 503 -830 -7874 Corrections /Comments /Instructions: 4 ‘ -- Po ar4 _ /e ❑ PASS 4/ARTlAL APPROVAL ❑ CANCEL ❑ NO ACCESS 1 FAIL 1 CALL FOR INSPECTION ADDITIONAL FEES.ASSESSED Inspector: _ . Date: d Phone #: (503) 718 - 2--‘Y.. CITY ��N�� , ��mo m OF nm�� , ' BUILDING ��U��U�U�� ~�~,,~~~�,,,~~ ~,,°,~°,~~,~ PERM|T#: BUP2007'00525 13125 SW Hall Blvd., Tigar . OR 97223 DATE ISSUED: 1/1,5/2808 Phone: (503) 639-4171 |nupeo�nRequoa��N�Hmj:�@3)G33-4175 .�, m��"�--. INSPECTION WORKSHEET FOR DATE: 3/6/2000 TIME: 7:0OAM PAGE: 26 SITE ADDRESS: 11Y08 WARNER AVE CLASS OF WORK: SUBDIVISION: HDFPARRER TRACTS N0] LOT #: 035 TYPE OF USE: PROJECT NAME: MRAGE MINI STORAGE DESCRIPTION: New mini vtorogw OWNER: MIRAGE' STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMF3EE CONSTRUCTION INC PHONE #: 603-630.0170 Inspection Request Scheduled For: Date: 3/6/2000 Pour Time: 9:80 Code # Inspection Description Confirm # Contact # Message 265 Footing 00618001 503'830-7874 N Corrections/Comments/Instructions: . - ~- «�� a��.�»v�.a, ��N��e --'�~:�� -�� - / / ^�� t � /O ~, ~ 4 ' ' �mr .___ ~~ _ • �� .~ ' � �� «~.- ~~--___ - -__ 1 � . b4D-----NIC2-7 -0--U--C.._ ~-� ' ^-~J �~ �� ~� � v � / `-- � «�-� �� ~__, vvi F�� • ' | | CANCEL NO ACCESS itlarle ` � ��' -_ - ` ^ �~ �SPECTON | | ADDITIONAL FEES ASSESSED � | Oa�a� phone #: (503) 71 CITY OFTIGARD BUILDING DIVISION PERMIT #: I3UP2OC)7 -00f 23 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1115/2008 Phone: (503) 639 - 4171 H "■l∎i(it Inspection Requests (24 Hrs.): (503) 639 -4175 .. INSPECTION WORKSHEET FOR DATE: 3 /6/2000 TIME: 7:OOAM PAGE: 27 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFAPF3 R I RACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI 71 DESCRIPTION: New mini r:lorage OWNER: MIRAGE. STORAGE L.LC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 603.638 - 0170 Inspection Request Scheduled For: Date: 3/6/2008 Pour Time: 10:00 Code # Inspection Description Confirm # Contact # Message 220 SI b 066174.-01 • 503-830-7874 N Corrections /Comments /Instructions: ��► foil car ■ w i. i � `.� .. • G< eP Ate t ,L/ 1 �/► ( ;r.1; - . n PASS . . ...: �;�,____ _ _ _ __.. -_ _ _. ❑ CANCEL NO ACCESS A W FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL F. -ES ASSESSED Inspector: — _ Datz Phone #: (503) 718 ,✓ CITY OF TIGARD • BUILDING DIVISION PERMIT #: 3UP2007- 00623 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1 /15/2U0E1 Phone: (503) 639 - 4171 ' " P�I�L Inspection Requests (24 Hrs.): (503) 639 -4175 .4 INSPECTION WORKSHEET FOR DATE: 3/3/2008 TIME: 7 :00AM PAGE: 35 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARE3L R TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 503-638.0 Inspection Request Scheduled For: Date: 3/3/2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 220 SIab 065917-01 503-830-71374 N Corrections /Comments/ Instructions: e.,:i,c) Z - 61 ---- -e,e___ , - V D p 0 - i4, _ Ste ' -- - —a.. a1 S /A--F's ❑ PASS X12 4`„::kaillyA:' = ' ' ❑ CANCEL NO ACCESS n FAIL • CALL FOR INSPECTION 1 I ADDITIONAL FEES ASSESSED zLgy Inspector: Date: b 6 Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: MD201)7 -005 �3 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15J20f 3 Phone: (503) 639 -4171 < "° ,,-°'�,�;��, ��{� Inspection Requests (24 Hrs.): (503) 639 -4175 .s - "� INSPECTION WORKSHEET FOR DATE: 3/3/2000 TIME: 7 :00AM PAGE: 36 SITE ADDRESS: 11108 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER 'TRACTS NO.2 LOT #: 036 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini ::torage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 503 - 630 -0170 Inspection Request Scheduled For: Date: 3/3/2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message - 206 Footing 065946 503:8307874 - - N Corrections /Comments/ Instructions: e...___ 2.711. F' 4 S A / t 1 . PA ` '2- &I 1� e rc" Ll 4 7 7Z)- ! oK —r-z) Tc, , i4 S Ifi - _7:704,s - C ( 7C AIM o.tt i 1�.-_ �� I PARTIAL APPROV_ ❑ CANCEL ❑ NO ACCESS (l FAIL (l CALL FOR INSPECTION ❑ ADDITIONAL F ES ASSESSED 1 Inspector: L— Date: 3 > 08 Phone #: (503) 718 - CITY OF TIGARD . BUILDING DIVISION i. PERMIT #: 8UP2007 -00623 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/16&2000 Phone: (503) 639 -4171 n Inspection Requests (24 Hrs.): (503) 639 -4175 : _.. INSPECTION WORKSHEET FOR DATE: 2127/2008 TIME: 7:00AM PAGE: 44 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOI" FARDE.R TRACTS NO.2 LOT #: 03(i TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE: CONSTRUCTION INC PHONE #: 503-638 -0170 Inspection Request Scheduled For: Date: 2/27/2008 Pour Time: Code # Inspection Description Confirm # Contact # MeEP e /�f alt I""oestinq drain 066712-01 543 -830 -7874 ��" Corrections /Comments /Instructions: ks p _ c c- .5- eta` P ■ __, - k .: PARTIAL APPROVAL ❑ CANCEL fl NO ACCESS yr n FAIL C ALL FOR INSPECTION ❑ ADDITIO AL FE S ASSESSED Inspector: -- e: Phone #: (503) 718- • CITY OF TIGARD BUILDING DIVISION ' _ ot. PERMIT #: 13UP2007 00523 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/151200Z:3 Phone: (503) 639 -4171 iote Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 2/26/2008 TIME: 7:00AM PAGE: 60 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO.2 LOT #: 031 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini atorage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 603 -63B -0170 Inspection Request Scheduled For: Date: 2/26/2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Messa• 210 F wall: 065609 -01 503 830-7814 Corrections /Comments/ Instructions: ��/�� l`'t i \- •Gym —S C M U C-C 6 � 1,41S Q‘ i nc Q4-/ s r.42c - 2cs PASS RTIAL APPR• . AL ❑ CANCEL n NO ACCESS n FAIL I I CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspecto . - ! Date: 2--/Z6/05 Phone #: (503) 718- 7 I CITY OF TIGARD BUILDING DIVISION ? PERMIT #: 13UP2007- 00573 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/1512.008 Phone: (503) 639 -4171 '�1; Inspection Requests (24 Hrs.): (503) 639 -4175 �_' . ''-_.. INSPECTION WORKSHEET FOR DATE: 2/21/2008 TIME: 7:00Aivi PAGE: 45 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: FIO1=FARI3FR TRACTS NO.2 LOT #: ( }35 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE. DESCRIPTION: Ne;W mini : :torage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMI3FF CONSTRUCTION INC PHONE #: £p3 -(i0 -0170 Inspection Request Scheduled For: Date: 2/21/2008 Pour Time:' Code # Inspection Description Confirm # Contact # Message / 11-° (11 05 Footing 06634/3- 01 503-830-1874 N Corrections /Comments /Instructions: IZ_r S� L/Al % --e-- Lie-4 1—o H- * — __ c__ A 04_ --r-c. Pr -) R ‘41, ,Pf - _ SPCs��r�/e-__.,S 4 P c&Ci I, PASS l `• 'ARTIAL APPRO • ❑ CANCEL _ NO ACCESS FAIL n CALL • _ , - - - ON n ADDITIO AL F ES ASSESSED U 6 Z---6 Z---6 G / Inspector: Date: v Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION x., ' ; PERMIT #: 13UUP2007- 005; ?3 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15:/20083 Phone: (503) 639 -4171 � Inspection Requests (24 Hrs.): (503) 639 -4175 .,-� INSPECTION WORKSHEET FOR DATE: 2/21/2008 TIME: 7 :0t)AM PAGE: 44 SITE ADDRESS: 117013 SW WARNEF2 AVE CLASS OF WORK: SUBDIVISION: HOFFARBER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI STORAGE DESCRIPTION: New mini storage OWNER: MIRAGE STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAM3EE CONSTRUCTION INC PHONE #: 503-630 -0•170 Inspection Request Scheduled For: Date: 2/21/7808 Pour Time: --' Code # Inspection Description Confirm # Contact # Message // _c'° 210 Foundation walls 065349-01 503-830-7874 N Corrections /Comments/ Instructions: g_, - 1---PAI -- ///� 1 t -- r - c; C�/ �/ V "L`� V E-- '� NI Ci / -.77°E- .TZ'.? Ci (_)`rz - t ' \ n PASS I,d APPROVA 1 ❑ CANCEL n NO ACCESS 1 1 FAIL /V CALL FOR INSPECTION ❑ ADDITI NAL FEES ASSESSED Z6 1 , i 1 b Inspector: Date: v Phone #: (503) 718- CITY OF TIGARD • .,. • BUILDING DIVISION ➢ PERMIT #: I3UP2007- 0(7523 ■ 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1!ThJ200i Phone: (503) 639 -4171 , Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 2114/2008 TIME: 7:01AM PAGE: 29 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARt3E.R TRACTS NO.2 LOT #: 036 TYPE OF USE: PROJECT NAME: MIRAGE MINI S1OI.AGI DESCRIPTION: New enini :.image OWNER: MIRAGE. ?FORAGE L.I._C, PHONE #: CONTRACTOR: ERIC GAMBEE CONSTRUCTION INC PHONE #: 503-63B-0170 Inspection Request Scheduled For: Date: 2'14/2008 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 0649189 -01 503.550- 7014 N Corrections /Comments/ Instructions: .— .. amrstM- _ AL—, I if • A. A-. T i. .1 MM_ f t • t " - _ -- 14 _ • - _ 4et _ 3• _ . !f / • i,-� "AJ / t ( , _Ftz___=L&L(.4,LSOL ^-1 6 gii: t—e/ti . --.---, 1 ) Til-ko N 11 Aim, . _ -n _, 1•+-- GM 0 _ :f = e+ r Soo' at ' — '. o , ' ow '�0..) ! ETA �Pc:Z/ - nI S PCG. r " - 14 i c /# — C._, S Vic/ tl�� ! _ A r--___ 0 " PASS ' 7. 4 % -TIAL APPROVAL ❑ CANCEL NO ACCESS I I FAIL ' ALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: D a t e : / / C Phone #: (503) 718 - /6 Y. CITY OF TIGARD BUILDING DIVISION -eli PERMIT #: I3,JP2O07 -,0:) 93 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/15P008 Phone: (503) 639 - 4171 .' , .� I Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 7 /8/7008 TIME: 7 :00Am PAGE: 33 SITE ADDRESS: 11 708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFF A4RF.3EFt TRACTS h)$ .7 LOT #: 03' TYPE OF USE: PROJECT NAME: MIIRAG;• MINI ; IOi<AGE DESCRIPTION: NMY mini s:ln �:;t)F OWNER: MIRAGE' STORAGE LLC, PHONE #: CONTRACTOR: ERIC GAMBE:E CONSTRUCTION INC PHONE #: 503-638-0170 G38-0170 Inspection Request Scheduled For: Date: 2/9/2009 Pour Time: '2 :03 Code # Inspection Description Confirm # Contact # Mess.. - 20l;z Footing 0e/I716-01 503-560 -701 N Corrections /Comments /Instructions: P� c=1. c�� - -�1->f -- 0_ -tea -- _ 1 c-c- ms. . --, 4 ' X 1 7 , viz i\J 1 S 0/\14_: �� Ki L-/ -/U c:� ?el S- Z.() I A f S' - Z F r,e.L.° - - ivCi: , /.: .- zi - a/e A10 4. / TO L i,../ rs L IA/ ( L/ A,/ (.- 1 PL S -- S. O Li Z t o rs.. Foe, D - 5 t '''' /0 19 t'"4 SPel---/41 . k1 S reZ ' eci6:- n PASS Z. ' . RTIAL APP A ❑ CANCEL ❑ NO ACCESS n FAIL j, ' - : - ' - - ION n ADDITIONAL FEES ASSESSED Inspector: � Date: Z 6 d' Phone #: (503) 718- Z_64 O To POQ tf---. t.J . ''bZIAr--- =-Ais 'E2`7"iz s rgpc 0 k/eo INSPECTION TYPE o o� Report of inspection ; • o 10\ Department of Consumer & Business Services II ' i . • .! : , ELEVATOR* 1 INSP # I DOCUMENT . z� • Building • Codes Division • Elevator Safety Program •'// 1535 Edgewater NW. Salem OR \9 � Ma a P.O. Box 14470. Salem, OR 97309 -0404 Information: (503) 373 -1298. Fax: (503) 378 -4101 AREA I INSP DUE BY 1 LAST INSP BY Web site: bcd.oregon.gov ■ RESPONSIBLE PARTY NAME AND ADDRESS I SITE NAME AND ADDRESS I INSPECTION RESULTS - SEE REVERSE SIDE © SATISFACTORY INSPECTION O UNSATISFACTORY INSPECTION O WRITTEN VERIFICATION ACCEPTED ® PROVISIONAL: EXPIRES ® REQUIRED BY NEXT INSPECTION ® REMOVED FROM SERVICE _ INSPECTION REQUIREMENTS (M/R = MACHINE ROOM) I NO LOAD 1FULL LOADI ELEVATOR INFORMATION ® Fire service test is overdue (8.11.2.2.6) mol year mol year ® Annual safety test is overdue (8.11.2.2.2) 0 0 0 0 0 0 ® Full load safety test overdue (8.11.2.3.1) ®O 10 ® O O ® Keep M/R access doors closed & locked (8.6.4.8.4) ®M 20 ®O O 0 Test & seal pressure relief valve (8.11.3.2.1) 0 O 03 0 O O ® Maintain min. illumination level in M/R (8.11.2.1.2/8.11.3.1.2) Os O O 0 O O ® Provide proper signage; see below (8.6.1.6.7) ® ®O ®® O SPECIAL INSTRUCTIONS ® Emergency light/bell is inoperative (8.11.3.1.1) 0 0 0 O O Os 24 -hour communication device is inoperative (8.11.2.1.1/8.11.3.1.1) 09 07 O ® O © 0 Verify /reduce kinetic energy on doors (8.6.4.13.2) 09 O e0 0 O © i Provide /update record of oil usage (8.6.5.7) O O O 10 O O ® Maintain a clean & dry elevator pit (8.11.2.1.5/8.11.3.1.5) 11 Oa Elevator M/R has unrelated storage (8.11.2.1.2/8.11.3.1.2) a Ca Maintain min. illumination level in pit (8.11.2.1.5/8.11.3.1.5) PRIOR INSPECTION REQUIREMENTS 0 Bldg. and /or M/R not accessible (ORS 460.135) ® Seismic tests overdue (OR amendments 8.11.2.2.10) 0 Maintain /provide M/R fire extinguisher (8.6.1.6.5) 18 Anti - egress device requires repair or adjustment (8.6.4.13.1) O9 I NO T hrs mi - 1 hrs mins INSPECTION DATE N R . N — mo day yea S (ID A O S CD 00 O O o0 p 0 y c) op p 10 80 x002 CD E 02 CD E O E 02 31D 0 0 0 C O 03 L Q Q C O© ® O 0 T O © ( T ® ® ® D R OO s Os a0 . ©a © O© O© O © o ®® T 00 ©® O® ® Oa N' Unless otherwise noted on this report and pursuant to ORS 460.125(3), you are hereby notified that 33 work (,) (8 M ® M ® 09 ® Q f cited on this report shall be completed within 60 ❑ 120 0 Other days from date of - this inspection or the unit may be remove from service. O O E O E O Ca O v m CONTACT'S SIGNATURE INSPECTOR'S SIGNATURE -. _ DATE / O a X —� —J © ci 440 -2635 (11/07/COM) AN ELEVATOR WHICH HAS CAUSED AN INJURY SHALL NOT BE UNTIL APPROVED BY THE ELEVATOR SECTION, PER ORS 460.045(7) SEE REVERSE SIDE INSTRUCTIONS 0A on A United Technologies Company FINAL ACCEPTANCE,- City .. f c:2 %" c) O'11')TS ELEVATO, COMPANY F Date / i 1 ° ?� Ladies and/or Gentlemen: We have examined the Elevator furnished and completed by you in Building in this city. The elevator appears to be satisfactory and in accordance with your contract and we hereby accept it. Note: Elevator Cab (enclosure) and Hoistway Entrances have been thoroughly inspected and found satisfactory. Yours truly, Sales No � / �r (;:: , t r r � . ///7,1.,, (Company) 2 `- Contract with (S and title of person accepting) ;r:; SSE::= l__c), (Printed name of person accepting) KIEV ACKNOWLEDGMENT The following keys, necessary for the proper operation of the above named elevator, have been turned over to me along with complete instructions on the operations of the elevator. QUANTITY QUANTITY Emergency Side Exit Keys Lobby Panel Keys UTA Keys Emergency Door Key (Under Glass) 0 UTF Keys Utility cabinet keys UTB Keys Hoistway Unlocking device (w/ Brochure) Light Switch keys O.M.M.S Manuals Fan Switch Keys OTIS SERVICE IEQUIIPMENT Any counters, meters, tools, remote monitoring devices, or communication devices which we may use or install under this Contract remain our property, solely for the use of Otis employees. Such service equipment is not considered a part of the Units. You grant us the right to store or install such service equipment in your building and to electrically connect it to the Units. You will restrict access to the service equipment to authorized Otis personnel. You agree to keep the software resident in the service equipment in confidence as a trade secret for Otis. You will not permit others to use, access, examine, copy, disclose or disassemble the service equipment or the software resident in the service equipment for any purpose whatsoever. If the service is terminated for any reason, we will be given access to your premises to remove the equipment, including the resident software, at our expense. CUSTOMER - PLEASE NOTIE FOLLOWING: The New Installation Service (N.I.S.# - ''"rC% ,� ) will begin immediately and will continue for / C. -. months. The warranty period will begin immediately and will continue for / (' months. Should any problem develop in the operation of this elevator, please call Otis Elevator Company at 1 -800- 233 -6847. (Operator will request the name and address of the building, and the elevator number -- should there be more than one elevator in the building.) • SIGNED: By <'° (Company) (Person Accepting)"'- - From 426 (REV 3/99) f?pic : 3a#thce ealstructlon, • Oregon CCB #105085 Washington #ERICGC *024BH PO" Box 13354 • Portland, Oregon .97213 • (503) 638 -0170 November 4, 2008 Chip Barnett City of Tigard Building Division 13125 SW Hall Blvd. Tigard, OR 97223 RE: Mirage Storage Permit #BUP 2007 -0523 11708 SW Warner Ave.. Tigard, OR 97223 Dear Chip, The lock -out system installed at the subject facility allows tenant access only to the floor tenant is provided a key code for. As such, first floor tenants have a key code that allows enter to the first floor only. Stairwell access only benefits tenants descending from the upper floors. That is, the man door levers do not operate from the stairwell side. First floor tenants attempting entry to upper floors via the stairwell are blocked from entering floors above by way of the non- functioning levers. If you have any questions, please don't hesitate to contact me at (503) 680 -9690. Best - regards, Alex s anovksy Project Superintendent APD:aj 10/30/2008 07:30 5036380170 ERIC GAMBEE CONST PAGE 02 AA ! afghan associates, inc. ENGINEERING 061\1 BD October 29, 2008 OCI 7- C pF Dl B� G City of Tigard Building Division . Attn: Dan Nelson 13125 SW Hall Blvd Tigard, OR 97223 RE: Mirage Storage Permit No.: BUP 2007 -0523 11708 SW Warner Ave, Tigard, Oregon AAI Project No.: A07072 Dear Stan: In accordance with the International Building Code requirements, representatives of AAI Engineering performed structural observation for Mirage Storage. We have also reviewed inspection reports by ApS Testing and reviewed structural shop drawings as submitted by the contractor. Based on the final report provided by ACS Testing and our site observations, it is our opinion that the construction of the subject project is generally in accordance with the structural plans and specifications. If there are any questions, please do not hesitate to call. 4fn r y, d ipal • # 1 g* 11,262 - CC: Saj Jivanjee - Architect OREGON Alex Dumanovsky - Contractor ti,1y 19e 4f10 R: Afe t'C�4 12 4875 SW Griffith Drive ; Suite 300 I Beaverton, OR 167005 503.620.30301 tel 503.620.5539 I fax w w w, a a i e n g. c o m Fm:(503)620 -2748 ACS Testing Inc. To:Mirage Storage Final Letter (15036243681) 17:30 10/24/08GMT-04 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 01, Ph: 503 -443 -3799 Fax: 503- 620 -2748 SPECIAL. INSPECTION FINAL, REPORT DATE: October 24, 2008 PROJECT: Mirage Storage PERMIT#: BUT' 2007 -00253 ADDRESS: 11708 SW Warner Ave CITY: Tigard STATE: OR To Whom it May Concern: ACS Testing. Inc. attests that their inspectors performed special inspections) on a continuous and/or periodic basis as required by the specific jurisdiction and/or IBC'. Special inspection(s) were performed to the following: Epoxy Anchors Reinforced Concrete Reinforced Masonry Structural Steel Based on personal observation, inspection and reports reviewed by me for the above project, I attest on behalf of ACS that work was performed to the hest of my knowledge, in accordance with approved plans, specifications. and the applicable codes and standards for this jurisdiction. !/ / / Approved by: ( � L2 Christina Schmidt Office Manager i c ` r iC 9007- CO 52- .i.:\ --iA- Rrrti 4 t-$ x. H ,L, l �,i .r, ,.D r i ECE1 I ;' /' REtA'tON5 CITY OF TIGARb I mo` 3r4) i n G DIVISION ♦ ♦ ♦ + ♦ ♦ , e [ • 9%-7" j P. 4ko. ♦i:V. -.►.. vim. , 3 -3 ■ •:��1►��•7 � CONCRETE 33O0 PSI In - n -r--- — F-.- a. 4 1� ► +� �� + � � ` 4 - 6' SUMP FIRER MESH -' F _ / \ ` � ` : � � . � � • � � � 1 ` � ` \ 6 X 6 WIRE MESH • MUM kk ii- 11111•1111111 ♦i` 1 Nk HE!! 411111 * 0 \ ,' • • �� ♦� t f L '-, 2 7 - WIRE MESH 4 X 4 X .25 MS n iu _ b _ - 4 k 4 X 1/4 WELDED MESH 1 -- NA '� u nmst4 NEAT TREAT 5 ' VERCO BRAND B- FORMLOCK 20 GA CALV mcowrAl. TaEleanl�ES "' h!A 4 - - uU5 OTHERwpg NOM 4 X 4 X 1/4 MS STAIR #2 P C ENGINEERING, INC LEVEL 1 P.O. 80: 508 3 - Fe 3/8 X 5 MS *030 3.015 1.010 BEVE ri , 2 - - SO TUF1E 4 X 4 X .25 N — X XX XXX Newberg. OR 97132 1 CHANNEL 10 X 8.4# MS uA� I& oltAls+ 11P DATE 6/2 +/08 WE oRAwe RwgEp ITEM QTY DESCRIPTION SHEET 1 p� 4 CHECKED DATE Ker ACPRUKp UA$ B Jc 1 o0 0 This form is recognized by mo ,,2 Building Departments in the Tri- Count area for transmitting information. Pleas e complete this form when submitting information for plan review responses and revisions. Ti form and the information it provides helps the review process and response to your project. I _ BUILDING DIVISION ,O.'AT.IN..14.49' TRANSMITTAL LETTE . a . 1 t . `, , TO: DA 'I � ;� ii�� t �, DEPT: BUILDIN IV ISION SEP -4/ :' CITY OF TIGARU FROM: ' e -P. n BUILDING DIVISION COMPANY: PHONE: l c 3 0 J ( c l 6'6 By k J RE: / /70g. SW LQ - 112-t. r■ . a-0-e_ ' ba P _ (Site Address) (Permit/Case Number) G ( roject name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other (explain): REMARKS: FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: $ $ $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: 1: \Building \Forms \TransmittalLet ter- Revisions.doc 4/4/07 �' ' ® ....' \.1 L. e &A: ' 5 - cits . emur P42. - , c x , , , ',_ ANS) ;:! 6 CO 0 I, T; 20' -0' �``� — j MOTES: 4m -8 `� -- 3 6 i m e � � 1. 1 � ° x 18 GA. METAL C '� r ° ® 2- ° THICK CONCRETE _ S SLAB ', X b 1\-1.h M- �«� MI • I D -DEPTH WITH 6X6 - WIA (4 ' -- i to PER L. Il/ =1 t r�d�J AB. DETAIL 54 .03 ' I -� Z. 6E FLOOR FRAMING HEADER 1 p tP , .0 f/fl (U • CT IONS. < r i 041111/611f. at INTERIOR BEARING WALLS 41. ,: , 0 --1 U1 GATED STEEL P ;__ ... � ___ U — ��___ �i � � i — 1� W ALL SCHEDULE �EL9.2�i - -- EDULE AND BEAM ARr a4 lia �� 5�� _ INFORMATION. , ., n f r 4• EXTERBEAING L p il I Q k . ` O ' SHEAR WALL SCHEDULE AND r i 1' : 1 `. ADDITIONAL INFORMATION " ' ` I ' 0 S. IN TERIOR JAMB x, A „ ... STUDS AN r + M �� II • 41‘ k i�' 6 - EXTERIOR JAMB STUDS: a) I a lli _ . i i eh y �c� o W;ND ICATES BEARING WALL �}^ 1 Ill � '� /' Tt'P EnPIF�S: 6 - 30 -20 p �'' 3 � - 8 INDICATES CFS METAL SHE , 'y T � _ � 1 . 3 • HSS 4x4xl/4 COLUMN. (BLOCKQU s. @ 10. (4) 40 08280 -68 JAMB STUDS. i - _ ��= i 0 O 0. SERE FLOOR Loon �� F j I P. TYP. DECK AT MID6r°AN , INCiii ' i © � 12 SEE CPS BEARING WALL GRI - 12 ` TYP. + FOR STUD BRACING AT A LHII' � I 13. SEE CPS BEARINr, 1l1 ^i 1 e.,...._... CT S�, cp PROp GIN% /p_ cc tzeie < v.. OREGON y M4, j f4. (L, ?, M ��i °�f K A. T I EXPIRES: 6-30-20 IO 1 x1% Teo ( ) (-041 V 104,4$ C-E5 4 51 7, 0 5-ker 5-4,40t. or SaltuZ. Of= (.) /ir-T k (�r�S Pot" : I. Ill SO i9 foie t>49 5 . Toot L sxss 5 u, t. ta3� t®X 3r ° e xTkrua Gt(ecr, Pty p 't. )5$r 03 t StI 1 Gc ` +c-t.v tItAvf y� ` rr afghan 95EOCIItes, inc. (� l 5'4 y� By: fvk� Date: 1 f p !O o ENGINEERING ProjectNo.: (� 0101� 4875 SW Griffith DrNe 1 Sure 3001 Beaverton, OR 197005 503.82130301 tel 503.820.55391 fax www.aaleng.com Sheet: of: Sric Qaibcc Comstract6oM, /NC. Oregon CCB #105085 Washington #ERICGC *024BH P.O. Box 13354 • Portland, Oregon 97213 • (503) 638 -0170 November 6, 2008 Brian Blalock, Building Official City of Tigard FAX (503) 624 -3681 RE: Mirage Storage 11708 SW Warner Avenue Tigard Permit #BUP 2007 -00523 Dear Brian, Following is final summary letter from our geotechnical consultants on this. project, West Coast Geotech, Inc. This completes submission of all special inspection summaries. Additionally, pursuant our telephone conversation, we are anticipating a final inspection this morning for temporary occupancy. Alex Dumanovsky will be on site at 11 AM to meet your inspector. His cellular is (503) 680 -9690 should contact be necessary prior to arrival. Thank you for your assistance. Best regards, Alice James for Alex Dumanovksy Pages following. 2 TO 39Vd ISNOD 33SWV9 0I63 OLT08E9E09 ET:OT 800Z/90/TT City of Tigard, Oregon 0 13125 SW Hall Blvd. e Tigard, OR 97223 ' " � ' w 1. r December 5, 2007 Via` aQ ' :� RE: ISSUANCE OF BUILDING PERMIT TileARD Project Information Project Name: Mirage Storage Construction Type: 2 -B Building Permit: BUP2007 -00523 Occupancy Type: S -1 Address: 11708 SW Warner Rd. Occupant Load: 90 Dear Saj, 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. . Respe tfull , Olt !: "), Dan Nelson, Senior Plans Examiner (503)718 -2436 dann @tigard -or.gov Phone: 503.639.4171 o Fax: 503.684.7297 a www.tigard - or.gov a TTY Relay: 503.684.2772 City of Tigard, Oregon o 13125 SW Hall Blvd. O Tigard, OR 97223 November 2, 2007 Y ®a 0 ` ;', - .. RE: MIRAGE STORAGE Proiect Information irnCGARD Building Permit: BUP2007 -00523 Occupancy S -1 Tenant Name: Mirage Type of Construction: 2 -B Address: 11708 SW Warner Rd. Occupant Load: 150 Area: 44970 Sq. Ft. Stories: 3 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; and the State of Oregon Fire Code (OFC) 2007 edition. The following conditions shall be submitted to The Tigard Building Department prior to issuance of this permit. 1) Provide details and listing numbers for all fire walls. 2) Show fire walls and parapets at areas of exterior walls less than 10 Ft. from property line. 3) Provide complete building summary showing occupant loads, sprinkled building etc. 4) Provide 17 inch mid -rail at typical ramp drawing. 5) Show accessible exit signage as per chap.1108.1.1.2 and 1108.4.12.1 of the OSSC. 6) Provide a sign off on the structural review from Miller Engineering. 7) Provide approval from the engineering and planning department. 8) Provide approved Site Permit. 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. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. espectfully, 011 it an son, Senior Plans Examiner Phone: 503.639.4171 o Fax: 503.684.7297 o www.tigard - or.gov o TTY Relay: 503.684.2772 This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. j BUILDING DIVISION TI G A IZ'D; TRANSMITTAL LETTER TO: C� DATE RECEIVED: DEPT: BUILDING DIVISION prQ • VE NOV - 2 2001 A A FROM: r� 1 E i1 _ CIYY(}F NAM COMPANY: BUILDINGD11I11® PHONE: - ? U 3 v "o • BY: RE: 0 Y b (J P)u coo 7 - O U 5Z3 (Sit Address) (Permit/Case umber) 11V d - CT�t' (Project name 8r subdivision name and Inn number) ATTACHED ARE THE FOLLOWING ITEMS: • Copies: Description: • Copies: Description: • .Z..-- Additional set(s) of plans. Revisions: • Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other (explain): REMARKS: EG��turz-1` Ce /\J FOR OFFIC USE NLY Routed to Permit Technici �: Date: Initials Fees Due: ❑ Yes o Fee Description: • Amount Due: Special • Instructions: Reprint Permit (per PE): ❑ Yes t/No ❑ Done Applicant Notified: Date: Initials: 1: \Building \Forms \Transmittal Letter - Revisions.doc 4/4/07 • This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. III ° . BUILDING DIVISION T(GARD: -------„,,,,, TRAN M TTAL LETTER TO: V y DATE i`i r� - ( RI DEPT: BUILDING DIVISION tY ` NUv 1 3 ' i7 CITYUi- II .iI D / �UP�OINCDt101S10�' B y: FROM: ' " j ( Nat .r COMPANY: "(/ -mil j AK�1 —f7'l rL '� O o 2--6" PHONE: 6!3 �' 3 RE: 11708 cc-J IL) 6-A r■LA Q 0-Q • P aco-co 6)- 3 (Site Address) M (Permit /Case Number) Vl ` 1. rl (Project name or s division name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. • Engineer's calculations. Other explain): REMARKS: ' 4 11 z_ r :�, Yes--.� A , , per • FOR FF E USE ONLY ` Routed to Permit Technici : Date: f - (� B Initial Fees Due: n Yes o Fee Desc ption: Amount Due: $ $ $ $ . _$ Special Instructions: Reprint Permit (per PE): ❑ Yes (- o ❑ Done Applicant Notified: Date: Initials: l: \Building \Forms \Transmittal Letter- Revisions.doc 4/4/07 This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. . a BUILDING DIVISION I. i TRANSMITTAL LETTER k Y . TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEWED DEC 0 5 /,, FROM: CITY OF 1 IGAND BUILDING DIVISION COMPANY: PHONE: c r 7 c7 — 0� Z RE: l ` 708 0(2 ~ -6.t Ieae0 (Site Address) (Permit/Case Number) ro name or su .!vision name ano of num er - ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other (explain): REMARKS: J }-gyp 5 - PA-A-1 L- Lt `SCE= CfT l=c' FOR O FI USE ONLY Routed to Permit Technicia • Date: ( f 5 lob Initial . Fees Due: ❑ Yes o Fee Descrip ion: Amount" ue: Special Instructions: Reprint Permit (per PE): ❑ Yes o I I Done Applicant Notified: Date: Initials: 1: \Building \Forms \Transmittal Letter- Revisions .doc 4/4/07 This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. �= n BUILDING DIVISION T IGARD' TRANSMITTAL LETTER TO: p � ( DATE RECEIVED: DEPT: BUILDING DIVISION NOIsinia JIV1(r71f1 Cti:1tlJI140 AIM L001 ` M )N • FROM: V I ®AI30® COMPANY: V / 1/ � 0 4( PHONE: 53 - "2511 O By: RE: 1,110 43 5W (A ,/ now Rot (Site Address) (Permit/Case Number) (Project nai e or bdivision nameedd loYnumber) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: 2 Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other (explain): ` REMARKS: B c4d.t t" " nkt 1kun& t1 iv�,( Q FOR OFF CE SE ONLY Routed to Permit Techn�cia Date: (� Initials:' Fees Due: ❑ Yes _lJX'o Fee Descripti : Amoun ue: Special Instructions: Reprint Permit (per PE): ❑ Yes ELI o ❑ Done Applicant Notified: Date: Initials: I: \Building \Forms \Transmittal Leiter- Revisions.doc 4/4/07 CITY OF TIGARD BUILDING DIVISION PERMIT #: F3uP2007 0tf53 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 1/15/2008 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 ilbilt . . INSPECTION WORKSHEET FOR DATE: 11/24/ 2008 TIME: 7 : 02AM PAGE: 20 SITE ADDRESS: 11708 SW WARNER AVE CLASS OF WORK: SUBDIVISION: HOFFARUER TRACTS NO.2 LOT #: 035 TYPE OF USE: PROJECT NAME: MIRAGE MINI Si ORAGE DESCRIPTION: New mini storage OWNER: MIRAGE. STORAGE LLC, PHONE #: CONTRACTOR: Ef7IC GAMF3EE CONSTRUCTION INC PHONE #: 603 - 631: - 0170 Inspection Request Scheduled For: Date: 11/24/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 299 Final inspection 078412.01 603-680 -9690 Y Corrections /Comments/ Instructions: ItrA PASS I/ PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL 7/ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: .4 C --) Date: U Phone #: (503) 718- V CITY OF TIGARD BUILDING DIVISION PERMIT ct 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: Phone: (503) 639 - 4171 : . , P�I�I Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: TIME: PAGE: SITE ADDRESS:11706 51.i V.lgR(G� CLASS OF WORK: SUBDIVISION: LOT #: TYPE OF USE: PROJECT NAME: DESCRIPTION: OWNER: PHONE #: CONTRACTOR: PHONE #: Inspection Request Scheduled For: Date: [l /G / Pour Time: Code # Inspection Description Confirm # Contact # Message met Fry Act-- - Corrections /Comments /Instructions: Sr2-4y07- 0003'3 P2ovi 1c xi B)C 0)4 `i.! t? a . 01 ! N '- IV _ (� ' f _i �� 2 - 1'v. C • Iile-. 6 1 P6 1 • ►: ' P o : 17 t : 5 /4 LO • A. • S 6 1 / 1 7 , 1 - 1 - ,en -i-'12,ao/mil 0 tfr‘_4 of R. c900.•\ Pi , .1,✓ (--- .- P.T t . l Pao Tr-Z---Try AJ , '. a_ (=-IL vuL L. A. F,, 90 e s si-el . 7 Mol -i i. 4: ,4 -- / I� v iZ 1 i-1 l2 > o< e c.s i S t41 SS , Ai e - oJr t+1 (04 . ` v i . 4 :it tLl t ' 4 / 0 1 p ; f d bb I S ' �- PASS n PARTIAL APPROVAL n CANCEL n NO ACCESS ;P1, IL / CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED kav Inspector: Date: `I 4/eg Phone #: (503) 718- Z