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4008 172ND STREET NE_BLD1055_2026
COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: Wells Fargo ATM Valuation $14,500 Project Address: 4008 172nd Street 00930300000302 r,rr Tum 11 NCO yawAv2 COW 9CMAAI OF IUCsoNaNODDOOIAPIHOi Win NWIMWUC Parcel ID#: Legal Description «<ONAINIVC>.G WRC,LR Tal,esoH 3,ME LQ sky ftwH &sINEu2 to 39 71FT THRU CIA OF 91'00 50 TH S01'24 43W 134 3TFT TH S45'W ME 32 60FTTH SBT'34 19E 22314FT TH NO2'25 41E 1P1.FT TO SU RAN MGN TH NB]'34 19W AALG SO RM MGN 224 54 FT TO POP AKA LOT 2 OF CITY OF ARL Z-%036 PLA REC AFN 200610035220 6 CORR PER AFN 200908250596 Owner: CFT Developments LLC Phone Number: Address: 1683 Walnut Grove Ave City: Rosemead State: CA Zip Code: 91770 Engineer:Point 2 Structural Engineers Phone Number: 916-452-8200 Cell Phone: E-mail: brad@point2se.com Address- 3701 Business Dr @100 City: Sacramento State: CA Zip Code:95820 General Contractor: CIM Group Inc Phone Number: 714-956-2827 Cell Phone: 714-713-0040 E-mail: rrocha@cimgroupinc.com Address: 960 E Discovery Lane City: Anaheim State: CA Zip Code: 92801 Contractor's License Number: UBI:602-812-295 Expiration: 3/23-2016 Contact Person: Andrea Rios Phone Number: 714-956-2827 Cell Phone: E-mail: arios@cimgroupinc com Address: 960 E Discovery Lane City: Anaheim State: CA Zip Code: 92801 Proposed Scope of Work: New Free-standing ATM in existing planter area Received JUN 15 Z016 Page 6 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Project Name/Tenant Wells Fargo Bank Site Address4008 172nd Street Bldg/Unit/Suite IBC Construction Type VB IBCOccupancy Type U Description of Use Misc-ATM Building Square Footage 22.5 Number of Stories 1 Square Footage Per Floor 22.5 Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items. Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 Statement of Special Inspection Name of Project: Wells Fargo ATM Project Address: 4008 172nd Street Special Inspection Firm: GeoTest Services, Inc. Address: 20611 67th Avenue NE, Suite A, Arlington, WA 98223 Contact Person: Jeremy Wolf Phone: 360-435-1141 Email: jeremyw@geotest-inc.com Special Inspection Firm Special Inspectors: The Special inspection Firm of GeoTest Services,Inc will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete { ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specifv ATM anchors All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted. The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed, for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports, on site,for review. Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: &4� A&C14" Date: 06/21/2016 1 hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Andrea Rios 06/21 /2016 Print Applicants Name Date F I STAFF USE ONLY Received 10 C;(;� JUN 21 2016 Permit N A cept B Amount Received Receipt# Date Received Page 9of9 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:4008 172nd Street NE Permit it: 1055 Parcel#:00930300000302 Valuation: 14500 00 OWNER APPLICANT CONTRACTOR Name:CFT DEVELOPMENTS LLC Name:CIM Group Inc Name:CIM Group Inc. Address: 1683 WALNUT GROVE AVE Address:960 E Discovery Lane Address:960 E Discovery Lane City,State Zip:ROSEMEAD,CA 91770 City,State Zip:Anaheim,CA 92801 City,State Zip:Anaheim,CA 92801 Phone: Phone:714-956-2827 Phone:714-956-2827 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Addition CODE YEAR: 2012 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI l0/IRC110. SALES TA AISNOTICE:Sales tax relating to construction and construction materials in the Ci f rlingto must be repo ed on your sales tax return orm and c Cof Ar' g #31 11/11(,l, ig a ur Print Name Date Rele d By t atc CONDITIINS See red-line drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 6/30/2016 Building Permit Fee $347.89 6/30/2016 Building Plan Review Fee $226.13 6/30/2016 State Building Code Surcharge Fee $4.50 Total Due: $578.52 Total Payment: $0 00 Balance Due: $578.52 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon o � WELLS FARGO BANK NEW ATM - Arlington Offsite Zw �� m m Q LL & AND E.S. EACH SIDE (R/R) REMOVE&RELOCATE a . N @ AT E.W. EACH WAY (RE) RELOCATED OWNER 0 2 A.B. ANCHOR BOLT EXT,EXTR EXTERIOR RE: REFER TO NOTE# KEYNOTE SYMBOL PROJECTADDRESS AVE LLCm ABV ABOVE FIN FINISH REINF REINFORCING 4008172ND STREET CFT DEVELOPMENTS A.F.F. ABOVE FINISHED FLOOR FLG FLANGE REQ'D REQUIRED ARLINGTON,WA 98223 1683 WALNUT GROVE AV z m v ROSEMEAD,CA 91770 /�RR _ C AGL ANGLE FLR FLOOR REQM'TS REQUIREMENTS A PARCEL NO XXXU V" in ALT ALTERNATE FND FOUNDATION RF ROOF w 00930300000302 0 0 BLDG BUILDING F.F.,FIF FINISH FACE SCHED SCHEDULE 1 GRID REFERENCE PROJECT PROPONENT i BLKD BLOCKED F.F.O. FINISH FACE OF SIM SIMILAR USE CODE WELLS FARGO BANK BLK'G BLOCKING F.O. FACE OF SMS SHEET METAL SCREW 539 OTHER RETAIL TRADE NEC 525 MARKET STREET BLW,BEL BELOW F.O.C. FACE OF CONCRETE S.O.G. SLAB ON GRADE 21ST FLOOR BM BEAM F.P. FULL PENETRATION SPCG SPACING LOT SIZE SAN FRANCISCO,CA 94105 B.O. BOTTOM OF FRMG FRAMING SO SQUARE N 1.03 ACRE(S) B.O.W. BOTTOM OF WALL FTG FOOTING STGRD STAGGERED TRUE NORTH NORTH ARROW GENERAL CONTRACTOR BOT. BOTTOM GA GAGE STIFF STIFFENER CIM GROUP,INC. BRG BEARING GALV GALVANIZED STL STEEL DETAIL g 960 E DISCOVERY LANE BTWN,BET BETWEEN GRID GRADE STRUC STRUCTURE DETAIL REFERENCE PROPERTY DESCRIPTION ANAHEIM,CA 92801 HDR HEADER STRUCT,STIR STRUCTURAL SHEET N Section 28 Township 31 Range 05 Quarter NW COMMERCIAL PLAT OF C= CAMBER 714.956.2827 C.I.P. CAST IN PLACE HORIZ,(H) HORIZONTAL T&B TOP&BOTTOM TUCSON BILK 000 D-02 A PTN OF NEI/4 NWl/4 SD SEC DAF:COM C.J. CONSTRUCTION JOINT HGT HEIGHT THD THREAD SECTION AT NW COR OF COMMERCIAL PLAT OF TUCSON TH S87 34 19E CIL CENTER LINE H.S.B. HIGH STRENGTH BOLTS T.O. TOP OF SECTION ALG SLY R/W MGN 172NDST NE 322.80FT TO POB AND BEG OF CLR CLEAR INT,INTR INTERIOR T.O.C. TOP OF CONCRETE SHEET$ CURV CONIC TO SE FR WHENCE ITS CTR PT BEARS S02*25 41W COL COLUMN JNT JOINT T.O.F. TOP OF FOOTING 25FT DIST TH SWLY ALG ARC SD CURV 39.71FT THRU C/A OF 91* CONIC CONCRETE JST(S) JOIST(S) T.O.S. TOP OF STEEL ELEVATION 00 58 TH SOI*24 43W 134.37FT TH S45*00 OOE 32.60FTTH S87*34 CONN. CONNECTION LB,# POUND T.O.W. TOP OF WALL EXTERIOR ELEVATION 19E 223.14FT TH NO2*25 41E 181.84FT TO SD R/W MGN TH N87*34 CONST CONSTRUCTION LG LONG TRANS TRANSVERSE SHEET B 19W AALG SD R/W MGN 224.54FT TO POB AKA LOT 2 OF CITY OF CONT CONTINUOUS LONGIT LONGITUDINAL TS STRUCTURAL TUBING, ARL Z-06-036-BLA REC AFN 200610035220&CORR PER AFN CSK COUNTERSINK MAX MAXIMUM (TUBE STEEL) ELEVATION A 200908250596 DBL DOUBLE M.B. MACHINE BOLT TYP TYPICAL ///>:ROOM g J) DIA,H DIAMETER MIN MINIMUM U.N.O. UNLESS NOTED OTHERWISE INTERIOR ELEVATION CODES J DIAG DIAGONAL NIC NOT IN CONTRACT VERT,(V) VERTICAL SHEET 8 DLT DEEP LEG TRAC (N) NEW W/ WITH 2012 INTERNATIONAL BUILDING CODE w/AMENDMENTS PROJECT TEAM LQ �A DWG DRAWING O.C. ON CENTER W/O WITHOUT SCOPE OF WORK NOTE • 2012 INTERNATIONAL FIRE CODE W AMENDMENTS r (E),EXIST EXISTING O.H. OPPOSITE HAND W/R WATER RESISTANT LLI 2012 INTERNATIONAL MECHANICAL CODE w/AMENDMENTS DWL DOWEL OVR,O/ OVER WHS WELDED HEADED STUD ROOM INSTALL ATM WITH NEW ATM KIOSK AND ASSOCIATED WORK. 0 EA EACH OPEN'G OPENING W.P. WORK POINT ROOM NAME • 2012 INTERNATIONAL ENERGY CONSERVATION CODE w/AMENDMENTS E.F. EACH FACE PC PIECE W.S. WOOD SCREW 101 • NATIONAL ELECTRICAL CODE w/AMENDMENTS J EL,ELEV ELEVATION(DATUM) P/L,PLT PLATE WT,WGT WEIGHT Q EMBED EMBEDMENT P.T. PRESSURE TREATED W.W.F. WELDED WIRE O DOOR REFERENCE (R) REMOVE FABRIC WINDOW REFERENCE PROJECT DATA PROJECT OVERVIEW z A ABBREVIATIONS w DETAILED PLAN/ • DEMO PORTION OF SIDEWALK IN FRONT OF ELECTRICAL I/S aNRe6 a .Icx rowNexlFx,w.e, _ C— ENLARGED AREAPLAN E_ SOURCE. t J „µWV " - INSTALL NEW ELECTRICAL CONDUITw/CABLES TO METER NW 28 31 5 =I I + SOCKET. W.... _.W W... '2 I - • REPOUR CONCRETE SIDEWALK IN FRONT OF ELECTRICAL PROPERTY LINE I•' _- - SOURCE. cw La—... wmx— Row—a.n•-..-_ meal€....... 1a,•-2xrm. -. - ...........; `yl. N•I°,w•.,— a^•°�•----"•_�^'----� +b^-�--��••••^,I I � I - � � - `- _ INSTALL NEW UTILITY PEDESTAL. �° " a••••M CENTER LINE . FORM&POUR NEW FOUNDATION/SIDEWALK. wtR OT,v Buetlly- we N ___ .sw _ _ --_ ews,ata° - INSTALL NEW NCR 6637 ATM. adze ,t3-0es _ DATUM/BENCH MARK , ,oa, �� - • INSTALL NEW EXISTING LIGHT FIXTURE SURE. 1 x0I at 1 1 t f • FIXTURES EXISTING LIGHT FIXTURE&INSTALL(2)NEW L.E.D. I 0O BREAK LINE � FIXTURES ON EXISTING LIGHT STANDARD. 19YN?-BF-NE +, L • INSTALL NEW BOLLARD. 2-- 205E 2a6012461 �--�i----- - , j i 2 1 E I 0 CONCRETE WALL 1___oT t € 2 ATM AREA:92.25 s It cool i 2-0+3 e'zooz p ® MASONRY WALL 4 Z OINT SHOPPING n _..I1 `;. TER ESP t 00 ••^"-I - , EXISTING 2x4 OR 2x6 Z Q LLI aoz3 i44 00002 -"" WALL TO REMAIN ' CITY OF ARLIN rbN MN-c,.one.su e� • ^^ EXISTING WALL/AREA TO (n CO MER IAL LATE C——— O LL 30szsso0t - -[ BE REMOVED 1 OFT C3pN �• IS 03) -0n TO NEW BE xCONSTRUCTED LL N ' az ro 2405 2-052 0os0, 10 ILI LL O °C 3: 01 I 20912023E 2028 BSP ZR 83fl25> ` -T�TM-BTNE ... SYMBOL LEGEND EXISTING RENDERING SCOPE OF WORK z •et, 02 _ v {{ # zazTt zo a €2°f 2- "" 2o2a Iao3sze T i I (�•„ 0n z "=gyp C r- - GENERAL INFORMATION LLI AO O GENERAL INFORMATION 00 0.2 . � �a tans PILCHU K PLAZA y co Do COUNTRY ARCHITECTURAL sI PH 2 REVSP33(2-]]) MANOR A1.0 SITE PLAN _____pR-1- L d + ONE _ .1 (10381) 2026 j sy (CONDO) ,azo N-e 0,a, LA ° °° •^P A2.1 PLAN VIEW EXISTING) DRAWN: J.Spix oa _ PLAN VIEW PROPOSED) JOB: Arlington zwr it 2aaa zoz, z-0sa m i _ �c SCALE: NOTED „ z-0sT "" sT GENERAL DETAILS DATE: 05/23/16 202 tt z.ae) zoo yi --- --- -� - - D1 CONSTRUCTION DETAILS f 5eee4PLNE • ,e ' 4 4 REFERENCE DETAILS �9 REV 2-01c 1 20t5 2-0ss `5 " d a ` PH D2 ELECTRICAL PLAN a x le 's Pi U„ SINGLE LINE DIAGRAM °08 3 2ou'z-0n(aon i I 3 GENERAL DETAILS ° 2a e c o I PH1 PH2 PH 3�PH PH 330 ante ...^...TI nomf oFe COUNTRY MANOR TWOoRARY1nUL (CONDO)(866,8 D3 ADA SPECIFICATIONS [ STRUCTURAL 3-015 ROS AFNIO1T0300 j ,;,,„,,, _ 3w 3145 1-7 ATTACHED PARCEL MAP VICINITY MAP O PROPOSED RENDERING SHEET SCHEDULE AO.0 o � m rn m � co Vz ¢ m E � (L7aW 4 � � N � T N U OW 02 m a W � 0 0 172ND STREET N.E. (SR 531) i 224.53' I I I I r I I I I I I _ w EXISTING BUILDING I� �I M ri N Z ® N > I I Z Q I Q = J � I —— w II l I c/) .soy I -- -- - -- L 181.84' —=1 - -- A B p NEW ATM A21 A21 Y Z LFQ w CO O � 'rt L M O c Q Z w � 0 U) -0 c 0 z JZ c\1 F- LU rJY �o z cr O J � Qv ¢ WALMART PARKING LOT DRAWN: J.Spix JOB: Arlington SCALE: NOTED DATE: 05/23/16 REV C�I—CAILE SITEN:1"=30'-I 1 .0 o � m rn m � co Vz ¢ m E � a7aW N � T u O NW 0x m a W � 0 0 rn a 17' 15' 17' -9" L :E� n bo co 22'-6" zn V W _ O U -X O W_ d 1 ❑ 00 O ❑ 00 0 ^N 1 r, O i r D1 q 0 T_6" 3 �I T_6" - � I I � L OI o 0 I __________________J ^ N _ __ N I Y c 2 V U Q in 8'_6" 3'_BZ" 5 in w Q w A 13'-6" N m -- -- -- -- -- -- -- -- -- (E) PROPERTY LINE � (E) PROPERN LINE 'rt L M O c Qzwa � 0 U) z J z cj F- w rJY �o z Cc O J SCOPE OF WORK: Q 1. FORM&POUR NEW SIDEWALK. 2. FORM&POUR NEW CONCRETE FOUNDATION. D� DRAWN: J.Spix 3. INSTALL NEW UTILITY PEDESTAL. JOB: Arlington DZ SCALE: NOTED DATE: 05/23/16 4. INSTALL NEW MODEL WFB3880 ENCLOSURE. D7 5. INSTALL NEW NCR MODEL 6637 ATM H REV D1 6. INSTALL(2)NEW L.E.D.LIGHT FIXTURES. M SCOPE OF WORK: Dz 1. EXISTING LIGHT STANDARD TO REMAIN. 7. CORE&INSTALL NEW CONCRETE FILLED STEEL BOLLARD w/COVER. 2. EXISTING LIGHT FIXTURE TO BE REMOVED. 3. EXISTING PORTION OF GRAVEL LANDSCAPE ARE TO BE REMOVED. D2 N EXISTING PLAN VIEW A N EXISTING PLAN VIEW ///��� SCALE:1/4"=1'-0" /'1 SCALE:1/4"=1'-0" A2. 1 -/. 1 421/2" m N N '6 I/4" 10" 5" 5" 1, 10" I/4' 2"CONDUIT FROM FROM °i m 2'CONDUIT FROM 9/4' q OF 3/4' v ¢ rn REVISION BACK OVr FOR TA/rOMM5K E 50URGE FOR ATM :105K 4FTG Z w '9 n Top view OUTLINE OF K105K a a li N T O O _ O w o 3 m a WELLS ____--_ O FARGO • - • ' 1 I 2"CONDI117 FROM a ----= a a _ SOURCE FOR RNJND 11 ar' 43° ® ry LIGHTING 15/8' (N) WFB3880 3xb 5NB UP O O N 6637 n OPENING ( ) 4 skied EDGE OF FRAME r WELLS 5Sign LED • BA5EPLATE _ � - � slgr,age - • FARGO OVrLINE o - - FRAME BASE KIOSK Ib S/4' r I �, FRONT N ❑ © (10)3 N b ANCHOR TYP,UNo.EMBED aacklt PLAN =4 3/4"TYP a O O 126" 0 Signage DISCONTINUE OR O RELOCATE 5TEEL AT BLOGKOUT a (E) GREAS v Tone on I'OPEN CANDUIT TOP AND ATOM INTERCEPT O S Tone FROM BLOCK-OUT iV Graphic— TO 5NB UP PV F.G. W le I® PULL WIRE FOR Perspective DATA/GOMMS Illuminated I z 1'-72' ❑3'-7"❑ 1'-72" Footer g•cLR 0 MP Red#65B37 ® 3M Scotchcal Vinyl Red 3630-2236 TT—r 11��r © 3M Scotchcal Vinyl Yellow 3630-4039 Side View front View Back View O MP Bra e#75296CIO NOTE5: J SECTION Q Wells Fargo B3881 01 4n I.5EE 5HEET I STERLING s��.�m ���.� Enclosure Rendered:CA Rev-1 FOR TYPICAL NOTES. ATM Approved: 02/17/2015 6637 TYPICAL FOUNDATION W E EXTERIOR ELEVATION F ATM ENCLOSURE G FOUNDATION PLAN ATM DIMENSIONS PRODUCT IDENTIFICATION WEIGHT AND FLOOR LOADING All height dimensions include the compressed base insulation sheet(9.0 mm The illustration below is typical of the layout of the product identification label (0.35 in)).Overall width dimensions include air vents and facia. which is fixed inside the ATM. Maximum weight XXX kg (XXX It) NCR NCR SelfSer XX III 11111IIINII■III� Floor �kbw) Y Gass:XXXX Model XXXX Z Na3 Gbeal Sobdore W, Tracer:XX-Xx Serial:XX-X)0000= 986mm MedeinUK We XXX-xxxv Hz:50160 A:XX AC POWER REQUIREMENTS m(38.9 in.) El The maximum current requirements are: O � S�.=LR32207 • 30A at 120V LL N 984 mm M:rs.r—d:X—x . 15A at 230V. O N 865 mm (38.74 in) Q z LU < (3asin) 260rnin ei�o-omaer�bcompalnrlly o e8 ejad o.aw The maximum inrush current is: 10mm mmp�aswm ven rsmmeFm wnae.ap°,m ib.;renw m�daaw: Q 10.24 n. 0.39 n. (+ling tierce may nor�u�mm,w�ned��,aad �$67 Mrn ( 714 mm� ( ) rn�a�." aoes °��v�.rdre,e,�,��d.��da aem�a�nand a,e a�d.o d�,�d ore.no,. . 50A peak at 136V � WELLS (34.2in.) (2s.11in) �eda, ammro.�da� area . 80A peak at 257V FARGO (f� ``rtrt U) ZC) Be yaaro�mc°°ada. u m e.,�onrsei�a. r VERTICALLY MOUNTED J V c mor€s�aoaereanum€r�o�a�€m�o.eeeN�b,•d�oai�l"nmsd€ressambsu 1 DISPLAY SCREEN n paareu"�mmq�ez de is ae enne �da�s ieaa9eme a ie o.w uese aa�o6e�n�e ence Pe ie I J Z 465mm �Brreaee co (N) B3888 in. 1 J 00 Z . (18.3 ) Complies with FDA aadianon Perfortnanca Standards,21 CFR SubchaplarJ (N�NEW)7 L /Y 00 O I � � Q v cc Q 0 0 0 0❑0 � I I I The product is identified by a class and a 4 digit model number.The serial o o =w �o w 1868 Ron — number is unique to each ATM.The tracer number is used to identify where the w° 1 w IL DRAWN: J.Spix (73.6 in.) ATM was built. '?. j LL JOB: Arlington ¢O - ¢0 1 (�3 nun 3 in.) Please quote all of the serial and tracer numbers,including the prefix,when SCALE: NOTED>w$ w$ 1409..t making reference to the ATM. ° ° 1:48"MAX DATE: 05/23/16 Electrical rating information is also shown on the product label. SLOPE 653 mm (25.7 in.) (N) FOUNDATION �310 REV IF IF � 82 � �895mm (34.88 —in.) (35.3 in.� �:)(37.2 45mm in) H ATM MANUFACTURER DETAILS 1 DESCRIPTION MCGRAW-EDISON The Ganan"'LED lammaire DOWNS exceytion.l SMIMMInca in a N highly nalabb,bw�profile eaign.Prtatm,hgM1�efficienry—LED /\Z U W EXISTINGSWTICHGEAR/ opti®^'.nrem yi1—ft—iidSnargvcorea II PiSD..I. v a M METER SOCKET walkwan.p rting btn,romwayn,b iltlingarean and nau rylgMing Z w E applintbn•.IPoSr,m. f� ❑5 NEW METER © NEW _ (2)#6 THHN SPECIFICATION FEATURES begde o.adon mndlm.me av po•monmgmn.wo np"q Oo a (1)#10THHNGRND E.taemalpmmpmerroer h.ae.ia0•hiddi•de.ignml. •mbly.D•ngn,ernrpolnor o METER ada.ro thermally i•,dm nom aamla•N mmg.rtawhhthe sL3, w,n m.pming.when mopmmg /� rn Light Square•...optimal thermal SLa SIA o.AFL uph. ...more lumiai..al SiY 3 U a aammana.Harvy-wall,die- m,Dan,the EA steam arm pZ 2 hn aluminumend caw ealo•e EI.m .l may OSro ihN111—tbea.m ou.ing antl diecataluminum LED Amen are 11um0am Ming requirement I.W..n - _ Um _____ Mi_ll'i4 Auniga,pater ramovablevey aaembN for sea page3 Xoune poletopaaapter W ntling interlocking M1oaing antl M mahmenana.llDY>)V 5LSOHI, mdutlm.F.r,wall mountiiq, O hart oink provide rcalability wah 34N ED.,or....He oamtion. npaily wall meant bac4,.wiM. C IL o • . ruduralrigidily.3G Sta—wSh 0iW dimming. 3G vibration r,ea. vibration re•tetl.Opooiultal- Shippm,a Ol with C.oar 1"C lensharawaroavailabla—SR Lghtinproprietary0i mmula Finl.h 4)#10 THHN N-9 k IP661-mamb.. a Iiii m=Tho o limn icic psy-CO M, Mil, GLEON jp 'gin LED Do yata avMer cart paim, in 2)#10 THHN GRND LEDwmb,m la•phabl— 3.Sm1—inmmi.kna•amr OR-. mroc to 40D ambient Mtmn. GALLEON LED Choi.,16 plihil ,high. B onmemn.Forapplirmba a.Jwrrp NtOMilhk po m• / •%ici•nry A_ED Optio. withamb.—Frill— T,m blak Smntlard al.n ® .Mia are I-6millydaigadto aming4MC,HROOdyth.HA indude blak broom,grey, 1.10 LISM SgRS 20A shape the distribution maximhdng (High Amble,).ptbn.Light wM1he,tlah pldhnum antl graphhe Said Stove LED AM LED anaapplhatipn•pPi I—Ri aI...r,m.G..ater ,.Ilia RAL antl cusmm cob. AauL .h.i hHIS bilitym S.pil t60,0 mai....A M.Gh vailable.C.nnuh the 73 dl•triWlion—a Spplilabi,. ii.-d at So,g00 houn.Availabla McGraw-Ethan Architectural ASElJSRF LUMNAl1E / to mat cualombm application a i*1S to 111000-and Colon brochure rorhecompl,e 30A requh W. orrame.tanaa,m optional SlOmA am)OOmA,rive celedi.n. I 40 CNI IN�2]5K1 CCT am mS hd JO CSI.Optional SOOOK LCTana amntn Warranty ------ Z KCCTF m.lae Meuntinq Frve narwarrenry. NEW ,sphlll'gh upfonal En MI Slum ndutla ATM NEW (2)#6"THHN ` ` hope a n la emal bon g.iaa ailowne I.. PEDESTAL (1)#10 THHN GRND PEDESTAL 208 DIMENSIONS 00A OV POLEMDIEtr f ® Jul n I .I.v.lssan.x lIrJ vJ L J 1"C (4)#10 THHN cEgylFlc.noE DAyA " (2)#10 THHN GRND waAwwk"..w,tw, J - Ixk nl L aa�ll�nq�+'Inem dm�.Ma LU Q L11� J Pap.��w ga4hRwP LLI A7 J NOTES: INEIR— Q 0 1. CROWN GROUT CAP SMOOTH TROWEL FINISH. Dwaauw-TA ,pnk.oM1 o""°e' wean. EP4Zat4.a J 2. 4"DIA STEEL PIPE-GROUT SOLID PAINT P-8. n.«.m *+a.nl aa..re nn•.Dlp.t _ Q 3. EXISTING ASPHALT. NEW'ATM' NEW'ENCLOSURE' �. , >nerw, » a.w•aa °"•�T°^pvv0ia Cc 4. 12"DIAMETER CONCRETE FOOTING. 120-208 30AMP 120-208 20AMP a as palms mSA w 5. PLASTIC COVER"GREY". '"",�..h::,f.: a:,„,;,,,,,,,,,,, `^°".^^^an'"`°°'."r. 6. "WHITE"BANDS. Cpp �Ml��w F�l w z IH�sa •w.wd.maa,.,,. a,•w«,aa.. J LL1 LLI G I BOLLARD K ELECTRICAL PLAN L SINGLE LINE DIAGRAM M L.E.D. LIGHT FIXTURE "A" Style 16" Metered Commercial Pedestal HINGED DEMAND PANEL'NEW' 100 AMP METER RESET 120/240 VOLT 1 PH 3 WIRE COVER USE/AREA SERVED C/B A B C/B USE/AREA SERVED WITH Y WINDOW /1,0 1 - 2 _ NOT AVAILABLE Z MAIN REMOVEABLE 3 _ 4 NOT AVAILABLE QLLIFULLY HINGEDm TEST BYPASS 1 16 BLOCK COVER METER SECTION 36'MIN, DEDICATED ATM 30 5 6 _ NOT AVAILABLE (10 (IF APPLICABLE) COVER CLEARANCE 1 4.33 O _ MOUNTING BASE DETAIL REQUIRE°PER ATM ENCLOSURE 20 7 - 8 NOTAVAILABLE M �PHOTO CELL WINDOW NTYPICAL18 LIGHTING 1 y 6.48 10 _ NOT AVAILABLE N WITH `{I� FRONT46ACK 20 O c, SOCKET ��PRINT (IFAPPUCABLE) 16, SPARE 1 1 2 NOTAVAILABLE Z W rn CC a 20 Q a �f 141 SPARE 120 3 - 4 _ NOT AVAILABLECIO O O O 0 73 SPARE 120 5 _ 6 _ NOT AVAILABLE J D 0 O BRACKET GENERAL USE SPARE 120 7 8 NOT AVAILABLE J z n (9 48n THROUGH--� SECTION TENDS UTILITY63/4 GENERAL USE SPARE 1 9 - 10 _ NOT AVAILABLE w J W Z 42° DOOR 20 < o cc SECURITY it 141f2' 93f4' ENCLOSURE - 120 7 - 8 _ NOT AVAILABLE Q ; i' te' 1z1r4 CUSTOMER °E 1 9 - 10 _ NOT AVAILABLE 235"UTILITY SECTION - 20 22.48 4.33 DRAWN: J.Spix 11 TERMINATION P6.S1 HINGED ii LANDING MIN. JOB: Arlington DEADFRONT--- I II tN..DR. T PANEL SCHEDULE SCALE: NOTEDDATE: 05OTEDLIFT-OFFit SERVICE DL L'J COVER MOUNTING HOLES CALCULATED LOADS& BREAKER PEDESTAL CIRCUIT# DESCRIPTION CIRCUIT REQUIRMENTS SIZE kVA WIRE SIZE REV MOUNTING HOLES DEDICATED ATM CIRCUIT 3'RECOMMENOEO MIN. 5 HARDWIRED TO ATM 16A-2 WIRE 120V 30A 1.92 10AWG FOUNDATION EXTENSION ALL SIDES,9 REC. (1)GEN PURPOSE DUPLEX • 7 (1)GFCI OUTLET 4.33A-2 WIRE 120V 20A 0.51 10AWG HINGED EXTERIOR DOOR CP-16PDMNT-CALT CP-16PDMNT-CALT L.E.D.SIGN LIGHTING WITH DOORSTOP TO HOLD MOUNTING BASE MOUNTING BASE 9 L.E.D.AREA LIGHTING 6.48A-2 WIRE 120V 20A 0.776 10AWG DOOR IN OPEN POSITION TOTAL kVA 2.43 Pad Mount Base or(4)5/8-11 X 18q Anchor Bolts Recommended N UTILITY PEDESTAL 0 PANEL SCHEDULE / LOAD CALCS D2 11 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 707.5.2 Receipts. Where receipts are provided, speech output devices shall provide audible m N balance inquiry information, error messages, and all other information on the printed receipt BRAILLE DIMENSIONS ATM BRAILLE DECALS ip necessary to complete or verify the transaction. co 220 Automatic Teller Machines and Fare Machines DOT BASE DIAMETER .059-.063 ¢ rn EXCEPTIONS: U adjustment General. Where automatic teller machines or self-service fare vending, collection, or DISTANCE BETWEEN 2 DOTS REMOVE STATEMENT " e 1. Machine location, date and time of transaction, customer account number, and the E n adjustment machines are provided, at least one of each type provided at each location shall .090-.100 • • Z EE complywith 707. Where bins are provided for envelopes, waste paper, or other purposes, at machine identifier shall not be required to be audible. IN THE SAME CELL P P P P P P -ii� is m least one of each type shall comply with 811. 2. Information on printed receipts that duplicates information available on-screen shall not DISTANCE BETWEEN • ' ' •• ' • ' • ^ ¢ a be required to be presented in the form of an audible receipt. CORRESPONDING DOTS IN .241-.300 ? N 3. Printed copies of bank statements and checks shall not be required to be audible. ADJACENT CELLS a m 305 Clear Floor or Ground Space P� 9 INSERT CARD J N 707.6 Input. Input devices shall comply with 707.6. O o 305.1 General. Clear floor or ground space shall comply with 305. DOT HEIGHT .025-.037 •• d rn 305.2 Floor or Ground Surfaces. Floor or round surfaces of a clear floor or round space 707.6.1 Input Controls. At least one tactilely discernible input control shall be provided for • • • • • • 3 U v 9 9 P each function. Where provided, key surfaces not on active areas of display screens, shall be DISTANCE BETWEEN CORRESPONDING Uo m C shall cam with 302. Changes in level are not permitted. P Y P Y .395-.400 comply g p raised above surrounding surfaces. Where membrane keys are the only method of input, DOTS FROM ONE CELL DIRECTLY BELOW x EXCEPTION: Slopes not steeper than 1:48 shall be permitted. each shall be tactilely discernable from surrounding surfaces and adjacent keys. w 0 o 305.3 Size. The clear floor or ground space shall be 30 inches (760 mm) minimum by 48 707.6.2 Numeric Keys. Numeric keys shall be arranged in a 12-key ascending or rn a inches (1220 mm) minimum. descending telephone keypad layout. The number five key shall be tactilely distinct from the 305.4 Knee and Toe Clearance. Unless otherwise specified, clear floor or ground space shall be other keys. permitted to include knee and toe clearance complying with 306. 707.6.3 Function Keys. Function keys shall comply with 707.6.3. 305.5 Position. Unless otherwise specified, clear floor or ground space shall be positioned for 707.6.3.1 Contrast. Function keys shall contrast visually from background surfaces. either forward or parallel approach to an element. Characters and symbols on key surfaces shall contrast visually from key surfaces. Visual REMOVE CASH 305.6 Approach. One full unobstructed side of the clear floor or ground space shall adjoin an contrast shall be either light-on-dark or dark-on-light. accessible route or adjoin another clear floor or ground space. EXCEPTION: Tactile symbols required by 707.6.3.2 shall not be required to comply with • • •• 707.6.3.1. 305.7 Maneuvering Clearance. Where a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearance shall be 707.6.3.2 Tactile Symbols. Function key surfaces shall have tactile symbols as follows: provided in accordance with 305.7.1 and 305.7.2. Enter or Proceed key: raised circle; Clear or Correct key: raised left arrow; Cancel key: 1 Forward Approach. Alcoves shall be 36 inches (915 mm)wide minimum where the raised letter ex; Add Value key: raised plus sign; Decrease Value key: raised minus sign. DEPOSIT CHECKS/CASH depth depth exceeds 24 inches (610 mm). 707.7 Display Screen. The display screen shall comply with 707.7. • � • • • ••• • ••• •• 305.7.2 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide minimum where the EXCEPTION: Drive-up only automatic teller machines and fare machines shall not be required to '•• • • ••• depth exceeds 15 inches (380 mm). comply with 707.7.1. 707.7.1 Visibility. The display screen shall be visible from a point located 40 inches (1015 308 Reach Ranges mm) above the center of the clear floor space in front of the machine. 308.1 General. Reach ranges shall comply with 308. 707.7.2 Characters. Characters displayed on the screen shall be in a sans serif font. Characters shall be 3/16 inch (4.8 mm) high minimum based on the uppercase letter "I". 308.2 Forward Reach. Characters shall contrast with their background with either light characters on a dark 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall background or dark characters on a light background. be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 707.8 Braille Instructions. Braille instructions for initiating the speech mode shall be provided. mm) minimum above the finish floor or ground. Braille shall comply with 703.3. (n 308.2.2 Obstructed High Reach. Where a high forward reach is over on obstruction, the clear z floor space shall extend beneath the element for a distance not less than the required reach O depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum w where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 J inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. m /, 308.3 Side Reach. _v 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an 0 LL element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 w mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the V finish floor or ground. U W EXCEPTIONS: U r0r^VJ- 1. An obstruction shall be permitted between the clear floor or ground space and the Q element where the depth of the obstruction is 10 inches (255 mm) maximum. 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. 309 Operable Parts 309.1 General. Operable parts shall comply with 309. T Z 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided. EXISTING EXISTING EXISTING Q LU M 309.3 Height. Operable parts shall be placed within one or more of the reach ranges specified VAN-ACCESSIBLE ACCESSIBLE TRUNCATED W 3g spin PARKING SIGN PARKING SIGN DOMES 09.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall O LL be 5 pounds (22.2 N) maximum. O N cm 707 Automatic Teller Machines and Fare Machines in W Q z W 707.1 General. Automatic teller machines and fare machines shall cam with 707. Q PY O 707.2 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided. U R p, Z EXCEPTION: Clear floor or ground space shall not be required at drive-up only automatic teller J Z n F- machines and fare machines. 707.3 Operable Parts. Operable parts sholl comply with 309. Unless a clear or correct key is w J Z provided, each operable part shall be able to be differentiated by sound or touch, without ` Cc O J activation. �p Q EXCEPTION: Drive-up only automatic teller machines and fare machines shall not be required to comply with 309.2 and 309.3. 707.4 Privacy. Automatic teller machines shall provide the opportunity for the same degree of o privacy of input and output available to all individuals. 10„max � INO DRAWN: J.Spix 707.5 Speech Output. Machines shall be speech enabled. Operating instructions and orientation, u', visible transaction prompts, user input verification, error messages, and all displayed information lyq JOB: Arlington for full use shall be accessible to and independently usable by individuals with vision SCALE: NOTED impairments. Speech shall be delivered through a mechanism that is readily available to all ------------� T �- users, including but not limited to, an industry standard connector or a telephone handset. N DATE: 05/23/16 Speech shall be recorded or digitized human, or synthesized. EXCEPTIONS: 1. Audible tones shall be permitted instead of speech for visible output that is not displayed M x NO n REV for security purposes, including but not limited to, asterisks representing personal identification j i E l\ PARKING PARKING 1\ numbers. 2. Advertisements and other similar information shall not be required to be audible unless they v E convey information that can be used in the transaction being conducted. L L------------------- v 3. Where speech synthesis cannot be supported, dynamic alphabetic output shall not be required M g' g' 9� 5� 9' to be audible. i 1 _ 707.5.1 User Control. Speech shall be capable of being repeated or interrupted. Volume 48° control shall be provided for the speech function. EXCEPTION: Speech output for any single function shall be permitted to be automatically CLEAR FLOOR SPACE FOR PARALLEL APPROACH OBSTRUCTED HIGH SIDE REACH interrupted when a transaction is selected. ADA SPECIFICATIONS - EXISTING ACCESSIBLE PARKING D3 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:4008 172nd Street NE Permit#: 1055 Parcel#:00930300000302 Valuation: 14500.00 OWNER APPLICANT CONTRACTOR Name:CFT DEVELOPMENTS LLC Name:CIM Group Inc Name:CIM Group Inc. Address: 1683 WALNUT GROVE AVE Address:960 E Discovery Lane Address:960 E Discovery Lane City,State Zip: ROSEMEAD,CA 91770 City,State Zip:Anaheim,CA 92801 City,State Zip:Anaheim,CA 92801 Phone: Phone:714-956-2827 Phone:714-956-2827 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR -` Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Addition CODE YEAR: 2012 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 l0/IRCl10. SAL T NOTI E:Sales tax elating to construction and construction material=;2 ust be repo ed on your sales tax return iorm and c C'y of Ar' g #31 � /� T' a urn Print Name Date Re lc d By I ate CONDITIPINS See red-line drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC,)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 6/30/2016 Building Permit Fee $347.89 6/30/2016 Building Plan Review Fee $226.13 6/30/2016 State Building Code Surcharge Fee $4.50 Total Due: S578.52 Total Payment: $0.00 Balance Due: $578.52 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon IsfW Permit Information Date 6/17/2016 Permit Number 1055 Project Name Wells Fargo ATM Applicant Name CIM Group Inc Applicant Address 960 E Discovery Lane City, State,Zip Anaheim,CA 92801 Contact Andrea Rios Phone 714-956-2827 Email arios@cimgroupinc.com Permit Type Commercial Addition Site Address 4008 172nd Street NE Valuation 14500.00 Status Applied Permit Issued Permit Expires Square Feet 23 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New fee-standing ATM in existing planter area Assigned To Kristin Foster Property Information Owner Information Parcel#:00930300000302 CFT DEVELOPMENTS LLC CFT DEVELOPMENTS LLC 1683 WALNUT GROVE AVE 4008 172ND STREET NE ROSEMEAD,CA 91770 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# IM Group Inc. Andrea Rios 14-956-2827 rios cim roupinc.com ICONTRACTOR Review Date I Type I Description I Target Date Completed Date Assi ned To status /21/2016 Imisc 1 16/28/2016 JKevin Olander lin Review Notes Date Note 6/17/2016 Waiting for page 8 and 9 of the application and pdf of plans. Emailed Andrea. KF H • I •1 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: Wells Fargo ATM Valuation: $14,500 Project Address: 4008 172nd Street Parcel ID#: 00930300000302 SM n]lTpnyC D5 Qu .,NW caeASRGMLPLATOFTUCSONMRoaoO*IAITNOFNEINtWIN Sp SFL Legal Description MF(gNATNwCiMvncoAaffRC KAIoFh4loNtN8lT•3419EALGSLYRAYEIGNIT)NOgtNE]22l to )O.TNT tG3mw f/Aof 01'W!i IN f0/'N43W IN.I>+l IN3�$'0000E 1s 70FINt SEI.14 AE 22314FT INNp)•73CIE 1B1 64FT 10:A NAY N:tN III IUT•]4'9W AA:O SD RIw%WN 234 54FT TOPW AKA lol3ltt CITY F NIL 2 N'75 1 R EC AFN 20W 1OD35220&[ Q PLR NN 20090.250596 Owner: CFT Developments LLC Phone Number: Address: 1683 Walnut Grove Ave City: Rosemead _State: CA Zip Code: 91770 Engineer:Point 2 Structural Engineers Phone Number: 916-452-8200 Cell Phone: E-mail: brad@point2se.com Address: 3701 Business Dr @100 City: Sacramento State: CA Zip Code:95820 General Contractor: CIM Group Inc Phone Number: 714-956-2827 Cell Phone: 714-713-0040 E-mail: rrocha@cimgroupinc.com Address: 960 E Discovery Lane City: Anaheim State: CA Zip Code: 92801 Contractor's License Number: UBI:602-812-295 Expiration: 3/23-2016 Contact Person: Andrea Rios Phone Number: 714-956-2827 Cell Phone: E-mail: arios@cimgroupinc.com Address: 960 E Discovery Lane City: Anaheim State: CA Zip Code: 92801 Proposed Scope of Work: New Free-standing ATM in existing planter area Received JUN 15 2016 P-AD (0;!'3-" Page 6 of 9 t r COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington - 18204 59th Ave NE -Arlington, WA 98223 - Phone (360)403-3551 Project Name/Tenant Wells Fargo Bank Site Address 4008 172nd Street Bldg/Unit/Suite IBC Construction Type VB IBCOccupancy Type U Description of Use Misc-ATM Building Square Footage 22.5 _ Number of Stories 1 Square Footage Per Floor 22.5 Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Page 7 of 9 i , COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community$ Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Statement of Special Inspection Name of Project: Wells Fargo ATM Project Address: 4008 172nd Street Special Inspection Firm: GeoTest Services, Inc. Address: 20611 67th Avenue NE, Suite A, Arlington, WA 98223 Contact Person: Jeremy Wolf Phone: 360-435-1141 Email: jeremyw@geotest-inc.com Special Inspection Firm Special Inspectors: The Special inspection Firm of Ge,TestSewices,lnc will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed) ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( } Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify ATM anchors All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted. The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports, on site,for review. Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector, In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: ��� Ag� Date: 06/21/2016 _ 1 hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Andrea Rios 06/21 /2016 Print Applicants Name Date F AFF USE ONLY Received JUN 2 1 2016 Permit A eptU Amount Received Receipt# Date Received Page 9of9 6/30/2016 ^ CIM GROUP INC 1 i iSearch L&I em A-Y Iwtrx fictj, My[ l S<--fr-;ty S Health Cyl�xlms&insurance iAM� kplace Rights T,"-des&Licensing Washington State Department of Ch Labor & Industries CIM GROUP INC Owner or tradesperson 960 E DISCOVERY LANE Principals ANAHEIM,CA 92801-1149 ROJO, NANCY LOUISE, MEMBER 714-956-2827 MORRILL,WILLIAM BERT, MEMBER Doing business as CIM GROUP INC WA UBI No. Business type 602 812 295 Corporation Governing persons JOSEPH L ARDAGNA NANCY LOUISE ROJO; WILLIAM BERT MORRILL; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CIMGRG1905C5 Effective—expiration 03/23/2010—03/23/2018 Bond American Contractors Indem CO $12,000.00 Bond account no. 100114140 Received by L&I Effective date 02/24/2010 02/18/2010 Expiration date Until Canceled Insurance Mt Hawley Ins Co $1,000,000.00 Policy no. MGLO183733 Received by L&I Effective date 05/10/2016 05/01/2016 Expiration date 05/01/2017 Insurance history Savings https://secure.ini.wa.govtverify/Detail.aspx?UBI=602812295&LIC=C IM GRG1905C5&SAW= 1/9 6/30/2016 CIM GROUP INC advertising, installing or maintaining cables' conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. EMABQ03714 Satisfied Issue date RCW/WAC 11/17/2011 19.28.101 RCW Violation city Violation amount ANAHEIM $250.00 Type of violation ELECTRICAL CITATION Description Failing to obtain or post an electrical/telecommunications work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-4613-900 (3)(6),effective after 12/30/2008 see WAC 296- 46B-901(3)(6). Infraction no. EMABQ03715 Satisfied Issue date RCW/WAC 11/17/2011 19.28.271 RCW Violation city Violation amount ANAHEIM $250.00 Type of violation ELECTRICAL CITATION Description Employing an individual for the purposes of chapter 19.28 RCW who does not possess a valid certificate of competency or training certificate to do electrical work. Infraction no. EMABQ03730 Satisfied Issue date RCW/WAC 11/17/2011 19.28.101 RCW Violation city Violation amount ANAHEIM $250.00 Type of violation ELECTRICAL CITATION Description Failing to obtain or post an electrical/telecommunications work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-4613-900 (3)(6),effective after 12/30/2008 see WAC 296- 46B-901(3)(6). Infraction no. EMABQ03729 Satisfied Issue date RCW/WAC 11/17/2011 19.28.041 RCW Violation city Violation amount ANAHEIM $500.00 Type of violation ELECTRICAL CITATION Description Offering to perform,submitting a bid for, advertising, installing or maintaining cables, https://secure.I ni.wa.gov/verify/D etai i.aspx?U BI=602812295&LIC=C IM GRG1905C5&SAW= 319 6/30/2016 CIM GROUP INC Infraction no. EMABQ03705 Satisfied Issue date RCW/WAC 11/17/2011 19.28.041 RCW Violation city Violation amount ANAHEIM $500.00 Type of violation ELECTRICAL CITATION Description Offering to perform,submitting a bid for, advertising, installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. EMABQ03707 Satisfied Issue date RCW/WAC 11/17/2011 19.28.271 RCW Violation city Violation amount ANAHEIM $250.00 Type of violation ELECTRICAL CITATION Description Employing an individual for the purposes of chapter 19.28 RCW who does not possess a valid certificate of competency or training certificate to do electrical work. Infraction no. EMAB003706 Satisfied Issue date RCW/WAC 11/17/2011 19.28.101 RCW Violation city Violation amount ANAHEIM $250.00 Type of violation ELECTRICAL CITATION Description Failing to obtain or post an electrical/telecommunications work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-900 (3)(6),effective after 12/30/2008 see WAC 296- 46B-901(3)(6). Infraction no. EMABQ03722 Satisfied Issue date RCW/WAC 11/17/2011 19.28.101 RCW Violation city Violation amount ANAHEIM $250.00 Type of violation ELECTRICAL CITATION Description Failing to request an inspection within 3 business days after completion of the installation or 1 business day after energizing,whichever occurs first as referenced in WAC 296-46B-900(10)(a), effective after 12/30/2008 see WAC 296-46B- 901(10)(a). hftps://secure.i ni.wa.govtverify/Detai l.aspx?U BI=602812295&LIC=C I M GRG1905C5&SAW= 519 6/30/2016 CIM GROUP INC Violation city Violation amount ANAHEIM $250.00 Type of violation ELECTRICAL CITATION Description Failing to obtain or post an electrical/telecommunications work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-4613-900 (3)(6),effective after 12/30/2008 see WAC 296- 46B-901(3)(6). Infraction no. EMABQ03726 Satisfied Issue date RCW/WAC 11/17/2011 19.28.101 RCW Violation city Violation amount ANAHEIM $250.00 Type of violation ELECTRICAL CITATION Description Failing to obtain or post an electrical/telecommunications work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-900 (3)(6),effective after 12/30/2008 see WAC 296- 46B-901(3)(6). Infraction no. EMABQ03727 Satisfied Issue date RCW/WAC 11/17/2011 19.28.271 RCW Violation city Violation amount ANAHEIM $250.00 Type of violation ELECTRICAL CITATION Description Employing an individual for the purposes of chapter 19.28 RCW who does not possess a valid certificate of competency or training certificate to do electrical work. Infraction no. EMABQ03725 Satisfied Issue date RCW/WAC 11/17/2011 19.28.041 RCW Violation city Violation amount ANAHEIM $500.00 Type of violation ELECTRICAL CITATION Description Offering to perform,submitting a bid for, advertising,installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. EQUIE00590 Satisfied Issue date RCW/WAC 11/15/2011 19.28.041 RCW Violation city Violation amount hfps://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602812295&LIC=CIMGRG1905C5&SAW= 7/9 6/30/2016 CIM GROUP INC Doing business as CONSTRUCTION INSTALLATION MAIN Estimated workers reported Incomplete premium report received. L&I account representative Collections Dialer Unit,800301-1826-Email:dialercollections@Lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. https://secure.ini.wa.govtverify/Detail.aspx?UBI=602612295&LIC=CIMGRG1905C5&SAW= 9/9 e AcceptedICC EVALUATION SERVICE Most Wideiy . , Trusted IMES Evaluation Report ESR-3187 Reissued March 2016 Revised June 2016 This report is subject to renewal March 2018. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 03 00 00—CONCRETE The post-installed reinforcing bar system is an alternative Section:0316 00—Concrete Anchors to cast-in-place reinforcing bars governed by ACI 318 and IBC Chapter 19. DIVISION:05 00 00—METALS 3.0 DESCRIPTION Section:05 05 19—Post-installed Concrete Anchors 3.1 General: REPORT HOLDER: The Hilti HIT-HY 200 Adhesive Anchoring System and HILTI,INC. Post-Installed Reinforcing Bar System are comprised of 7250 DALLAS PARKWAY,SUITE 1000 the following components: PLANO,TEXAS 75024 • Hilti HIT-HY 200 adhesive packaged in foil packs(either (800)879-8000 Hilti HIT-HY 200-A or Hilti HIT-HY 200-R) www.us.hilti.com HiltiTechEnq n.us.hilti.com • Adhesive mixing and dispensing equipment EVALUATION SUBJECT: • Equipment for hole cleaning and adhesive injection The Hilti HIT-HY 200 Adhesive Anchoring System may HILTI HIT-HY 200 ADHESIVE ANCHORS AND POST be used with continuously threaded rod, Hilti HIT-Z(-R) INSTALLED REINFORCING BAR CONNECTIONS IN anchor rods, Hilti HIS-(R)N internally threaded inserts CONCRETE or deformed steel reinforcing bars as depicted in Figure 1. The Hilti HIT-HY 200 Post-installed Reinforcing Bar 1.0 EVALUATION SCOPE System may only be used with deformed steel reinforcing bars as depicted in Figure 2. The primary components of Compliance with the following codes: the Hilti Adhesive Anchoring and Post-Installed Reinforcing ■ 2015, 2012, 2009 and 2006 International Building Bar Systems, including the Hilti HIT-HY 200 Adhesive, Code®(IBC) HIT-RE-M static mixing nozzle and steel anchoring ■ 2015, 2012, 2009 and 2006 International Residential elements,are shown in Figure 6 of this report. Code®(IRC) The manufacturer's printed Installation instructions ■ 2013 Abu Dhabi International Building Code(AD IBC)t (MPII), as included with each adhesive unit package, are tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced replicated as Figure 9. in this report are the same sections in the ADIBC. 3.2 Materials: Property evaluated: 3.2.1 Hilti HIT-HY 200 Adhesive: Hilti HIT-HY 200 Structural Adhesive is an injectable, two-component hybrid adhesive. 2.0 USES The two components are separated by means of a dual-cylinder foil pack attached to a manifold. The two The Hilti HIT-HY 200 Adhesive Anchoring System and components combine and react when dispensed through Post-Installed Reinforcing Bar System are used to resist a static mixing nozzle attached to the manifold. static, wind and earthquake (Seismic Design Categories A Hilti HIT-HY 200 is available in 11.1-ounce (330 mL) and through F) tension and shear loads in cracked and 16.9-ounce (500 mL) foil packs. The manifold attached to uncracked normal-weight concrete having a specified each foil pack is stamped with the adhesive expiration compressive strength, fa, of 2,500 psi to 8,500 psi date. The shelf life, as indicated by the expiration date, (17.2 MPa to 58.6 MPa) [minimum of 24 MPa is required applies to an unopened foil pack stored in a dry, dark under ADIBC Appendix L, Section 5.1.1]. environment and in accordance with Figure 9. The anchor system complies with anchors as described Hilti HIT-HY 200 Adhesive is available in two options, in Section 1901.3 of the 2015 IBC, Section 1909 of the Hilti HIT-HY 200-A and Hilt! HIT-HY 200-R. Both options 2012 IBC and is an alternative to cast-in-place anchors are subject to the same technical data as set forth in this described in Section 1908 of the 2012 IBC, and Sections report. Hilt!HIT-HY 200-A will have shorter working times 1911 and 1912 of the 2009 and 2006 IBC. The anchor and curing times than Hilti HIT-HY 200-R. The packaging systems may also be used where an engineered design is for each option employs a different color, which helps the submitted in accordance with Section R301.1.3 of the IRC. user distinguish between the two adhesives. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as »ee:_. to nnv finding or other matter in this report,or as to any product covered by the report. Copyright©2016 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 42 ESR-3187 1 Most Widely Accepted and Trusted Page 33 of 42 1 Itkf�ia:-, HILTI HIT-HY 200 FOIL PACK AND MIXING NOZZLE 1 V HILTI DISPENSER J t ' s ANCHORING ELEMENTS HILTI TE-CD OR TE-YD HOLLOW CARBIDE DRILL BIT FIGURE 6-HILTI HIT-HY 200 ANCHORING SYSTEM TABLE 25-DEVELOPMENT LENGTH FOR U.S.CUSTOMARY UNIT REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT OR HILTI HOLLOW CARBIDE BIT"1.4 Bar size DESIGN .0 Criteria Section of r INFORMATION rn Reference Standard #3 #4 #5 #6 #7 #B #9 #10 Nominal reinforcing db ASTM A615/A706 in. 0.375 0.500 0.625 0.750 0.875 1.000 1.125 1.250 bar diameter (mm) (9.5) (12.7) (15.9) (19.1) (22.2 (25.4) (28.6) (31.8) Nominal bar area Ab ASTM A615/A706 in 0.11 0.20 0.31 0.44 0.60 0.79 1.00 1.27 mmZ 71.3 126.7 197.9 285.0 387.9 506.7 644.7 817.3 Development length for fy=60 ksi and f, in. 12.0 14.4 18.0 21.6 31.5 36.0 40.5 45.0 =2,500 psi(normal /d ACI 318-11 12.2.3 weight concrete)3 (mm) (304.8) (365.8) (457.2) (548.6) (800.1) (914.4) (1028.7) (1143) Development length In. 12.0 12.0 14.2 17.1 24.9 28.5 32.0 35.6 for fy=60 ksi and f`= Id ACI 31 B-11 12.2.3 weieightght psi(normal concrete)3 (mm) (304.8) (304.8) (361.4) (433.7) (632.5) (722.9) (612.8) (904.2) For SI:1 inch=25.4 mm,1 Ibf=4.448 N,1 psi=0.006897 MPa. For pound-inch units:1 mm=0.03937 inches,1 N=0.2248 Ibf,1 We=145.0 psi Development lengths valid for static,wind,and earthquake loads(SDC A and B). 2Development lengths in SDC C through F must comply with ACI 318-14 Chapter 18 or ACI 318-11 Chapter 21 and section 4.2.4 of this report.The value of f.used to calculate development lengths shall not exceed 2,500 psi for post-installed reinforcing bar applications in SDCs C,D,E,and F. 3 For sand-lightweight concrete,increase development length by 33%,unless the provisions of ACI 318-14 25.4.2.4 or ACI 318-11 12.2.4(d)are met to permit A>0.75. a Cb+K!r C d =2,5, wi=1.0, K=1.0, w=0.B for dbs#6,1.O for db>#6. b ) 1 `I r S ICC EVALUATION c c SERVICE Most WidetyAccepted and Trusted ICC-ES Evaluation Report ESR-2508 Reissued July 2016 This report is subject to renewal July 2017. www.1cc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION:03 00 00—CONCRETE 3.0 DESCRIPTION Section:03 16 00—Concrete Anchors 3.1 General: DIVISION:05 00 00—METALS The SET-XP Epoxy Adhesive Anchor System is comprised Section:05 05 19—Post-Installed Concrete Anchors of the following components: REPORT HOLDER: • SET-XP epoxy adhesive packaged in cartridges • Adhesive mixing and dispensing equipment SIMPSON STRONG-TIE COMPANY INC. • Equipment for hole cleaning and adhesive injection 5956 WEST LAS POSITAS BOULEVARD PLEASANTON,CALIFORNIA 94588 SET-XP epoxy adhesive is used with continuously (800)999-5099 threaded steel rods or deformed steel reinforcing bars. The www.stronatie.com manufacturer's printed installation instructions (MPII) are included with each adhesive unit package as shown in EVALUATION SUBJECT: Figure 1 of this report. SIMPSON3.2 Materials: ANCHOR STRONG-TIE"S AND EPDXY ADHESIVE 3.2.1 SET-XP Epoxy Adhesive: SET-XP epoxy adhesive ANCHORS FOR CRACKED AND UNCRACKED is an injectable, two-component, 100 percent solids, CONCRETE epoxy-based adhesive mixed as a 1-to-1 volume ratio of 1.0 EVALUATION SCOPE hardener-to-resin. SET-XP is available in 8.5-ounce (251 mL), 22-ounce (650 mL), and 56-ounce (1656 mL) Compliance with the following codes: cartridges. The two components combine and react when dispensed through a static mixing nozzle attached to the ■ 2015, 2012, 2009 and 2006 International Building Code®(IBC) cartridge. The shelf life of SET-XP in unopened cartridges is two years from the date of manufacture when stored at ■ 2015, 2012, 2009 and 2006 International Residential temperatures between 45°F and 90OF (7°C and 32°C) in Code®(I RC) accordance with the MPII. ■ 2013 Abu Dhabi International Building Code(ADIBC)t 3.2.2 Dispensing Equipment: SET-XP epoxy adhesive must be dispensed using Simpson Strong-Tie manual tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced dispensing tools, battery-powered dispensing tools or in this report are the same sections in the ADIBC. pneumatic dispensing tools as listed in Tables 7 and 8 of Property evaluated: this report. Structural 3.2.3 Equipment for Hole Preparation: Hole cleaning equipment consists of hole-cleaning brushes and air 2.0 USES nozzles. Brushes must be Simpson Strong-Tie hole The Simpson Strong-Tie® SET-XP® Epoxy Adhesive cleaning brushes, identified by Simpson Strong-Tie catalog Anchors are used to resist static, wind and earthquake number series ETB. See Tables 7 and 8 in this report, and (Seismic Design Categories A through F) tension and the installation instructions shown in Figure 1,for additional shear loads in cracked and uncracked normal-weight information. Air nozzles must be equipped with an concrete having a specified compressive strength, f of extension capable of reaching the bottom of the drilled 2,500 psi to 8,500 psi(17.2 MPa to 58.6 MPa)(minimum of hole. 24 MPa is required under ADIBC Appendix L, Section 3.2.4 Anchor Materials: 5.1.1]. 3.2.4.1 Threaded Steel Rods: Threaded anchor rods, The anchor complies with anchors as described in having diameters from 3/e inch to 11/4 inch (9.5 mm to Section 1901.3 of the 2015 IBC, Section 1909 of the 2012 31.7 mm), must be carbon steel conforming to ASTM IBC and is an alternative to anchors described in Section F1554, Grade 36, or ASTM A193, Grade B7; or stainless 1908 of the 2012 IBC, and Sections 1911 and 1912 of the steel conforming to ASTM A193, Grade B6, 68, or 138M. 2009 and 2006 IBC. The anchors may also be used where Table 2 in this report provides additional details. Threaded an engineering design is submitted in accordance with bars must be clean, straight and free of indentations or Section R301.1.3 of the IRC. other defects along their lengths. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as i to any funding or other matter in this report,or as to any product covered by the report. Copyright 0 2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 18 ESR-2508 I Most Widely Accepted anu Trusted Page 12 of 18 TABLE 8—INSTALLATION DETAILS FOR REINFORCING BAR ANCHORS Anchor Drill Bit Diameter Diameter''2 Brush Nozzle Dispensing Tool Adhesive Adhesive Tubing Adhesive Piston Plug Part Part Retaining (in) (in) Number Number Part Number Cap Part Number Part Number' Part Number° #3 1/2 ETB6 ARC37-RP25 Not Available #4 5/8 ETB6 ARC50-RP25 PP62-RP10 #5 3/4 ETB6 CDT10,EDT2213, ARC62-RP25 PPFT25 PP75-RP10 #6 7/8 ETB8 EMN22i EDT22 AP, ARC75-RP25 PP87-RP10 #7 1 ET1310 EDT56AP ARC87-RP25 PP100-RP10 #8 11/8 ETB10 ARC100-RP25 PP112-RP10 #10 13/8 ETB12 ARC125-RP25 PP137-RP10 For SI:=1 inch=25.4 mm. 'Rotary Hammer must be used to drill all holes. 2Drill bits must meet the requirements of ANSI B212.15. 3Adhesive Retaining Caps are to be used for horizontal and overhead anchor installations. 4Adhesive Piston Plug and Tubing are an alternative installation technique for horizontal and overhead anchor installations. TABLE 9—CURE SCHEDULE' Y Concrete Temperature Gel Time Cure Time' (IF) (IC) (minutes) (hours) 50 10 75 72 70 21 45 24 90 32 35 24 110 43 20 24 For SI:=1°F=(c x 9/5)+32. 'For water-saturated concrete,the cure times should be doubled. z For installation of anchors in horizontal or upwardly inclined orientations the following temperature restrictions at the time of installation apply: 50°F minimum temperature for concrete, anchor element and adhesive, 100°F maximum temperature for concrete and anchor element and 90°F maximum temperature for adhesive. ESR-2508 I Most Widely Accepted a, ., Trusted Page 14 of 18 m Filling the Hole-Horizontal and Overhead Anchorage with Adhesive Retalning Caps Fi.y.,l..Il c!�:1i^l.hl '�LJtl�'.ePel alrYi fhrmdarlradorrcabar Itnaadedrndoaiebai 1.ImOell 9.RL 3.Insert. A.Do Ilot JlstutU ' -.t..l.:.nl .:f..•11 r1.I•.r1:.• .t l;".', l !o"n r .,II 6 r':s rl��'.I.I_ri i<�ri•,+(1 11 419'w .:N:...../ r I• .YRaJr.mut.rQ:.+O r.ln..., !oa.1.,I...-.! . 0'ar,rnr:Cqu1C'o e1•lbpdm.m. pfn), awma LMI%tt-pJt6d its OJ4 1..40Ml rgr1p 11• pi•;4•.'+ •:.Ilnt..N,�;.-: .0•, 7da ih=io,'o' n.etlalsd•Iab/4Nlba•MP K• THn.. -7(-: rwy hl, onlaal Ilw bolt,., 'I!"-¢1e 11-16w ,i •.lnLatMOB wpr/♦Mq�.l a nu 11 h„r.i UV�;- �nrwnrn 4..ry1Nw uM......4 to 11^Nair' the and or 3,,C,IF•C'"Jn'of the ld J o7o,t61Var.t MAh:d-1 Note:Rbl-.19 T.Ijlir',: . 1-rtlrr!:r, In..co-n� .,1. a. :,s,lt-mob!,•C Inr la�.ul,.!!mA.lgr:,!1 ur%y,a I,losl..,!I ru... IF'F`�5)!n,y ru•!!t alyd��.! ..-,i'1„N�, ® Filling the Hole-Horizontal and Overhead Anchorage with Piston Plug System, w3�ary tr.z r:Is�e!"Nrio r ryF 3�daLvi' Stop 4: rn.e9 wv I.M. IY V+L,11;o.' Stop t: an.r a.•r-,t,.,l.gan - Yr y plrt?61 room to U(144 a Step 2 V¢f . Iraal I tl trai aV r 111a ill rla9 r,4�in1 t'—V: ,;i1�116 • �a ttl+•J W 4 r w.tt. or 11411 ILv 7.1 na hxtlq ♦ r 0 step 6: ..tl+r.H,r1Va•M.:a• - �m� • F9�n701pa TICi171 .rY • ^'N'SiIYL+fItl•JC '.; , w roo o,f co3 Ir,c,1']r, QW 11t1 •�Je:la,rc•aUwa• _ :. t4tl15r�' i•• Ire'jr'j wcral;�rlr�, IXOStrdOOW-It3Vga t c&ai,ird.�b! �• Ills foJ%.4C,31'fT3lF:i'6 -� �'� n14i U7 rdlcll27 unle 1L5 r;,eli cl,tt�rn�a�.t Stop 3. rn.t r arr�lnr a ti!r',v �- tlldicr6nenl !-,! <J F"4Vfl11ia� 1 • Note:.i:-.A;I r„5 _6:i :r�.l:,,iil.-.liS-J 1.ii,!Iu. J.Nd,Jy,1--1 J�I��1r9y'.:.v to l:,l�k fs vsvil o,Cxev„rdu,y all V.v= :,�,�I 1,.,•.,it.J h, m,V>4*ir<q•L 9!nl Illy Note:k.fE'IG IMWy-_ .,Iris-e ._kl hn i3:3r.I._.I _,--1 iael=c",.i n,�.-„rn_n 1, FIGURE 1—INSTALLATION DETAILS(CONTINUED) ESR-2508 I Most Widely Accepted ana trusted Page 16 of 18 1,040 lb Determine it a single'h°diameter AST A193 Grade B7 anchor rod in 440 lb SET-XP'"epoxy adhesive with a minimum 41/;embedment(het=41h') } installed P/W irom the edge of a 12'deep spandrel beam is adequate for a strength level tension load of 1.040lb.for wind and a reversible strength 414 level shear load of 440 lb,for wind The anchor will be in the tension zone, 1 / away from other anchors In f'c=3,000 psi normal-weight concrete(dry) Continuous Inspection will be provided. 1y'— Note:Rebar not Li shown for clarity �CALCULATIONS AND DISCUSSION REFERENCE CALCULATIONS AND DISCUSSION REFFHENCE 1 Determine the Factored Tenslon and 4.Concrete breakout capacity Shear Design Loads: AC1318,9.2 1 under tension loading: D.5.2 N,w=1.0W=10 x 1,040=1,040 lb ONcb a Nua Table DA,1.1 V,a=1.OW=1.0 x 440=440 lb A Nc6= rA 2ed,N''c.N4'cP,NNb Eq(D3) ANco 2 Design Considerations: D.4.1.1 where: This is a combined tension&shear interaction No=kc la4f'oher" Eq(D-6) problem where values for bolh ONeand O V need substituting: to be determined,ON is the lesser of the design tension strength controlled by:steel(ONsa). ONcb=0 A*Ted,N'yc.N'1'cp,N kcAa`I)chel` concrete breakout(ONcb),or adhesive(ON.). 0Vn is the lesser of the design shear strength controlled by:steel(OVsa),concrete breakout where: (0Vcb),or pryout(0Vep) kc=kn=17 Table 4 (Anchor is installed in a tension zone,therefore, 3 Steel capacity under tension loading 05.1 cracking is assumed at service loads) ON.>_N. Table D 4 i i ).a=A=1.0(Normal-weight concrete) 6.6.1&0.3.6 Nsa=17,750lb Tablet 'I'cp.N=1.0 D.5.2.7 0=0.75 Tablet wed,N=0.7+0.3'1 whenca,a,,,, 1-5 her Eq(0-10) Calculating for ONse: by observation.tarn,,<1.5her ON,,=0.75 x 17.750=13.313 lb.>1,040 lb.—OK 'I'ed,N=0,7+03--175 =078 1.511.51 'I'c,N=1.0 0.5.2.6 (assuming cracking at service loads) 0=0.65 for Condition 6 Table 4 (no supplementary reinforcement provided) Atk�=9hel' Eq.(0-5) =9(4.5)' =182.25 In., Aec=(cal+1.5he1)(2 x 1.5hei) Fig.RD.5.2.1(a) _(1.75+1.5(4.5))(2 x 15(4.5)) =114,75 in.' AM 11475 =0.63 Ak 182 25 Calculating for Mob: ONcb=0.65x0.63x1.0x0-78xIx17xIx 42,560 x(4.5)'5=2,592lb.>1.0401b—OK FIGURE 2—EXAMPLE CALCULATION 6 I 5 I 4 3 2 1 GENERAL NOTES: ATM IDS TMPATM22585 I. CON5TRUGTION SHALL CONFORM TO THE CODE INDICATED ON THIS SHEET. 2. NOT FOR HUMAN OCCUPANCY.KIOSK DOORS INTENDED FOR EQUIPMENT DESIGN C.R I TER I A MAINTENANCE ONLY 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS,PROPERTY THIS ATM ENCLOSURE, ANCHORAGE AND FOUNDATION ARE DESIGNED TO MEET THE D LINES,ETC. ON THE JOB. FOLLOWING CRITERIA BASED ON THE LISTED LOCATION: D 4. THESE PLANS ARE INCOMPLETE WITHOUT THE SETUP INSTRUCTIONS. LOCATION: ARLINGTON SET UP IN5TRIZTIONS ARE LOCATED IN THE K105K HARDWARE PACK 4010 112ND ST. INSIDE THE KIOSK. AR-INGTON WA g8223 5. SEE NOTES ON FOUNDATION SHEET FOR SPECIFICATIONS, BUILDING CODE 2012 IBC 4 WA5HINGTON STATE AMENDMENTS ROOF LIVE LOAD 20 PSF , NGHOR NOTES ROOF SNOW LOAD 20 P5F WIND SPEED I. EXFANBIOWADHE51VE ANCHORS SHALL BE INSTALLED IN ACCORDANCE vULT 110 MPH WITH THE MANUFACTURER'S RECOMMENDATION OR IGG REPORT. V,Sa 85 MPH 2. PERIODIC SPECIAL INSPECTION IS REQUIRED. VERIFICATION OF THE FOLLOWING 15 REQUIRED DURING SPECIAL INSPECTION: WIND EXPOSURE C A. ANCHOR TYPE AND DIMENSIONS. SEISMIC B. CONCRETE TYPE AND COMPRESSIVE STRENGTH. Sm T71 G. HOLE DIMENSIONS AND HOLE GLEANING PROCEDURES. SM .445 D. ANCHOR SPACIN6,EDGE DISTANCES, CONCRETE THICKPE55, ANCHOR 51TE CLASS D EMBEDMENT DEPTH,AND TIGHTENING TORQUE. SEISMIC DESIGN CATEGORY D C C E. COMPLIANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 501L BEARING PRE55URE MINIMUM REQUIRED PER TABLE 180b2 3. WHEN IN5TALLIN6 DRILLED IN ANCHORS IN EXISTING CONCRETE AVOID FROST DEPTH 2OI2 IBC SECTION IWA3 EXCEPTION WHERE APPLICABLE GUTTING OR DAMAGING EXISTING REINFORCING BARS, ANY RE-U5E OF THESE PRANING5 FOR LOCATIONS OTHER THAN THE INDICATED 4. ANCHOR USED WITH ADHESIVES MUST BE ZING COATED, FULLY THREADED LOCATION, 15 PROHIBITED UNLE55 REVIEWED AND DEEMED SUITABLE BY A ROD CONFORMING TO A5TM F1554, A56 OR A5TM AIg3 GRADE BT 51ZE RE615TERED PROFE55IONAL ENGINEER. AS INDICATED IN THESE DRAWINGS. 5. ANCHORS INDICATED HEREIN SHALL BE ONE OF THE FOLLOWING OPTIONS: EXPANSION (3/41I(P) POINT 2 JOB No.0516-06-1 MFR. BOLT IGG ES INSTALLATION p: POINT 2 REPORT TORQUE sTRucm&oasms,NC. HILTI KWIK BOLT TZ lal7 110 PT-LB5 SAC a701 s NTO, A.INIESS OR 95 20 'r BACRAMENTO,CA.B6B20 O 200 (018)d62-8212(FAX) 51MP50N STRONG 5OLT-2 5051 150 F•T-L55 ^A5HING70N B B REDHEAD TRUBOLT + 2421 110 FT-LBS Z 016 POWER5TUD+ Ni Pb POWERS 5D2 2502 110 F7-LB5 r,�p vl P. ADHESIVE (5/4"(P ROD) MAXIMUM „ r;ip FR REPORT M PRODUCT NAME IGG R TIGHTENING C aa2ys ����111��� TORQUE HILTI HIT-HY200 3I8'7 100 FT-1-55 00, ARLINGTON SIMPSON SET-XP 2508 45 FT-LBS Received 401 112ND ST g8223 A G S I 5 1� 12 POWERS PE 1000+ 2583 q0 I=T-LB5 q JUN 15 2016 COIV1PANIONn_t�� 1O5� eu f 2 -3WNORTH_x RTHU34 ewLT MKF.73 e4os4 ,/ � f's FAX�(a00 2W�9E.4I 7HH#q!E 1(B7F)781-8UE [e ���D 05/26/2016 !/L P COVER SHEET �° 3912 1 OF 7 TIE NFORMATION CONTANED N TM DRAWM IS TIE SOLE PROPERTY OF COMPANION SYSTEMS. ANY REPRODUCTION N PART OR WHOLE WfTHmu TIE WRITTEN PEWSSM OF COMPANION SYSTEMS IS PROHEIITED. 6 5 4 3 2 I 1 6 5 4 3 2 1 OF ATM ATM ID- TMPATM22585 D D KIOSK 0 ATM HIGH OPERATING POINT SHALL BE REFERENCED FROM WALKING SURFACE FLUSH AT HIGH END GRADE IN FRONT OF KIOSK RECOMMENDED. SITE 4 LEVEL SURFACE SEE �( MAY VARY SHEET b FOR SIZE C - — C "_ — SLOPED SITE HARDSGAPE 43" FRONT ELEVATION CONDITION ® SLOPED SITE I POINT 2 JOB No.GSI6-�o c�v POINT 2 . STRUCTURAL E MEMS,INC. 3701BUSWESS DR SURE 100 BACRAMENTO,CA.B6B20 (B1B1-462-8200 _ 42 1/2" (918)-462-0212(FAX) B d NO B 1— vV��f wasjl�y�J' �.AU244 �N ARLINGTON NOTE: FACE OF 4010 112ND 5T KIOSK FLUSH ARLINGTON, WA 98223 A WITH EDGE OP A IIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIII FOUNDATION IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CO M PA N!O N • .. - •_J W WEST 200 RMTH-NWW GILT LAW,UTAH 81001 d•r , .r, .d.. �.M • - d n. • • -- FAX (609 2Y1-7697 TE7-H'11CfE I(BT1)790-9110 .. • ,d.- •. d •• d. VALE . •d . d• .:0` •d. 05/26/2016 3�13/4" 43° -- OVERALL DIMENSIONS 3912 2OF7 THE INFORMATION CONTAINED N THS DRAWNO IS THE SOLE PROPERTY OF COMPAWW SYSTEMS. ANY R ODUCMON N PART OR WHOLE Wnmur THE WRITTEN PEAMSSION OF COMPANION SYSTEMS IS PROI®RID. 6 5 4 3 2 I 1 6 5 4 3 2 1 ATM ID1 TMPATM22585 D D WELDED ALUMINUM WELDED ALUMINUM CANOPY CUBE A55EMBLY WITH ACRYLIC SIGNAGE BOX AND LED LIGHT ASSEMBLY ALUMINUM BACK PANEL WITH SLOTTED VENTING ALUMINUM APPROACH PANEL AND SLOTTED VENTING C ALUMINUM FRONT PANEL C WITH ACRYLIC SIGNAGE AND LED LIGHT ASSEMBLY POINT 2 JOB No.0516-00 ' IIIIIIIIII I IIIIIIIIIII ' o POINT 2 IIIIIIIII IIIIIIIIIIIIII STRUCTLF&ENGIrESS,NO. IIIIIIIIIIIIIIII Illllllllllpllllgp SA Bu N 81NE DR A.95820 ALUMINUM DEPARTURE PANEL ♦ B161-452-820 CA.86820 q® e WITH SLOTTED VENTING (816)-462-8212(FAX) WELDED STEELr STRUCTURAL FRAME — WITH STORAGE BOX S. tot P. N n TOE KICK ��ti'a�• f;^O ATM .� .d 40293 ARLINGTON 4010 PITST ARLIN, ARLINGTO AN,WA g6223 A CONCRETE FOUNDATION SEE SHEET 6 C®M PA N I O N A E46 gEBT 200 NUlR1•/prtR1 8AL7 LAM UfAH 840M FAX 0(000 2%-3W THHf#4 0"790-9ME 05/26/2016 EXPLODED VIEW 3912 3 OF 7 T-E NFORMATION CONTANED N THS DRAWNG M TFE SOLE PROPERTY OF COM'ANON SYSTEMS. ANY REPRODUCTION IN PART OR WHOLE WITHOUT TFE WRITTEN M"SSION OF COMPANON SYSTEMS IS PROMBfTED. 6 5 4 3 2 1 ' 6 5 4 ,, 3 1 2 1 1 ATM ID- TMPATM22585 CUBE FLANGE 0 CUBE BASE 0q0 THICK U \- CUBE BASE CUBE STRUCTURE G RAFTER F B DETAIL E ALUMINUM CANOPY CUBE FLANGE RAFTER a� CUBE BASE D H55 2x2x1/5 STUB P05T CANOPY SECTION A C CANOPY EXPLODED VIEW RAFTER C 3/5" THICK B CANOPY F DETAIL MOUNTING PLATE (5) .450 HOLE5 IN MOUNTING PLATE 1'-7 I/2" POINT 2 JOB No.G516-06I FOR CONNECTION m TO FRAME 10 POINT 2 STRUCTURAL BIWEERS,INC. 8701 BUSINESS DR SURE 100 SACRAMENTO,CA.88820 IB181-482-8200 CANOPY RAFTER 18181-462-8212(FAX) B B SECTION m �ti�.txy�l.1�l�d' 4019i I+� 1G?. m cy0 0 c c ARLINGTON -ry 4010 1'I2NO 5T ARLINGTON,WA 15223 A gACOMPANION BIB WEST 200 NORTH.NORTH B&T�Orµ B40B4 FAX 0 WO 204-OW TEU34*E•WM 738-3440 3'-6 1/2" I 3'-7" 11 1 1/2" -- � - 05/26/2016 D EDGE V 3912 IEW PLAN VIEW FROM BELOW LOOKING UP CANOPY K 4 OF 7 THE INFORMATION CONTANED N THIS DRAWNG IS THE SOLE PROPERTY OF COMPANION SYSTEMS. ANY REPRODUCTION N PART OR WHOLE WITHOUT TFE WRITTEN PERMISSION OF COMI'ANION SYSTEMS IS PROHB=. 6 5 4 3 2 1 6 5 4 3 2 I 1 ATM IDS TMPATM22585 34 1/2" _ _ 4.211 ( THICK CANOPY MOUNTING PLATE I 304 BOLT TYP 0 H55 BEYOND o I 1/4" FORMED ANGLE LT�L _) (4 PLACES) HSS Ixlx 0 HSS Ixlx3/I SECTION B-B b SCALE NITS (TYPICAL FOR 2) C C ° FRAME TOP SX .450 FOR 5/b"-Ibxl 1/2" HHCS q0 lb" . GRADE 5 BOLTS TO MOUNTING PLATE I 0 O 0 HSS 2x2x l/5 - POINT 2 JOB No.0516-061 (TYPICAL FOR 5) POINT 2 STRUCTURAL eNaNEERs,PC. N 3701 BUSINESS DR SUITE 100 SACRAMENTO,CA.96820 1016 1B1S1-462-5200 1910F462-8212(FAX) � B B o H5S 2x2x5/I(6 P05T B (TYPICAL FOR 4) ° 4AY 3 ' 2915 1/2" THICK ATM ° ANCHORING PLATE 44 FRAME TO CANOPY CONNECTION DETAIL �� �4029 or NOTE: a 3/8" A-36 1. MATERIAL: STEEL ( A-56 PLATE STEEL AND A500 ARLINGTON PLATE ALL GRADE B STEEL TUBING) 4010 112NO 57 c o GUSSETS 2. ALL STEEL TUBING GETS 1/4'' FILLET WELD ALL ARLINGTON,KA 15225 A AROUND,ALONG ANY CONNECTING EDGE. A o e 3. ALL PLATE 5TEEL PAR75 GET A 1/4" BEAD STITCH CO M P�N I®N WELDED ( 1-4 ) ALONG ANY GONNEGTING EDGE. SO wear zoo"CR711-WRM 8&T LAM urM MW4 FAx.(BcrO aw-awe TaEacre.tam use:wse I/2" THICK A-36— 4. FINISH: IRON PHOSPHATE WASH on BASE PLATE POWDER GOAT - SKY WHITE 05/26/2016 FRAME CONNECTION 3912 "�� 50F7 THE INFORMATION CONTAINED INING THIS DRAW IS TM SOLE PROPERTY OF COMPANION SYSTEMS. ANY REPRODUCTION INM9S PART OR WHOLE WITHOUT THE WRITTEN PERSION OF COMPANION SYSTEMS IS PROHIBITED. _` 6 5 4 3 2 1 6 5 4 3 1 2 1 1 FOUNDATION DESIGNED FOR 120 MPH MAX WIND SPEED I ATM IDS TMPATM22585 NOTES: I. FOUNDATION 15 BASED UPON A SAFE VERTICAL BEARING PRE55URE OF 1500 PSF AND A SAFE LATERAL BEARING PRESSURE OF 100 P57- PER FOOT OF DEPTH. 501L D 42 1/2" REPORT NOT FURNISHED. COMPETENT BEARING 501L SHOULD BE VERIFIED PRIOR TO PLACEMENT OF CONCRETE. DO NOT PLACE FOUNDATION IN FILL. D I/4" loll 5" 5" loll fo 1/4" 2' CONDUIT FROM FROM 2. CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2" CONDUIT FROM 1 3/4" OF lo 13/4" TELGO ROOM TO BLOCK 2500 P51 IN 28 DAYS AND PROPORTIONED PER CHAPTER 5,AV 515. SOURCE FOR ATM 105K BACK OUT FOR DATA/COMM5 3. STEEL REINFORCING BARS SHALL CONFORM TO A57M 615 GRADE 60. WELDING OF FTG REINFORCING BARS 15 PROHIBITED. OUTLINE OF KIOSK 4. EXCAVATION5 SHALL BE GLEANED OF ALL DEBRIS. STANDING WATER SHALL BE " REMOVED. - - - - - 5. TH15 ENCLOSURE FOUNDATION SHALL BE LOCATED A MINIMUM OF V-O" FROM ANY 0 0 0 _ EXISTING STRUCTURE FOUNDATION, AND 12'-O" MINIMUM FROM ANY PROPERTY LINE. 1-141 o O FOR OL05ER CONDITIONS NOTIFY COMPANION 5Y5TEM5. 6. TOP OF CONCRETE MUST BE FLAT, WHICH MEANS NO HIGH OR LOW AREAS WITH MORE THAN 1/5" DIFFERENCE BETWEEN EDGE5 (Fr = 50) AND LEVEL, WHICH MEANS NO MORE 5LOPE THAN I/8" IN 10'-0" (Fl. = 35) PRIOR TO PLACEMENT OF KIOSK. � I �'---___--- I 1. CONCRETE COVERAGE FOR CONCRETE DEPOSITED DIRECTLY AGAINST GROUND 2" CONDUIT FROM ° 0 a� (EXCEPT SLABS) ....3" a 8. REINFORCING SHALL BE ONE PIECE CONTINUOUS WITHOUT SPLICES. SOURCE FOR C SURROUND � I O - q. SEE SHEET 2 FOR CONDITIONS AT A SLOPED SITE. n LIGHTING 15/8" BLOGKO C ill 3x6 STUB UP o NOTE: n OPENING <r CONTRACTOR 5HALL COORDINATE WITH ATM EDGE OF FRAME r VENDOR SPECIFICATIONS FOR ELECTRICAL BA5EPLATE I 57UB-UP REQUIREMENTS IN BLOCKOUT I t1v OUTLINE OF K105K -/ 18 3/4" 8" 2 3/4" FRAME BASE PLZA — POINT 2 JOB No.G516-06 i 48 FRONT " (10) 5/4"0 ANCHOR STTOi1NT��S,INC. TYP, UNO. EMBED $701 BUSNESS OR SURE 100 PLAN =4 3/4" TYP ♦ SACRAM-8200 CA.B6B20 IB181-462-8200 SCONTINUE OR 181BF462-82121FAX1 B ELOCATE STEEL B T BLOGKOUT #5 ® 8" EWI OPEN CONDUIT vFROM BLOCK-OU - TOP AND BOTTOM TO STUB UP W/ __ F.G. n �a�" g^ PULL WIRE FOR . , a � n ,a �s .� .,^• J . �..` 2� DATA/GOMMS °. __ i .__ -_- I - i z - b i ii I ARLINGroN 4010 112ND 5T i ARLINGTON, WA 18223 NOTES: A m SECTION I. SEE SHEET I %, COMPANION A FOR TYPICAL NOTES. TYPICAL FOUNDATION FAX 294-O ' RWHO"`T""�"'"""'°°` FAX•1l00 2W06J! iHHN01E 0 16I71 730-sME ow.e. 05/26/2016 FOUNDATION 3912 6 OF 7 THE NFORMATION CONTANED N THIS DRAWING IS THE SOLE PROPERTY OF COMPANION SYSTEMS. ANY REPRODUCTION N PART OR WHOLE WrrHOUT THE WRMI-EN PEAMSSION OF COMPANION SYSTEMS IS PROH EIr ED. 6 5 4 3 2 1 6 5 4 , 3 2 1 ATM IDS TMPATM22585 D _ D GFGI DUPLEX OUTLET DIGITAL TIMER i 1 - 0 0 o LED TRANSFORMER m ° 120V 12-2 MG GABLE WITH GROUND INTO K105K 8' C ® 120V SJO CORD 6' FEET FEET LONG C LONG TO CANOPY LIGHTS FRONT VIEW ISOMETRIC VIEW NEUTRAL NEUTRAL CIRCUIT 1 — 30 AMP 120 VOLT CIRCUIT 2 — 20 AMP 120 VOLT GROUND GROUND 0 Lu L �-- CDT LL NOTES: W ~ I — ACCESS TO K105K SHOULD BE FROM BELOW GROUND LEVEL OR FROM EXISTING OVERHEAD. B 2 — ALL CIRCUITS CONSIST OF 1/2 Inch METAL CONDUIT PREWIRED WITH TWO #12 THHN �, lu I B CONDUCTORS AND ONE #12 THHN GROUND. —1 0) 3 — NEC AND LOCAL BUILDING CODES MUST BE FOLLOWED FOR POWER INSTALLATION. z 4 — ELECTRICAL CONNECTION IS MADE TO THE MAIN DISCONNECT AT THE SITE. ATM LED SIGN �� rrII ELECTRICAL LOAD CALCULATIONS /LG�D L GHTING - / � CIRCUIT# DESCRIPTION CALCULATED LOADS & CIRCUIT BREAKER SIZE kVA WIRE SIZE SIGN LIGHTS REQUIREMENTS ARLINGTON 4010 172ND ST DEDICATED ATM CIRCUIT 1 (CONNECTED DIRECT TO ATM) 16A-2 WIRE 120V 30 A 2.88 10AWG ARLIN6TON, WA g8223 A 2 (1) GFCI DUPLEX COMPANION A L.E.D. SIGN LIGHTING 4.33A-2 WIRE 120V 20 A 0.85 12AWG ,,,, �,,,,�,,,_Wffm R&T Lmm urm B4m CANOPY DOWNLIGHTING FM6(B"2HG GW MAPHOE�tam739.6"e "'� 05/26/2016 TOTAL kVA 3.73 ELECTRICAL 3912 7 OF 7 THE NFORMATION CONTANED N THIS DRAWM IS THE SOLE PROPERTY OF COMPANON SYSTEMS. ANY REPRODUCTION N PART OR WHOLE VMOUT THE WRITTEN PENASSM OF OObPANON SYSTEMS IS PROWMD. 6 5 4 3 2 1 Permit#: 1055 Permit Date: 06/17/16 Permit Type: COMMERCIAL ADDITION Project Name: Wells Fargo ATM Applicant Name: CIM Group Inc Applicant Address: 960 E Discovery Lane Applicant, City, State, Zip: Anaheim, CA 92801 Contact: Andrea Rios Phone: 714-956-2827 Email: arios@cimgroupinc.com Scope of Work: New fee-standing ATM in existing planter area Valuation: 14500.00 Square Feet: 23 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 07/11/2016 Permit Expires: 01/11/2017 Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning CFT 910 Undeveloped 00930300000302 4008 172ND STREET NE DEVELOPMENTS (Vacant)Land LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License CIM Group Inc. Andrea Rios 714-956-2827 960 E Discovery CONSTRUCTION Lane CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/27/2016 C20.BUILDING ATM Facility BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 06/21/2016 Misc Ok to issue with redlines. z.Christopher Young Fees Fee Description Notes Amount Building Permit Table 4-1 Valuation=15K $347.89 Building Plan Review Table 4-2 $226.13 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $578.52 Attached Letters Date Letter Description 06/30/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 08/05/2016 Loins Neeb 60740796 cc $578.52 Outstanding Balance $0.00 Notes Date Note Created By: 06/30/2016 Waiting for CIM Group Out of City License application.KF Kristin Foster 06/17/2016 Waiting for page 8 and 9 of the application and pdf of plans.Emailed Andrea.KF Kristin Foster Uploaded Files Date File Name 08/05/2016 1773091-1055 Issued Permit.pdf 06/21/2016 1688190-1055 Plans.pdf 06/21/2016 1688130-1055 Application.pdf Date: 04/02/2026 Permit#: 1055 Permit Date: 06/17/2016 Review Date: 06/21/2016 Permit Type: COMMERCIAL ADDITION Review Type: Misc Target Date: 06/28/2016 Scheduled Time: 00:00 Completed Date: 06/27/2016 Description: Ok to issue with redlines. 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