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Home My WebLink About17306 SMOKEY POINT DR_BLD201000104_2026 BUILDING INSPECTION REPORT GtVY p� Permit No. Address: 9.ptrNG�0 Contractor: - Owner: R/7' Date: - . APPROVAL ® PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before l Inspector: Date: 21 /D ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in Final ® Masonry ® Drainage ® Insulation Other: ��L •t �'• _.' _`. is :sue,=• Z A 7,4 7 1 A.. i ':�s��altil•v 'fl a�fi�`t"�. t iiJ�::, . a: .�•"} � .fit"�. .�l'�1•�• t 'i BUILDING INSPECTION REPORT G,i Y ,� Permit No. /_�_ �� Address: �- 6�2 Contractor: IG�C/-�7NG•t� Owner: ! _�/ Date: �?/Zd1/D ff'APPROVAL PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in Final ® Masonry ® Drainage ® Insulation l61 Other: 5-1" CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20100104 BUILDING Project Address: 17306 SMOKEY POINT DR# 14A, ARLINGTON Parcel No: 00645300000700 PROPERTY OWNER APPLICANT / , , 1 , RH SMOKEY POINT SHOPPING CENTER SIGNS PLUS SIGNS PLUS ACCOC LLC 1330 N FOREST ST 1330 N FOREST ST PO BOX 5003 BELLINGHAM,WA 98225- BELLINGHAM,WA 98225- BELLEVUE,WA 98009- Phone:( ) - Ext. Phone:(360)671-7165 Ext. LICENSE#:SIGNSPI954LW EXP-6/16/2011 Email: Email:mike i s lusnw.com PLUMBING1 1R MECHANICAL CONTRACTOR Liao: Lic#: Ex : JOB DESCRIPTION Sign Installation VALUATION: $8,000 PERMIT TYPE:Commercial PERMIT GROUP:Sign NUMBER OF STORIES:0 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP. CODE:2006 OCCUPANT LOAD: EXISTINGAREA PROPOSED AREA BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 1 BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONTSETBACK SIDEiREARSETBACK REQUIRED: PROPOSED: RE UIRED: PROPOSED: RE MIRED: PROPOSED: HEIGHT ALLOWED:0 PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: 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 A RMCC U Il SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. gnature Print Name Date Relea a By / D ATTENTION / 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,UBC109/IBC110/IRC110. ARCHIVE APPLICANT ASSESSOR OTHER BLD20100104 CONDITIONS • None PERMIT FEES Fee Amount Paid Balance Due 8/4/2010 C-Sign Permit Fee(QTY: 1.00) $189.50 $0.00 $189.50 8/4/2010 C-State Building Code Surcharge(QTY: 1.00) $4.50 $0.00 $4.50 Total Due: $194.00 $0.00 $194.00 INSPECTIONS THIS PERMIT AUTHORIZES 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. CALL 1 ' INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None Print Form SIGN PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3551 • FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, THREE(3)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address: 17306 Smokey Point Boulevard Suite #14A Parcel ID#: 00645300000801 Lot#: Subdivision: Valuation:$8000.00 RH SMOKEY POINT SHOPPING CTR ASSOC LLC Owner: Phone Number: Address: PO BOX 5003 City:BELLEVUE State: WA zip Code:98009 Contractor: Signs Plus Phone Number: 360-671-7165 Cell Phone: Fax: 360-671-0144 E-mail: mike@signsplusnw.com Address: 1330 N. Forest Street city:Bellingham State: WA zip Code:98225 Contractor's License Number: SIGNSP1954LW Expiration: 6/16/2011 Cu0_— :T0,.AJ_ -rL.. C) SAGNS COtya rf_''Jv i-/Ot.ia f Ad J WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall height 19 F 14 R Wall length 24 Total street frontage in feet Area of wall 456 SF FRONT/336 SF REAR Height of proposed sign Sign length 191-611 Sign height 21-6" Width of proposed sign Total sign area 48.75 SF PER SIGN Total sign print area First floor sq.ft. 2000 Total sign structure area First floor sq. ft.X .025= 50 Is there other wall signage on the building? No 0 Yes ® If yes, provide location and sq.ft. of each sign. I hereby certify that the above info ati n is correct and that the construction on, and the occupancy and the use of the above-desc-ibed o rty ill be in accordance with the laws, rules and regulations of the State of Washington. .Jul 30, 2010 pplicants Si9fiature Date Mike Linebrink/Signs PI Print Applicants Name RECEIVED FOR STAFF USE ONLY COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—126 Page 1 of 1 8/08 sb I I 5,Nana I 24'-0 " finnewin THE IDEA COMPANY x \ 1330 N. Forest Street Bellingham,WA 98225 m" j• 1 �.0 �` / ' _ - f PHONE: 360.671.7165 Lakewooda Srnokey Polnt / r; •p - r " FAX: 360.671.0144 p J MIA NATIONAL: 1.877.298.4761 i' EMAIL: sales@signspl usnw.com /,• EXISTING SIGN WEB SITE: www.signsplusnw.com FOR SUITE 13 a � �,,, s,lmson a a�a /• '� I DESIGNED EXCLUSIVELY FOR: crossing oe j' L Reservation PLACE PROPOSED 0 SUNRISE DENTAL VICINITY MAP /' NEW SIGN#1 HERE MILE PLACE 72 17306 SMOKEY POINT BLVD #14A j'/• ��, NEW SIGN#1 HERE ARLINGTON, WA 98223 �lG , i3 oe• LE I CLIENT: 6'. :/ PLACE PROPOSED SUNRISE DENTAL i FOLDER NAME: •/ NEW SIGN#2 HERE SHARED\PROJECTS\SUNRISE DENTAL\ •% ,� �' - '� EXISTING SIGN _ ARLINGTON\CDR\PERMIT DRAWING.CDR FOR SUITE 14B ` - WEST ELEVATION DATE: RECEIVED 7/30/2010 n`V G Y E� % ? �' i %• SCALE: FLATBAR MOUNTING STRAP • i'' �JyP� !• - PROPOSED_ /— AS NOTED AUG 0 2 2010 JOB SITE I - �� CQ' �- a� /•• 4"X 1/4" FLATBAR NEW SIGN#1 ATTACH FLATBAR MOUNTING SALES EXECUTIVE: A• �O '� !� SUNRISE DENTAL r _ STRAP TO EXISTING WOOD °AF\. c��NJ�C� ` 17306 SMOKEY PT BLVD MOUNTING STRAP i<, JIM SUTTERFIELD ,P � � Q,,g. � FRAME FACADE STRUCTURE DESIGNER: CAA PERMIT CE R '1�• . �,oQ SUITE#14A DETAIL b WITH'/V LAG BOLTS (3 REQ'D) y ��F�• /.•��a Q PARCEL# (SCALE= 1:32) Q T- MIKE LINEBRINK ®I c� ( 00645300000801 ATTACH SIGN TO FLATBAR FINAL 'AS •� PLACE PROPOSED 1 b MOUNTING STRAP WITH �' .• NEW SIGN 2 HERE 5/8" HOLES o , � SITE MAP (6 REQ'D) /z'BOLT&NUT(3 REQ'D) SALES Fs •�. %• r �, ,' DATE <- SCALE: 1"=40' EXISTING WOOD FRAME •ze�• � FACADE STRUCTURE PRODUCTION 19'-6 EAST ELEVATION ATTACHMENT DETAIL SCALE= 1:32 DATE 91-01, J 4"X 1/4" FLATBAR REVISION DATE MOUNTING STRAPS -, A(THREE REQUIRED) 0'-101, ATTACH SIGN TO EXISTING I REVISION DATE CORRUGATED STEEL WALL WITH B-LINE STRAIGHT REVISION -'DnTe B-22 UNISTRUT ANDY2" IrA THRU BOLT&NUTS REVISION DATE IL (TWO REQUIRED) N 11 �� JOB COMPONENT PROJECTED _ EXISTING CORRUGATED HOURS_ - _ _ _ _ STEEL WALL � i � j i _ STRUCTURE 0 FRONT VIEW ! I END VIEW PROPOSED NEW SIGN#2 (SHOWN WITH MOUNTING STRAPS WEST ELEVATION ATTACHMENT DETAIL CABINET FABRICATION o FOR EAST ELEVATION ATTACHMENT) SCALE= 1:32 LETTER FABRICATION 0 PAINTING 0 BALLAST NI ! (BOTH SIDES) WIRING&ASSEMBLY 0 S U I SE R , ENTAL 1 FACE S/ 0 COMMERCIAL FABRICATION COLOR VIEW TRANSLUCENT FLUORESCENT JOB # 95254 SPECIFICATIONS: ®LIGHT EURO BLUE TUBE LIGHTING ELECTRICAL THE COLORS SHOWN IN THIS DESIGN ARE ONLY A HO 800 MA DISCONNECT REPRESENTATION OF THE ACTUAL COLORS TO BE USED. SIGN#1 & #2 DETAIL WITCH THIS ARTWORKISTHIEPROPERTYOFSIGNPLUS MID IS PP.OTECTED!.Nn_ RTATF ANn FEDERp L Cppy RIG HT LAWS. -2'-6"X 19'-6" PAINTED TO MATCH SUNRISE DENTAL BLUE. SCALE= 1:32 ANY USES OFTHISARTWORKOTHERTHANDIRECTB<lSiNESS " TRANSLUCENT ( ) WITH SIGNS PLUS WITHOUT WRITTEN PERMISSION PRIMROSE YELLOW TYPICAL LIGHTING SHALL CONSTITUTEYOURAGREEM ENT TO -2 RETAINERS,AND WHITE POLYCARBONATE FACES WITH TRANSLUCENT CONFIGURATION PURCHASE THIS ARTWORK,AND THE DESIGN PROPOSED. LIGHT EURO BLUE, VIVID BLUE, AND YELLOW VINYL GRAPHICS. c 2010 Signs Plus 2"LAG EMBED INTO EXI5TING STUDS OPTIONAL — 2"5HEETING OPTIONAL -2"SHEETING • ■ 16"O.C.OR HEADER 1-112"DRIVIT \_ BRICK VENEER l a j / / • ■ • • • : STUDS @ 16"O.C. / / �— STUDS @ 16"O.C. 11\1\ 1111 1\1\\\1\11\1\1 INTERIOR 4 INTERIOR 1t 11 to t INTERIOR Nr— LAG ANCHOR - DETAIL i TOGGLE ANCHOR - DETAIL 2 DROP LATCH ANCHOR - DETAIL 3 1 1 1 1 ANCHOR DIA. MIN. ULTIMATE TENSION&SHEER LOADING IN L85. ANCHOR DIA. MIN. ULTIMATE TENSION&SHEER LOADING IN LBS. ANCHOR DIA. HOLE MIN. ULTIMATE TENSION&SHEER LOADING IN LBS. &LENGTH HOLE EMBEDMENT CONCRETE STRENGTH IN PSI. &LENGTH HOLE EMBEDMENT CONCRETE STRENGTH IN PSI. &LENGTH EMBEDMENT CONCRETE STRENGTH IN PSI. 2000 PSI. 3500 PSI. 2000 PSI. 3500 PSI. 2000 PSI. 3500 PSI. • • ' 3/8"0 3/8"o REQUIRED AS TENSION SHEER TENSION SHEER 3/8"0 3/4 0 AS REQUIRED TENSION SHEER TENSION SHEER 3/8"0 3/8"0 REQUIRED AS *Jo N I SHEER TENSION SHEER �i 1 1l t tt ftttt ut tnt tttttt tUt t1 / �. / 3"MINIMUM 3"MINIMUM — 3"MINIMUM •1 1 EMBEDMENT EMBEDMENT EMBEDMENT ° •' LAG EXPANSION ANCHOR - DETAIL 4 3/81r 1iS X 4" DOUBLE EXPANSION ANCHOR - DETAIL 5 SLEEVE ANCHOR - DETAIL 6 ULTIMATE TENSION&SHEER LOADING HOLLOW OW WALL ANCHOR(MOLLY BOLT) - DETAIL 7 IN LBS./CONCRETE STRENGTH(PSI.) SHIELD ULTIMATE LOADS TENSION SHIELD ULTIMATE LOADS ANCHOR DIA, MIN. 2000 PSI. 3500 P5I. ANCHOR DIA. MIN. ULTIMATE TEN5ION&SHEER • •- • _' • BOLT DIA, HOLE LENGTH IN LBS. BLOCK BOLT DIA HOLE LENGTH IN LBS.(3000 PSI.) &LENGTH HOLE EMBEDMENT TENSION SHEER TENSION SHEER &LENGTH HOLE WALLBOARD LOADING IN LBS. • • • • • " 3/8" 11/16" 1-3/4" 3640 3850 2440 3/8" 3/4" 1-3/8" TENSION:3640 SHEER:3850 3/8"X 3" 3/8" 1-1/4" 2840 1 1736 2960 2020 3/16"X 3" D.O.U. THRU V TENSION:130 SHEER:300 NOTE BLOCKING TO SPAN EXISTING VERTICAL STUDS OR • a EQUAL TO SPREAD LOAD TO EXISTING WALL STRUCTURE RATED ANCHOR / / *OPTION 1 / •� 1/4"X 2"SQR,PLATE ZINC NAIL IN /// �� W/2"0 HOLE IN MIDDLE FINAL � QPTION 2 � tt t ttt 24"X 2"X 2"X 1/8"ANGLE SIGNED O 2I!N HOLE IN MIDDLE *OPTION PTIO 3 ` t t , DATE / NUT / i 24"X 2"X 4"WOOD BLOCK SOLID BLOCKOR 3"MINIMUM HOLLOW BLOCK USE / / W/}' HOLE IN MIDDLE WASHER ONCRETENO SCREENW/EPCON C EMBEDMENT PAN HEAD SCREW 3"MINIMUM SCREEN REQ'D CERAMIC 6"OR EQUAL 3/8"6 ALL THREAD EMBEDMENT USE EPCON CERAMIC EPDXY CUT TO LENGTH 6"OR EQUAL EPDXY SPREADER/EXPANSION ANCHORS WEDGE ANCHOR - DETAIL 8 EPDXY ANCHOR - DETAIL ULTIMATE TENSION&SHEER LOADING THRU BOLT ANCHOR- DETAIL 10 ULTIMATE TENSION&5HEER LOADING -PREADER/EXPANSION ANCHORS - DETAIL 11 IN LBS./CONCRETE STRENGTH(PSI.) IN LB5./CONCRETE STRENGTH(PSI.) EMBEDMENT ULTIMATE PULLOUT I ULTIMATE SHEAR 2000 PSI. 1 3500 PSI. 2000 PSI. 1 3500 PSI. ULTIMATE TENSION&SHEER ANCHOR IN CONCRETE IN LB5. IN LBS. ANCHOR DIA. HOLE DIA, EMBEDMENT TENSION SHEER TENSION SHEER ANCHOR DIA. HOLE DIA. EMBEDMENT TENSION SHEER TENSION 5HEER ANCHOR DIA. HOLE EMBEDMENT LOADING IN LBS./AVERAGE DPYWAL; 1- 2' 3219 4029 3/8" 3' 56A 4305 3/8" 7/16" 3-3/8" 6660 5085 8567 6009 3/8" 2" AS 6660 5085 8567 6009 1/8"-1/4" 2"+ ;"* TENSION:65+- SHEER:70+- 4-1/2" 5935 4581 REQUIRED