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HomeMy WebLinkAbout21015 STATE ROUTE 9 NE_BLD1354_2026 --° MISCELLANEOUS ' PERMIT APPLICATION Department of Community& Economic Development City of Arlington•18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR INTERIOR ALTERATIONS, FENCES, 7 RETAINING WALLS, STORAGE TANKS, PLAYGROUND EQUIPMENT, POOLS, HOT TUBS, ETC. Zt DtS Project Address:_ �� I 11_) Project Description: ec S Valuation: ;�5, ©cep Owner: C i _At ev, - Address: 0�� S) Ct City: triL�► State: Zip Code: Phone: ��t S 2 5- ���, ' Email: Applicant: Address: City: State: Zip Code: Phone: Email: Contractor Name: , Address: City: State: Zip Code: Phone- Email: License Number- - Expiration Date- /hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY Received Permit# Accepted By Amount Received Receipt# at.R eoke ..,,un111111��NMlh �� �nll ��,� �� III ����� ���11�IIIIII �j� i��Nl►I�IIm��;u�, �;;�i, ;�i � ;i! . D III NIIIINIIIIIIIII�'. ���1�1111N111 � � � � IIII„iillll������ � ����O�p� �gV�q� �pp0� ,;;!�►iiii►ii �� V�q4�� ���q��0i :ter. I����'lll ��11� CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:21015 SR 9 NE Permit#:1354 Parcel#:31051100400500 Valuation:25000.00 OWNER APPLICANT CONTRACTOR_ Name:COOK INVESTMENTS NW Name:Chinook Lumber Name:Agnew Homes Address: 18818 TELLER AVE STE 277 Address:21015 SR 9 NE Address:8102 156th St SE City,State Zip:IRVINE,CA 92612 City,State Zip:Arlington,WA 98223 City,State Zip:Snohomish,WA 98296 Phone: Phone:425-375-4223 Phone:425-293-3676 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Deck CODE YEAR: 2015 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. IBC 110/IRC 110. SAL ' - X NOTICE:Sales tax relating to construction and construction materials in the City of,�llttg On must be reported on your sales tax return form aq coded i er#3101. Signature Print Name Date eleas By Date CONDITIONS See red lined 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 3/1/2017 Building Permit Fee $552 78 3/1/2017 Building Plan Review Fee $359.31 3/1/2017 Process ing/Technology Fee $25.00 3/1/2017 State Building Code Surcharge Fee $4.50 Total Due: $941.59 Total Payment: $0.00 Balance Due: $941.59 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 FASTENMASTER TECHNICAL BULLETIN DEICK RAIL POST TO RIM BOARD CONNECTION DETAILS According to the current International Residential Code for One and Two-Family Dwellings, Table R301.5 guardrails and handrails must be designed to withstand a single concentrated load of 200 pounds in any direction. A critical part of this connection is making a strong connection between the guardrail post and the rim board of the deck. In most cases, a 1/2" through-bolt or carriage bolt is used to make this connection. When installed as instructed in this bulletin, the ThruLOK System can replace 1/2" bolts, meeting the 200 pound design load for this part of the connection. FastenMaster. ThruLOK' Screw Bolt Fastening System DECK POST TO SINGLE RIM JOIST DECK POST TO DOUBLE RIM OR SINGLE RIM WITH BLOCKING � 1. Choose the correct length (6-1/4" or 8") and fastening 6. Return to driving the screw in the pattern for each post to rim application based on the remaining 1/4" to 1/8" until the illustrated conditions. washer and nut are firmly drawn MIN Line 2. Mark the surface of the wood with the correct pattern. together. M,„O_ .J 3. If a flush mounted head is required, use a 1-1/4" spade bit 7• Make sure that the point of the FastenMaster to create a 1/4" deep recess in the rim or post. ThruLOK fastener has passed the 4. Remove the pre-assembled ThruLOK nut from the screw and "MIN LINE" printed on the nut. using a 1/2" drill on low speed/high torque setting, install 8• Repeat until all of the fasteners are the ThruLOK screw and washer into the outside face of the installed correctly according to the application until the screw is 1/4" to 1/8"from being flush. specifications contained in this bulletin. 5.Thread the ThruLOK nut onto the exposed threaded end of the fastener. Firmly twist on the nut by hand until snug. FastenMaster Effective July 1, 2014. Please reference our website to ensure that you are using the most up to date version. FASTER EASIER STRONGER 153 BOWLES ROAD,AGAWAM,MA 01001 413.789.0252 800.518.3569 WWW.FASTEN MASTER.COM FASTENMASTER TECHNICAL BULLETIN (ONDITION 1 EXTERIOR MOUNTED 4X4 POST TO 2X RIM For this condition, use the 6-1/4" ThruLOK fastener 1. Install first screw 1" in from the edge of the post and 2" (+/- 1/4") from the 0 top of the rim board 0 © 2. Install second screw 1" in from the other edge of the post and 3" (+/- 1/4") from the top of the rim board 3. Install third screw in the center of the © , post and 2" (+/- 1/4") from the bottom of the rim board For this condition, use the 6-1/4" ThruLOK fastener 1. Install first screw in the center of the post and 2" (+/- 1/4") from the top of the rim board � O 0 2. Install second screw 1" in from the other edge of the post and 3" (+/- 1/4") 0 from the bottom of the rim board U ©i 3. Install third screw 1" in from the edge of the post and 2" (+/- 1/4") from the bottom of the rim board iff,mil For this condition, use the 6-1/4" ThruLOK fastener 1. Install first screw 1" in from the edge of the post and 2" (+/- 1/4") from the top of the rim board 0 2. Install second screw 1" in from the other U © edge of the post and 2" (+/- 1/4") from the bottom of the rim board 0 3. Install third screw centered on both the post and the rim board FASTENMASTER TECHNICAL BULLETIN 1 1 1 1 ' MOUNTED 4X4 POST TO DOUBLE RIM For this condition, use the 8" ThruLOK fastener 1. Install first screw 1" in from the edge of the post and 2" (+/- 1/4") from the _ top of the rim boards 2. Install second screw 1" in from the other © edge of the post and 3" (+/- 1/4") J from the top of the rim boards 3. Install third screw in the center of the © post and 2" (+/- 1/4") from the J bottom of the rim boards For this condition, use the 8" ThruLOK fastener 1. Install first screw in the center of the post and 2° (+/- 1/4") from the top of the rim boards O 2. Install second screw 1" in from the edge U of the post and 3" (+/- 1/4") from the © bottom of the rim boards U 4 3. Install third screw 1" in from the other J edge of the post and 2" (+/- 1/4") from the bottom of the rim boards For this condition, use the 8" ThruLOK fastener 1. Install first screw 1" in from the edge of the post and 2" (+/- 1/4") from the top of the rim boards v O © 2. Install second screw 1" in from the other edge of the post and 2" (+/- 1/4") from the bottom of the rim boards © 3. Install third screw centered on both the post and the rim boards I FASTENMASTER TECHNICAL BULLETIN 1 1 1 1 ' MOUNTED 4X4 POST TO 2X RIM WITH BLOCKING For this condition, use the 8" Thil fastener 1. Install first screw in the center of the post and 2" (+/- 1/4") from the top of the rim board Q ; 2. Install second screw 1" in from the edge of the post and 2" (+/- 1/4") from the ©; bottom of the rim board 0 3. Install third screw 1" in from the other r edge of the post and 3" (+/- 1/4") from the bottom of the rim board For this condition, use two, 6-1/4" and one, 8" Thil fasteners 1. Install first 6-1/4" screw 1" in from the edge of the post and 2" (+/- 1/4") - from the top of the rim board O 2. Install second 6-1/4" screw 1" in from © the other edge of the post and 2" (+/- 1/4") from the bottom of the © rim board 3. Install 8" screw centered on both the post and the rim board GENERAL1 Design values used to create the fastening patterns in this As with other bolted connections using wet treated wood,the bulletin were derived from individual fastener testing under nut should be inspected and tightened if needed after initial ICC Acceptance Criteria AC233 and reported in ICC-ES Evaluation drying period. Report ESR-1078. The connection details in this bulletin are an acceptable means The connection details shown in this bulletin apply specifically of transferring the load from guard post to rim joist only. to 4x4 posts and 2x8, 2x10 or 2x12 rims and/or joists. Additional blocking or hardware may be required to transfer For different dimension lumber, wood species of lower density loads from the rim to deck joists. than Hem Fir (SYP and DF are higher density and therefore Fastening patterns assume the following: All components are approved), or post heights greater than 37.5" off the top of used (screw, washer and nut), holes are not pre-drilled, and the joists, please contact FastenMaster to determine the proper posts are loaded in an outward direction from the deck. fastening solution. For questions regarding these or other connections, please contact ThruLOK is coated with mechanically applied zinc in accor- FastenMaster Technical Support at www.fastenmoster.com or by dance with ASTM 13695, Class 55. This is compliant with the calling 800-518-3569. current International Residential Code°for use in ACQ pressure 0 treated wood. F0stenMosterO and ThruLOK®are trademarks of OMG,Inc.Copyright©2014 OMG,Inc. All rights reserved.U.S.and International Patents Pending. CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:21015 SR 9 NE Permit#:1354 Parcel#:31051100400500 Valuation:25000.00 OWNER APPLICANT CONTRACTOR Name:COOK INVESTMENTS NW Name:Chinook Lumber Name:Agnew Homes Address: 18818 TELLER AVE STE 277 Address:21015 SR 9 NE Address:8102 156th St SE City,State Zip:IRVINE,CA 92612 City,State Zip:Arlington,WA 98223 City,State Zip:Snohomish,WA 98296 Phone: Phone:425-375-4223 Phone:425-293-3676 MECHANICAL CONTRACTOR n PLUMBING CONTRACTOR ' Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Deck CODE YEAR: 2015 ' STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: f PERMIT APPROVAL L_ 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 1S 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. I3C110/IRC110. SAL. X NOTICE:Sales tax relating to construction and construction materials in the City ofAd1' on must be reported on your sales tax return form ai cod ed�'it _ 3101. � -( l Signature Print Name Date --Kc-1cascZl By Date CONDITIONS See red lined 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 3/1/2017 Building Permit Fee $552.78 3/1/2017 Building Plan Review Fee $359.31 3/1/2017 Processing/Technology Fee $25.00 3/1/2017 State Building Code Surcharge Fee $4.50 Total Due: $941.59 Total Payment: $0.00 Balance Due: $941.59 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 -� I I I 1 Permit Information Date 2/27/2017 Permit Number 1354 Project Name Chinook Lumber Applicant Name Chinook Lumber Applicant Address 21015 SR 9 NE City, State,Zip Arlington,WA 98223 Contact Todd Olson Phone 425-375-4223 Email toddo@chinooklumber.com Permit Type Deck Site Address 21015 SR 9 NE Valuation 25000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Deck for Commercial Display Assigned To Kristin Foster Property Information Owner Information Parcel#:31051100400500 COOK INVESTMENTS NW COOK INVESTMENTS NW 18818 TELLER AVE STE 277 21015 STATE ROUTE 9 NE IRVINE,CA 92612 Review Date Type Description Target Date Completed Date Assigned To Status :2/27/2017 IDeck 1 13/6/2017 lRick Karns 11n Review Notes Date Note 2/27/2017 Contractor is TBD. Uploaded Files Upload File Date File Uploaded B 2/27/2017 1:13:12 PM 1354 Deck Renderinq.pdf Foster, Kristin 2/27/2017 1:13:11 PM 1354 Post Attachment Details odf Foster. Kristin 2/27/2017 1:09:57 PM 1354 Chinook Lumber Application.pdf Foster, Kristin i 1 M MISCELLANEOUS PERMIT APPLICATION Department of Community& Economic Development City of Arlington•18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR INTERIOR ALTERATIONS, FENCES, 7 RETAINING WALLS, STORAGE TANKS, PLAYGROUND EQUIPMENT, POOLS, HOT TUBS, ETC. v Dt _ Project Address: Project Description: Valuation: �s, 00U Owner- CL1164a6k C 166k;" Address: l� o f v )� 7 ��� City: �I�� �� State: �� Zip Code: Phone: ��t S� 3 7 s-- �f��, Email �%�O 1ht_ )K LCAhibe✓< <ok-'-, Applicant: Sc-w.n _ as GLL1v,L_ Address: City: State: Zip Code: Phone: Email: Contractor Name: Address: City: State: Zip Code: Phone: Email: License Number: Expiration Date: l hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. i� /eG Applicants Signature Date 0&y) Print Applicants Name FOR STAFF USE ONLY Permit# 4*- ,,p Amount Received Receipt# a e`R eived�` r s�;� FLOORS R507.4 Decking.Maximum allowable spacing for joists sup- R507.5.1 Lateral restraint at supports. Joist ends and porting decking shall be in accordance with Table R507.4. bearing locations shall be provided with lateral restraint to Wood decking shall be attached to each supporting member prevent rotation. Where lateral restraint is provided by • with not less than (2) 8d threaded nails or (2) No. 8 wood joist hangers or blocking between joists, their depth shall I screws. equal not less than 60 percent of the joist depth.Where lat- R507.5 Deck joists.Maximum allowable spans for wood deck eral restraint is provided by rim joists, they shall be • joists,as shown in Figure R507.5,shall be in accordance with secured to the end of each joist with not less than (3) 10d Table R507.5. Deck joists shall be permitted to cantilever not (3-inch x 0.128-inch) nails or (3) No. 10 x 3-inch (76 greater than one-fourth of the actual,adjacent joist span. mm)long wood screws. TABLE R507.4 MAXIMUM JOIST SPACING MATERIAL TYPE AND NOMINAL SIZE MAXIMUM ON-CENTER JOIST SPACING Perpendicular to joist Diagonal to joist' 1 I/4 inch-thick wood 16 inches 12 inches 2-inch-thick wood 24 inches 16 inches Plastic composite In accordance with Section R507.3 In accordance with Section R507.3 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 degree=0.01745 rad. a. Maximum angle of 45 degrees from perpendicular for wood deck boards TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES`(ft.-in.) SPACING OF DECK JOISTS WITH NO CANTILEVER' SPACING OF DECK JOISTS WITH CANTILEVERS` SPECIES' SIZE (inches) (inches) 12 16 24 12 16 24 2 x 6 9-11 9-0 7-7 6-8 6-8 6-8 Southern pine 2 x 8 13-1 11-10 9-8 10-1 10-1 9-8 2 x 10 16-2 14-0 11-5 14-6 14-0 11-5 2 x 12 18-0 16-6 13-6 18-0 16-6 13-6 2 x 6 9-6 8-8 7-2 6-3 6-3 6-3 Douglas fir-larchd, 2 x 8 12-6 11-1 9-1 9-5 9-5 9-1 hem-fir" spruce-pine-firs 2 x 10 15-8 13-7 11-1 13-7 13-7 11-1 2 x 12 18-0 15-9 12-10 18-0 15-9 12-10 Redwood, 2 x 6 8-10 8-0 7-0 5-7 5-7 5-7 western cedars, 2 x 8 11-8 10-7 8-8 8-6 8-6 8-6 ponderosa pine`, 2 x 10 14-11 13-0 10-7 12-3 12-3 10-7 red pine 2 x 12 17-5 15-1 12-4 16-5 15-1 12-4 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound per square foot=0.0479 kPa,1 pound=0.454 kg. a. No.2 grade with wet service factor. b. Ground snow load,live load=40 psf,dead load=10 psf,L/A=360. c. Ground snow load,live load=40 psf,dead load=10 psf,L/A=360 at main span,L/A=180 at cantilever with a 220-pound point load applied to end. d. Includes incising factor. e. Northern species with no incising factor f. Cantilevered spans not exceeding the nominal depth of the joist are permitted. BUILDING WALL BUILDING WALL —RIM JOIST JOIST HANGER BEM, EAM JOIST HANGER JOIST HANGER-A B JOIST LEDGER BOARD JOIST LEDGER BOARD POSr POST BEYOND OPTIONAL JOIST SPAN JOIST SPAN CANTILEVER JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM FIGURE R507.5 TYPICAL DECK JOIST SPANS 2015 INTERNATIONAL RESIDENTIAL CODE® 153 �111111 a Ln MA IN �111�11 FD ell .. 1 1 1 r t f ,ti;. �!'i '�L4 ocz,a� W=)YS31SVWN31SVJ*MMM 69S£-O LS-009 ZSZO-b8L-Elk lk IOO LO VW�WVMV9V'OV08 S31M08£S L S39HON15 MISV3 M315VJ aa�sny�ua;Sod -uoisaaA aloe of do lsow ayl 6wsn aio noA joy ainsua of olisgom ino awaia{ai osoold •t L OZ 'L AI°f GAIP9113 -6nus plun pu0y Aq lnu up uo lslml AlwnJ "OualsOl ayl 10 pua papoaagl posodxa ayl oluo lnu Npinayl ayl poaiyl'S .ysnl{6uiaq woj{„q/l of b/l si rAans aqa plun uoilmilddo -u!lapnq sl4 ui pouloluo)suol403 pads aql{o a)0}aplslno aye olui iaysom puo mansNOlni41 aqi ayl of 6uwpiom Aµ)aiio)papolsul lI°lsul'Buips anbiol gbiq/pools mol uo pup „l/l 0 bulsn aio siaualso}ayl}o II°plun loadaN-g pun ma»s aql woi{lnti Npiniyl popuosso-aid ail onoWo� -y -lnu ayl uo palulid „3NI1 NIW -lsod io wu agl u!ssa)ai daap „�/I °aloai)of ayl passod soy iaualsol�lpiniyl l!q apods„ti/{-{ o asn'pannbai si poay palunow ysnl}o}I'£ ayl}o lulod ay l°yl ains a�lOW•� ulallod l)aiio)mg pm poom agl}o aoopns ayl jjDVV•Z is a6Ol r ► "�,! -suou!puO)paloilsnll! °"n Niw umoip Alwn}DID lnu puo jagsom ay1 pun„B/[ °l„t/{ 6ululowai agl uo pasoq uo!1°�llddo wla of asod yooa ao}uaall°d agl ul mans ayl 6u!Aup of ulnlaa•9 6ulualsol puo („g ao „b/L-9) y►6uol l)aiioi ayl asooy)•L milli]pultrucl 9NI)ID019 HLIM WI8 310NIS b0 Wlb 319fi0a Ol 1SOd )ID30 1SIOf Wlb 31JNIS Ol 1SOd)MG r - C wajsAS maJ�g SNOIIV)IlddV -uolI)auuo) ayl}o pDd slyj 1o}pool u6lsop punod OOZ 0416w40aw 'Slloq „Z/L 9)0Ida1 uo) wo4sAS NOlnl41 ay{ 'ul�allnq sly u! pa�)n1�su! so pa��o�su! uayM -uol4)auuo) sly, a)loul of pasn sl 4,oq a6ollm)10 4loq-y6noayl „Z/L o 'SOSO)lsow ul -))GP 04110 piooq w11 ayl puo lsod 1!0lp1on6 ayl uaamlaq u01)auuo)6uo1Js o 6u11ow sl u011)auu0)Slyl i }o pod I°)llll) V -uoll)anp Auo u! spunod OOZ 10 pooI p94011ua)uo) 816uls o puojsyj!m of pau6lsap aq lsnw sl!olpuoy puo sl!olplon6 S-LO£N al4°1's6ui11aMa AI!UJOI-oMI puv auO)o}apo)IQ'IUGpiSaN IOuoi'nwaJu' 'ua11n) aye of 6ulpl0))tl SIM34 N011D3NNOD i i N11311f19 IVDINHD31 b31S`dWN31SVJ '- .. � f: . t 0001`7�. piooq wu BY puo 4sod � BY gloq uo paialua)mans pjigp 1psul•E piooq wu BY}o wo44oq BY woa} (j/L -/+) „Z puo Isod BY}o a6pa 0 aag4o 941 woa}ul „( m9l)s puo)as I104sul•Z ; ; O piooq wli BY jo dol BY woi}(„ti/l /+) „Z puo isod BY }o a6pa BY woa}ui „l mans 4sn)lloisul'L Jaua;SDI HOlnJgl .,t/1-9 944 asn 'uoiilpuo) slq} Jog 01 ISOd1 r r aliNnovq NOIM31NI1 1 1 pjooq wu aql}o wouoq ' BY w011 („V/l /+) „Z puo Isod BY)o Q a6p3 BY wOJJ ul„L MaJ)s PIT 11DIsul-E piooq wu BY jo wouoq BY woa) ©, („V/L/+) „£ puo isod oy}o a6pa iaTo BY woad ul „( MODS PONS 11oIsul-Z � O ' paooq wli BY }o doh aql woi) („VA/+) „Z puo 4sod BY)o ialua)aq4 m nnai)s 4sn}po4sul-L I iaua;sol)IOlnjgl ..ti/L-9 ay; asn 'uopipuo) slgi poi 01 ISOd r r allNn 1 vv N1 1 1 1 piooq wla 941}o wouoq a BY woi) („V/l-/+) „Z pun Isod p BY}o jape)BY ul mans png4 1psul-E pjooq wu BY}o dol BY woa} �I O + uo Isod BY o a6pa 10 JaYo aye woa}w„( MODS puo)as poIsul•Z pinoq wu BY jo dol O BY woa}(„V/l -/+) „Z puo 4sod BY }o 06pa Big woal ul„I Mons 4sn}poIsul-L Jaualsoj)10lnJ4l ..ti/L-9 aq; asn 'u0141puo) s141 Jog N11311f19 1` DINHD31 b31SVWN31Sbr3 I` I I FASTENMASTER TECHNICAL BULLETIN For this condition, use the 8" ThruLOK fastener 1. Install first screw 1"in from the edge of -- the post and 2" (+/-1/4") from the top of the rim boards O 2. Install second screw 1" in from the other J © edge of the post an from the top of the rim boards 3. Install third screw in the center of the © post and 2" (+/-1/4") from the bottom of the rim boards CONDITION 5 INTERi ' MOUNTED 4X4 POST TO DOUBLE For this condition, use the 8" ThruLOK fastener 1. Install first screw in the center of the post and 2" (+/- 1/4") from the top of :,e the rim boards 2.Install second screw 1"in from the edgeof the post and 3" (+/ 1/4") from the bottom of the rim boards , 3.Install third screw 1"in from the other edge of the post and 2" (+/- 1/4") from the bottom of the rim boards CONDITION 6 — INTER1 ' MOUNTED 4X4 CORNERPOST TO DOUBLE 2X RIM — For this condition, use the 8" ThruLOK fastener 1.Install first screw 1"in from the edge of the post and 2" (+/- 1/4") from the top of the rim boards U O p 2.Install second screw 1" in from the other �1 edge of the post and 2" (+/- 1/4") jfrom the bottom of the rim boards ' © 3. Install third screw centered on both the ' ® post and the rim boards F! 1 ■ • 1 FASTENMASTER TECHNICAL BULLETIN For this condition, use the 8" ThruLOK fastener 1. Install first screw in the center of the post and 2" (+/-1/4")from the top of 0 the rim board 2.Install second screw 1" in from the edge of the post and 2" (+/-1/4")from the © bottom of the rim board 0 ' 3.Install third screw 1"in from the other edge of the post and 3" (+/- 1/4") from the bottom of the rim board I I 1] 111-M I LIN 13 A[IJAV1111 11111 ' 1 1 1 1 For this condition, use two, 6-1/4" and one, 8"ThruLOK fasteners 1.Install first 6-1/4"screw 1"in from the r edge of the post and 2" (+/- 1/4") from the top of the rim board 0 2. Install second 6-1/4"screw 1" in from © the other edge of the post and 2" (+/ 1/4") from the bottom of the Ip rim board 3.Install 8"screw centered on both the post and the rim board GENERAL , GUIDELINES Design values used to create the fastening patterns in this As with other bolted connections using wet treated wood,the bulletin were derived from individual fastener testing under nut should be inspected and tightened if needed after initial ICC Acceptance Criteria AC233 and reported in ICC-ES Evaluation drying period. Report ESR-1078. The connection details in this bulletin are an acceptable means The connection details shown in this bulletin apply specifically of transferring the load from guard post to rim joist only. to 44 posts and 2x8, 2x10 or 2x12 rims and/or joists. Additional blocking or hardware may be required to transfer For different dimension lumber,wood species of lower density loads from the rim to deck joists. than Hem Fir (SYP and DF are higher density and therefore Fastening patterns assume the following:All components are approved), or post heights greater than 37.5" off the top of used (screw, washer and nut), holes are not pre-drilled, and the joists, please contact FastenMaster to determine the proper posts are loaded in an outward direction from the deck. fastening solution. For questions regarding these or other connections,please contact ThruLOK is coated with mechanically applied zinc in accor- FastenMaster Technical Support at www.fastenmaster.com or by dance with ASTM 8695, Class 55.This is compliant with the calling 800-518-3569. current International Residential Code®for use in ACQ pressure treated wood. f FastenMaster®and ThruLOK"ore trademarks of OMG,Inc.Copyright©2014 OMG,Inc. All rights reserved.U.S.and International Patents Pending. • i ,, Permit#: 1354 Permit Date: 02/27/17 Permit Type: ACCESSORY STRUCTURE Project Name: Chinook Lumber Applicant Name: Chinook Lumber Applicant Address: 21015 SR 9 NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Todd Olson Phone: 425-375-4223 Email: toddo@chinooklumber.com Scope of Work: Deck for Commercial Display Valuation: 25000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 03/01/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning COOK 521 Lumber&Other 31051100400500 21015 STATE ROUTE 9 NE INVESTMENTS Building Materials NW Contractors Contractor Primary Contact Phone Address Contractor Type License License# Agnew Homes Brandon Agnew 425-293-3676 8102 156th St SE CONSTRUCTION Labor and AGNEWHL886L2 CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 03/16/2017 R02.FOOTING Approved Plan Reviews Date Review Type Description Assigned To Review Status 02/27/2017 Deck Approved with red lines. z.Rick Karns Fees Fee Description Notes Amount Building Permit Table 4-1 $552.78 Building Plan Review Table 4-2 $359.31 Processing/Technology $25.00 State Surcharge- 1 st DU Residential- 1 st Unit $4.50 Total $941.59 Attached Letters Date Letter Description 03/01/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/01/2017 Chinook Lumber Check#34486 Kristin Foster $941.59 Outstanding Balance $0.00 Notes Date Note Created By: 02/27/2017 Contractor is TBD. Kristin Foster Uploaded Files Date File Name 03/02/2017 2133259-1354 Issued Permit.pdf 02/27/2017 2125237-1354 Deck Rendering,pdf 02/27/2017 2125236-1354 Post Attachment Details.pdf 02/27/2017 2125231-1354 Chinook Lumber Application.pdf Date: 03/13/2026 Permit#: 1354 Permit Date: 02/27/2017 Review Date: 02/27/2017 Permit Type: ACCESSORY STRUCTURE Review Type: Deck Target Date: 03/06/2017 Scheduled Time: 00:00 Completed Date: 02/28/2017 Description: Approved with red lines. Review Status: Assigned To: z.Rick Karns Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31051100400500 COOK INVESTMENTS NW COOK INVESTMENTS NW 18818 TELLER AVE STE 277 21015 STATE ROUTE 9 NE IRVINE, CA 92612 Zoning: 521 Lumber& Other Building MaterialsLot: Block: GENERAL NOTES Deck 3 12'6" 12 _.....__ 4 \ Pressure Treated 2x10 Joists Deck 1rD 4 D — _ D Pressure Treated 640 Beam- p 7 '. - hh Pressure Treated 4x10 Beam 3 le } 11 2, c __ Pressure Treate 6xost i—.. 6 P OFFICE COPY 0 CITY OFAR,LINGTQN L BUILDING DEPARTMENT I APPROVED II 33' 4 DAY NO N I III UNLESS APPROVED BY THE BUILDING INSPECTOR South Elevation Deck z _ _ - - - - - - - - - - - - Pressure Treated 4x6 Beam — Scale. 1/211 = 11 -_ _` 66 _ __ No. REVISION/ISSUE DATE Deck 4 ORIENTATION STAMP 20 _.__ .. 16' D ALL DRAWINGSARETNEPROPERTYOFTHE DESIGNER AND 7HEYARENOT TO BE REPRODUCED IN WHOLE OR IN 1 PART WNHOU r THE WRITTEN CONSENT OF 7 HE DESIGNER D FrALL DIMENSIONS RE ORECOM4 'ORMENCING WORKANDI TO REPORTANY DISCREPANCIES TO THE DESIGNER UE — a Notes CHINOOK LUMBER 1.All posts to be 4x4 pressure treated, N o unless otherwise noted. 2.All posts to sit on pier blocks,unless -- - - . _ . _ .__ - - . _ . — . — . — . — . — . _ . __ . _ . _ otherwise noted. 3.All beams to be 4x8 pressure treated, PROJECT NAME: —_ unless otherwise noted. ry �� Arlington Display Treated 6x6 4.All joists to be 2x8 pressure treated, y N Y unless otherwise noted. D -- 5.All deck edges and stairs to have —.. p 36"railing. — 4 c _ . _ . .. . _ . _ . _ Simpson Strong-Tie CBSQ66-SDS2 Column Base DRAWING: Elevations —----Concrete pier 24"x24"x24" West-Elevation SCALE: 1/2"=V-0" DATE: Feb.2017 Scale. 1/21, = 1' DRAWN BY: Ted C SHEET: CHECKED BY: Al Received Kristin P APPROVED BY: GENERAL NOTES D D 1 4 D D to rD 1 v 0 4 }fj - . --- - . - - - - . - - r D � <� D I D '�J�.' 9l�ltCl,WNS `Cll Ec0' I No. REVISION/ISSUE DATE North Elevation i - - — — — — — — — — — — — — — — ORIENTATION STAMP Scale: 1/2" = 1' ALL DRAWINGSARE THEPROPERTYOF 7HEDESIGNER 16' AND 7HEYARENOT TO BE REPRODUCED IN WHOLE OR IN PART 14617HOUT THE WRITTEN CONSENT OF 7HE DESIGNER CONTRACTOR TO CHECKAND VERIFYALL DIMENSIONS BEFORE COMMENCING WORKAND TO REPORTANY DISCREPANCIES.TO THE DESIGNER V \ CHINOOK LUMBER PROJECT NAME: . - _ - A- - - - - Arlington Display - - - - - - - - - - - - - - - . . - - . - CLIENT: East Elevation - - - - - - - - - - - - - - - - Scale: 1/2" = 1' ' DRAWING: Elevations SCALE: 1/2 =1'-0"- DATE: Feb.2017 DRAWN BY: SHEET: Ted C CHECKED BY: - APPROVED BY:Kristin P 2 GENERAL NOTES 37-6" ---- — 12'6" Notes G� 13 1.Joist spacing 12"O.C. 12 Q \ 2.Stair stringers 12"O.Q. 3.Deck 4 to be placed under Deck 3. 4 — 6x6 Pressure Treated Posts _ Deck 3 — i D ip D D 3 0 D D ry 2x10 Pressure Treated Joists No. REVISION/ISSUE DATE - -- 6x10 Pressure Treated Beam - - - — ----..._ ___._... .. -_._.._ - — -- "" ORIENTATION STAMP Deck 1 - - _-- — v I D 4 a — - - J k 4 L 2 ALL DRAWINGS ARE THE PROPERTY OF THE DESIGNER 6'6" AND THEY ARE NOT TO BE REPRODUCED IN WHOLE OR IN * - -- PARTWITHOUT THE WRITTEN CONSENT OF THE DESIGNER D CONTRACTOR TO CHECKAND VERIFYALL DIMENSIONS 10 6" a BEFORECOMMENCING WORKAND TO REPORTANY DISCREPANCIES TO THE DESIGNER �q CHINOOK LUMBER 13' Deck 2 D PROJECT NAME: _ __. _ - _ Arlington Display DRAWING: Plan View 4x6 Pressure Treated Beams — — SCALE: 1/2"=1'-0" DATE: Feb.2017 DRAWN BY: SHEET: Ted C D — -- CHECKED BY: Kristin P APPROVED BY: A3 GENERAL NOTES D joist Framing 1 g Detail o i .. k`o�o\4\� i•� FTo 'J Simpson ECC66 HD , / 1\ / No. REVISION/ISSUE DATE °°° Simpson C13SQ66-SD2S HDG !E 3"MINIMUM p:• SIDECOVER 0 - ORIENTATION STAMP � •I I Simpson H2.5AZ o66so2sHDG r .a Simpson LUS28Z D ° ALL DRAWING5ARE THE PROPERTYOF TNEDES/GNER fLt AND THEYARE NOT TO BEREPRODUCED IN WHOLE OR IN 6x Post/Beam Framing Detail A PART WITHOUT THE WRITTEN CONSENTOF THE DE5/GNER CONTRACTOR TO CHECKAND VERIFYALL DIMENSIONS BEFORE COMMENCING WORKAND TO REPORTANY DISCREPANCIES TO THE DESIGNER ° Oa r A o , CHINOOK LUMBER Double Rim Simpson EP844HDG 1 \ \ o o Pressure Treated 2x12 Stringer PROJECT NAME: Arlington Display \, Simpson PC44Z/EPC44Z --- CLIENT: v DRAWING: DETAILS Pressure Treated Nailer Simpson LSSU210Z SCALE: NTS DATE: Feb.2017 D 3 4x Post/Beam Framing Detail DRAWN BY: SHEET:D Ted C Stair Detail CHECKED 8Y: 4 Kristin P APPROVED BY: A4