Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1015 E Union St_BLD1220_2026
MISCELLANEOUS PERMIT APPLICATION `_ems Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 RETAINING WALLLS,PLICATION IST RAGBE E TAN S, PLAYGED WHEN ROUND EQUFOR IPMENT, POOLS,HOT TSUBS,ETC Project Address: Project Description: a '� g J &94, Valuation: Owner: �L c'2 1� �i� Ae� Address: 16-1,g 67 �l9 City: lqe&Atd mate: Z-04 Zip Code: qg ZZ 3 Phone: -2e,49 113(:5, 7/6 6 Email: Applicant: 6 PMA-P-- ___ __ Address: �,Iq�, City: A-c- State: S AIve Zip Code: Phone: �5A-V vz Email: 5/3-� - o Contractor Name: 4 •L Address: t b b bd%3 SC 2- 5 City: C r' State. Zip Code: 5 Phone: a �(� G 1 3 75 5 -- _ Email: (N �o C C L or co A e C dim License Number: C d LCS _P (� `� >�fi Expiration Date: .I Z 61 1 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&StateKW(, hington. - 2 ,014 Appljcants Si nature Date tL4 . X� eIS6Aj Print Applicants Name Receive FOR STAFF USE ONLY NOV 21 2016 Permit# Accepted By Amount Received Receipt# Date Received CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:1015 E Union Street Permit#:1220 Parcel#:00496200001001 Valuation: 14500.00 OWNER APPLICANT CONTRACTOR Name:ALLISON ROBERT M/KATHLEEN R Name:Robert M Allison Name:Colo Painting and Remodeling Address:2417 258th NE Address:1015 E Union Street Address: 10003 SE 192nd Street City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Renton,WA 98055 Phone: Phone:206-930-9166 Phone:206-913-7553 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Mlsc 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. IBC110/IRC110. SALES TA N ICE:Salcs tax relating to cons action and construction materials in the City of Arlington must be reported on your sales tax return form and cod i Arlin 3101. �� 1461t�dl� l �l Signature Print Name Date —Released By Daly CONDITIONS See red-lined drawings and additional attached information. 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 11/28/2016 Building Permit Fee $347.89 11/28/2016 Building Plan Review Fee $226.13 11/28/2016 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 I Technical Evaluation Re ort 1 � • I I � FastenMaster LedgerLokT'A Ledger Board Fasteners TER No. 1203-03 for Use in Deck Ledger Applications OMG, Inc. Issue Date: March 30, 2012 d/b/a/ FastenMaster Updated: December 18, 2013 153 Bowles Road Agawam, Massachusetts, 01001 413/789-0252 fastenm aster.com mguthrieC olyfast_.con DIVISION: 06 00 00—WOOD, PLASTICS,AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings Section: 06 15 00—Wood Decking Section: 06 11 00—Wood Framing 1. Products Evaluated: 1.1. Ledgerl-okTA° Ledger Board Fastener. 1.2. 1/2" galvanized lag screw for comparative, equivalency and code compliance purposes' 2. Applicable Codes and Standards:2 2.1. 2006, 2009 and 2012 International Residential Code(IRC) 2.2. 2006, 2009 and 2012 International Building Code (IBC) 1 See IRC Section R104.11 and IBC Section 104.11. 2 Unless otherwise noted,code references are from the 2012 versions of the codes.This product is also approved for use with the 2000 and 2003 versions of the IBC and IRC and the standards referenced therein. Dd is a Professional Engineering Approved Source The IBC defines: • APPROVED SOURCE— An independent person,firm or corporation,approved by the building official,who is competent and experienced in the application of engineering principles to materials,methods or systems analyses." DrYs building construction professionals meet the competency requirements as defined in the IBC and can seal their work.DrJ is regularly engaged in conducting and providing engineering evaluations of single-element and full-scale building systems tests.This TER is developed from test reports complying with IBC Section 104.11.1 Research reports,which states,"Supporting data,where necessary to assist in the approval of materials or assemblies not specifically provided for in this code,shall consist of valid research reports from approved sources." 6300 Enterprise Lane 9 Madison WI 53719 • drjengineering.org Technical Evaluation Report(TER) 4.2. LedgerLok fasteners are manufactured using a standard cold-formed process followed by a heat-treating process. [Allowable bending yield and critical dimensions are found in Figure 1 and Table 1.] 4.2.1. LedgerLok fastener heads are a 5/16" hex drive with a built-in oversized washer. 4.2.2. LedgerLok fasteners have a gimlet point. 4.2.3. The following LedgerLok fasteners were evaluated for this Technical Evaluation Report(TER). Fastener Fastener Head Length' Length of Unthreaded Shank Minor Thread Allowable Bending Name Designation Marking Thread2 Diameter (Root)Diameter Yield(psi)3 LedgerLok FMLL358 F3.6 3-51e" 2" LedgerLok FMLL005 F 5.0 5" 3" 0.228" 0.202" 200,700 1. Measured from the underside of the head to the bottom of the tip. 2. Includes tip;see .cure '. 3. Determined in accordance with methods specified in ASTM D 1575,based on minor thread diameter using a 5%offset of the load displacement curves developed from bending tests. Table 1:Fastener Designation for the LedgerLok Fasteners Evaluated in this TER 4.3. The fasteners have a proprietary galvanized and epoxy coating, which provides corrosion protection that exceeds that provided by code approved hot-dipped galvanized coatings meeting ASTM A153 (IBC Section 2304.9.56 and IRC Section 317.37). 4.3.1. Fasteners are approved for use in exterior conditions and in pressure-treated wood, including ground contact ACQ. The proprietary coating has been tested and found to exceed the corrosion protection provided by code approved hot-dipped galvanized coatings meeting ASTM A153 (IBC Section 2304.9.58 and IRC Section 317.39). 4.4. Fasteners are approved for use in fire-retardant-treated lumber, provided the conditions set forth by the fire- retardant-treated lumber manufacturer are met, including appropriate strength reductions. 4.5. In-plant quality control procedures, under which the LedgerLok fasteners are manufactured, are audited through an inspection process performed by an approved agency'O. 5. Applications: 5.1. LedgerLok Ledger Board Fasteners are designed specifically for attaching the deck ledger to the rim joist of a building in accordance with IRC Section R502.2.2 and IBC Section 1604.8.3. 5.2. The 2009 IRC provides prescriptive fastener spacing for the attachment of a deck ledger to a rim joist with diameter lag screws or through bolts as shown in IRC Table R502.2.2.1. 5.3. Table 2 provides the LedgerLok fastener spacing required to provide performance at least equivalent to the lag screws found in IRC Table R502.2.2.1_ in accordance with IRC Sections R104.11 and R502.2, IBC Sections 104.11 and 1604.8.3, and in accordance with generally accepted engineering practice. 5.3.1. Table 2 provides LedgerLok fastener spacing for items found in IRC Table 502.2.2.1, as well as a wider range of materials commonly used for rim joists. 5.3.1.1. In addition, an alternate loading condition (i.e., deck live load = 60 psf, deck dead load = 10 psf) required by some jurisdictions is shown. 6 IBC Section 2304.9.5 Fasteners in preservative-treated and fire-retardant-treated wood.Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel,stainless steel,silicon bronze or copper.The coating weights for zinc-coated fasteners shall be in accordance with ASTM A153... 7 R317.3 Fasteners and connectors in contact with preservative-treated and fire-retardant-treated wood.Fasteners and connectors in contact with preservative-treated wood and fire-retardant-treated wood shall be in accordance with this section.The coating weights for zinc-coated fasteners shall be in accordance with ASTM A153. 61BC Section 2304.9.5 Fasteners in preservative-treated and fire-retardant-treated wood.Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel,stainless steel,silicon bronze or copper.The coating weights for zinc-coated fasteners shall be in accordance with ASTM A153... 9 R317.3 Fasteners and connectors in contact with preservative-treated and fire-retardant-treated wood.Fasteners and connectors in contact with preservative-treated wood and fire-retardant-treated wood shall be in accordance with this section.The coating weights for zinc-coated fasteners shall be in accordance with ASTM A153. 10 IBC Section 1702 APPROVED AGENCY.An established and recognized agency regularly engaged in conducting tests or furnishing inspection services,when such agency has been approved. TER No. 1203-03 Page 3 of 12 FastenMaster LedgerLokTm Ledqer Board Fasteners Technical Evaluation Report(TER) 6.4. For applications outside the scope of this TER, an engineered design is required. 7. Test and Engineering Substantiating Data: 7.1. Testing conducted by SBCRI for OMG; SBCRI-12-0101; Final report date: March 23, 2012. 7.2. DCA 6, Prescriptive Residential Wood Deck Construction Guide; AF&PA; 2010. 7.3. Proprietary testing conducted by Washington State University for OMG; Final report date:August 4, 2005. 7.4. FastenMaster Technical Bulletin; LedgerLok Ledger Board Fastener, 2011. 7.5. ICC-ES, ESR-1078; Reissued: January 1, 2012. 7.6. Some information contained herein is the result of testing and/or data analysis by other sources, which DrJ relies on to be accurate as it undertakes its engineering analysis. 7.6.1. DrJ does not assume responsibility for the accuracy of data provided by testing facilities, but relies on each testing agency's accuracy and accepted engineering procedures, experience, and good technical judgment. 7.7. Where appropriate, DrJ relies on the derivation of design values, which have been codified into law through the codes and standards (e.g., IRC, WFCM, IBC, SDPWS, etc.), to undertake the review of test data that is comparative or shows equivalency to an intended end-use application. 7.7.1. DrJ does not assume responsibility for the accuracy of any code-adopted design values but relies upon their accuracy for engineering evaluation. 7.7.2. DrJ also relies on the fact that manufacturers of code-adopted products stand behind the legally established design values that have been created by the associations that publish code-defined design values for a given commodity product. 7.7.3. DrJ evaluates all equivalency testing and related analysis using this code-defined engineering foundation. 8. Findings: 8.1. When used in accordance with this TER and the manufacturer's installation instructions, FastenMaster LedgerLok Ledger Board Fasteners are a suitable alternative to the requirements of the IRC Section R502.2.2 and IBC Section 1604.8.3. 9. Conditions of Use: 9.1. LedgerLok fasteners covered by this TER shall be installed in accordance with this report and the manufacturer's installation instructions. 9.2. LedgerLok fastener spacing shall not exceed Table 2 for code compliance and the installation conditions considered. 9.3. For conditions not covered in this TER, connections shall be designed in accordance with generally accepted engineering practice. 9.4. Manufacturer's installation instructions shall be followed as provided in Section G and at f_astenmastei.e;un-i/details/product/ledgerlok-ledger-board-fastener.html. 9.5. LedgerLok fasteners are produced by OMG, Inc.'s facility located in Agawam, Massachusetts. 9.6. LedgerLok fasteners are produced under a quality control program subject to periodic inspections in accordance with IBC Section 1703.5.2. 10. Identification: 10.1. The fasteners are identified by the designation "LedgerLok TM 11 on the packaging.The head of each fastener is marked with an "F"followed by a number corresponding to the length of the fastener. 10.2. The packaging shall include OMG's name and address,fastener size, third-party inspection agency, ICC-ES Report number and TER number. 10.3. Additional technical information can be found at fastenm aster.corn. TER No. 1203-03 Page 5 of 12 FastenMaster LedgerLokTm Ledqer Board Fasteners Technical Evaluation Report(TER) Appendix A: Code Requirements for Ledger Attachments For guidance on designing the connection of the deck ledger to trusses where a band joist is not used, see SBCA's Tech Note, Attachment of Residential Deck Ledger to Metal Pate Connected Wood Truss Floor System. 1. IRC Section 502.2.2 contains the following code requirements (IBC Section1604.8.3 similar): 1.1. Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads. 1.1.1. Attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. 1.2. R502.2.2.1 outlines the requirements for a deck ledger connection to band joist: For decks supporting a total design load of 50 pounds per square foot(2394 Pa)[40 pounds per square foot(1915 Pa) live load plus 10 pounds per square foot (479 Pa) dead load] the connection between a deck ledger of pressure preservative-treated Southern Pine,incised pressure-preservative-treated Hem-Fir or approved decay-resistant species, and a 2-inch (51 mm) nominal lumber band joist bearing on a sill plate or wall plate shall be constructed with 1/2-inch (12.7 m)lag screws or bolts with washers in accordance with Table R507.2.2.1. Lag screws, bolts and washers shall be hot-dipped galvanized or stainless steel. FLOOR SHEATHING NAILING AT IWO)aiiv 6 IN MAXIMUM ON CENTER TO JOIST WITH HOLD-DOWN 51_ -� DECKJOIST Y IRC Figure 502.2.2.3:Deck Ledger Attachment(modified) 1.3. R502.2.2.1.1 covers the placement of lag screws or bolts in deck ledgers: The lag screws or bolts shall be placed 2 inches(51 mm)in from the bottom or top of the deck ledger and between 2 and 5 inches(51 and 127 mm)in from the ends. The lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger 1.3.1. The 2012 IRC provides further clarification of lag screw and bolt location requirements as shown in IRC Rgi ire R907.21 f t'i. Note that these have been modified from the 2009 version. TER No. 1203-03 Page 7 of 12 FastenMaster LedgerLokTM Ledqer Board Fasteners Technical Evaluation Report(TER) Appendix B: Testing Procedure and Methodology 1. To determine the strength and load-deflection performance of the fasteners in a ledger connection, a two-joist assembly with connection of a ledger to a rim board was created. Load was applied to the joists, which transferred load to the ledger via hangers. String potentiometers were placed along the bottom of the ledger to measure vertical deflection during the test, while a load cell attached to an actuator measured load applied. The rim board was fixed to prevent deflection and rotation during the test. To limit the variability, the comparison product was tested simultaneously with the FastenMaster LedgerLok with ledgers and rim boards cut congruently from the same piece of lumber. Immediately after testing, a section was cut near each fastener location to determine the moisture content and oven-dry specific gravity of each piece of lumber. 2. The performance of the code defined lag screw connection was then compared to the performance of the LedgerLok Ledger Board Fasteners in the ledger application built per the code requirements. 2.1. Testing was undertaken to directly compare fastener performance using matched lumber specimen testing where the FastenMaster LedgerLok Ledger Board Fastener was tested side by side with '/z' diameter lag screws (see Figure 3 and Photo 1). I � . Figure 3:Single&Three-Fastener Setups j - Photo 1:Matched Lumber Specimen Testing of LedgerLok Ledger Board Fastener and 1/2"Lag Screw 2.1.2. The testing and resulting analysis define comparative performance and the design parameters required for the LedgerLok to be considered an equivalent alternative to the specified fasteners required by the building code in accordance with the provisions of/RC Section R104.11 and IBC Section 104.11. TER No. 1203-03 Page 9 of 12 FastenMaster LedgerLokTm Ledqer Board Fasteners Technical Evaluation Report(TER) 3. DrJ Sealed Engineering 3.1. DrJ engineers have undertaken the rigorous engineering and analysis work to determine the subject of this report's compliance with the codes and standards referenced in Section 2. 3.2. DrJ work: 3.2.1. Complies with accepted engineering procedures, experience and good technical judgment. 3.2.2. Is the work of an independent person,firm or corporation who is competent and experienced in the application of engineering principles to materials, methods or systems analyses. 3.3. A Technical Evaluation Report generated by DrJ is in all "code-compliance-evaluation-processing" respects equivalent to an ICC-ES ESR, as ICC-ES defines its approach, with one material difference. 3.3.1. DrJ will seal all TERs, as needed, so that responsibility for the work is well-defined. 3.3.2. The DrJ responsibility statement is identical to that provided in ICC-ES ESRs. Dd(drjengineering.org)research 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 DrJ express or implied as to any finding or other matter in this report or as to any product covered by this report. TER No. 1203-03 Page 11 of 12 FastenMaster LedgerLokTm Ledqer Board Fasteners s F 1 Figure 13A. Wood I-Joist Profile. 1 c 1 Figure 13B. Metal Plate Connected (IVIpC) Wooc Floor Trusses with a 2x4 Lumber "Ribbon', at the Ends of the Trusses. 2xc RIBBON BOARD-not intended for deck attachment MPC FLOOR TRUSSES r —.*—FOUNDATION WALL Figure 14. General Attachment of Ledger Board to Band Joist or Rim Joist. exterior sheathing remove siding at ledger existing stud wall prior to installation threshold carefully flashed and existing 2x band' caulked to prevent water intrusion or 1" Joist minimum ledger and joist flush on top EWP rim joist continuous flashing _ extending past joist 2"min. hanger 1-5/8"min, deck joist 5"max. 2x floorjoist, 2"min. j wood I-joist, 1/2"diameter lag or IVIPCWT screws or through-bolts with existing ------- , joist hanger washers wall 2x ledger board; must be greater than or equal to the depth of the deck joist and no greater than the Figure 15. Attachment of Ledger Board to Foundationdepth of the band joist Wall(Concrete or Solid Masonry), embed anchors per manufacturer ` recommendations to resist corrosion and decay, _this area should be caulked existing concrete or solid masonry* s �� deck joist F wall L. *Note:Blocks filled r —1/2"diameter with grout or approved expansion, concrete at epoxy, or adhesive anchor locations anchors with washers for new construction -� Joist hanger 2x ledger board; must be greater than or equal to the size of the joist American Wood Council r Figure 13A. Wood I-,foist Profile. , Nk Figure 13B. Metal Plate Connected Floor Trusses With a 2x4 Lumber 11 ibbon'watod the Ends of the Trusses. 2c4 RIBBON BOARD-not intended for deck attachment MPC FLOOR TRUSSES \� —.*---FOUNDATION Figure 14. General Attachment of Ledger Board to Ba nd J WALL oist or Rim Joist exterior sheathing remove siding existing stud wall—_� at ledger prior to installation threshold carefully flashed and existing 2x band joist caulked to prevent water intrusion or 1"minimum 1edger and joist flush on top EWP rim joist continuous flashing extending past joist 2"min. ` hanger "I-5/8"min � deck joist 5"max. 2x Floorjoist, ~ 2"min. wood I joist, 1/2"diameter lag or MPCVVT screws or through-bolts with existing ���; joist hanger washers wait • 2x ledger board; must be greater than or equal to the depth of the deck joist and no greater than the Figure 15. Attachment of Ledger Board to Foundationdepth of the band joist Wail(Concrete or Solid Masonry), embed anchors per manufacturer recommendations to resist corrosion and decay, this area should be caulked existing concrete or solid masonry* deck joist wall h Note:Blocks filled 1/2" with grout or � diameter concrete at approved expansion, epoxy, or adhesive anchor locations anchors with washers for new construction L joist hanger 2x ledger board; must be greater than or equal to the size of the joist American Wood Council FASTENMASTER TECHNICAL BULLETIN DECK LEDGER TO RIM JOIST r `r CONNECTION DETAILS f° t) The LedgerLOK Ledger Board Fastener has been designed specifically for '�. attaching 4he deck ledger to a rim joist or band board of the house in a r' node complidnt manner: When installed as instructed in this bulletin, the Ledgerl- K,can be-used to.replace the-1/2" Lag Screws,called for in Table 502.12.1 of the 2009 International Residential Code (IRC) or Table 507'.2 of the 2012 IRC. "5'�nn�srer• In addition, the proprietary coating on this fastener exceeds the corrosion Led9erger�OsK°tener protection provided by code approved hot-dipped galvanized•Eoatings, INSTALLATION PROCEDU CORROSION STATEMENT o Choose 3-5/8" or 5" LedgerLOK so that The proprietary galvanized and polymer coating applied to the threads fully engage the rim material and Ledgerl-OK has been tested under the current ICC standard for fastener tip extends beyond,the inside face of evaluating corrosion resistance in treated lumber (AC257) and the rim joist. - 'deemed suitable alternative to code-approved hot-dipped galvanized o Use a high torque, 1/2" variable speed drill coatings when exposed to ground contact ACQ preservative C18V if_cordless). _ _ _ - ____ _ freatment:in_wet-use conditions. A statement of this compliance ® Follow the minimum spacing-and fastening can be found in the]CC Evaluation Report for Ledgerl-OK (ESR patterns from Figure 1 and Table 1. #1078),.available online at icc-es.org or the FastenMoster website. o Install fasteners though the ledger.and For tipplications within 1,000 feet of saltwater, we recommend the sheathing. Continue into the rim joist until the use of a stainless steel fastener. washer head is drawn firm and flush to the ledger board- Do'not overdrive. 0 0 Fasteners should be staggered in a 'Y'pattern and and spaced as follows: A. Minimum end distance= 3-3/4" B. Minimum edge distance= 1-3/4" C. On-center spacing=Per Table 1 ud " a oQ' FIGURE -J, FastenMadw. s 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•189.0252 800.518.3569 WWW.FASTENMASTER.COM ' FASTENMASTER TECHNICAL BULLETIN FASTENING PATTERN Determine the proper spacing of LedgerLOK fasteners from Table 1 below based on: • Live load requirement for your local code • Rim material that you are attaching to • Ledger material being attached to the house 0 Joist span as measured from the ledger to the first supporting beam TABLE 1: Fastening pattern for attachment of ledger to rim board using LedgerLOK 7psf ,, WO Sug. Fir 2x Lumber 24 18 14 12 10 9 8 S. Pine EW Rim 25 19 15 12 10 9 8 Hem Fir 2x Lumber 20 15 12 10 8 7 6 EW Rim 25 19 15 12 10 9 B Doug. Fir 2x Lumber 17 13 10 8 7 6 5 60 psf or S. Pine EW Rim 18 13 10 9 7 6 6 2x Lumber 14 11 8 7 6 5 4 Hem Fir EW Rim 18 13 10 9 7 6 6 LedgerLOK fastening patterns outlined in this table provide equal or better performance to lag screw patterns in the 2009 and 2012 IRC in accordance with IRC sections R104.11 and in accordance with generally accepted engineering practice. Design values used to create these patterns were derived from individual fastener testing under ICC Acceptance Criteria AC233 (ESR#1078) as well as full system testing directly comparing lag screw and Ledgerl-OK performance in ledger to rim connections using generally accepted industry standards used to generate the IRC fastener spacing tables for lag screws. • Ledger materials must be a minimum of 2 x 8 nominal dimensional pressure-preservative-treated No- 2 lumber from any of the following species: Hem-Fir, SPF,Douglas Fir or Southern Pine. • Rim joist materials must be either solid sawn 2x lumber or engineered wood specifically designated by the manufacturer as rim material. 2x lumber may be of any species greater than 0-42 specific gravity,including SPF, HF or DE Engineered Wood (EW) Rim may be OSB, LSL or LVL material measuring 1" or greater in thickness- • Sheating of 15/32"or 7/16" OSB may separate the ledger and rim but must be attached per code- For additional materials between ledger and rim, please refer to the guidelines below. Wet service conditions have been tested for and applied to the patterns above. No further reductions for wet service need to be applied. The code-standard dead load for building materials of 10 pounds per square foot is assumed in all calculations above. As required by IRC Section 502.2.2.2,the calculations and installation instructions found in this bulletin have been reviewed and found to be in accordance with accepted engineering practices. For a copy of the engineer stamped/sealed letter or further technical information to support this bulletin, please contact FastenMaster at 800.518.3569. • The LedgerLOK is not designed for attachment to masonry/concrete maximum distance between the inner face of the ledger board and or over stucco,siding,rigid foam insulation or brick veneer. the outer face of the rim joist is no greater than 1"and is properly • Connections and joints shall be properly flashed to prevent water-from fastened to the rim. contacting the rim joist. • Under the following conditions,the LedgerLOK may still be approved • Where a positive connection to the rim joist cannot be verified through but a design professional should be consulted for proper spacing inspection, decks shall be self supporting. requirements: • Ledgers should not be attached over cantilevered portions of the 1. In areas where live load requirements exceed 60 psf house where the rim is unsupported by a foundation. or snow load requirements exceed 70 psf. • For ledgers being attached to open web floor trusses,consult 2. For decks designed to carry increased dead loads "Attachment of Residential Deck Ledger to Metal Plate Connected (ex: hot tubs,stationary planters). Wood Truss Floor System" published by the Structural Building 3. Three-season or fully enclosed decks supporting an Component Association for proper design methods-This Technical Note overhead roof. can be found at www.sbcindustry.com. • All local code requirements as well as guidelines set forth in this • Wood structural panel sheathing or gypsum board sheathing not technical bulletin must be followed for patterns outlined above to exceeding 1"in thickness shall be permitted provided that the be applicable. FastenMaster®and LedgerLOK®are trademarks of OMG,Inc. v` Copyright©2014 OMG,Inc.All rights reserved. Parr Lumber Co. Marysville 7610 47th Ave NE 425-259-7277 Marysville, WA 98270 Sold To Marysville - contractor cash Colo/Bob & Kathy deck ************************ VERIFY! VERIFYI VERIFY! WA , WA ACCT # QUOTE# TERMS ENTERED SLSM EXPIRATION 2810 28002810 Cash Only 10/24/16 2905 11/25/16 ------—---------------------------------------------------------------------------------------------------------------- LN# SKU# QTY U/M Description Price Extension ----------------------------------------------------------------------------------------------------------------------- ****ESTIMATE**** ** OWNER/BUILDER needs to verify ALL items listed before ordering... ** SPECIAL ORDER items need to be paid for in full before we order. ** SPECIAL Order items are NOT eligible for credit upon return! Pease verify ALL items listed before ordering! framing 20 2812NSPTS 41 EA 2x8 12, #2&Btr HF APCL CA GCU PROF 899.000/MBF 589.74 * Treated Lumber 30 4820NSPT 2 EA 4X8 20 Nat Sel #2&btr Timber S4S 1159.000/MBF 123.63 * Ground Contact Use 40 4814NSPT 1 EA 4X8 14 Nat Sel #2&btr Timber S4S 1159.000/MBF 43.27 * Ground Contact Use 50 2820NSPTS 2 EA 2x8 20, #2&Btr HF APCL CA GCU PROF 899.000/MBF 47.95 * Treated Lumber 60 2814NSPTS 1 EA 2x8 14, #2&Btr HF APCL CA GCU PROF 899.000/MBF 16.78 * Treated Lumber 70 12PIER 10 EA Pier Block 12" PlainTop 48/pal 4.950 49.50 * 80 G44APBHDG 10 EA Generic 4x4 HDG Adj. Post Base 8.950 89.50 * 90 448NSPT 6 EA 4x4 8' Nat Set Std&btr Timber 1039.000/MBF 66.50 * Ground Contact Structural 100 LUS28Z 39 EA Zmax 2x8 Hanger Lt Dbl Shear 1.250 48.75 * 110 LUC26Z 2 EA Zmax 2x6 2x8 Joist Hngr Fm Rev 1.350 2.70 * 120 H1Z 39 EA Zmax H1Z Hurricane Tie 0.950 37.05 * 130 BC4Z 10 EA Zmax 4x4 Base/Cap 5.950 59.50 * 140 21210NSPTS 8 EA 2x12 10, #2&Btr HF APCL CA GCU 925.000/MBF 148.00 * PROF Treated Lumber October 27, 2016 10:33:39 PAGE 1 OF 3 * ESTIMATE Parr Lumber Co. Marysville 7610 47th Ave NE 425-259-7277 Marysville, WA 98270 Sold To Marysville - contractor cash Colo/Bob & Kathy deck •r+rr+w+*++++++++w+rr+wr VERIFYI VERIFY! VERIFYI WA , WA ACCT # QUOTE# TERMS ENTERED SLSM EXPIRATION 2810 28002810 Cash Only 10/24/16 2905 11/25/16 ------------------------------------------------------------------------------------------------------------------------ LN# SKU# QTY U/M Description Price Extension ------------------------------------------------------------------------------------------------------------------------ 145 19856 1 PKG 5" Ledger Lok Screws 50Pk 47.590 47.59 * 150 5448CEPD 30 EA 5/4x4 8' TK Radius Edge Deck 1345.000/MBF 134.50 * 160 54410CEPD 74 EA 5/4x4 10, TK Radius Edge Deck 1345.000/MBF 414.71 * 170 54412CEPD 61 EA 5/4x4 121 TK Radius Edge Deck 1345.000/MBF 410.23 * 180 54416CEPD 50 EA 5/4x4 161 TK Radius Edge Deck 1345.000/MBF 448.33 * railing 200 DKR198975 3 KT 6,x32.5,, WRC Stair Railing Panel 119.750 359.25 * w/Blk Balusters Kit 210 DKR187671 10 PNL 61x32.5" WRC Railing Panel w/Blk 90.790 907.90 * Balusters 220 448CESTK 8 EA 4x4 8' Stk Patio Grade Cedar 2195.000/MBF 107.31 * 230 DKR163602 15 PK Rail Connectors for WRC Railing 14.290 214.35 * Panels w/Blk Balusters #187671DECK 4/PK Sales Type: October 27, 2016 10:33:39 PAGE 2 OF 3 +rrrrrrrrrr♦ * ESTIMATE rwrw+rw+w*++ Parr Lumber Co. Marysville 7610 47th Ave NE 425-259-7277 Marysville, WA 98270 Sold To Marysville - contractor cash Colo/Bob & Kathy deck wwwwwwww*******wwwwwwwww VERIFY! VERIFY! VERIFY! WA , WA ACCT # QUOTE# TERMS ENTERED SLSM EXPIRATION ========aaa_=c========cococc000==_==_ccoc==aanna.oeeaeoeeaeemaaaaaaaaasac=====__=====e==ee=eeeee aasaaaaaaaaaa=aaaaaaaa 2810 28002810 Cash Only 10/24/16 2905 11/25/16 ------------------------------------------------------------------------------------------------------------------------ LN# SKU# QTY U/M Description Price Extension ------------------------------------------------------------------------------------------------------------------------- ***TERMS AND CONDITIONS *** If this quote is not accepted by customer on or before the expiration date, this quote and all prices stated herein shall automatically expire and will be rescinded by Parr Lumber. This quote is based on calculations and/or data (including, but not limited to, material lists and product specifications) provided by Customer and the quote assumes, among other things, normal and typical construction techniques and conditions. The actual amount of material used may vary from the quote due to a number of factors. Consequently, Parr Lumber makes no representation or warranty that the actual amount of material used will not vary from this quote. The material list for this job is not warranted for its accuracy, suitability for the intended project, or completeness. Customer acknowledges that Parr Lumber is not liable for the accuracy of the quantities, grades, species, moisture content or any other characteristics of the material list Prices quoted herein are applicable only to the specific quantities of materials explicitly listed in this quote. MOLD WARNING. Mold can occur naturally on lumber from a variety of sources including airborne spores which feed off sugars and starches in wood. Parr Lumber Company MAKES NO REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, WITH REGARD TO THE EXISTENCE OR NON-EXISTENCE OF MOLD ON THE GOODS. Buyer is encouraged to examine the goods and take such precautions as Buyer deems necessary and prudent. Buyer may contact the Western Wood Products Association for information on steps that can be taken to remove any mold that may be present on the wood. It is understood and agreed that Buyer assumes all risk and liability resulting from the use of the goods, whether used singly or in combination with other goods. Parr Lumber Company neither assumes nor authorizes any person to assume for Parr Lumber Company any other liability in connection with the sale or use of the goods. Customer and Parr Lumber agree that facsimile copies will be relied upon as originals. Any changes to these Terms and Conditions require the express written approval of both Customer and Parr Lumber. October 27, 2016 10:33:39 PAGE 3 OF 3 MERCHANDISE: 4447.04 ww*www**wwww OTHER: 0.00 * ESTIMATE * TAX: 9.100% 404.68 wwwwwwwww**• FREIGHT: 0.00 *** Actual amounts may vary from this estimate. TOTAL: 4851.72 11/Zt ta� 4 5 4XIZ I) EC K ,z —fi— ,z .e Z z k - - 349 - Robert M Allison ( - Sales&Marketing Services Fri itobert& Kathleen Allison 4902 100th St NE Marysville,Wa 98270 Pho ne: 206.930.9166 E-Mail: Robtallison@comcast.net 54' r r 8' 2, r 54' 54' z z g 2 z y 54' ITIITT ��IIIIIIII� IIIIIII�IIII� IIII�IfIIIIIIIIIIIWII�IIIV�VIVVInIIIIIIV _ Illllillllllll � � � �� � � � __ -� �� � ._- '� �� �.: 1;/ CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:1015 E Union Street Permit#:1220 Parcel#:00496200001001 Valuation: 14500.00 OWNER APPLICANT CONTRACTOR Name:ALLISON ROBERT M/KATHLEEN R Name:Robert M Allison Name:Colo Painting and Remodeling Address:2417 258th NE Address:1015 E Union Street Address: 10003 SE 192nd Street City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Renton,WA 98055 Phone: Phone:206-930-9166 Phone:206-913-7553 MECHANICAL CONTRACTOR ' PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: M1sc CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: 1�� 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 1 l0. SALES T N ICE:Sales tax relating to cons uction and construction materials in the City of Arlington must be reported on your sales tax return form and cod Arlin 3101. 4� `J+,I 14WS 4� IF Signature Print Name,� Date Released By Dat CONDITIONS See red-lined drawings and additional attached information. 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 11/28/2016 Building Permit Fee $347.89 11/28/2016 Building Plan Review Fee $226.13 11/28/2016 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 .. _ I V�W. nT 3417- 89 Ili& ZZ4 - ('3 ------------ 10 Permit Information Date 11/22/2016 Permit Number 1220 Project Name Allison Applicant Name Robert M Allison Applicant Address 1015 E Union Street City,State, Zip Arlington,WA 98223 Contact Robert Allison Phone 206-930-9166 Email robtallison@comcast.net Permit Type Misc Site Address 1015 E Union Street Valuation 14500.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New Deck Assigned To Kristin Foster Property Information Owner Information Parcel#:00496200001001 ALLISON ROBERT M/KATHLEEN R ALLISON ROBERT M/KATHLEEN R 2417 258th NE 1015 E Union St Arlington,WA 98223 Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type Colo Painting and ,206-913- Labor& Remodeling 7553 info@coloremodel.comCONTRACTOR (Industries 'OLOPPR844N Review Date Type Description I Target Date completed Date Assigned To Status 11/22/2016 IDeck I I'l1/29/2016 JlKevin Olander 111n Review Uploaded Files Upload File Date File Uploaded B 11/22/2016 11:02:35 AM 1220_Led er Infopdf Foster, Kristin 11/22/2016 11:02:35 AM 1220 Application_pdf Foster, Kristin 11/22/2016 11:02:35 AM 1220 Material List cif IFoster, Kristin 11/22/201611:02:35AM 1220 Plans. df IFoster,Kristin ' MISCELLANEOUS PERMIT APPLICATION Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION WALLLS,ISTORAG BE E TAN S, PLAED WHEN YGROUND EQUIPMENT,INTERIOR TUBS,FENCES, TC Project Address: AC< _ Project Description: '� F�c�� t kow"P Valuation: I soo Owner: �A�46� 5 :AJ —--- - Address: �ati9 City: /geliA14-restate: z_04 Zip Code: qg �Z S Phone: Email: r� G QL��S �•� G c�uc C�s7 Applicant: Address: ► -z- City: 5 A-"4-f State: S,g yl t�Zip Code: Phone: Q5A-wx_.;z Email: 5i/_- _ Contractor Name: D� C L c Address: L)bow 3 Z City: v � State: j�j Zip Coder Phone:_ b 1 3 '7S 5 Email: (N. �c C License Number: C d(,a P P l,-\ Expiration Date: � � �--/a 1 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 W shington. �J ®® Applicants AS'inature Date AJ Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received V i% %L 11/22/2016 COLO PAINTING&REMODELING iSearch L&I Safety&Health Claims& Insuranca Workplace Rights Trades & Licensing Aft Washington State Department of kj Labor & Industries COLO PAINTING & REMODELING Owner or tradesperson 10003 SE 192ND ST RENTON,WA 98055 Principals 206-913-7553 COLO NIMAJUAN,GONZALO G,OWNER KING County Doing business as COLO PAINTING&REMODELING WA UBI No. Business type 602 980 464 Individual 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. COLOPPR844NK Effective—expiration 08/12/2016—08/12/2018 Bond American Contractors Indem CO $12,000.00 Bond account no. 100320811 Received by L&I Effective date 08/12/2016 06/20/2016 Expiration date Until Canceled Insurance Security National Insurance $1,000,000.00 Policy no. NA106369403 Received by L&I Effective date 08/12/2016 07/26/2016 Expiration date 07/26/2017 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help cis improve https://secure.ini.wa.gov/verify/Detail.aspx?UBI=602980464&LIC=COLOPPR844NK&SAW= 1/2 r � 1 I 11/22/2016 COLO PAINTING&REMODELING Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 287,058-00 Doing business as GONZALO GUILLERMO COLO NIMAJUA Estimated workers reported Quarter 3 of Year 2016"Less than 1 Workers" L&I account representative T3/DEBRA MODER(360)902-5598-Email:MORE23WJni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. O Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Delp us improve https://secure.ini.wa.gov/verify/Detail.aspx?UBI=602980464&LIC=COLOPPR844NK&SAW= 212 r - ,;: �. � I a4WD CD 490 ao � OF OCD "vZ � T7 )I I � o z ' om � g MH < mo o - z Q Oar m Imo � y K4�67 Cl) � o CA �' m O m < P CD cr r No � `� � D a �° Cl) — o z, 0. 0 cn n m Ul -- Ono ^ o (DD 2 rn o m 0. r..-....__��._..._�.— : , 9 = �. . . � �. ;. �r � t '� ; , '� .' r i� � `� `- 'd�� ��pu` .-� i � .� 7 4 � ��r' -. Ns, �4 . t. �' N N N 02 N i IV - f�j ir i r� 5 l {�A _I r �\ O l (� � � � Q — � � � � � �r � p _ � �, � '� � N N -` 0 � � � T '�1� 1" �U �� fA q n --cam G � N � - � m r� iU_ �- a� ��� z� � �N � � �� � �� � _ y �n \� - �� �; i I j �. Parr Lumber Co. Marysville 7610 47th Ave NE 425-259-7277 Marysville, WA 98270 Sold To Marysville - contractor cash Colo/Bob & Kathy deck ************************ VERIFY! VERIFY! VERIFY! WA , WA ACCT # QUOTE# TERMS ENTERED SLSM EXPIRATION 2810 28002810 Cash Only 10/24/16 2905 11/25/16 -------------------------. ----------------------------------------------------------------------------------—---------- LN# SKU# QTY U/M Description Price Extension ------------------------------------------------------------------------------------------------------------------------ ****ESTIMATE**** ** OWNER/BUILDER needs to verify ALL items listed before ordering... ** SPECIAL ORDER items need to be paid for in full before we order. ** SPECIAL Order items are NOT eligible for credit upon return! Pease verify ALL items listed before ordering! framing 20 2812NSPTS 41 EA 2xS 12, #2&Btr HF APCL CA GCU PROF 899.000/MBF 589.74 * Treated Lumber 30 482ONSPT 2 EA 4X8 20 Nat Sel #2&btr Timber 94S 1159.000/MBF 123.63 * Ground Contact Use 40 4814NSPT 1 EA 4X8 14 Nat Sel #2&btr Timber S4S 1159.000/MBF 43.27 * Ground Contact Use 50 2820NSPTS 2 EA 2x8 20, #2&Btr HF APCL CA GCU PROF 899.000/MBF 47.95 * Treated Lumber 60 2814NSPTS 1 EA 2x8 14, #2&Btr HF APCL CA GCU PROF 899.000/MBF 16.78 * Treated Lumber 70 12PIER 10 EA Pier Block 12" P1ainTop 48/pal 4.950 49.50 * 80 G44APBHDG 10 EA Generic 4x4 HDG Adj. Post Base 8.950 89.50 * 90 448NSPT 6 EA 4x4 8' Nat Set Std&btr Timber 1039.000/MBF 66.50 * Ground Contact Structural 100 LUS28Z 39 EA Zmax 2x8 Hanger Lt Dbl Shear 1.250 48.75 * 110 LUC26Z 2 EA Zmax 2x6 2x8 Joist Hngr Fm Rev 1.350 2.70 * 120 H1Z 39 EA Zmax H1Z Hurricane Tie 0.950 37.05 * 130 BC4Z 10 EA Zmax 4x4 Base/Cap 5.950 59.50 * 140 212IONSPTS 8 EA 2x12 10' #2&Btr HF APCL CA GCU 925.000/MBF 148.00 * PROF Treated Lumber October 27, 2016 10:33:39 PAGE 1 OF 3 f f 1 f f i f i f 1 1 f * ESTIMATE f,ffflf.,llf Received NOV 21 2016 P D I ZZO - 1 �� :, ,.: 1 S �� - r Parr Lumber Co. Marysville 7610 47th Ave NE 425-259-7277 Marysville, WA 98270 Sold To Marysville - contractor cash Colo/Bob & Kathy deck xxxx*+*xxxxxx+xxxxxxxx++ VERIFY! VERIFY! VERIFYI WA , WA ACCT # QUOTE# TERMS ENTERED SLSM EXPIRATION 2810 28002810 Cash Only 10/24/16 2905 11/25/16 ------------------------------------------------------------------------------------------------------------------------- LN# SKU# QTY U/M Description Price Extension ------- ---------------------------------------------------------------------------------------------------------------- 145 19856 1 PKG 5" Ledger Lok Screws 50Pk 47.590 47.59 * 150 5448CEPD 30 EA 5/4x4 81 TK Radius Edge Deck 1345.000/MBF 134.50 * 160 54410CEPD 74 EA 5/4x4 10, TK Radius Edge Deck 1345.000/MBF 414.71 * 170 54412CEPD 61 EA 5/4x4 12, TK Radius Edge Deck 1345.000/MBF 410.23 * 180 54416CEPD 50 EA 5/4x4 16, TK Radius Edge Deck 1345.000/MBF 448.33 * railing 200 DKR198975 3 KT 6lx32.5" WRC Stair Railing Panel 119.750 359.25 * w/Blk Balusters Kit 210 DKR187671 10 PNL 61x32.511 WRC Railing Panel w/Blk 90.790 907.90 * Balusters 220 448CESTK 8 EA 4x4 8' Stk Patio Grade Cedar 2195.000/MBF 187.31 * 230 DKR163602 15 PK Rail Connectors for WRC Railing 14.290 214.35 * Panels w/Blk Balusters #187671DECK 4/PK Sales Type: October 27, 2016 10:33:39 PAGE 2 OF 3 ++++++++++++ * ESTIMATE • ++++++++++++ '> I Parr Lumber Co. Marysville 7610 47th Ave NE 425-259-7277 Marysville, WA 98270 Sold To Marysville - contractor cash Colo/Hob & Kathy deck ************************ VERIFY! VERIFY! VERIFY! WA , WA ACCT # QUOTE# TERMS ENTERED SLSM EXPIRATION 2810 28002810 Cash Only 10/24/16 2905 11/25/16 -------------------------------------------------------------- ----------------------------------------------------------- LN# SKU# QTY U/M Description Price Extension ----------------------------------------------------------------------------- ------------------------------------------- ***TERMS AND CONDITIONS *** If this quote is not accepted by customer on or before the expiration date, this quote and all prices stated herein shall automatically expire and will be rescinded by Parr Lumber. This quote is based on calculations and/or data (including, but not limited to, material lists and product specifications) provided by Customer and the quote assumes, among other things, normal and typical construction techniques and conditions. The actual amount of material used may vary from the quote due to a number of factors. Consequently, Parr Lumber makes no representation or warranty that the actual amount of material used will not vary from this quote. The material list for this job is not warranted for its accuracy, suitability for the intended project, or completeness. Customer acknowledges that Parr Lumber is not liable for the accuracy of the quantities, grades, species, moisture content or any other characteristics of the material list Prices quoted herein are applicable only to the specific quantities of materials explicitly listed in this quote. MOLD WARNING. Mold can occur naturally on lumber from a variety of sources including airborne spores which feed off sugars and starches in wood. Parr Lumber Company MAKES NO REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, WITH REGARD TO THE EXISTENCE OR NON-EXISTENCE OF MOLD ON THE GOODS. Buyer is encouraged to examine the goods and take such precautions as Buyer deems necessary and prudent. Buyer may contact the Western Wood Products Association for information on steps that can be taken to remove any mold that may be present on the wood. It is understood and agreed that Buyer assumes all risk and liability resulting from the use of the goods, whether used singly or in combination with other goods. Parr Lumber Company neither assumes nor authorizes any person to assume for Parr Lumber Company any other liability in connection with the sale or use of the goods. Customer and Parr Lumber agree that facsimile copies will be relied upon as originals. Any changes to these Terms and Conditions require the express written approval of both Customer and Parr Lumber. October 27, 2016 10:33:39 PAGE 3 OF 3 MERCHANDISE: 4447.04 ************ OTHER: 0.00 * ESTIMATE * TAX: 9.100% 404.68 ********•r** FREIGHT: 0.00 *** Actual amounts may vary from this estimate. TOTAL: 4851.72 ('� .� r, i. _ i Permit#: 1220 Permit Date: 11/22/16 Permit Type: ACCESSORY STRUCTURE Project Name: Allison Applicant Name: Robert M Allison Applicant Address: 1015 E Union Street Applicant, City, State, Zip: Arlington,WA 98223 Contact: Robert Allison Phone: 206-930-9166 Email: robtallison@comcast.net Scope of Work: New Deck Valuation: 14500.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/28/2016 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 12 Township 31 Range 05 Quarter NW LA VERNE HEIGHTS BLK 000 D-01 LOT 10 EXC S 30FT THOF CONVYD TO ALLISON ROBERT 910 Undeveloped 00496200001001 1015 E Union St CITY OF ARL PER AFN M/KATHLEEN R (Vacant)Land 1626190 TGW ALL VAC ALLEY ELLIS PL LY ADJ TO&ABTG SD LOT PER ORD 475 REC AFN 1627030 Contractors Contractor Primary Contact Phone Address Contractor Type License License# Colo Painting and 206-913-7553 10003 SE 192nd CONSTRUCTION Labor&COLOPPR844NK Remodeling Street CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status R20.ACCESSORY Stairs over 7-3/4"rise,add 01/13/2017 STRUCTURE blocking over beam,add 01/19/2017 BUILDING Approved FINAL braces at end posts. R20.ACCESSORY Deck footing depth 12/29/2016 STRUCTURE approved.KO 12/27/2016 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 11/22/2016 Deck See red-lined drawings and supplied additional BUILDING information. Fees Fee Description Notes Amount Building Permit Table 4-1 $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 11/28/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/30/2016 Robert Allison 62497925 cc $578.52 Outstanding Balance $0.00 Uploaded Files Date File Name 11/30/2016 1972318-1220 Issued Permit.pdf 11/22/2016 1962810-1220 Plans.pdf 11/22/2016 1962811-1220 Material List.pdf 11/22/2016 1962812-1220 Application.pdf 11/22/2016 1962813-1220 LedgerInfo.pdf Date: 03/12/2026 Permit#: 1220 Permit Date: 11/22/2016 Review Date: 11/22/2016 Permit Type: ACCESSORY STRUCTURE Review Type: Deck Target Date: 11/29/2016 Scheduled Time: 00:00 Completed Date: 11/28/2016 Description: See red-lined drawings and supplied additional information. Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00496200001001 ALLISON ROBERT M/KATHLEEN R ALLISON ROBERT M/KATHLEEN R 2417 258th NE 1015 E Union St Arlington,WA 98223 Zoning: 910 Undeveloped(Vacant) LandLot: 1OBlock: