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HomeMy WebLinkAbout18401 Greenock Ct_BLD6010_2026 .:c ,t northEast side of "T -nt n , n1Y �i - 7 1 ( 1 !�►jr ' T 1 ►Zr� i T� �PI nTTFTr w!r' +i -117 i a East side Flashing re y kv,0 l ' 4 Soo mom J � 7 .r 1 .- - �e ,. � cif i., e� -v+ , - •:i r. a — — Caulking i RESIDENTIAL MISCELLANEOUS APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 This application is required for Residential: Decks,Fences, Hot Tub/Spa, Pools, Retaining Walls and other similar in nature but not specified. See the ASSISTANCE BULLETINS for additional information and requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. REQUIRED DOCUMENTS 0 DECKS • Proof of approved Zoning Verification or Permit Number: • Residential Decks Assistance Bulletin: Complete page 4 • Site plan ❑ FENCES • Type of fencing: • Site Plan ❑ HOT TUB/SPA • Manufacturer's Installation Documents • Site Plan ❑ ABOVE GROUND POOL . Manufacturer's Engineering and Installation Documents • Site Plan ❑ IN GROUND POOL • Manufacturer's Engineering and Installation Documents • Site Plan ❑ RETAINING WALL . Engineered plans • Site Plan ❑ OTHER • Describe: • Site Plan Type of Permit: 0 Deck ❑ Fence ❑ Hot Tub/Spa ❑ Pool ❑ Retaining Wall ❑ Property Address: 18401 Greenock Ct,Arlington,WA 98223 Project Valuation: $10000 Lot#: 59 Parcel ID No.: 00865900005900 Subdivision: Project Scope of work: replace existing deck Primary Contact: ❑ Owner 0 Contractor Owner Name: Taylor Tungseth Home No.: Email Address: ttungdvm@gmail.com Cell No.: 651-246-1979 Mailing Address: 18401 Greenock Ct city: Arlington State: WA Zip: 98223 Contractor Name: Legacy Decking Office No.: Email Address: ilia@ipdesign.group Cell No.: 425-212-7740 Mailing Address: 6105 48TH ST NE City: Marysville State: WA Zip: 98270 L&I Contractor License Number: LEGACDL775QP Expiration Date: 11/17/2025 I hereby certify that I am the ❑ Owner 0 Contractor and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington,and the City ofArlington. I P Ilia Petrenko 05/17/2024 Signature Print Name Date SAVE PRINT M N PROJECT SUMMARY co a REPLACE EXISTING REAR DECK LIVE LOAD roe PSF RAILINra 3ro" 28'X24' - 450 50.FT. C i a � U PROJECT INFORMATION W N � 0 v OWNER: F- Iq V TAYLOR TUNG!5ETH W i N LV (D (ro51) 24ro 1919 Z 0 ^ r) PROJECT ADDRESS � O � 18401 GREENOCK CT, ARLINGTON, WA 98223 O D � ix d co GENERAL NOTES c; c -0 0 � C 1. IT IS SUGGESTED THAT CONTRACTOR VISIT THE PROJECT SITE PRIOR TO BIDDING TO BECOME E N 6- FAMILIAR WITH THE EXISTING SITE CONDITIONS. p a +; 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO THE c a START OF WORK. NOTIFY THE ARCHITECT OF ANY SIGNIFICANT CHANGES IN DIMENSIONS OR C 4 r i CONDITIONS. 3. ALL WORK SHALL BE PERFORMED 5Y SKILLED WORKERS IN A WORKMANLIKE AND a a v PROFESSIONAL MANNER CONSISTENT WITH INDUSTRY STANDARDS. a a a 4. MATERIALS AND COMPONENTS AS SPECIFIED CONSTITUTE A STANDARD OF QUALITY 0 0 � � z CO I ERI NCB 5UILDING CODES Y � C�� 2 z W � a w o (D U a ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING MUNICIPALITY ADOPTED CODES AND U a � W ORDINANCES. w @ INTERNATIONAL RESIDENTIAL /BUILDING CODE: 2021 J � Page 1/4 DECK ATTACHMENT FOR EXISTING CANTILEVER WALL SHEATHING SIDING M FLASHING FOR N WATER TIGHTNESS N co DEC 12'-0" a APPROVED JOIST HANGER C DECK O JOI5T }1 2X LEDGER WITH FASTENERS FLOOR JOIST IN ACCORDANCE WITH TABLE R501.2 C L Ena E � SIDING LAG SCREW OR BOLT N STAGGER FASTENERS IN 2 ROWS N 0) a0 F � r EXISTING HOUSE titi0� } U ; m� =; XXX W L N W LEDGER rc O r) r MINIMUM EDGE DISTANCE FOR z �\ O LAG SCREW SPECIALIZED SCREWS.SEE ` OR BOLT MANUFACTURER'S TECHNICAL F /\ BULLETIN Y I N •DISTANCE CAN BE REDUCED TO 4)'IF LAG SCREWS ARE USED DECK ATTACHMENT FOR LATERAL LOADS OR IF BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH LEDGERS i0 2XS SAND JOISTS SHEATHING •O •O /"-SIDING c FLASHING FOR O -a -a WATER TIGHTNESS c c c O O O a DECK E m w 0- APPROVED O a)_O O 41-J JOIST HANGER - a a (n N I 2X LEDGER WITH FASTENERS r N M 44 FLOOR JOIST IN ACCORDANCE WITH TABLE R5el.2 T007 HOLD-DOWN DEVICE MIN l50 LB. CAPACITY AT 4 LOCATIONS,EVENLY DISTR15UTED O O O O ALONG DECK AND ONE WITHIN 24"OF EACH a a a a END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER, A FULLY THREADED Ya" O DIAMETER LAG SCREW V PREDRILLED W/MIN 3" 0) PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER z C z U Y cl) in w 4'-0° 11'-0" CENTER TO CENTER POST SPACING W 'a ((0' PANEL)12" ±3/a' 0 V 5/8"X19GA PICKET 2"SO PRESSED 0 I"XIIGA RAIL a DOME GAP ^, W FLOOR PLAN Tr IZ (D @) J LU rn LU J '� m = "' m o � v p cL � � Q z � POST BASE COVER(2 PGS) page 2/4 36"MINIMUM HIGH GUARD WITH INTERMEDIATE RAILS SPACED SO THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH EXISTING BUILDING M N FLASHING DECKING co 0) Q / BEAM C POST-TO BEAM O HANGER 4-J 6X(o POST--NJ0) IT o C w z a aa a a000m 4X10 BEAM N,-o me n, 0 }af En In9o-WLW W W5pzoU _mwarcz Q (N d Q r z�uw=w Iv Q POST /� U W V/ ZWWFxfifl wU p /V/'� !L x z z Z 6X6 F EXISTING HOUSE I` POST HANGER W Lp N � 0 O00 Z n FINISHED GRADE � /O GROUND SCREW O H % rT — 6X6 POST 11 I�I I ll - - - 1 D 0 N N cXv 6X6 POST I l IN. I I�INI�I I�I 4-J C MIBX�.S 6H � N � ifs 2X8 P.T. 01(o" O.G. p C C 0 F4><14a BEAM I c a a En N I s ^�, N A M` te A` N 4XI0 BEAM NOTES: e W N N 6X6 POST 6X6 POST 6X6 POST THE ICC-ES PRODUCT-CERTIFICATION SYSTEM INCLUDES EVALUATING GROUND SCREW D D 0 0 REPORTS OF TESTS OF STANDARD MANUFACTURED PRODUCT, ^ ^ ^ ^ 6X6 POST SGC abs 1200 bee 2eee PREPARED BY ACCREDITED TESTING LABORATORIES AND PROVIDED Li Li Li LL BY THE LISTEE,TO VERIFY COMPLIANCE WITH APPLICABLE CODES AND SCREW LENGTH 34.01' 41.24" 63" 1a.14" STANDARDS.THE SYSTEM ALSO INVOLVES FACTORY INSPECTIONS,AND OUTER DIAMETER I ASSESSMENT AND SURVEILLANCE OF THE LISTEES QUALITY SYSTEM. PLATE DIAMETER l.al° THE SGC ADAPTER GROUND SCREWS CONSIST OF A TUBULAR STEEL p 6X6 POST COMPRESS ON GAPAQTT,LBF 3035 5629 labs 1e116 SHAFT,WITH ONE END FORMED INTO A CONE,WITH A SINGLE CONTINUOUS HELICAL-SHAPED SCREW THREAD,EXTENDING ALONG THE ENTIRETY OF 4X10 BEAM =� TENSILE CAPACITY,LBF Isla 2b10 4533 s32S THE CONED-TIP UP ON TO THE SHAFT.THE TOP OF THE SHAFT COMES CAPACITY,LBF lal 1349 1911 3260 WITH AFACTORY-WELDED BRACKET WITH PREDRILLED HOLES.THE SGX 6X6 LATERAL POST MODEL GROUND SCREWS COME IN THREE PIECES WHICH ARE BOLTED ( C TOGETHER.THE SHAFT AND BRACKETS ARE MADE FROM STRUCTURAL z STEEL COMPLYING WITH EITHER GB/T l00 02355 OR ISO 630 GRADE FE 360A. 4X10 BEAM NOTES V Q w 4'-0" II'-0° 0 V FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF d 28'-0" HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL, > — SILICON BRONZE OR COATING WEIGHTS FOR ZINC-COATED U > FASTENERS SHALL BE IN ACCORDANCE WITH ASTM AI53. R311.3 N FRAMING PLAN WHERE HE ADJACENT SURFACE OR GRADE IS 30"OR MORE W rn BELOW GUARD(S)A 36"IN HEIGHT SHALL J • � RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ANY B DIRECTION AT THE TOP. INFILL ELEMENTS SHALL RE51ST A 0 HORIZONTAL LOAD OF Be POUNDS OVER A ONE SQUARE FOOT 70 AREA AND BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE.R301.5/R312 STAIR RISERS SHALL BE 1 3/a'MAX. TREAD DEPTH SHALL BE 10" MIN. RISER HEIGHT AND TREAD DEPTH MUST NOT VARY BY MORE THAN RI T R311. page 3/4 OPEN RISERS TO RESTRICT PASSAGE OF 4"SPHERE. R311.1.5.1 M N N N co 07 UJ E 0 c gg CP_ Q (n *' CJ �- w U v�i p 0 a 0)0 Q a ° OWNER: c~i ° TAYLOR TUNGSETH Lu z o `� � ° 0 a EXISTING HOUSE Cro51) 2�(0 19�9 coDRIVE O 0_ PROJECT ADDRESS: 18401 GREENOCK CT, ARLINGTON, WA 98223 DECK PARCEL NUM5ER: ee8,'o59eeee59ee (A En PROPERTY DESCRIPTION: SECTION 23 TOWNSHIP 31 RANGE e5 v QUARTER NE GLENEAGLE SECTOR III A BLK eee D-ee LOT 59 0 TGW EQ UND 1/3RD INT IN TR C +� c c c ,0 aaaa 2$ Ecc � caain '-0 m m m m �2 wa� rna� aaaa IMPERVIOUS SURFACES EXISTING HOUSE, GARAGE 2100 SQF DECK: 480 SQF TOTAL: 3180 SQF LOT AREA: 9583 SQF COVERAGE: 3180 5QF/9583 SQF = 33% BUILDING HEIGHT: 20' STORIES 2 0 (D W t<_ 0 Q Will U @JD � SITE PLAN Page 4/4 RESIDENTIAL DECKS #21 Please complete each item below (ft. = feet / in = inches D F G � E C A -�H 1 I B A. Span of joists: 9 ft. 5 in F. Size of joist: 2 in x 8 in On center spacing: 16 G. Ledger lag screw or bolt spacing: 8 in B. Height of posts: 8 ft. in Ledger lag screw or bolt diameter: 5/16 in C. Span of support beam: 7 ft. 4 in Ledger lag screw or bolt length: 4 in D. Size of support beam: 4 in x 10 in H. Footing size: in x in E. Size of post: 6 in x 6 in We use special ground screws (34.07" length) instead of concrete footings. REV2022 City of Arlington P age 14 18204 59 h Ave. Arlington,WA 98223 REVIEW COMMENT FORM • (360) 403-3500 Project Name: Taylor Tungseth/ Deck Permit No.: 6010 Review Date: 06/13/24 Contact: Ilia Petrenko Phone No.: 425-343-8942 Review Phase: Report Date: Reviewing Dept.: BLDG. KO. ilia@ipdesign.group Applicant: ilia@ipdesign.group DWG Issue Date: # Rev. Dwg. or Add'I Ref. Comment Response/Resolution City Spec. Ref. Checkoff 1. Page 3 Framing Deck Joist spans exceed maximum allowable joist span plan per ICC.Table R507,6 2. Page 3 Detail Provide ICC verification for alternative materials,design and methods of construction and equipment regarding use of Ground Screw 3. Page 1,2,3 Provide Diagonal Bracing detail for required posts 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Pagel of 2 Ic 0 a 0 Q d - Cn v F Z3 ET � ono r 7' CL II II N O- !2 Q r D (C CD W too < A � w N.p o d O O O CD m• o a s 0) C 7 O y.� I I I I 0- �' O CO . 7 6 - A . In . 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R. . w i.,. w cD a C7 OrQ p 0 CL O Z � t,C � n CD w .y 0• r O V crw n• 00 0. = CD w a a 0. n � '-' o ow CD co Z 3 p' o .,: w 0• a �,•, �' o ofD o �• r. aq CD m m m �`=' 2' w a: 'p w c� w aq cD , cn N 0 � ? CAD ~ Q' = O w Oro 0 CD m r. Q. �, o o D CD w " CCD � o CD a o' ICC EVALUATION ~ SERVICE' ' 0 _ www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® ICC-ES Listing Report Issued January 2024 ESL-1584 This listing is subject to renewal in January 2025. CSI: DIVISION: 31 00 00—EARTHWORK Section: 31 63 00—Bored Piles Product Certification System: The ICC-ES product-certification system includes evaluating reports of tests of standard manufactured product, prepared by accredited testing laboratories and provided by the listee, to verify compliance with applicable codes and standards. The system also involves factory inspections, and assessment and surveillance of the listee's quality system. Product: SGU BEAM, SGS POST, SGC ADAPTER AND SGX MODEL GROUND SCREWS Listee: SLUTA GRAV AB Evaluation: The SGU Beam, SGS Post and SGC Adapter Ground Screws consist of a tubular steel shaft, with one end formed into a cone, with a single continuous helical-shaped screw thread, extending along the entirety of the coned-tip up on to the shaft. The top of the shaft comes with a factory-welded bracket with predrilled holes. The SGX model ground screws come in three pieces as shown in Figures 6,7 and 8 which are bolted together. The shaft and brackets described in Table 1 are made from structural steel complying with either GB/T 700 Q235B or ISO 630 Grade Fe 360A. See Figures 1 through 8 of this listing report for additional product information. The ground screws described in Figures 1 through 5 as described in this listing report were evaluated based on axial compression and axial tension testing of the full-size ground screws using test equipment complying with the following standard: ■ ISO 7500-1: 2018 Metallic Materials — Calibration and Verification of Static Uniaxial Testing Machines, Part 1:Tension/Compression Testing Machines, ISO International Standard Findings: The ultimate axial tension and ultimate axial compression load values for the SGU Beam,SGS Post and SGC Adapter Ground Screws, are shown in Tables 2 and 3 of this listing report. Identification: 1. The ICC-ES mark of conformity, electronic labeling, or the listing report number(ICC-ES ESL-1584), and when applicable,the ICC-ES Listing Mark, along with the name, registered trademark, or registered logo of the listee must be included in the product label. 2. In addition, packaging of the SGU Beam, SGS Post,SGC Adapter and SGX Model Ground Screws carry a label indicating the manufacturer's address, and the product name. 3. The report holder's contact information is the following: SLUTA GRAV AB GRUSTAGSGATAN1C HELSINGBORG, 25465 SWEDEN 010-110 34 02 info(a_stopdigginq-groundscrew.com Installation: The product must be installed in accordance with the Sluta Grav AB published installation instructions and applicable codes. Listings 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 listing or a recommendation for its use. There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or i 1. other matter in this listing,or as to any product covered by the listing. 11� !A Copyright©2024 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 8 ESL-1584 I Most Widely Accepted and Trusted Page 2 of 8 Conditions of listing: 1. The listing addresses only conformance with the standards and code sections noted above. 2. Approval of the product's use is the sole responsibility of the local code official. 3. The listing applies only to the materials tested and as submitted for review by ICC-ES. 4. The ultimate load capacity values reported in Table 2 and 3 are not intended to be used as design values. Design values based on a safety factor may be established by the registered design professional and approved by the authority having jurisdiction. 5. Installation of ground screws to supported structural elements and soil are outside the scope of this listing report. 6. Sluta Grav AB ground screws as described in this listing report are manufactured under a quality control program with inspections by ICC-ES. TABLE 1 —GROUND SCREW MODELS GROUND SCREW MODEL CORRESPONDING FIGURE SGU Beam Screw 68x765 See Figure 1 SGS Post Screw 95x935 See Figure 2 SGC Adapter Screw 76x865 See Figure 3 SGC Adapter Screw 76x1200 See Figure 4 SGC Adapter Screw 76x1600 See Figure 5 SGX Head 76 M20' See Figure 6 SGX Ext 76x1000' See Figure 7 SGX Tip 76x2000' See Figure 8 For Imperial: 1 mm=0.0394 inch 'SGX models have not been tested for axial tension or compression load capacities. TABLE 2—GROUND SCREW ULTIMATE AXIAL TENSION LOAD CAPACITY' GROUND QUANTITY AND SIZE OF SCREW BOLT/SCREWS USED TO ULTIMATE LOAD MODELS ATTACH BRACKET TO (kN) TIMBER SUPPORT SGU 68x765 Six(6)M10 by 90 mm Coach 32.2 Screws Three(3) M10 Standard SGU 68x765 Engineering Through Bolts with 67.4 matching nuts Five (5)M10 Standard SGU 68x765 Engineering Through Bolts with 61.8 matching nuts Three(3) M10 Standard SGS 95x935 Engineering Through Bolts with 50.7 matching nuts Three(3) M10 Standard SGS 95x935 Engineering Through Bolts with 55.8 matching nuts SGC 76x865, Four(4)M12 Standard 76x1200, Engineering Through Bolts with 75.5 76x1600 matching nuts For Imperial: 1 mm=0.0394 inch, 1 kN =224.8 Ibf 'Tabulated ultimate load values based on testing of full-size ground screws. The top of the ground screws (bracket) is fastened to a timber member as indicated in the table. The bottom of the ground screw(tip)is clamped to the test fixture. ESL-1584 I Most Widely Accepted and Trusted Page 3 of 8 TABLE 3—GROUND SCREW ULTIMATE AXIAL COMPRESSION LOAD CAPACITY' GROUND GROUND SCREW SCREW UNSUPPORTED LENGTH ULTIMATE LOAD(kN) MODEL (MM) SGC 76x865 865 212.5 For Imperial: 1 mm=0.0394 inch, 1 kN =224.8 Ibf 'Tabulated ultimate load values based on testing of full-size ground screws. The top of the ground screws (bracket)is bearing on test fixture. The bottom of the ground screw(tip)is clamped to the test fixture. 80 765 55 280 — — J OO O O O 13 co 40 I--2 N �' 4 Head details 14 5 RS 21 21 o- -o I N Notes: —O- 96 N 1. No burr,sharp points,no zinc slag —+ 2. Gas shield welding,smooth welding line M 3. Tolerance: ISO 2768-1: 1989,Class C 4. Unless specified under"Surface", hot dip galvanized(HDG)according to ISO 1461. 51 5. Dimensions in the drawing are before hot dip galvanization I I I I I FIGURE 1. SGU 68x765 H95x100 v4(dimensions shown in millimeters) ESL-1584 I Most Widely Accepted and Trusted Page 4 of 8 730 80 280 See head details 55 240 O O O J713 40 2 N cc 4 30 Head details n I I 5 n "All LM 10+ ^ Notes: 96 Ln I N 1. No burr,sharp points,no zinc slag 2. Gas shield welding,smooth welding line O 3. Tolerance: ISO 2768-1: 1989,Class C 4. Unless specified under"Surface",hot dip r-Z galvanized(HDG)according to ISO 1461. 5. Dimensions in the drawing are before hot dip galvanization 51 \ I I I I I I FIGURE 2. SGS 95x935 v2 (dimensions shown in millimeters) ESL-1584 I Most Widely Accepted and Trusted Page 5 of 8 865 80 300 480 M20x See head details 55 13 60 3 — I" — v--� --------- n 6 200 22.go Notes: 's, k + ,.\ 1. No burr,sharp points,no zinc slag 2. Gas shield welding,smooth welding line / x \ 3. Tolerance:ISO 2768-1: 1989,Class C k 4. Unless specified under"Surface",hot dip galvanized wzz (HDG)according to ISO 1461. + +�+ 5. Dimensions in the drawing are before hot dip a10 esa galvanization k 015 x + k 0 8 S do O FIGURE 3. SGC 76x865 H2O0 v7(dimensions shown in millimeters) ESL-1584 I Most Widely Accepted and Trusted Page 6 of 8 1200 840 70 250 65 1 r 31 60 6 . 0200 7L�' M20x2.5 6H Notes: 22.5° yo° 1. No burr,sharp points,no zinc slag 2. Gas shield welding,smooth welding line 3. Tolerance:ISO 2768-1: 1989,Class C 4. Unless specified under"Surface",hot dip galvanized (HDG)according to ISO 1461. reins 5. Dimensions in the drawing are before hot dip 8 galvanization 15 FIGURE 4.SGC 76x1200 H200 v8(dimensions shown in millimeters) ESL-1584 I Most Widely Accepted and Trusted Page 7 of 8 70 250 65 - r � i 31 0200 M20x2.5 6H Notes: 22.5' 1. No burr or sharp points 05 oti �5 2. Gas shield welding,smooth welding line + 1 * o' 3. Tolerance: ISO 2768-1: 1989,Class C 01zo 4. Unless specified under"Surface", hot dip galvanized HDG according to ISO 1461. +nios 9 ( ) 9 5. Dimensions in the drawing are before hot dip o58 galvanization o T+T fix ml �s FIGURE 5. SGC 76x1600 H2O0 v8(dimensions shown in millimeters) 300 8 45 50 50 50 50 55 rn I I I I I o u+ M20x2.5 6H —/1/11/1, 6 ' Head details 1:4 Notes: 1. No burr or sharp points 2. Gas shield welding,smooth welding line t 3. Tolerance: ISO 2768-1: 1989,Class C 4. Unless specified under"Surface",hot dip galvanized (HDG)according to ISO 1461. 5. Dimensions in the drawing are before hot dip o galvanization FIGURE 6. SGX Head 76 M20 v7 (dimensions shown in millimeters) ESL-1584 I Most Widely Accepted and Trusted Page 8 of 8 180 1000 g�9 120 250 $z 50 50 s ----jj ------- Go —�—®— W —�— — 25 50 55 50 50 3 v 67- Notes: 1. No burr or sharp points 2. Gas shield welding,smooth welding line 3. Tolerance:ISO 2768-1: 1989,Class C 4. Unless specified under"Surface",hot dip galvanized (HDG)according to ISO 1461. 5. Dimensions in the drawing are before hot dip galvanization FIGURE 7. SGX Ext 76x1000 v4(dimensions shown in millimeters) 2000 1500 70 250 3:" 50 50 50 Notes: 1. No burr or sharp points 2. Gas shield welding,smooth welding line 3. Tolerance:ISO 2768-1: 1989,Class C 4. Unless specified under"Surface",hot dip galvanized (HDG)according to ISO 1461. 5. Dimensions in the drawing are before hot dip galvanization FIGURE 8. SGX Tip 76x2000 v3(dimensions shown in millimeters) From: Ilia Petrenko To: Ameresia Lawlis Subject: Re:Taylor TUNGSETH BLD-6010 Date: Friday,June 14,2024 8:02:13 AM Attachments: image001.ona Taylor Tunaseth BLD-6010 corrections.adf Listing Report ICC-ES—E-5-L-1584.odf This message is from an External Sender This message came from outside the City of Arlington I have corrected the drawings for the project. However, I am wondering if this document is suitable for use with ground screws. Please let me know if you have any questions. On Thu, Jun 13, 2024 at 3:46 PM Ameresia Lawlis <alawlis o,arlingtonwa.gov>wrote: Good afternoon, Please see the attached review comments for 18401 Greenock Crt, Arlington, WA 98223. Sincerely, foAmeresia Lawlis Arlington Community&Economic Development 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3548 alawlis&arlingtonwa.gov I www.arlingionwa.gov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. DECK ATTACHMENT FOR EXI5TING CANTILEVER WALL SHEATHING SIDING M FLASHING FOR N WATER TIGHTNESS N co DEC APPROVED JOIST HANGER C DECK 0 JOI5T }1 2X LEDGER WITH FASTENERS FLOOR JOIST IN ACCORDANCE WITH TABLE R501.2 C L E a E � SIDING LAG SCREW OR BOLT N STAGGER FASTENERS IN 2 ROWS N 0) a0 �� F r r- W EXISTING HOUSE 4_ 0 a H q o ;=; m� XXX W L N W LEDGER rc O r) r MINIMUM EDGE DISTANCE FOR z �\ O LAG SCREW SPECIALIZED SCREWS.SEE ` OR BOLT MANUFACTURER'S TECHNICAL F L/\ BULLETIN Y -DISTANCE CAN BE REDUCED TO 4)'IF LAG SCREWS ARE USED DECK ATTACHMENT FOR LATERAL LOADS OR IF BOLT SPACING IS REDUCED i0 THAT OF LAG SCREWS TO ATTACH LEDGERS i0 2XS SAND JOISTS SHEATHING •� •� SIDING c FLASHING FOR 0 WATER TIGHTNESS c c c DECK Ecncn � APPROVED 0 0 _ _JOIST HANGER c a a (n il) 1002X LEDGER WITH FASTENERS r N M 44 FLOOR JOIST IN ACCORDANCE WITH TABLE R501.2 00) 0) 0) 0) A` A` HOLD-DOWN DEVICE MIN 150 LB. CAPACITY AT 4 LOCATIONS,EVENLY DISTRIBUTED 0 0 0 0 ALONG DECK AND ONE WITHIN 24"OF EACH d d d a END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER, A FULLY THREADED Ya" 0 DIAMETER LAG SCREW V PREDRILLED W/MIN 3" PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER z z 4'-9" II'-9" U 0 z LLI CENTER TO CENTER POST SPACING POST TO BEAM CONNECTION J1 KNEE BRACE Lu (ro PANEL)12" +%' V o u 0- OR Y,THE HEIGHT OF THE POST, 5/8'XISGA PICKET 2"SQ PRESSED WHICHEVER IS GREATER\DOME CAP W 2' MIN V I'"XI,GA RAIL a ^, Jim FLOOR PLAN MF . 0 W @ � z z J �m a)� e5 '� 4) v of z �- cp Q Z ALTERNATE KNEE BRACE DETAIL 4ti d) 2X4 KNEE BRACE FACE NAILED EACH SIDE OF POST AND BEAM 4'SQ 3�a NALS OR LAG SC WITH EACHDFACIE AND CONNECTEION '^ POST BASE COVER(2 PCS) Page 2/4 36"MINIMUM HIGH GUARD WITH INTERMEDIATE RAILS SPACED SO THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH EXISTING BUILDING N FLASHING DECKING co 0) / POST-TO BEAM BEAM O HANGER 41-J 6X6 POST 0) o w z a a a 4X12 BEAM �pzpm N prp� I_ Nl7W NWT V) ���R�L (�In 0-WL W w5OU i wmwZ arcO z i zzw1=Qw� POST /� U W N W'J W V/ O Z W W r W V /V/�` Q Q Wpup3 6X6 POST F EXI5TING HOUSE I` POST HANGER W L_ N Lu O � n �GROUND SCREW FINISHED GRADE O % a 37 �w a a 6X6 POST = _ _ - cXv 'n 6X6 POST 3a e5' MIBX�.a 6H E N w 0- F.T. @1�0�1 0.C. p C C 0 4XI2 BEAM c a a cn I ;p 4XI2 BEAM 6X6 PO t 6X6 POST 6X6 POST m ^rN,, A``M A`4 NOTES: e W, ^W W W 6X6 POST 0) 0) 0) 0) GROUND SCREW THE ICC-ES PRODUCT-CERTIFICATION SYSTEM INCLUDES EVALUATING D D 0 0 REPORTS OF TESTS OF STANDARD MANUFACTURED PRODUCT,—FF ^ ^ ^ ^ `j PREPARED BY ACCREDITED TESTING LABORATORIES AND PROVIDED Li Li Li LL SGG a*s l2ee 1699 2eee BY THE LISTEE,TO VERIFY COMPLIANCE WITH APPLICABLE CODES AND SCREW LENGTH 34.01' 41.24" 63" ie ia" STANDARDS.THE SYSTEM ALSO INVOLVES FACTORY INSPECTIONS,AND OUTER DIAMETER 3" ASSESSMENT AND SURVEILLANCE OF THE LISTEES QUALITY SYSTEM. 6X6 POST PLATE DIAMETER i.ai° THE SGC ADAPTER GROUND SCREWS CONSIST OF A TUBULAR STEEL 4X10 BEAM COMPRESSION CAPACITY,LBF 3035 5*20 is&6 loll* SHAFT,WITH ONE END FORMED INTO A CONE,WITH A SINGLE CONTINUOUS Q `� HELICAL-SHAPED SCREW THREAD,EXTENDING ALONG THE ENTIRETY OF V TENSILE CAPACITY,LBF 1514 2810 4533 s32e THE CONED-TIP UP ON TO THE SHAFT.THE TOP OF THE SHAFT COMES 4 y6X6 POST LATERAL CAPACITY,LBF 151 1345 1511 32*9 WITH AFACTORY-WELDED BRACKET WITH PREDRILLED HOLES.THE SGXIq 0 MODEL GROUND SCREWS COME IN THREE PIECES WHICH ARE BOLTED TOGETHER.THE SHAFT AND BRACKETS ARE MADE FROM STRUCTURAL Z STEEL COMPLYING WITH EITHER GB/T lee 02355 OR ISO 639 GRADE FE z N 366A. 4XIO BEAM NOTES U N Q z w L u 'a FASTENERS FOR PRESERVATIVE-TREATED AND 0 V (D Y FIRE-RETARDANT-TREATED WOOD SHALL BE OF V a HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL, > uj — SILICON BRONZE OR COATING WEIGHTS FOR ZINC-COATED U III FASTENERS SHALL BE IN ACCORDANCE WITH ASTM AI53. R311.3 Q UI @ N FRAMING PLAN WHERE HE ADJACENT SURFACE OR GRADE IS 30"OR MORE W 7U .2) BELOW GUARD(S)A 36"IN HEIGHT SHALL J • w RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ANY > 4) DIRECTION AT THE TOP. INFILL ELEMENTS SHALL RE51ST A 0 HORIZONTAL LOAD OF Be POUNDS OVER A ONE SQUARE FOOT 7u AREA AND BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE.R301.5/R312 STAIR RISERS SHALL BE 1 3/4�MAX. TREAD DEPTH SHALL BE 10" MIN. RISER HEIGHT AND TREAD DEPTH MUST NOT VARY BY MORE THAN RI T 1 R311. page 3/4 OPEN RISERS TO RESTRICT PASSAGE OF 4"SPHERE. R311. .5.1 DECK ATTACHMENT FOR EXI5TING CANTILEVER WALL SHEATHING SIDING M FLASHING FOR N WATER TIGHTNESS N co DEC APPROVED JOIST HANGER C DECK Q JOI5T }1 0) FLOOR JOI5T GRK 5/16-IN X 4-IN LAG SCREW 0 12"O.C. C L E a En SIDING GRK 5/16-IN X 4-IN LAG SCREW Lu 4-J a STAGGER FASTENERS IN 2 ROWS N 0) Q 0 F � r EXISTING HOUSE 4-19 } U • m� XXX W L N W LEDGER rc O r) r MINIMUM EDGE DISTANCE FOR z �\ O LAG SCREW SPECIALIZED SCREWS.SEE ` OR BOLT MANUFACTURER'S TECHNICAL F L/\ BULLETIN Y 0 H % d Pro- •DISTANCE CAN BE REDUCED TO 4)'IF LAG SCREWS ARE USED DECK ATTACHMENT FOR LATERAL LOADS OR IF BOLT SPACING IS REDUCED i0 THAT OF LAG SCREWS TO ATTACH LEDGERS i0 2XS SAND JOISTS SHEATHING •D •0 SIDING Q) QD r- FLASHING FOR O -a -a WATER TIGHTNESS c c c DECK Ecncn � APPROVED 0 _ _JOIST HANGER c a a (n il) GRK 5/16-IN X 4-IN LAG SCREW 6%12"O.C. r N M 44 FLOOR JOIST N N o 0 0) 0) 0) 0) HOLD-DOWN DEVICE MIN 150 LB. CAPACITY, d d d a EvENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. O V z .� Z Y � 4'-9" II'-9" U c z LLI CENTER TO CENTER POST SPACINGPOST TO BEAM CONNECTION J1 KNEE BRACE Lu (ro PANEL)12" +%' V �' OR Y,THE HEIGHT OF THE POST, a 5/8'XISGA PICKET 2"SQ PRESSED WHICHEVER IS GREATER\DOME CAP W 2' MIN V I'XI,GA RAIL a ^, Jim FLOOR PLAN MF � 0 @ 3: z z J e5 4) Lu v 6) di z �- cp Q Z ALTERNATE KNEE BRACE DETAIL 4ti d) 2X4 KNEE BRACE FACE NAILED Jr 4- EACH SIDE OF POST AND BEAM OR LAG SCREWS 4'SQ 3�a WAT EACHDFACIE AND CONNECTION '^ POST BASE COVER(2 PCS) Page 2/4 36"MINIMUM HIGH GUARD WITH INTERMEDIATE RAILS SPACED SO THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH EXISTING BUILDING N FLASHING DECKING co 0) / BEAM C 'i POST-TO BEAM O HANGER 41-J o Cw a L a a `� Nl7W NW3 4XI2 BEAM w z En v, I-0Rb� In 0Wd w 5 w W OZOU wm0- O�V NdQ z��w=Qw� POST /� 0) U w N w,J V/ � O 6X6 POST EXISTING HOUSE POST HANGER W L N W 0 u z ° r o O GROUND SCREW > O FINISHED GRADE cv _s ,, - - O F T a Fo i N �w 6X6 POST z — _� 6X6 POST C C 2X8 P.T. (a12 0.C. El MIBX�.a 6H � N � ifs C C N 0 0 0 41-J iA 4XI2 BEAM c a a cn 4XI2 BEAM 6X6 POSt 6X6 POST 6X6 POST 6X6 POST NOTES: e W W W W gr GROUND SCREW THE ICC-ES PRODUCT-CERTIFICATION SYSTEM INCLUDES EVALUATING REPORTS OF TESTS OF STANDARD MANUFACTURED PRODUCT, ^ ^ ^ ^ 1-7PREPARED BY ACCREDITED TESTING LABORATORIES AND PROVIDED Li Li Li LL SGG abs izee Ibee zees BY THE LISTEE,TO VERIFY COMPLIANCE WITH APPLICABLE CODES AND SCREW LENGTH 34.01' 41.24" 63" 1a.14" STANDARDS.THE SYSTEM ALSO INVOLVES FACTORY INSPECTIONS,AND OUTER DIAMETER 3" ASSESSMENT AND SURVEILLANCE OF THE LISTEES QUALITY SYSTEM. 6X6 POST PLATE DIAMETER l.al° THE SGC ADAPTER GROUND SCREWS CONSIST OF A TUBULAR STEEL 4XI0 BEAM COMPRESS ON GAPAQTT,LBF 3935 5620 labs eub SHAFT,WITH ONE END FORMED INTO A CONE,WITH A SINGLE CONTINUOUS Q `� HELICAL-SHAPED SCREW THREAD,EXTENDING ALONG THE ENTIRETY OF V TENSILE CAPACITY,LBF Isla 281e 1 4533 size THE CONED-TIP UP ON TO THE SHAFT.THE TOP OF THE SHAFT COMES 6X6 POST LATERAL CAPACITY,LBF al ae su 3zbe WITH A FACTORY-WELDED BRACKET WITH PREDRILLED HOLES.THE SGX IS_2MODEL GROUND SCREWS COME IN THREE PIECES WHICH ARE BOLTED TOGETHER.THE SHAFT AND BRACKETS ARE MADE FROM STRUCTURAL C Z STEEL COMPLYING WITH EITHER GB/T lee 02355 OR ISO 639 GRADE FE z N 366A. 4XIO BEAM NOTES: U N Q z w Lu FASTENERS FOR PRESERVATIVE-TREATED AND 0 V Y FIRE-RETARDANT-TREATED WOOD SHALL BE OF u V a HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL, Lu — SILICON BRONZE OR COATING WEIGHTS FOR ZINC-COATED U III FASTENERS SHALL BE IN ACCORDANCE WITH ASTM AI53. R311.3 Q UI @ N FRAMING PLAN WHERE HE ADJACENT SURFACE OR GRADE IS 30"OR MORE W .2) BELOW GUARD(S)A 36"IN HEIGHT SHALL J • (A RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ANY > 4) DIRECTION AT THE TOP. INFILL ELEMENTS SHALL RE51ST A 0 HORIZONTAL LOAD OF Be POUNDS OVER A ONE SQUARE FOOT 70 AREA AND BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE.R301.5/R312 STAIR RISERS SHALL BE 1 3/4�MAX. TREAD DEPTH SHALL BE 10" MIN. RISER HEIGHT AND TREAD DEPTH MUST NOT VARY BY MORE THAN RI T 1 R311. page 3/4 OPEN RISERS TO RESTRICT PASSAGE OF 4"SPHERE. R311. .5.1 TN-D I S 3 Cl&,'d I Aq pouBisep gZ6VM ems p¥'o310oaJE)LOVSL Oml DES 7 ■s daaV 133 Cod uold a S 2 a o Mma p o s md:a o s&9 z < g� m u jowAN M a w ma6njolAo1 o$@paAoK)Bm#map 3Nmo ON133 AOV03 O � Q 3 9 © k \ k § LU / k ■ . mo 2 0 ■ ƒ L L o § § W �2, 2 W - r§§ n o LLI e 2 U , e & ■ « \�)jk�)f § a k § (\}k §�\o■ o o/\!; * 2 w z o § § 2 n q § 2 ZI E � _ L § < } dIL \ ) a R Jn \ o z LLI 2 « v f - t « d) Ul 09 O � k L § 2 / -3kb L $ / - aZ d) aL ~zjZ0 / R -9 Q § ZLL § T / I 7 q $ � 2b / K32 k § w � � --- -_ § d \ A & T) k k � 42 EZE 0 u . w � I / 22 � Q « § Fd ¢ © bL) } § z K d 0 / \ � � QZ :r k § � 2 / � � elm $ IkK Kaa I � a \ j /� \ a3b © © 3 LU aw vz ® � A ~ (ya < Lu t � Q k W LU = 2wQ§ a0- + 0 aK / DECK ATTACHMENT FOR EG9TING CANTILEVER WALL §.A.TE-- N mO ..+�.wO Wav•�Y OC C Q r/1 43 U U L W O O c a aci Eb5TING HOUSE ~ =_•A W~T W(7 . >: ,� err o F0— a DECK ATTACHMENT FOR LATERAL LCAD5 tll N is ip+ C )� C C EmuLa ,T N woo caarn - ..,n•-N x.�.N ua ecneu.�r o.L �i�i r'fi a m m m m qa 0aa0 a a a a u dr }c z U d aZ —TER t0 LT_wTG"'t 9PAGNG P05T TO BEAM C CTTON W/KNEE BRACE W� �ww•) Q �' V Y L.•-.weu r,�• Y O U G ui a a@) Jo a FLOOR PLAN m 9 LU v -� m � Page 2/4 CITY OF ARLINGTONj`ID BUILDING DEPARTMENT RE C APPROVED SUN 2 2024 DATE- �'- Sy &2 - NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR ��SQ� .rwee..• .rb N N amo m Q 0 / Ol 3 C �a�Qna 34p�g� f•o.i� N� O O »p99..0 C Q ws Pos. EXISTING HOUSE a. 3 R U U •..vc. W N W Z`o n ci � o� as x ..��e. O fO n W — >s.Pcar L d w •.�wr .2 r 2X8 P.T.012"O.G .� O p p O � fn fn a S c c a � a a in N M v w�•�•w o 0 0 0 bxb ra•,• __ _ axe rxc y O o N -�o- NOTES: ....� a-.- us Qz W 5. o rw �+n..x.+�µ�ar.ureo.nMoo��'ese � U -• + µownrc•rn.•moti�.way.•m.-..air.m Y O U _ s"'eeaw aae.»"�',M m".' Urn WIII ..aT.le...uMw..I:OiL.i .>•ula Q N �Q FRAMING PLAN ..+,.e.o..ca.�.aope„>..b� W D 2 �•- s�i+•a'�m.ec.�vo'�.ud,wr ro.w.r.. J•� a wmA�rierK.saw wua.�aa.�e.e�iw e.ra C .ae.w x r.ao•a»or a+a+c...a.at s"i�:' � -:e.ee-eo•.�.0�w.o a..�.w w..e.e Page 3/4 N I `� - • . �•1 1 1 Y i f - _ em .mqP , . 2ZZ86__ !'wee o_a Adgs■aDd g»M0_ :3tl2,£I2d SIIDIOP @DSuDid2©m A3¥031tro PUDSUDId:aO ® 6 M_z Hm Am_O;U w 60 g _sBu&mt! 0:).s #a8*WMe, :_O OD13£q_31 $ § -§ � 4 § § B § § i2 ~ n ed) em m@ e 3: 2 $ q $ § g 9 � Q k @J� $ § Q� U- _ ® � - \ z §{ co§ q § � k Ln CO \� { § 0 F- ® ■ I § ° ®&§ 2 al & (V kd) & w \ § E § §§ k92 k e m zw § I 4 � � ■ } UK luLU ] . � 2J7ul Z-- k & 0 § k � § d) >§t ] 22 ■ I a ■ � � Rmo b05e eS E9 LE13F- mOe uUGm x, -0 \ > > > > - > > > \ § > 2 > > > > > > > I a a a a > > > > a > + + , K > a § ` a E u � LU f Q CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 - BUILDING PERMIT Er 18401 GREENOCK CRT Permit#:6010 Parcel#:00865900005900 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:replace existing deck Valuation:10000.00 APPLI CONTRACTOR TUNGSETH TAYLOR&CLAIRE Ilia Petrenko LEGACY DECKING LLC 18401 GREENOCK CRT 12118 hwy 99,apt T205 6105 48th St NE ARLINGTON,WA 98223-5050 Everett Marysville,WA 98270 4253438942 425-212-7740 UC:605-340-471 EXP:07/31/2025 LIC:LEGACDL775QP EXP:11/17/2025 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: RESIDENTIAL ADDITION CODE YEAR: 2021 STORIES: 2 CONST.TYPE: 111B DWELLING UNITS: OCC GROUP: R-1;Residential BUILDINGS: OCC LOAD: PERMIT APPROVAL . The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. 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 TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. ''// `` -- i� � 06/27/2024 Applicant Signature Date Building Official Date CONDITIONS ADHERE TO THE APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS.CALL FOR INSPECTIONS. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. 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. PERMIT FEES ' Date Description Fee Amount 07/16/2024 Building Plan Review $176.01 07/16/2024 Credit Card Service $5.28 07/16/2024 Processing/Technology $25.00 07/16/2024 Building Permit $270.79 07/16/2024 Credit Card Service $8.87 07/16/2024 Building Plan Review $176.01 07/16/2024 Credit Card Service $5.28 Total Due: $667.24 Total Payment: $667.24 Balance Due: $0.00 CALL FOR INSPECTIONS - Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail G���bNs �-�=4c1ll�L-b G/317- `{ Q 4Wal Permit#: 6010 Permit Date: 05/24/24 Permit Type: RESIDENTIAL ADDITION Project Name: Taylor TUNGSETH Applicant Name: Ilia Petrenko +�g - -�V►S� ��a=ns Applicant Address: 12118 hwy 99, apt T205 re c e, Applicant, City, State, Zip: Everett (-f'VkQW - Contact: Ilia Petrenko Phone: 4253438942 Email: ilia@ ip g group desi n. Scope of Work: replace existing deck Valuation: 10000.00 Square Feet: 480 Number of Stories: 2 Construction Type: 111B Occupancy Group: R-1; Residential ID Code: Permit Issued: Permit Expires: Form Permit Type: RESIDENTIAL ADDITION Status: PENDING PAYMENT Assigned To: Ameresia Lawlis Property Parcel# Address Legal Description Owner Name Owner Phone Zoning TUNGSETH 100 SINGLE 00865900005900 18401 GREENOCK CRT TAYLOR& FAMILY CLAIRE RESIDENCE Fees Fee Description Notes Amount Building Plan Review Table 4-2 S 176.01 Total $176.01 Attached Letters Date Letter Description 05/24/2024 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 05/28/2024 XBP Conf: $176.01 200967320 Outstanding Balance $0.00 Uploaded Files Date File Name 05/24/2024 O15cf4b432lee6e75a17b7111871*6775 application.pdf 05/24/2024 868t453b657474133cc07b795la092a9 taylocpdf 05/24/2024 93829b9ecac83702c8d304c8ce52al9g residential decks assistance bulletin complete.df Date: 05/06/2026 Permit#: 6010 Permit Date: 05/24/2024 Review Date: 06/28/2024 Permit Type: RESIDENTIAL ADDITION Review Type: RESIDENTIAL ADDITION Target Date: 07/26/2024 Scheduled Time: 00:00 Completed Date: 07/16/2024 Description: revised plans Review Status: Approved Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.75 Notes 1. Deck Joist spans exceed maximum allowable joist span per ICC. Table R507,6 06/13/2024 2. Provide ICC verification for alternative materials, design and methods of construction and equipment regarding use of Ground Screw 3. Provide Diagonal Bracing detail for required posts 06/26/2024 Solid blocking over all beams required. Property Information Parcel#: 00865900005900 TUNGSETH TAYLOR& CLAIRE TUNGSETH TAYLOR& CLAIRE 18401 GREENOCK CRT 18401 GREENOCK CRT ARLINGTON, WA 98223-5050 Zoning: 100 SINGLE FAMILY RESIDENCELot: Block: Uploaded Files Date File Name Uploaded By 06/13/2024 21081111-20240613 BLD6010 ReviewComments.pdf Ameresia Lawlis Permit#: 6010 Permit Date: 05/24/24 Permit Type: RESIDENTIAL ADDITION Project Name: Taylor TUNGSETH Applicant Name: Ilia Petrenko Applicant Address: 12118 hwy 99, apt T205 Applicant, City, State, Zip: Everett Contact: Ilia Petrenko Phone: 4253438942 Email: ilia@ipdesign.group Scope of Work: replace existing deck Valuation: 10000.00 Square Feet: 480 Number of Stories: 2 Construction Type: 11113 Occupancy Group: R-1; Residential ID Code: Permit Issued: 07/17/2024 Permit Expires: 01/13/2025 Form Permit Type: RESIDENTIAL ADDITION Status: COMPLETE Assigned To: Ameresia Lawlis Property Parcel# Address Legal Description Owner Name Owner Phone Zoning TUNGSETH 100 SINGLE 00865900005900 18401 GREENOCK CRT TAYLOR& FAMILY CLAIRE RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# LEGACY DECKING Ilia Petrenko 425-212-7740 6105 48th St NE COA 605-340-471 LLC LEGACY DECKING Ilia Petrenko 425-212-7740 6105 48th St NE Construction LEGACDL775QP LLC Contractor Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status R20. 08/06/2024 ADDITION/ALTERATION deck final 08/07/2024 08/07/2024 BUILDING Approved FINAL 08/02/2024 ADDITION/ALTERATION They requested as early e 08/05/2024 08/05/2024 BUILDING Completed FINAL possible 1.Can not verify flashing R20 above ledger board. 07/31/2024 ADDITION/ALTERATION 2.Siding not replaced 08/05/2024 08/02/2024 BUILDING Completed FINAL under ledger board,not properly sealed for moisture resistance. AM requested, 07/22/2024 R02.FOOTING Please call on the way, 07/23/2024 07/23/2024 BUILDING Approved 425-343-8942 Plan Reviews Date Review Type Description Assigned To Review Status 06/28/2024 RESIDENTIAL ADDITION revised plans BUILDING Approved 05/28/2024 RESIDENTIAL ADDITION PLANNING Approved Fees Fee Description Notes Amount Building Plan Review Table 4-2 $176.01 Credit Card Service $5.28 Processing/Technology $25.00 Building Permit Table 4-1 $270.79 Credit Card Service $8.87 Building Plan Review Table 4-2 $176.01 Credit Card Service $5.28 Total $667.24 Attached Letters Date Letter Description 06/27/2024 Building Permit 05/24/2024 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 05/28/2024 XBP Conf: $176.01 200967320 05/28/2024 David Demyan 200967320 Hannah Hardwick $5.28 06/27/2024 XBP Conf: $295.79 203478911 06/27/2024 David Demyan 203478911 Hannah Hardwick $8.87 06/28/2024 XBP Con£ $176.01 203522577 06/28/2024 David Demyan 203522577 $5.28 Outstanding Balance $0.00 Notes Date Note Created By: 08/06/2024 Emailed David at Legacy decking inspection correction photos. Kristin Foster 06/28/2024 Pending payment to route revisions Ameresia Lawlis 06/27/2024 Pending COA Business License Ameresia Lawlis 06/13/2024 Review comments sent to applicant. Ameresia Lawlis Uploaded Files Date File Name 07/17/2024 21638856-20240716 BLD6010 ApprovedPlans.pdf 07/17/2024 21638852-20240716 BLD6010 IssuedPermit.pdf 06/14/2024 21086043-20240614 BLD6010 Listing Report.pdf 06/14/2024 21086041-20240614 BLD6010 Response.pdf 05/24/2024 868f453b657474133ce07b795la092a9 taylor.pdf 05/24/2024 015cf4b432lce6e75affb711187f6775 application.pdf 05/24/2024 93829b9eeac83702c8d308e8ce52al98 residential decks assistance bulletin complete.pdf