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Permit D14-0349 - BARNETT RESIDENCE - NEW GARAGE
BARNETT GARAGE 4058 S 128 ST D14-0349 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7340600685 Permit Number: D14-0349 4058 S 128TH ST BARNETT GARAGE Issue Date: 9/2/2015 Permit Expires On: 2/29/2016 Owner: Name: Address: DINH LONG HOANG 4058 S 128TH ST, TUKWILA, WA, 98168 Contact Person: Name: JAMES BARNETT Address: Contractor: Name: Address: License No: Lender: Name: JAMES BARNETT Address: 4058 S 128TH ST, TUKWILA, WA, 98168 4058 S 128TH ST, TUKWILA, WA, 98168 AFFIDAVIT - JAMES BARNETT Phone: (206) 850-1387 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCT A NEW 1056 SQ FT DETACHED GARAGE. Project Valuation: $50,832.64 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $1,976.69 Occupancy per IBC: U Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: JAE (RI Date: 9`)--1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per it and agreehe conditions attached to this permit. Signature: Print Name: Date: S''r 2 ?c' J This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: Any material spilled onto any street shall be cleaned up immediately. 5: ***BUILDING PERMIT CONDITIONS*** 6: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 7: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 8: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 5090 STORM DRAINAGE 0413 WALL SHEATHING/SHEAR Tenant Name: CITY OF TUB, ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. S' 0 ?)..t7 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 140 5q J zgck g r + `ci Gonurc, PROPERTY OWNER Name: J n't eS 14,,,,te`r Address: 9 a 5 V S 12811.v S-d-yeT City:'I k U.i I k State: J f Zip: el (?/ p� CONTACT PERSON — person receiving all project communication Name: c61 41 Address: City: State: Zip: Phone: Q G g so 17 g Fax:: Email: i of Me S c �,., r4 C% 1 I [/ ' 4011,10 s £, , 'L GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 7 ? LI 0'3 V 0 6 a Suite Number: Floor: New Tenant: D Yes ❑ .. No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) ,,r7 Name: 74 M e c (4 el -- Address: i t OS y S f z tSt'1'l s r 1 City: I VCU�t 4 State: Win— Zip:gm,, H:\ApplicationsWorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMA' 1— 206-431-3670 Valuation of Project (contractor's bid price): $ 2Z) f/ Describe the scope of work (please provide detailed information): 1, I Existing Building Valuation: $ 50javo 3 cAt ., 4/454- Will there be new rack storage? ❑ ....Yes /[Q ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing�� Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor ��D V 2nd Floor 3rd Floor Floors thru Basement 49 ) Accessory Structure* Attached Garage Detached Garage 2 2_) 4L) ( ' tl C Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers AT Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT IN- 1MATION — 206-433-0179 Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila J ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate IX...Valley View ❑ ...Sewer Availability Provided 0... Highline ❑ ... Renton 0... Renton ❑... Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements ❑ .. Traffic Control 0 .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0... Geotechnical Report ❑ ... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours ❑... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage 0... Abandon Septic Tank ❑... Curb Cut 0...Pavement Cut ❑... Looped Fire Line 53 33 55 ❑ .. Permanent Water Meter Size (1) " WO # ❑ .. Temporary Water Meter Size (1) " WO # ❑ .. Water Only Meter Size 35 WO # ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public 0 Private 0 ❑... Grease Interceptor ❑... Channelization ❑ ... Trench Excavation ❑...Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # 0 .. Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water 0 .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF T :_ ATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN ' o ' AUTH Signature: Print Name: Mailing Address: JooleS C g4(4t 465--v z. wfk ?04) Date: AJ'v c 20(1 Day Telephone: 20 G 'S-D I City ‘13 f•)(- 4wy vo,‘ ,S0Q 54-'01 14#-M ?Iv ).-N -/D c(-1 ��'el�e�{z�"S.l .4.1:00d,W) \m4v494 it„io State Zip 5:16„ ift '\/' w)./14, t-r() i I has h H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 0,/19_J G9v.4 E. PERMIT # b/¢- o 31-9 (� 405.g Sr (zgfih 57 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/ u'fr ace Water Road/Parking/Access A. Total Improvements $250 (1) 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards / o c. D-$6-e9- 2� $ 7.5 0.00 (4) Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 —200,000 $269.75 for ls' 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for ls' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 27 5 2-a9-e0 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01/01/14 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ 2 (6) $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin l B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. (8) ZS 9. Technology Fee (5% of 6+8) $ / — (9) Approved 09.25.02 Last Revised 01/01/14 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ _ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ Z6 -- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters,. Size (inches) Ilation Cascade Water Alli a RCFC 01.01.2014 .31.2014 Total Fee 0.75 $625 6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 0,025 $32,450 2 $2825 $48, 0 $50,865 3 $4425 $96,080 $100,505 4 $78 $150,125 $157,950 6 $1 25 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 DESCRIPTIONS PermitTRAK ". I ACCOUNT I QUANTITY I PAID $66.50 D14-0349 Address: 4058 5128TH'ST Apn: 7340600685 $66.50 DEVELOPMENT $66.50 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R7792 R000.345.830.00.00 1.00 $66.50 $66.50 Date Paid: Tuesday, March 01, 2016 Paid By: JAMES BARNETT Pay Method: CREDIT CARD 08020D Printed: Tuesday, March 01, 2016 3:59 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT I QUANTITY PAID $1,337.80 D14-0349 Address: 4058 S 128TH ST Apn: 7340600685 $1,337.80 DEVELOPMENT $987.40 PERMIT FEE R000.322.100.00.00 0.00 $982.90 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $300.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $25.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $25.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $50.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6066 R000.322.900.04.00 0.00 $50.40 $1,337.80 Date Paid: Wednesday, September 02, 2015 Paid By: JAMES BARNETT Pay Method: CHECK 2294 Printed: Wednesday, September 02, 2015 11:19 1 of 1 AM SYSTEMS Cash Register Receipt City of Tukwila PermitTRAK DESCRIPTIONS D14R0349 Address: 4058 S 128TH ST Apn: 7340600685 ACCOUNT I QUANTITY PAID DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R3485 R000.345.830.00.00 0.00 $638.89 $638.89 $638.89 $638.89 $638.89 Date Paid: Wednesday, November 05, 2014 Paid By: JAMES BARNETT Pay Method: CHECK 2279 Printed: Wednesday, November 05, 2014 2:11 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)U -03y9 P ct: r Err KAZ4e€ "Re of Inspection: 6 uION MG °27 aL. Address: %,s S /2 e Sr Date Called: Special Instructions: Date Wanted.�li��G "�"m. Requeste . )Au1c5 Phone No: 2AA—eCO-1397 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Ok 7D rArAl Inspector: Date: 9/206 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rio INSPECTION RECORD Retain a copy with permit INS ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PVEt_r Type o nspect (t A reess: r Date Called: Sp cial Instructions: Date Wanted: .3.2-ri'- a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. :OMMENTS: Inspector: T Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit YIo3L( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188„ . (06) 431-3670 Permit Inspection Request Line (206) 438-9350 Q© Pr ect: �i Type Ins ec io sec rpot( [f Address �i Oi. �� L Date Called. Special Instr►Tctions: �i1A Date nted: ._ -- t� a.m. p.m. 'Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CDMMENTS: Inspector:el____C_____ Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd„ Suite 100, Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:r ft Type of Infection: -g414 Address:© s / L//Instructions: / Date Called: j 0 Special Date Wanted: in: j.� .m. Requester: Phone No: 2 erE "me, 13 F 7 ---- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 11� // /'� 1./ /�4.y� `� l�1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO INSPECTION RECORD Retain a copy with permit D 11-o3(1c PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9818 Permit Inspection Request Line (206) 438-9350 2Q,6) 431-3670 ject: t I &c v jt ioni r Ty fIns de&Lsst 1ci" 0i!Prr Address: L( Or5 SA (>75 Cf. Date Called: Sp Special Instructions: �� Date Wanted: /0 - - I S a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. O'M M ENTS: Inspector:2(,e....„... Dater -. — is— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. lV INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ect: rktt 6-cr e Type Inspe iop: p't7 Adddress:Dated: iosth Special Instructions: 4/4 Date Wanted: /0 'Z o _ i' a.m. p.m. Requester: Phone No: 2 PfOf S7 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: f ttre 01 /:I--Gbfl' c side, '1,9 titt-tt ro Lvitel .; (( %(C V C_ (e_ ' a---zotc_Q uf ka vela cut- qt frac& "oti Cq f 1 1 rye (is-- cc Inspector: Date/ ® - 2 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. February 10, 2016 To whom it may concern, FILfz After reviewing the plans and details for the Barnett garage located at 4058 s. 128th St, Tukwila, Wa (permit # D14-0349), I have determined that the 2x6 Doug Fir # 2 or better studs on South, West and North walls may be placed at 24 " o.c. Full -depth blocking is to be installed at all horizontal panel joints and vertically at a spacing not to exceed 48". Sheathing shall be 15/32" minimal nominal panel thickness with 2 %" 8d .131 dia galvanized sheathing nails placed every 3 inches on all corner panels, and every 6 inches on field panels. Construction details not addressed in this letter or the letter dated February 5, 2016 are to be per the plans approved by the City of Tukwila. Sincerely, Michael Toglia PE REVISION NO.L ttfo 349 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 2 2016 PERMIT CENTER February 5, 2016 To whom it may concern, REVISIONS No changes shall bye to the scope of work witho t prior approv2�I of Tp,c,,,ii!..1 Rui!dino Division. �hOT = ' submittal ^� .. � 1 ttii) �: °';v���a a r,�•.�r plan Er:1 ray ..... :.dc., a&J ional plan r ' .'h' {c-.s After reviewing the plans and details for the Barnett garage located at 4058 S. 128th St, Tukwila, WA (permit # D14-0349), I have determined that the use of Simpson Strongwall piers is unnecessary. Conservative analysis reveals that a greater -than -likely shear force can be sufficiently resisted using conventional framing methods. Each of the four 'piers' at the front of the garage should be constructed according to wall type '1' as shown in the attached Shear Wall Schedule, taken from the 2007 APA publication 'Diaphragms and Shear Walls'. Uplift should be addressed by using the holddown and foundation details per the project plans. Sincerely, Michael Toglia PE SEFAFIATE REQUi;R{ D FOR: '.1 Mechanical 21 Ecctrical p Plumbing . " Gas Piping of Tukwila i7iSVI LION FILE COPY Permit No., 14.01)1 Plan review approve] is subject to errors and omission;,. Approval of construction documents does not authorize the violaticn of any adopted cod© r ordinance. Rcccipt of approved Feld Spy ais acknowledged: r y: Date: A/ ( zt/ ; b City 71-:, o:a BUILDING DIVISION REVISION NO,1L D1�1- 03L1 9 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2016 Cityof Tukwila BUILING DIVISION RECEIVED CITY OF TUKWILA FEB 2 . 2016 PERMIT CENTER Diaphragms and Shear Walls TABLE B-1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH -LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS-FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADINGtb•r,g,ht Minimum Nominal Blocked Diaphragms Cases 1 and 2(d) Width of Fastener Spacing Per Line at Framing Minimum Minimum Member at Fastener Nominal Adjoining Common Penetration Panel Panel Fastener Spacing Per Line at Nail Size or in Framing Thickness Edges and Lines of Other Panel Edges (in.) Panel Gradetcl Staple Gage (in.) (in.) Boundaries(e) Fasteners 6 4 4 3 3 2 • 05 "���' wt. IA 567. "7' 15/32 4 2 700 4 3 875 Boundaries (in.) 4.. 2-1/2 2 10d common nails APA (0.148" dia.) STRUCTURAL I grades 875 1,150 1,005 1,290 ,220 1,285 1,395 3 1-1/2 19/32 4 4 2 670 880 965 1,255 - 2 780 990 1,110 1,440 - 3 965 1,320 1,405 1,790 - 3 23/32 4 4 2 730 955 1,050 1,365 - 2 855 1,070 1,210 1,565 - 3 1,050 1,430 1,525 1,800 - 14 gage staples 2 15/32 3 2 4 3 600 600 860 960 1,060 1,200 860 900 1,160 1,295 1,295 1,400 19/32 3 2 4 3 600 600 875 960 1,075 1,200 875 900 1,175 1,440 1,475 1,795 APA RATED SHEATHING, APA RATED STURD-I- FLOOR and other APA grades except Species Group 5 15/32 3 4 4 2 525 725 765 1,010 - 2 605 815 875 1,105 - 3 765 1,085 1,130 1,195 - 10d common nails 1-1/2 19/32 (0.148" dia.) 3 4 4 2 650 860 935 1,225 2 755 965 1,080 1,370 3 935 1,290 1,365 1,485 23/32 3 4 4 2 710 935 1,020 1,335 2 825 1,050 1,175 1,445 3 1,020 1,400 1,480 1,565 14 gage staplesl'I 2 15/32 3 4 2 540 540 735 865 915 1,080 3 735 810 1,005 1,105 1,105 1,195 19/32 3 4 2 600 600 865 960 1,065 1,200 3 865 900 1,130 1,430 1,370 1,485 23/32 4 3 865 900 1,130 1,490 1,430 1,545 For SI: 1 inch = 25.4 mm, 1 plf = 14.6 N/m. (a) For framing of the other species: (1) Find specific gravity for spe- cies of framing lumber in AF&PA NDS, (2) For staples find shear value from table above for Structural I panels (regardless of actual grade) and multiply value by 0.82 for species with specific grav- ity of 0.42 or greater, or 0.65 for all other species. (3) For nails, find shear value from table above for nail size of actual grade and multiply value by the following adjustment factor: = [1 - (0.5 - SG)j, where SG = Specific Gravity of the framing lumber. This adjustment factor shall not be greater than 1. (b) Fastening along intermediate framing members: Space fasteners a maximum of 12 inches on center, except 6 inches on center for spans greater than 32 inches. (c) Panels conforming to PS 1 or PS 2. (d) This table gives shear values for Cases 1 and 2, as shown in IBC Table 2306.3.1. The values shown are applicable to Cases 3, 4, 5 and 6 as shown in IBC Table 2306.3.1, providing fasteners at all continuous panel edges are spaced in accordance with the bound- ary fastener spacing. (e) The minimum nominal depth of framing members shall be 3 inches nominal. The minimum nominal width of framing members not located at boundaries or adjoining panel edges shall be 2 inches. (f) Staples shall have a minimum crown width of 7/16 inch, and shall be installed with their crowns parallel to the long dimension of the framing members. (g) High load diaphragms shall be subject to special inspection in accordance with IBC Section 1704.6.1. (h) For shear loads of normal or permanent load duration as defined by the AF&PA NDS, the values in the table above shall be multi- plied by 0.63 or 0.56, respectively. RECEIV CPTYOFTU 28 D WIC,) FEB Z22016 Form No. L350A • © 2007 APA - The Engineered Wood Association • www.apawood.org REH(UID' CENTER Diaphragms and Shear Walls A-3 PAN (See also IDITY THROUGH THE THICKNESS Gt (Ibf/in. of panel depth) able 2305.2.2(2)) Span Rating Stress Parallel to or Perpendicular to 3- 24/0 24/16 32/T6 40/20 48/24 16 oc 20 oc 24 oc 32 oc 48 oc Plywood 4-ply 32,500 ,000 ,500 35,000 36,500 0 39,000 6,000 47,000 50,500 65,500 25,000 27,000 27,000 28,500 31,000 27,000 28,0 gth Axis OSB 7,500 77,500 40,500 83,500 40,500 83,500 43,000 88,500 46,500 96,000 00 83,500 87,000 93,000 110,000 ,000 4, 45,00 54,000 76,000 Structural I Multiplier 1.3 1.3 APPENIDIX B - Hic -L o-1 Eli alph -a rws Tables 1 and 2 present allowable shears which apply to most shear wall and diaphragm designs. Occasionally, due to higher lateral loads or to building geometry or layout, higher allowable shears are required. Calculation by principles of mechanics using values of fastener strength and panel shear values (see APA Research Report 138) is one way to design for higher shears. Another option is to use Table B-1 for high -load horizontal diaphragms (see also IBC Table 2306.3.2). For high -load shear walls, structural panels may be applied to both faces of framing. Allowable shear for the wall may be taken as twice the tabulated shear for one side per IBC Section 2305.3.9. Where the shear capacities of each side are not equal, the allowable shear may be either the shear for the side with the higher capacity or twice the shear for the side with the lower capacity, whichever is greater. If nail spacing is less than 6 inches o.c. on either side, panel joints should be offset to fall on different framing members or framing should be 3-inch nominal or greater and nails on each side should be staggered. 27 RECEIVED CITY OF TU(KWBL , FEB 2 22016 (PERMIT CENTER Form No. L350A • © 2007 APA - The Engineered Wood Association • www.apawood.org address: 4058 south 128th street, Tukwila, WA 98168 description: Construction of new detached 3 car garage legal: Riverside Interurban Trs E 50 feet of W 200 feet of S 224.02 feet Lot 46 Lot #: 7340600685 Lot size: 10,250 sf Zoning: LDR owner and builder: James Barnett, address same, 206 850 1387, jamescbarnett@yahoo.com �v J I i j Fdi-0/m i-14c (v 'dj?i,pdscd The East 50 feet of the West 200 feet of the South two-thirds of Tract 46, Riverside Interurban Tracts, according to the plat thereof, recorded in Volume 10 of Plats, Page 74, in King County, Washington; Except such portion thereof, if any, which lies North of a line drawn from a point on the West line of Tract 46, which is 353.33 feet South of the Northwest corner of Tract 46, and running at right angles to said West line of Tract 4 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 5 2015 CORRECTION City of Tukwila BUILDING DIVISIO t1O3LV' CEIVED CITY OF TUKWILA AUG 10 2015 PERMIT CENTER :ESIGN SLUES Sire Selection Tables iNindow, Door & Garage Door Headers - Supporting Roof Loads Only Key Southern Pine lumber sizes for No.1, No.2 and No.3 grades are shown in regular type with the required number of plies in parentheses. Southern Pine glued laminated timber sizes for a 24F-1.7E (V4) stress class are provided in italics when (3) 2x12s no longer meet design parameters. A 3.0" bearing length is assumed. For other bearing lengths, use the appropriate Allowable Roof Load Table (Tables 27-38). Steps for Using Tables 1-6: 1. Select the table with loading conditions and load duration factor satisfying the intended application. 2. Find the span of supported roof framing (i.e. span of trusses or rafters that frame into the header) that equals or exceeds the intended application. 3. Find the clear opening that equals or exceeds the intended application. 4. Select product size for the appropriate grade, clear opening and span of supported roof framing. Header size is based on the load transferred from 1/2 the span of the supported roof framing, plus a 24' overhang. Table Grade 1 — 30 Clear Opening psf Ground Snow Load **Equivalent to **, 10 psf Dead Loact, a 21 psf Design Roof Snow Load Span of Supported Roof 1.15 Load Duration Factor Framing 16' 20' 24' 28' 32' 36' 40' 4' (1)2x6 (1)2x6 (1)2x8 (1)2x8 (1)2x8 (1)2x8 (1)2x8 6' (I)2x8 (1)2x10 (1)2x10 (1)2x12 (I)2 x 12 (1)2x12 (2)2 x lOs 8' (t) 2 x 12 (2)2x lOs (2) 2 x lOs (2) 2 x lOs (2)2x 12s (2) 2 x 12s (2) 2 x I2s No 1 9' (2)2x lOs (2)2xlOs (2)2x12s (2)2xI2s (2)2x12s (3)2xlOs (3)2xlOs 10' (2)2xlOs (2)2x12s (2)2x12s (3)2xlOs (3)2x lOs (3) 2 x l2s (3) 2 z l2s 12' (2)2 x 12s (3)2xlOs (3)2xI2s (3)2xI2s 3-1/2x9-1/4 3-1/2x9-1/2 3-1/2x11-1/4 16' (3)2x I2s 3-1/2x11-1/4 3-1/2.x11-1/4 3-1/2x11-7/8 3-1/2x11-7/8 3-1/2x14 3-1/2x14 18' 3-1/2x11-1/4 3-1/2x11-7/8 3-1/2x14 3-1/2x14 3-1/2x14 3-1/2x14 3-1/2x16 4' (I)2x6 (1)2x8 (1)2x8 (1)2x8 (1)2x10 (1)2x10 (1)2x 10 6' (1)2x10 (1)2x12 (1)2x12 (2)2xtOs (2)2x lOs (2)2x lOs (2)2x12s 8' (2) 2 x 10s (2) 2 x lOs (2) 2 x 12s (2) 2 x 12s (3) 2 x lOs (3) 2 x 10s (3) 2 x l2s N0.2 9' (2)2 x 12s (2)2 x 12s (3)2xlOs -(3) 2 x lOs (3)2x12s (3)2 x 12s (3)2 x 12s 10' e- (2) 2 x 12s (3) 2 x lOs (3) 2 x 12s (3) 2 x 12s (3) 2 x I2s 3-//1 x9-1/4 3-l/1 x 9-1/4 12' (3) 2 x I2s (3) 2 x 12s 3-1/2x 9-1/4 3-1/2 x 9-1/4 3-1/2 x 9-1/4 3-1/2 x 9-1/2 3-l/2 x 11-1/4 16' 3-1/2x11-1/4 3-1/2x11-1/4 3-1/2x11-1/4 3-1/2x11-7/8 3-1/2x11-7/8 3-1/2x14 3-1,2x14 18' 3-1/2x11-1/4 3-1/2x11-7/8 3-1/2x14 3-1/2x14 3-1/2x14 3-1/2x14 3-1/2x16 4' (1)2x10 (I)2x10 (I)2x12 (1)2x12 (1)2x12 (2)2x10s (2)2xlOs 6' (2)2x 10s (2) 2 x lOs (2) 2 x 12s (2) 2 x 12s (2)2x 12s (3) 2 x lOs (3) 2 x lOs 8' (2)2x I2s (3)2x lOs (3)2x I2s (3)2x12s 3-1/2x9-1/4 3-1/2x9-1/4 3-1/2x9-1/4 No 3 9' (3)2xlOs (3)2x12s (3)2x12s 3-1/2x9-1/4 3-1/2x9-1/4 3-1/2x9-1/4 3-1/2x9-1/4 10' (3)2x12s 3-1/2x9-1/4 3-1/2x9-1/4 3-1/2x9-1/4 3-1/2x9-1/4 3-1/2x9-1/4 3-1/2x9-1/4 12' 3-1/2x9-1/4 3-1/2x9-1/4 3-1/2x9-1/4 3-1/2x9-1/4 3-//2x9-1/4 3-1/2x9-1/2 3-1/2x11-1/4 16' 3-1/2x11-1/4 3-1/2x11-1/4 3-1/2x11-1/4 3-1/2x11-7/8 3-1/2x11-7/8 3-1/2x14 3-1/2x14 18' 3-//2x11-1/4 3-1/2x11-7/8 3-1/2.r14 3-1/2x14 3-1/2x14 3-1/2x14 3-1/2x16 (See Requirements for Use on page 7, Key and Notes on this page, and Example on page 11) 'Dotes for Tables 1 . 6: Window, Door & Garage Door Headers - Supporting Roof Loads Only • Tables 1-6 apply to headers carrying only uniformly distributed roof loads. For headers supporting uniformly distributed floor, roof and exterior wall loads, use the appropriate table for Window, Door & Garage Door Headers - Supporting Roof Wall & Floor Loads (Tables 7-12). • See Assumptions for Table Development beginning on page 2 for details on design assumptions made to generate these tables. • Header size is based on the load transferred from 1/2 the span of the supported roof framing, plus a 24" overhang. • Deflection is limited to 4/180 for total load and 4/240 for live load. • Design Roof Snow Loads have been derived by reducing Ground Snow Loads in accordance with ASCE 7-10, Section 7.3. This results in an equivalent balanced Design Roof Snow Load of 0.70 times the Ground Snow Load, with a required minimum of 20 psf (pounds per square foot). Unbalanced snow loads, drifting or min -on -snow surcharges have not been considered. Roof live load reductions have not been taken. • For loading conditions other than those provided in Tables 1-6, use another table in this section with higher loading conditions than required, or use the Allowable Roof Load Table with the corresponding load duration factor (Tables 27-38). For clear openings other than those provided, use the next larger clear opening Shown. or use the appropriate Allowable Roof Load Table. • All (I) ply lumber headers may be replaced with (2) 2x8s of the same or better grade. • Tabulated glued laminated timber sizes may be replaced with other glued laminated timber sizes and/or stress classes with equal or greater load capacity (plf); refer to the appropriate Allowable Roof Load Tables (Tables 30-32 or 36-38) to determine acceptable options. SOUTHERN PINE HEADERS & BEAMS 0 13 E d i i i o n Copyright © 2013. Southem Forest Products Association. All rights reserved. southern Forest Products Association tllemPine.com tvocc Garage Portal Systems on Concrete Foundations Installation: • Typical shim thickness between the Strong -Walls and top plates or header is'/e' or less using Simpson Strong -Tie® Strong-Drive®YAW SDS Heavy -Duty Connector screws. For additional shim thickness, contact Simpson Strong -Tie. • For holdowns, per ASTM standards, anchor bott nuts should be finger -tight plus 'A to' tum with a hand wrench, with consideration given to possible future wood shrinkage. Care should be taken to avoid over -torquing the nut, an impact wrench should not be used. CAUTION: Drilling or cutting holes in Wood Strong - Wall° is not allowed except as shown on page 107 and the Allowable Hole Chart attached to each wall. Attach to top plate with pre -installed yi x6' SDS Heavy -Duty Connector screws Shim may be required behind MST strap (see detail 4SWP page 106) Top -of -Wall Connection • 1 °%e' wrench/ socket required +or'le' nut • ''/,e' wrench/ socket required for Ye' nut Connect the pre -attached holdown to the anchor bolt using hardware provided. Attach bearing plates to mudsill with %'x2 fz' SDS Heavy -Duty Connector screws (provided). install on anchor butt (not 1ixovided). Bottom -of -Wall Installation 60 Sheathing flush against header Nail through sheathing and metal U channel with 10d common nails or 16d sinkers at each painted dot on the panel. Garage Header Rough Opening Height Model N No. Cub SW16x7x4 SW22x7x4 SW 16x7x6 SW22x7x6 SW16x8x4 SW22x8x4 SW16x8x6 SW22x8x6 Without ,' Shim 6' 7' With ,/2. Shim 7' -Vz' 7' 7'-1' 6' 8' 8'-1/2' 7' 8'-1' 8'-1' 1. The height of the garage curb above the garage slab is critical for rough header opening on portal walls. 2. One IN' shim is provided with Garage Portal walls. SWMST Strap (provided) (10 ga) with 10d nails or 16d sinkers, install only to framing side of portal wall. Standard Portal Wall Installation U.S. Patents 5,706.626; 6,006,487; 6,109,850; 6,327,831 and 6,643,988 Bectrical box for illustration only — not included with the wall. Alternate Exterior Installation For easy electrical installation position wall with sheathing inside garage. U.S. Patents 5,706,626; 6,006,487; 6,109,850; 6,327.831 and 6,643,986 C-L-SW I d2U14 SIMI'SGN SI HUNG- I IL CXMMI O-L-SW 14 2014 SIMPSON SI HONG-1IL COMI ANY INC. Wood Strong-Wah' Shearwalls SIMPSON Garage Portal Systems on Concrete Foundations Garage Portal systems provide increased lateral resistance over site -built shearwalls in locations where space is at a premium. Portal walls shall be installed with a minimum 12" nominal deep header for adequate shear nailing. Because the portal walls and header are tested as a system, the resulting portal frame offers superior engineered performance over site -built walls. Codes: ICC-ES ESR-1267; City of L.A. RR 25427 Multi-py headers may be used, see page 61 Note for Garage Portal Walls: Cripple walls over the garage header by Designer Foundation design (size and reinforcement) by Designer U.S. Patents 5,706,626: 6,006,487; 6,109,850; 6,327,831; and 6,643,986 Garage Portal Wall Product Data Number of Mudsill Hoidown Model W H T Fasteners Anchors' Anchor Botts Na (in.) (in.) (in.) in Top of Wahl Oty Ota) WY' Modei23 SW16x7x4 16 78 4 8-SDS'/."x6" 2 % 2 PAB7 SW16x7x6 16 78 534 8-SDS'/4"x6" 2 % 2 PAB7 SW16x8x4 16 90 4 8-SOS 1/4"x6" 2 % 2 PAB7 SW16x8x6 16 90 53 8-SDS 1/4"x6" 2 % 2 PAB7 SW22x7x4 22 78 4 10-SDS'h"x6" 2 % 2 PAB7 SW22x7x6 22 78 53/4 10-SDS 1/4"x6" 2 % 2 PAB7 SW22x8x4 22 90 4 10-SDS 1/4"x6" 2 % 2 PAB7 SW22x8x6 22 90 53/. 10-SDS'/4"x6" 2 % 2 PAB7 U.S. Patents 5,706,626; 6,006,487; 6,109,850; 6,327,831; and 6,643,986 Naming Legend SW1 6x7x4 Wood Strong -Wall S Widtt Nominal Wall 'in.} Thickness Nominal in.) Height (ft.) 1. Recommended minimum ?5'x12' mudsll anchor. 2. FAB7 available in muttit a lengths. See pages 66-68 for an for bolt information and anchorage solutions. 3. SSTB28 anchor bolts may be specified when the anchor tension force does not exceed allowable anchor tension. See page 87 for SSTB anchor bolt information and and image solutions. 59 'SON S I HONK- I IL COMF•ANY INC. C-L-SW I44i2014 SI Wood Strong -Walt, Shearwalls Garage Portal Systems on Concrete Foundations Double -Wall Garage Portal' Single -Wall Garage Port Seismic find Seismic Wind Model AWNrabie Drift at Allowable Drift at Akmable Drat at Alowable Drift at No ASD Allowable ASti Allowable r ASD Al wanks ASD Allowable Shea Shear Shear Shear She Shea Star Shear Load pbs4V load V Gn) lt�V Load C1) 41 (IL) SW16x7x4 2670 0.36 3500 0.53 1335 0.36 1750 0.53 SW16x7x6. 2670 0.36 3600 0.53 1335 0.36 1750 0.53 SW16x8x4 • 2350 0.40 3105 0.60 1175 0.40 1555 0.60 SW16x8x6 , 2350 0.40 3105 0.60 1175 0.40 1555 0.60 SW22x7x4 F 4160 0.37 5420 0.53 2080 0.37 2710 0.53 SW22x7x6 ; 4160 0.37 5420 0.53 2080 0.37 2710 0.53 SW22x8x4 s 3730 0.42 4880 0.60 1865 0.42 2440 0.60 SW22x8x6 3730 0.42 4880 0.60 1865 0.42 2440 0.60 1. A double -wall garage portal system its at 2 walls with a header spanning over the top and connected as shown. 2. A single -wall garage portal system consists of 1 wall with a header spanning over the top and connected as shown. 3. Recommended header moisture concert is 1996 or less at time of installation. 4. The minimum header stzes listed are the minimum required for lateral rigidity of the portal system. Larger headers may be required due to vertical loading. 5. Portal walls may be installed with suing facing inside or outside. 6. Typical shim thickness between the Strong -Wall' shearwall and header is Ye' or less using Simpson Strong -Tie® Strong -Drive° UN& StS Heavy -Duty Connector screws. 7. See allowable vertical load table on page 65 for Wood Strong -Wall shearwall maximum compression and tension capacities. 8. Allowable shear capacities must be reduced as limited by anchor bolt capacities for installations on CMU. 9. Anchor tension fcxua may be calaiated using the following formula: Anchor Tension = Shear per Panel x Height K = 0.80 (SW16 Portal); 0.67 (SW22 Portal) Width - 5.25" See page 66 for FAB anchorage solutions. Detail 1 - Single- and Double -Wall Garage Portal 1. Beam to support post and support post to foundation uplift connectors may be reduced where justified by calculations. 2. This detail refects lateral bad raqu rernents of a Single- and Double -Wall Portal system. ft is the Designer's responsibi ty to provide a complete bad path for all loads in accordance with the governing codes. 3. System rating equals the sum of the Single - and Double -Wall Portal values. 4. Alternate Installation: A single -piece header (no camber) may be substituted for the two headers shown. The design rating for this condition may then be evaluated as the sum of the individual single -wall ratings. 5. Longer header spans can be accommodated if larger headers are used such that equivalent stiffness is equal to or greater than that provided by the minimum header and maximum length indicated. 6. Simpson Strong -Tie' LTP4 and LSTA24 (by Designer) are minimum requirements to achieve the allowable loads. 9lo-Portai system Multi -Ply Headers for Garage Portal Walls Allowable Load per Portal Wall (Ibs.) Seismic Wind Double 2x Double LVL; Double 2x Double LVL Header Header Header Header SW16x754j 1145 1200 1500 1575 SW16x8x41 940 1100 1245 1455 SW22x7x4. 1500 1660 1950 2165 SW22x8x4 1400 1585 1830 2075 Model No. 1. Garage portal waits listed above may be used with double 2x12 minimum or double 1 Wx111/e' minimum LVL headers. 2. Headers shall be face nailed to each other with minimum 16d nails at 32' on center staggered along the top and bottom. 3. Double 2x12 require 1/2' ply or OSB shim to make the header assembly flush with Wood Strong -Wall! The shim shall match the header depth and Wood Strong -Wall width minimum. tt may be placed on either face of header or between plies directly over the Wood Strong -Wall. (tBeam splice Drag tie across beam splice by Designer - Double -portal system Header size shall LSTA24 match nominal strap (min.)- we6 thickness x at beam to 12'raln. nominal post r depth 8 min., 16'4' max. -1 (3) - LTP4 at support post to Wood Strong--C Wall° post Header support post by Designer Column base detail by Designer (not shown for �. clarity) Detail 2 - Single -Wall Garage Portal 1. Beam to support post and support post to foundation uplift connectors may be reduced where justified by calculations. 2. This detail reflects lateral load requirements of a Single -Wall Portal system. ft s the Designer's responsibility to provide a complete bad path for all loads in accordance with the governing codes. 3. Longer header spans can be acuxnmodated if larger headers are used such that equivalent stiffness is equal to or greater than that provided by the minimum header and maximum length indicated. 4. Simpson Strong -Tie' STF1D10 and LSTA24 (by Designer) are minimum requirements to achieve the allowable loads. Header size shall match nominal wall j F: thickness x 12' min. nominal depth: LSTA24 strap (min.) 14 at beam to post 8' Min. 16.-4' Max. } o � l Support post -1.1 \by Designer STHD10 I holdown (min.)-- r 0 0 0 61 w/StrapMate® } 16d Sinker (0.148 "x 31/4") Embedment line (top of concrete) Linea de empotramiento (parte superior del concreto) Strap may be bent down and back up one time only La abrazadera se puede doblar hacia abajo y hacia arriba solo una vez MINIM L Concrete MUST cure El concreto DEBE curar 96 60 Caps & Bases LCB/Ca Column 8ases MATERIAL: See table FINISH: LCB, C844, CB46, CB48, CB66, C868, CB610—galvanized; all other CB —Simpson Strong -Tien gray paint or HOG. Some models available in HDG or stainless steel INSTALLATION: • Use all specified fasteners. See General Notes. • For full loads. minimum side cover required is 3' for CB, 2" for LCB. • Install all models with bottom of base plate flush with concrete. • Post bases do not provide adequate resistance to prevent members from rotating about the base and therefore are not recommended for non top -supported installations (such as fences or unbraced carports). OPTIONS: • LCB and CB are available in rough size. Other sizes available for CB specify WI and W2 dimensions. Consult Simpson Strong -Tie for bolt sizes and allowable loads. CODES: See page 13 for Code Reference Key Chart. CB44 (CB46, CB48, C864, CB66, C868, CB86, CB88, CB610 similar) These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. Model No. Nominal ColumnCod Size Material i Dimensions Column Fasteners Allowable Uplift Loads (OF/SP) Ret Strap Width) Base W1 Wz 0 Nails MBoifia a Nails Botts (Ga x (Ga) Qty. Ole. (160) (160) LCB44 4x4 12 ga x 2 16 131ie i 31/2 61 12-16d 2 i '/ 2705 I 4250 IL8 j I C844 4x4 ! 7 ga x 2 7 ! 33'6 3316 8 — 1 2 ! 3 — d' 42 ) LCB46 4x6 12 ga x 2 16 135ie 1 5/ 61/2 12-16d 2 I '/ 2705 4240 j CB46 1 4x6 7 ga x 2 7 3'/,51 51/2 8 — i 2 % — 4200 3rCB48 1 4x8 7gax2 7 i 3iie 1 7'/ 8 — 12 % — 4200 CB5-4.5 GLULAM 7 ga x 3 7 144 15% 8 — 2 % — 4200 j CB5-6 GLULAM 7 ga x 3 7 6 51/2 8 — 2 % — 4200 LC866 6x6 12 ga x 2 16 ' 51/2 151/2 51/2 12-16d 12 / 2705 4230 j CB64 6x4 I 7 ga x 3 7 ' 51/2 ! 3Yie 8 — 2 3 — 4200 170 CB66 1 6x6 7 ga x 3 7' 51/2 15Yz 8 — 2 1 5 — ,_— 4200 IL8 10 CB6-7 ! 6x 1 7 ga x 3 7 51/2 i 7 8 I — 1 2 1 % — 4200 ,) CB68 6x8 7 ga x 3 7 5/ i 71/2 8 I — 2 ! s — 4200 CB610 6x8 7 ga x 3 7 1 51/2 91/2 8 — 2 5/ — 4200 ) C8612 5,02 7lax 3 7 si :11': 8 — 2 I ' •— -G00 C671/2-4 PSL 3 ga x 3 7 71/2 131/2 8 — i 2 34 — 6650 170 1 2 C87'/e-6 PSL 3 ga x 3 7 71/2 151/2 8 — 12 i 1: — 6650 ) CB7%-7 I PSL 3 ga x 3 7 71/2 1 7 8 — f 2 j 34 — 6650 It CB7-6 GLULAM 3 ga x 3 7 1 6 1634 8 — 2 3/4 — 6650 10 C87-7.5 i GLULAM 1 3 ga x 3 7 71/2 6/ 8 — i 2 Y — 6650 CB7-9 ;GLULAM 3gax3 7 ;91/2aj 634 8 — 2 1 Y.,— 6650 lb CB7-10.5 GLULAM 3 ga x 3 7 !1011 634 8 — 2 3: — 6650 CB86 I 8x6 13 ga x 3 17' 71/2 1 51/2 8 — 2 Y. — 1 6650 170 II CB88 I 8x8 3 ga x 3 7 . 71/2 17'k 8 i — 2 34 — 6650 iL8 ' CB9-6 i GLULAM 3 ga x 3 7 ; 6 ' 83/42 8 — 2 3i — 6650 ) _CB9-7.5 i GLULAM 3 ga x 3 7 '1 7'/ 834 8 — • 2 3, — 6650 ) I CB9-9 I GLULAM 3 ga x 3 7 1 9 ! 83/4 8 — 2 ' 3/4 — 6650 ) C89-10.5 GLULAM 3 ga x 3 7 . 101/21 834 8 — 2 j 34 — 6650 CB1010 I 10x 10 3 ga x 3 3 ' 91 ; 91/2 , 8 — . 2 Y. — 6650 ) CB1012 110x12 3 ga x 3 1 3 91/2 1 11'h 8 1 — , 2 13 — 6650 ) C31212 I 12x12 3 ga x 3 3 , 11 %z ! 11 1/2 8 '--- — 2 ' '/ — 6650 1. Uplift loads have been increased for wind or earthquake with no further increase allowed: reduce where other loads govern. 2. PSL is parallel strand lumber. 3. LCB products may be installed with either bolts Qf3 nails not both) to achieve table loads. 4. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers. 5. 6. 7. I' 2' Min. Side Cover 1;46 for 4i' Bolts iW for 4/4' Botts Configuration of all other CB sizes LCB CB9 (CB5, CB7 similar) for Giulam Column Values in the tables reflect installation into the wide face. See technical bulletin T-SCLCOLUMN for values on the narrow face (edge) (see page 232 for details). LCB bases installed with nails must be installed into the wide face. Designer is responsible for concrete design. See pages 226-227 for common post allowable loads. NAILS: 16d = 0.162' dia. x 316' long. See page 22-23 for other nail sizes and information. 2' Min. Side Cover C 2013 s)2013 SIMPSON SIRONG-TIE COMPANY INC. PRINTED 12'12 C•C 2015 v 2015 SIMPSON STRONG-(IE COMPANY INC. PRINTED 12114 Caps & Bases The next -generation PCZ/EPCZ post caps are designed with their post and beam flanges Mine so that one PCZ/EPCZ model can accommodate several post sizes. The PCZ/EPCZ now uses easier -to -install 10d common nails. An alternate choice of fasteners is Strong -Drive° #9x11/2* SO Connector screws. ZMAX' finish is standard to meet exposure conditions in many environments. See additional corrosion information at www.stronglie.com/ina MATERIAL: 16 gauge FINISH: ZMAX coating INSTALLATION: • Use all specified fasteners; see General Notes. • Do not install bolts into pilot holes. OPTIONS: • For end conditions, specify EPCZ post caps. • For heavy-duty applications, see CCO and CC Series. • For retrofit applications, see AC and LC Series. CODES: See page 12 for Code Reference Key Chart. p These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. 7 These products are approved for installation with the Strong -Drive* SD Connector screw. See page 27 for more information. Pilot holes for manufacturing W-2 " purposes (Do not install PCZ Post Flange bolts) (Typ.) Iye. i• j Post Flange EPCZ Model No./ W (in.) Fasteners" Post Size Allowable Loads (OF/SP) Code Ref. PCZ EPCZ I Beam Post Uplift (160) Lateral (160) Uplift (160) Lateral (160) 1 PC4Z 394e 10-10d j 8-10d i 2-2x4' 1480 1120 1130 895 j 160 i 1 1 4x4 1480 I 1260 1130 1075 4x6 1480 1 1260 1130 1230 4x8 1480 i 1380 1130 1230 PC6Z 5'/r 10-10d 18-10d I 4x6 1480 1260 1435 1075 6x6 1480 1295 1435 1230 6x8 1480 1380 1435 1230 PCBZ 171 ! 10-10d I 8-10d 4x8 1480 i 1260 1435 1075 6x8 1480 1295 1435 1230 8x8 1480 i 1380 1435 1230 1. Allowable loads have increased for wind or ea thquake with no further increase allowed: reduce where other loads govern. 2. Uplift loads do not apply to spliced conditions. Spliced conditions must be detailed by the Designer to transfer tension loads between spliced members by means other than the post cap. 3. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers. Values in the tables reflect installation into the wide face and do not allow for installation into the narrow face. 4. Post and beam may consist of multiple members provided they are connected independently of the post cap fasteners. 5. 10dx21/2 (0.148' dia. x 2'h' long) nails may be used with no load reduction for uplift and 0.85 of the able loads for lateral. 6. Strong -Drive® S09x1'4 Connector screws may be substituted for table fasteners with no load reduction. 7. Models available for rough size lumber. specify RZ suffix. Ex. PC4RZ. 8. NAILS: 10d = 0.148' dia. x 3' long. See pages 22-23 for other nail sizes and information. SCREWS: SD9112 = 0.131' dia. x 1'/2' long. Pilot holes for manufacturing purposes (Do not install botts) (Typ.) Shim by Designer Shim by Designer Typical PCZ Post Cap Installation Typical EPCZ End Post Cap Installation PCZ Post Cap Installed on Double 2x Members EPCZ Post Cap Installed on Double 2x Members 67 Flan C.2.2 FULL INFILTRATION 5. Filter fabric (geotextile) must be placed on top of the drain rock (if proposed to be covered with backfill material) and on the trench sides prior to filling with the drain rock. 6. Spacing between trench centerlines must be at least 6 feet. 7. Infiltration trenches must be setback at least 15 feet from buildings with crawl space or basement elevations that are below the overflow point of the infiltration system. 8. To prevent damage to overlying pavement, trenches located beneath pavement shall be constructed such that the trench pipe is connected to a small yard drain or catch basin with a grate cover so that if the trench infiltration capacity is exceeded, the overflow would occur out of the catch basin at an elevation at least one foot below that of any overlying pavement, and in a location that provides a safe path for the overflow. 9. Runoff from roadways, driveways, and parking areas shall pass through a yard drain or catch basin fitted with a down -turned elbow prior to entering the infiltration trench (see Figure C.2.2.B, p. C- 46). The elbow is intended to trap spilled material in the catch basin sump so that the spilled material can be cleaned up more easily by the homeowner. C.2.2.4 USE OF DRYWELLS FOR FULL INFILTRATION Drywells are gravel filled holes as opposed to trenches and therefore may allow for a more compact design in areas where the depth to the maximum wet -season water table is relatively deep (e.g., 6 feet or greater). Figure C.2.2.0 on page C-47 illustrates the specifications for drywell infiltration systems as outlined below: 1. When located in coarse sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1,000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 2. Drywells must be at least 48 inches in diameter and deep enough to contain the gravel amounts specified above for the soil type and impervious surface area served. 3. The gravel used for drywells must be 1'/7-inch to 3-inch washed drain rock. The drain rock may be covered with backfill material as shown in Figure C.2.2.0 (p. C-47) or remain exposed at least 6 inches below the lowest surrounding ground surface. 4. Filter fabric (geotextile) must be placed on top of the drain rock (if proposed to b backfill material) and on the drywell sides prior to filling with the drain rock. 5. Spacing between drywells shall be a minimum of 10 feet. 6. Drywells must be setback at least 15 feet from buildings with crawl space or bas are below the overflow point of the drywell. REVIEWED FOR E°EMPLIANCE APPROVED a_ 2ois ent elevations war - City of Tukwila C.2.2.5 USE OF GROUND SURFACE DEPRESSIONS FOR FULL INF BURAORIMDIVISION Ground surface depressions (also called "infiltration depressions") are another option for full infiltration if the maximum wet -season water table or hardpan is at least 3 feet below the bottom of the depression. Figure C.2.2.D illustrates the specifications for infiltration depressions as outlined below: 1. When located in coarse sands or cobbles, infiltration depressions must be able to store at least 40 cubic feet of stormwater per 1,000 square feet of impervious surface served. When located in medium sands, ground surface depressions must be able to store at least 60 cubic feet of stormwater per 1,000 square feet of impervious surface served. This volume of water storage must be achieved through the excavation of existing native soil, not through the construction of berms. 2. The stormwater storage areas of infiltration depressions must be at least 12 inches in depth with a minimum 6 inches of freeboard before overflow. 2009 Surface Water Design Manual — Appendix C C-43 1/9/2009 C.2.2 FULL INFILTRATION FIGURE C.2.2.0 TYPICAL DRYWELL INFILTRATION SYSTEM House // ;%/.!/ 1 Roof Downspout House Roof Downspout flow Roof Downspout Overflow Splash Block flow Fine Mesh Screen Catch Basin (Yard Drain) DRY WELL PLAN VIEW NTS Catch Basin (Yard Drain) 15' min. DRY WELL SECTION NTS Topsoil Min. 4" dia. PVC Pipe Sides of Hole Lined with Filter Fabric 0 48 Inch Diameter Hole Filled with 11/2-3" Washed Drain Rock Mark Center of Hole with 1" Capped PVC or Other means Flush with Surface 48 Inch Diameter Hole Filled with 11/2 - 3" Washed Drain Rock 1' min. Varies Min. 1' above Seasonal High Groundwater Table 2009 Surface Water Design Manual — Appendix C C-47 1/9/2009 C.2.5 RAIN GARDEN • C.2.5 RAIN GARDEN Rain gardens, also known as "bioretention," are excavated or otherwise formed depressions in the landscape that provide for storage, treatment, and infiltration of stornwater runoff. The soil in the depression is enhanced to promote infiltration and plant growth. Plants adapted to wet conditions are planted in the enhanced soil. Figure C.2.5.A (p. C-61) shows a plan view and section of a typical rain garden system. Applicable Surfaces Subject to the minimum design requirements and specifications in this section, rain gardens may be applied to any impervious surface such as a roof, driveway. parking area, road, or sidewalk, and to any non-native pervious surface such as a lawn. landscaped area, or pasture. Design Considerations Rain gardens may overflow occasionally in large storm events or more frequently if located in very poorly drained soils or areas with very high water tables. In very well -drained soils, water may drain too quickly to support water loving plants and ponding may be of short duration. Conditioning the soil in the rain garden with abundant compost will enhance the growth of plants and help the soil to more readily admit water. Operation and Maintenance See Section C.2.5.3 (p. C-63). C.2.5.1 MINIMUM DESIGN REQUIREMENTS All of the following requirements must be met in order for a rain garden to be applicable to a target impervious surface or new pervious surface: 1. A minimum water storage volume equivalent to 3 inches (0.25 feet) of runoff depth from the impervious surface area served is required. In other words, the volume in cubic feet shall equal 0.25 times the square footage of the impervious surface area served (see example calculation in Section C.2.5.2 below). For rain gardens serving new pervious surface, a minimum water storage volume equivalent to 0.5 inches (0.04 feet) of runoff depth is required. 2. The water storage area, containing the minimum required storage volume, shall be 12 inches deep at overflow and have side slopes no steeper than 3 horizontal to 1 vertical. The overflow point of the water storage area shall be at least 6 inches below any adjacent pavement area. The overflow point must be situated so that overflow does not cause erosion damage or unplanned inundation. 3. If a containment berm is used to form the water storage area, the berm must be at least 2 feet wide and 6 inches above the 12 inches of water depth. A catch basin or rock pad must be provided to release water when the pond's water level exceeds the 12 inches of water depth. The catch basin may discharge to the local drainage system or other acceptable discharge location via a 4-inch rigid pipe. The rock pad may be used with or without a constructed drainage system downstream. If a rock pad is used, it must be composed of crushed rock, 6-inches deep and 2 feet wide (perpendicular to flow) and must extend at least 4 feet or beyond the containment berm, whichever is greater. The rock pad must be situated so that overflow does not cause erosion damage or unplanned inundation. 4. Amended soil consisting of minimum of 4 inches of compost tilled into the upper 12 inches of soil or 12 inches of imported sand/compost blend having 8 to 13% organic material by dry weight is required in the rain garden. Tilling and amending to greater depth is desirable. 5. Water tolerant plants such as those in Table C.2.5.A shall be planted in the pond bottom. Plants native to Western Washington are preferred. 2009 Surface Water Design Manual — Appendix C 1/9/2009 C-59 SECTION C.2 FLOW CONTROL BMPs 6. A minimum 5-foot setback shall be maintained between any part of a rain garden and any structure or property line. 7. Rain gardens are not allowed in critical area buffers or on slopes steeper than 20%. Rain gardens -)) proposed on slopes steeper than 15% or within 50 feet of a steep slope hazard area or landslide hazard area must be approved by a geotechnical engineer or engineering geologist unless otherwise approved by the DDES staff geologist. 8. For sites with septic systems, rain gardens must be located downgradient of the primary and reserve drainfield areas. DDES permit review staff can waive this requirement if site topography clearly prohibits subsurface flows from intersecting the drainfield. 9. The rain garden must not create flooding or erosion impacts as determined by the DDES. If a rain garden is proposed near a landslide hazard area, erosion hazard area, steep slope hazard area. or a slope steeper than 15%, DDES may require evaluation and approval of the proposal by a geotechnical engineer or engineering geologist. TABLE C.2.5.A WATER TOLERANT PLANTS Common Name Scientific Name Spacing (on center) Western mannagrass Glyceria occidentalis seed Velvetgrass Holcus mollis seed Shortawn foxtail Alopecurus aequalis seed Water foxtail Alopecurus geniculatus seed Spike rush Eleocharis spp. 4 inches Slough sedge Carex obnupta 6 inches or seed Sawbeak sedge Carex stipata 6 inches Sedge Carex spp. 6 inches Slender rush Juncus tenuis 6 inches Water parsley Oenanthe sarmentosa 6 inches Hardstem bulrush Scirpus acutus 6 inches Watercress Rorippa nasturtium-aquaticum 12 inches Small -fruited bulrush Scirpus microcarpus 12 inches C.2.5.2 EXAMPLE SIZING CALCULATION Runoff Source: 20-foot by 20-foot driveway Minimum Storage Required = 3 inches (0.25 feet) Storage Volume Needed = 20 feet x 20 feet x 0.25 feet = 100 cubic feet Pond Design: Choosing a 1 foot depth with 3:1 side slopes and a bottom area of 4 feet x 10 feet provides a storage volume of 100 cubic feet. Note that if the soil percolation rate is 0.5 inches per hour, a pond 1-foot deep will take 24 hours to drain when filled. Similarly, a small storm of 0.5 inches would produce a depth of about 3 inches and drain in 6 hours. 1/9/2009 2009 Surface Water Design Manual — Appendix C C-60 C.2.5 RAIN GARDEN FIGURE C.2.5.A TYPICAL RAIN GARDEN (BIORETENTION POND) A 1/ trees, shrubs BIORETENTION ground cover --s 2' wide grass filter strip existing edge of pavement trees 2' wide grass filter strip sheet flow ground cover 12" maximum water depth A sheet flow A PLAN VIEW (not to scale) min. 12" amended soil with 4" of compost trees shrubs BIORETENTION AREA SECTION VIEW A -A (not to scale) overflow to suitable surface discharge area 3:1 maximum slope 2009 Surface Water Design Manual — Appendix C 1 /9/2009 C-61 SECTION C.2 FLOW CONTROL BMPs FIGURE C.2.5.B TYPICAL RAIN GARDEN WITH CONTAINMENT BERM A !,catch basin / \ with grate \ 4" rigid pipe outlet to storm system trees, shrubs _.. BIORETENTION AREA"' ground cover 2' wide grass filter strip 2' wide top of vegetated berm existing edge of pavement trees 2' wide grass filter strip sheet flow 12" maximum water depth A A A sheet flow PLAN VIEW (not to scale) ground cover trees ,, .4 shrubs min. 12" catch basin amended with grate soil with 4" of compost 6" minimum freeboard % from maximum ponding depth 2' minimum :4 )) top of vegetated berm 4" rigid pipe outlet 3:1 maximum / to storm system slope BIORETENTION AREA SECTION VIEW A -A (not to scale) 1/9/2009 C-62 2009 Surface Water Design Manual — Appendix C C.2.5 RAIN GARDEN C.2.5.3 MAINTENANCE INSTRUCTIONS FOR A RAIN GARDEN If the rain garden flow control BMP is proposed for a project, the following maintenance and operation instructions must be recorded as an attachment to the required declaration of covenant and grant of easement per Requirement 3 of Section C.1.3.3 (p. C-18). The intent of these instructions is to explain to future property owners, the purpose of the BMP and how it must be maintained and operated. These instructions are intended to be a minimum; DDES may require additional instructions based on site - specific conditions. Also, as the County gains more experience with the maintenance and operation of these BMPs, future updates to the instructions will be posted on King County's Surface Water Design Manual website. TEXT OF INSTRUCTIONS Your property contains a stormwater management flow control BMP (best management practice) called a "rain garden," which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious or non-native pervious surfaces on your property. Rain gardens, also known as "bioretention," are vegetated closed depressions or ponds that retain and filter stormwater from an area of impervious surface or non-native pervious surface. The soil in the rain garden has been enhanced to encourage and support vigorous plant growth that serves to filter the water and sustain infiltration capacity. Depending on soil conditions, rain gardens may have water in them throughout the wet season and may overflow during major storm events. The size, placement, and design of the rain garden as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval either from the King County Water and Land Resources Division or through a future development permit from King County. Plant materials may be changed to suit tastes, but chemical fertilizers and pesticides must not be used. Mulch may be added and additional compost should be worked into the soil over time. Rain gardens must be inspected annually for physical defects. After major storm events, the system should be checked to see that the overflow system is working properly. If erosion channels or bare spots are evident, they should be stabilized with soil, plant material, mulch, or landscape rock. A supplemental watering program may be needed the first year to ensure the long-term survival of the rain garden's vegetation. Vegetation should be maintained as follows: 1) replace all dead vegetation as soon as possible; 2) remove fallen leaves and debris as needed; 3) remove all noxious vegetation when discovered; 4) manually weed without herbicides or pesticides; 5) during drought conditions, use mulch to prevent excess solar damage and water loss. 2009 Surface Water Design Manual — Appendix C 1 /9/2009 C-63 City of Tukwila Department of Community Development 8/2/2016 JAMES BARNETT 4058 S 128TH ST TUKWILA, WA 98168 RE: Permit No. D14-0349 BARNETT GARAGE 4058 S 128TH ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/25/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/25/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Wm\V9 Rachelle Ripley Permit Technician File No: D14-0349 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (BUILDING REVIEW NOTES) 1. The new plans have been revised to show portal framing at the front of the garage. However the plan shows only two panels each side of the center garage door. Show additional portal panels on each outside corner per code. Also specify exactly which portal design (size) shall be used and the meets design category D1 for this area. (2012 IRC OA�Wlit5t 1)('I 4 dt,d11(l 602.10.6) 2. Seismic and wind tie downs were not specified where the roof framing connects to the walls and beams. Identify the specific hardware that meets the TJI manufactures specifications for TJI connections at walls and beams on an angle. Provide connection and framing details at those (3) locations. QA ral je(z t. ` 1 3. The top overhang shows to be cut square rather than a vertical cut. Clarify if this is the intent and include in the overhang framing details mentioned in item (2. The end of rafters shall be protected from moisture damage to the structural framing by a method of flashing. Include flashing details. 04A ow deb, 4. Provide the depth of the interior post footing. Footing shall be sized to meet structural loads at those bearing points. ,�l/ do I11P 1 STe WA I1 ('e \/5. Provide beam calculations for the proposed LSL center beams. CORRECTION LTR# NLi--631-1? RECEIVED CITY OF TUKWILA AUG 19 2015 PERMIT CENTER City of Tukwila Department of Community Development August 18, 2015 JAMES BARNETT 4058 S 128TH ST TUKWILA, WA 98168 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D14-0349 BARNETT GARAGE - 4058 S 128TH ST Dear JAMES BARNETT, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (BUILDING REVIEW NOTES) 1. The new plans have been revised to show portal framing at the front of the garage. However the plan shows only two panels each side of the center garage door. Show additional portal panels on each outside corner per code. Also specify exactly which portal design (size) shall be used and the meets design category D1 for this area. (2012 IRC 602.10.6) 2. Seismic and wind tie downs were not specified where the roof framing connects to the walls and beams. Identify the specific hardware that meets the TJI manufactures specifications for TJI connections at walls and beams on an angle. Provide connection and framing details at those (3) locations. 3. The top overhang shows to be cut square rather than a vertical cut. Clarify if this is the intent and include in the overhang framing details mentioned in item (2. The end of rafters shall be protected from moisture damage to the structural framing by a method of flashing. Include flashing details. 4. Provide the depth of the interior post footing. Footing shall be sized to meet structural loads at those bearing points. 5. Provide beam calculations for the proposed LSL center beams. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, kiti,1 It T/i Rachelle Ripley Permit Technician File No. D14-0349 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 23, 2015 James Barnett 4058 S 128th St Tukwila, WA 98168 RE: Request for Application Extension Barnett Garage — 4058 S 128th St Dear Mr. Barnett, This letter is in response to your written request for an extension to Application Number D14-0349. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days, through November 5, 2015. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, Bill Rambo Permit Technician File: Permit D14-0349 W:\Permit Center\Extension Letters\Applications\2014\D14-0349 App Extension Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 /-1 p (4/ t:yti1- tp u jit'f Foceir, 5A(4,),e °It Diy-0 To. 114/ t‘up7 w;41-er) y vvi 5v (4.7 dose pe74-7 fi .101 vtEd mpe 11-1 54-4te. 4-01 eX kri_ j 1 ;41 Jo) (Alqyd/ec(lk,( • VI4Atej rf w ( 4-c fiEGEIVED filITV OF TUUKWRLA APR 2 1U15 PERMIT CENTER 71-1-1e5 (f41 2.06 Request for Extension # J Current Expiration Date: Extension Request: Approved for (� d days Denied (provide explanation) Signature/Initials City of Tukwila Department of Community Development April 8, 2015 JAMES BARNETT 4058 S 128 ST TUKWILA, WA 98168 RE: Application No. D14-0349 BARNETT GARAGE 4058 S 128TH ST Dear JAMES BARNETT: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0349 for the work proposed at BARNETT GARAGE (4058 S 128TH ST) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire 05/05/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D14-0349 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development November 24, 2014 JAMES BARNETT 4058 S 128TH ST TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0349 BARNETT GARAGE - 4058 S 128TH ST Dear JAMES BARNETT, Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (BUILDING REVIEW NOTES) 1. Plans and details shall require complete dimensions shown on the plans for the building plan view and elevations including concrete foundation perimeter, roof, doors and walls. 2. Show a side access door with door size. 3. Provide a designed wall bracing method or alternate -brace -wall method for the front garage walls that complies with code requirements for walls with garage openings for Seismic Design Categories D1 and D2 per 2012 IRC Chapter R602.10 Wall bracing. The details shall specify hardware hold-downs, methods for fasters to meet prescriptive codes. 4. Specify concrete floor shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway (IRC R309.1) 5. The plan did not show a side hinged access door. Provide clarification or show the door. 6. Specify foundation wall anchor bolts with 1/4" 3"x3" galvanized washers. Bolts shall be spaced no more than 6 feet apart, one at each end of a board and shall be a minimum of 7" embedment into the concrete. PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • 1. The slope of the roof must be a minimum of 5:12. 2. Please identify the height of the garage - maximum height is 30 feet. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PW DEPARTMENT: Dave Mcl-...,rson at 206-431-2448 if you have questions i..barding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: November 21, 2014 PROJECT: Barnett Detached Garage 4058 S. 128th Street 1st Review Comments PERMIT NO: D14-0349 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson@tukwilawa.gov Show & label on the plan sheet; the width & length dimensions of driveway, slope in % of driveway including cross slopes, drainage flow arrows across driveway, and proposed surface. Show & label on the plan sheet, any power and/or utilities for the proposed detached garage — if applicable. Show & label on the plan sheet, the storm drainage system for downspout control and proposed driveway. Storm Drainage shall be per the 2009 King County Surface Water Design Manual. All utilities including power are required to be underground, per City of Tukwila ordinance — if applicable. Verify completed Public Works fee estimate sheet for this Building permit. (See enclosed.) Connection to existing storm drainage pipe within S. 128th Street (if applicable) requires a new Type 1 catch basin to be installed by a Licensed Contractor. Show and label on site plan. If installed, the new catch basin shall be turned over to the City. Public Works will prepare document for recording at King County. Recording fee at King County to be paid by the applicant as part of this Building permit. Estimate cost for recording is $76.00. Any work within the S. 128th Street Public right-of-way requires a Street Use permit as part of this Building permit. Bonding, insurance, and a ROW Hold Harmless Agreement for work within the Public Right -of -Way are required. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D14-0349 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0349 PROJECT NAME: BARNETT GARAGE SITE ADDRESS: 4058 S 128 ST Original Plan Submittal Response to Correction Letter # DATE: 02/22/16 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division IS Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/23/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 03/22/16 Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0349 PROJECT NAME: BARNETT GARAGE SITE ADDRESS: 4053 S 128 ST Original Plan Submittal X Response to Correction Letter # 2 DATE: 08/19/15 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: poitto Building Division Public Works n Fire Prevention Structural Planning Division Permit Coordinator n 0 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/20/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/17/15 Approved Approved with Conditions Corrections Required ❑ Denied (ie: Zoning Issues) (corrections entered in Reviews) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0349 PROJECT NAME: BARNETT GARAGE SITE ADDRESS: 4058 S 128 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 08/10/15 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: cU thl�� Building Division 11111 Public Works 13 Fire Prevention Structural n pc* 01/ 4In Planning Division 14 Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/11/15 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews)/� OAY 11 Notation: Approved with Conditions Denied (ie: Zoning Issues) WmitatooV- DUE DATE: 09/08/15 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: te/ 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0349 DATE: 11/05/14 PROJECT NAME: BARNETT GARAGE SITE ADDRESS: 4058 S 128 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Cowi NA-1 W Building Division bb%11 ?—. Works Pr Nkk Fire Prevention Structural Planning Division Rs Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/06/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Approved with Conditions DUE DATE: 12/04/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �( CORRECTION LETTER MAILED: t d-' -! Departments issued corrections: B1dgW Fire ❑ Pingt:r PW1?"-- Staff Initials: 12/18/2013 PROJECT NAME: R.r,.,, t f) SITE ADDRESS: 1-1' "JU PERMIT NO: D if ORIGINAL ISSUE DATE: \l/\�� REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 4-11C Summary of Revision: (ir' t4fOA\ y[ 0�\ ion `�� vY ► 6f Aal Ci YY1z- Received by: /i6J REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f'4 21) 201 ( ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: I) ) LI 0 Project Name: Project Address: Contact Person: RECEIVED CITY OF TUKWILA FEB 222016 g6,4A_e Gt PERMIT CENTER S f2 Sfr -56vvle S Phone Number: '206 'Sv 13 Summary of Revision: t/ t'ttf'51'ee /v kckie 1 To It'� 1 /V ! I d ✓l C 1l i n 1=-1 S o✓� `Jd i -- ( W �d 11 (�' X 7.X 1 S 1 � l I) S I to rt ei Lu k ew) i1/4aJe/k k56 p.�( stAldv4l\ e'jv ( M100 IO5( 14 Si-titfiU, W7 '4 FI l dfr veil c4 ( j(�/<<;S vva ku 1( i s4 c (c- c S NI viol- -ad/ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisjon Received at the City of Tukwila Permit Center by: "E— Entered in TRAKiT on City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D 19 0 1 ❑ Response to Incomplete Letter # Response to Correction Letter #2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: (Ae,r— Gk(A5 1I053 S i to S�- '5 "e5 gr - Summary of Revision: cek, nut' Phone Number: Z 0 , W.-- Y\titki Set 04,i) RECEIVED CITY 0i="TUKWitILA 'AUG 19 Z015 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: LN-- Entered in TRAKiT on City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermit Number: D 14-0349 ❑ Response to Incomplete Letter # Z. Response to Correetion Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Barnett Garage Project Address: 4058 S 128 St Contact Person: T5 %frle ( 'j til e '-f! Phone Number: 206 OS-V (3i/ RectivED crry OF TUKWILA AUG 10 015 PERMIT CENTER Summ ry of Revision: 0-A e t S i S 61((et 6 4o C l OW 0 in ovj&, Qft � afirms hkkAt L-ef rfrth��o ! .h i k Pei, v I( J e Aefi zeo view j74v'i4e/tt oJ'r T. A r I F Ar41.1, 0,5e is 517.)I ) riveI coy)) /i° iQV`C, «t I( t spJA 1 . p� ,'- r,>k ",ec �/e �, v'g( J l ire e w� / " Sheet Nu�ber(s): S71._ "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: Q.—Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: C(✓kS ✓AiA ylle4, CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 43i-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING T)eviie_s C [please print name] , states as follows: PERMIT NO: L ` V '61—17 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requireme of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number �!, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. • • LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Owner's Agent* Signeyi and sworn to before me this Vi. da of 90-tA , 20117 TARP PUBLIC in and for the State of Washington Residing at Y1 , County Name as commissioned: �,�,L•( /1-6- hftle My commission expires: '5/? //Y 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician„or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate:to the like -in -kind replacement of a household appliance or` other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. All exterior walls shall be sheathed with 1/2" osb exposure 1 rated, and nailed with 8d galvanized box wire nails at 6" oc at edges and 12" oc and Most Widely Accepted and Trusted TABLE 1-SIMPSON STRONG -WALL PANELS SUPPORTED ON FOUNDATIONS' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 25 2015 City of Tukwila BUILDING DIVISION n live loads: exterior wal Maximum slump= 4" Min studs above. other concrete: STANDARD STRONG -WALL PANEL SINGLE GARAGE PORTAL STRONG -WALL PANEL SEISMIC FASTENERS - DOUBLE'GARAGE PORTAL,.SI PANEL DIMENSIONS PERMIT CENTER 3 L/sldp� �x Sfi��� rYwk ex ! 51 4i o0o k evse LAI,171 11 t4SeMe4Y rp4 I' ' B 4 -c rem q s);h, it ri vewef? c(e N R/A9/ / to w l I /7"-a/f..7 fried/ 7C' ev4tld/\ alift; J/7'eGv4 description of work: build a three car garage with a square footage of 660 feet and a maximum height of 21 feet. address: 4058 south 128th street, Tukwila, WA 98168 lot#: 7340600685 lot size: 10250 sf zoning: LDR t� rlc�a{ Gas P�pIg ( of Tukwila` .' fijll,^iON REVISIONS No changes shaft be made to the scope of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submittal and may ir.;,'ude edditionat pan review teas owner and builder: James Barnett, address same, 2068501387 or jamescbarnett@yahoo.com CORRECTION LTR# LE CO 0 14 °I Plan review approval is subject to errors and omissions. pproval of construction documents does not authorize t e violation of any adopted code or ordinance. Receipt o approved Field opy a is acknowledged: By: Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 5 2015 City of;Tukwila BUILDING DIVISION CITY OF TU RECEIVKWED ILA AUG 19 2015 PERMIT CENTER RECEIVED CITY OF TUKWILA AUG 19 2015 PERMIT CENTER DIVED FOR OMPLIANCE PROVED 25 2015 City o'f Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 19 2015 PERMIT CENTER EIEWED FOR C DE COMPLIANCE APPROVED AUG 2 5 2015 City of Tukwila BU DING DIVISION RECEIVED CITY OF TUKWILA AUG 1 9 2015 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 5 2015 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 5 '2015 City of Tukwila BUILDING DIVISION ALL THREAD ROD COUPLER NUT PORTAL WALL SILL 2-SWP PANEL SHEATHING FIGURE 5—GARAGE PORTAL INSTALLATION DETAILS (Continued) RECEIVED CITY OF TUKWILA AUG 19 2015 PERMIT CENTER