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Permit D15-0135 - EAST WEST TOWNHOMES - LOT 1 - NEW TOWNHOUSE
EAST -WEST TOWNHOMES - LOT 1 5044 S 109TH CT Dl 5=01 35 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.Rov COMBOSFR PERMIT Parcel No: Permit Number: D15-0135 Address: 5044 S 109TH CT Issue Date: 1/3/2017 Permit Expires On: 7/2/2017 Project Name: EAST -WEST TOWNHOMES - LOT 1 Owner: Name: HIGH COUNTRY HOMES LLC Address: 424 29TH ST NE #C , PUYALLUP, WA, 98372 Contact Person: Name: FILIPP KAPUSTIN Phone: (253) 722-4864 Address: PO BOX 188, PUYALLUP, WA, 98371 Contractor: " Name: JK MONARCH LLC Phone: (253),840-5660 Address: PO BOX 188 STE C, PUYALLUP, WA, 98371 License No: JKMONML874NA Expiration Date: 8/1/2017 Lender: Name: J K MONARCH Address: PO BOX 188, PUYALLUP, WA, 98371 DESCRIPTION OF WORK: CONSTRUCTION OF A THREE STORY 1771 SQ FT TOWNHOUSE WITH A 378 SQ FT ATTACHED GARAGE AND A 48 SQ FT COVERED DECK Project Valuation: $238,237.10 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Electrical Service Provided by: Fees Collected: $21,030.80 Occupancy per IBC: R-3 Water District: Sewer District: Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 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: 1 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Yes r Permit Center Authorized Signature: ' Date: 3 �` 0 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 permit and agre o the conditions attached to this permit. Signature: Date: Print Name: d 1s � t 5 in, V.. 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: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 10: For all commercial, multi -family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 11: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 11/4" Pentagon open -lift operating not. (City Ordinance #2052) 14: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" distance) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3-3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4- foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 9: Fire hydrant installation requires a Public Works permit. 6: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 501.4) 5: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) 7: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 8: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 4: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 15: Architectural plans consistent with plans approved by BAR design review (1-14-0045). Following condition must be met upon final inspection: 1) Landscaping and illumination (lighting) must be consistent with plans approved per Board of Architectural Review deicing review (1-14-0045) upon final inspection. 16: ***PUBLIC WORKS PERMIT CONDITIONS*** 17: 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. 18: 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. 19: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the townhome. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 23: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 24: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 25: Since the townhome must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 26: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 27: Prior to Public Works final inspection approval, the Owner/Applicant shall pay in full the current fee for the King County Sewer capacity charge, and bring proof of payment to the City of Tukwila Permit Center. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 4043 SI-E.I.F.S 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 6413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM City of Tukwila • Department of Public Works * 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov WATER METER INFORMATION Parcel No: Permit Number: D15-0135 Address: 5044 S 109TH CT Issue Date: 1/3/2017 Permit Expires On: 7/30/2017 Applicant: EAST -WEST TOWNHOM ES- LOT 1 DESCRIPTION OF WORK: CONSTRUCTION OF A THREE STORY 1771 SQ FT TOWNHOUSE WITH A 378 SQ FT ATTACHED GARAGE AND A 48 SQ FT COVERED DECK METER #1 METER #2 METER #3 Water Meter Size: 1" Water Meter Type: PERM Work Order Number: 21540130 Connection Charge: $100.00 $0.00 $0.00 Installation: $950.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: $1,125.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $6,005.00 $0.00 $0.00 TOTAL WATER FEES: $7,130.00 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tuk►vila, WA 98188 http://www.Tukwi]aWA.gov SITE LOCATION Building Permit No. I ) I ) Project No. Date Application Accepted: Date Application Expires:--�_�_� �t use 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" 5-Unit Townhouse Lot #1 Unit B V5 0l.�G� y. oa t CA.)King Co Assessor's Tax No.: 687420-1065 Site Address: 51 st Ave Sand South 111 th St Suite Number: Floor: Tenant Name: New Tenant: ❑ .....Yes 0-No PROPERTY OWNER Name: X Monarch Address: PO Box 188 City: Puyallup State: wA Zip: 98371 CONTACT PERSON — person receiving all project communication Name: Filipp Kapustin Address: PO Box 188 City: Puyallup State: WA Zip: 98371 Phone: (253) 722-4864 Fax: Email: permit@jkmonarch.com GENERAL CONTRACTOR INFORMATION Company Name: JK Monarch Address: PO Box 188 City: Puyallup State: WA Zip: 98371 Phone: (253) 306-4383 Fax: Contr Reg No.: Exp Date: 12/31 /2015 Tukwila Business License No.: BUS-0993886 ARCHITECT OF RECORD Company Name: MDP Consulting Architect Name: Mark Peterson Address: PO Box 1303 City: Sumner State: WA Zip: 98390 Phone: (253) 286-7073 Fax: Email: mark@mdparchitect.com ENGINEER OF RECORD Company Name: Sega Engineers Engineer Name: Greg Thesenvitz Address: 22939 SE 292nd PI City: Black Diamond State: WA Zip: 98010 Phone: (360) 886-1017 Fax: Email: segaengineers@comcast.net LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1� 19 Address: D x Q City: t V State: w Zip: Qg3-�� U H:\Applieations\Forms-Applications On Line\2011 ApplicationsTermit Application Revised . 8.9.1 l.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ 171,300 Existing Building Valuation: $ Describe the scope of work (please provide detailed information)- 3 story townhouse with attached garage located on main floor, see civil submittal for additional site information. Will there be new rack storage? ❑..... Yes ❑.. 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 I" Floor z88 2'i6.5 VB R3 2"d Floor 421 -735. VB R3 3`d Floor i39 VB R3 Floors thru t ` V ' l� Basement Accessory Structure* Attached Garage 386 VB R3 Detached Garage Attached Carport Detached Carport Covered Deck 48 VB R3 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: 15 Compact: Handicap: Will there be a change in use? El ....... Yes 0....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm 0 .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ❑ .......No If `yes', attach list ofmaterials and storage locations on a separate 8-112"x 11 "paper including quantities and Afaterial 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\2011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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. Submitted with Application (mark boxes which apr ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that applv): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ® ...Construct ion/Excavation/Fi I I - Right-of-way ❑ Non Right-of-way m m ...Total Cut 190 cubic yards ❑ .. Work in Flood Zone m ...Total Fill 1,308 cubic yards ❑ .. Storm Drainage ® ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water " m ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications\Form-Applications On Line\2011 ApplicationsTennit Application Revised - 8-9-1 Ldo" Revised: August 2011 Page 3 of 4 Ith PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 1 —11 , 3 oo Scope of work (please provide detailed information): Nf,`'J SlVI�Ve G litA t 4 ZCSO'Co 22 . DETAILED BUILDING INFORMMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 24� I' floor 2nd floor —7 9 Garage a carport ❑ 3 1 , Deck — covered (L uncovered ❑ l,+ Total square footage 2 1 q Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND .FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ i, 0DO furnace <100k btu thermostat emergency generator appliance vent 1 wood/gas stove fuel type: ❑ electric 9 gas H ventilation fan connected to single duct other mechanical equipment PLUMBING: -10 O O Value of plumbing/gas piping work $ Z bathtub (or bath/shower combo) bidet dishwasher floor drain lavatory (bathroom sink) sink water heater (gas) lawn sprinkler system water heater (electric) clothes washer shower water closet Z gas piping outlets H:Wpplications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh Page 2 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 THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A Date: 06/09/2015 Print Name: Hipp Kaoustin Day Telephone: (253) 722-4864 Mailing Address: PO Box 188 Puyallup WA 98371 City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsWermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees Loj 1 PROJECT NAME ► A._�> i 6. - i PERMIT # Ill 5 - U (66 _�; 1 .-r rrTvg 5. 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. 2 APPLICATION BASE FEE Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 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 Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. S250 (1) -0-00- (4) 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 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 15T 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, 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) $ z �-2X69-&G- The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the ubmission 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 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) A e :a 01 7. Pavement Mitigation Fee $ — (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 1 B to estimate the pavement mitigation fee. E 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 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 RATE YARDS 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for I't 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001—10,000 $194.50 for 1" 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the ls` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Technology Fee (5% of 6+8) Approved 09.25.02 2 Last Revised 01/01/14 (8) 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* j _ 1 2 - D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ _t, t 0 D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G . Dwwamish SAS . z, we- a � � ti $ H. Transportation Mitigation $ 33S I. Other Fees CAyc,t 1;1A-J%, n i/}t 1 i Total A through I $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ e-ea- (10) e ee 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) Installation Cascade Water Alliance RCFC 01.01.2014—12.31.2015 Total Fee 0.75 $625 $6005 $6630 1 ✓ $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 . $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 l emporary Meter 0.75" $300 2.5" $1,500 -7 / 1 < Approved 09.25.02 3 Clear Form Last Revised 01/01/14 13-138 Tukwila 8 Lot Short Plat— Parcel Numbers City of Tukwila Short Plat— L14-0032 Predevelopment parcels-9 tuts 687420-1065.. -1050, -1045, -1040, -1143, -1144, -1145,-1150,1160 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $542.64 D15-0135 Address: 5044 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0136 Address: 5034 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0137 Address: 5024 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0138 Address: 5014 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0139 Address: 5004 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0140 Address: 5025 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0141 Address: 5035 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0142 Address: 5045 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 TOTAL FEES PAID0. .4 Date Paid: Monday, February 27, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3019 Printed: Monday, February 27, 2017 8:34 AM 1 of 1 ilSYSTEMS DESCRIPTIONS PermitTRAK $155,732.69 D15-0135 Address: 5044 S 109TH CT Apn: $19,280.28 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,697.60 PERMIT FEE R000.322.100.00.00 0.00 $2,693.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $156.71 TECHNOLOGY FEE R000.322.900.04.00 0.00 $156.71 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0136 Address: 5034 S 109TH CT Apn: $19,539.10 11NCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 1 of 7 r�" 1.� SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $155,732.69 D15-0136 Address: 5034 5109TH CT Apn: $19,539.10 1 INCH $7,130.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 PERMIT FEE R000.322.100.00.00 0.00 $2,939.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $169.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $169.03 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0137 Address: 5024 5 109TH CT Apn: $19,539.10 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 PERMIT FEE R000.322.100.00.00 0.00 $2,939.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 2 of 7 or-P, SYSTFMS DESCRIPTIONS• QUANTITY PAID PermitTRAK $155,732.69 D15-0137 Address: 5024 S 109TH CT Apn: $19,539.10 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT.FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $169.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $169.03 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0138 Address: 5014 S 109TH CT Apn: $19,539.10 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 PERMIT FEE R000.322.100.00.00 0.00 $2,939.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 3 of 7 'yR�SY57EM5 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $155,732.69 D15-0138 Address: 5014 S 109TH CT Apn: $19,539.10 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $169.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $169.03 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0139 Address: 5004 S 109TH CT Apn: $19,485.55 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,893.10 PERMIT FEE R000.322.100.00.00 0.00 $2,888.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 4 of 7 ( ,' 7 SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $155,732.69 D15-0139 Address: 5004 S 109TH CT Apn: $19,485.55 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $166.48 TECHNOLOGY FEE R000.322.900.04.00 0.00 $166.48 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0140 Address: 5025 S 109TH CT Apn: $19,530.18 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,935.60 PERMIT FEE R000.322.100.00.00 0.00 $2,931.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $168.61 TECHNOLOGY FEE R000.322.900.04.00 0.00 $168.61 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 5 of 7 t_`? .$YSTEMS DESCRIPTIONS 1 PermitTRAK $155,732.69 D15-0141 Address: 5035 S 109TH CT Apn: $19,539.10 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.40S.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED 6640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 PERMIT FEE R000.322.100.00.00 0.00 $2,939.60 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335,95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $169.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $169.03 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0142 Address: 5045 S 109TH CT Apn: $19,280.28 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 6 of 7 __ P_WSYSTEAAS DESCRIPTIONS• QUANTITY PAID PermitTRAK $155,732.69 D15-0142 Address: 5045 5109TH CT Apn: $19,280.28 1 INCH $7,130.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,697.60 PERMIT FEE R000.322.100.00.00 0.00 $2,693.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $156.71 TECHNOLOGY FEE R000.322.900.04.00 0.00 $156.71 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 TOTAL' 1 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 7 of 7 tWSYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $14,926.81 D15-0135 Address: 51ST AVE 5 Apn: 6874201065 $1,750.52 DEVELOPMENT $1,750.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,750.52 D15-0136 Address: 51ST AVE 5 Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0137 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0138 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0139 Address: 51ST AVE S Apn: 6874201065 $1,877.59 DEVELOPMENT $1,877.59 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,877.59 D15-0140 Address: 51ST AVE S Apn: 6874201065 $1,905.22 DEVELOPMENT $1,905.22 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,905.22 D15-0141 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0142 Address: 51ST AVE S Apn: 6874201065 $1,750.52 DEVELOPMENT $1,750.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,750.52 TOTAL1 $14,926.81 Date Paid: Thursday, June 11, 2015 Paid By: JK MONARCH LLC Pay Method: CHECK 7558 Printed: Thursday, June 11, 2015 11:15 AM 1 of 1 R?SYSiEMS INSPECTION RECORD _ �/►/� Retain a copy with permit DI S' �1 .5 �/ 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: �16,%�✓ l Type of Inspection: B' 1 LJ)I } Fll1i Address: Date Called: Special Instructions: Date Wanted: a.m —1 • / p.m. IQy.5PZ- ea5k,77 Requester: F/J-P Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f1K— rA,,oe(,-y' -zFic f <n/E) Inspector: Date: EJ 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 f S� 0 3 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: Type of Inspection: Address: D e Called: Special Instructions: Date Wante Keq ester: , f !! Phone NbJ NApproved per applicable codes. E-1 Corrections required prior to approval. 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: L'ir Type of Inspection: r !!� Address: Date Called: Special instructions: Date Wanted: m. Req ester: i Phone ® Approved per applicable codes.El Corrections required prior to approval. REWSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 01S'1-vlSs INSPECTION RECORD [�IS _ 013; 03� Retain a copy with permit 6 14Z 1_8 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 Pro'ect: Type of Inspection: �. s I s Address: / 0 t. Date Called: Special Ins ructions: Date Wanted: a.m. 1 I >o L -5� lReqUester: Phone KApproved per applicable codes. 1-1 Corrections required prior to approval. {lnspector:/��,AAA111LL��ate: ❑ RELASPECTION 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 D« �� 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: Type of Inspection: Address:} Date Called: Special Instructions: 11 &A.4ZE jG Date Wanted: a.m 1,--19—)a p.m. Requester: Phone No: Date: f / 9 /S REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 110 V INSPECTION RECORD 1�f5-C�i3 I 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: 14247-7v"r .21 Type of Inspection: Rl'air 1-21/yl -1- Address: S�IQ 7 L // Date Called: Special Instructions: 6/�--s f'1pa- Isla & Date Wanted: CLm. /7-16 p.m. aaggppinc, AVV$AW�iL F7 t- Requester: �2/Ir(,G EYTF �t�t3rA, E6><, ao '�i�ru6 ;�VVs1J t�aa Phone No: ;Z5.3 -72 `Z- fglP Approved per applicable codes LJ Corrections required prior to approval. COMMENTS: 044 prao eC11-INC, JXSt1�rRd N Q J< - ICI N4-L MaC146JUKAL Inspector: 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 �1S m Oi35`� ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr5Oct: Ty a of Inspection: Address:� f 56 jel Date Call d: Special Instructions: � Date Wanted/ a.m /� LC 1 -7 p.m. Requester Phone No: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD f Retain a copy with permit SPE 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: ,¢ff %1.v Ag 7Z5kJA)i+0M't-:5 Type of Inspection: LA)AL_. /NSLYLATT© u Address: 576 4q S, t05?70 C7--, Date Called: Special Instructions: LET' Date Wanted: a.m. 9 17 p.m. Requester: Phone No: W Approved per applicable codes. Corrections required prior to approval. lai COMMENTS: Inspector: Date: d �� 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 permits INSP ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proo'',ect: G - Type of Inspe tion: I I2a Ace AA Address: Szqq s C-r- Date Called: Special Instructions: Z&7- ! Date Wanted: m. l7 _ Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. F] 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 per � �S ' vl 3S` INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: Type of Insp ction: Address: qy S ion Date Called: Special Instructions: f Date Wanted: S� 17 p.m. Requester: Phone No: Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: Inspector: Date: 1 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 �t5 _ 0 1 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 Pro* ct:( -' 1911 " gvLly Type of Inspection: ft-CH l7l lo Address: �f✓� 9 , ^�/ � Y Date Called: Special Instructions: Z Date Wanted: a.m. Requester' Phone No: Approved per applicable codes. LJ Corrections required prior to approval. (Inspector:/�,_- (Date: q 1" j/-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, WE INSPECTION RECORD _ Retain a copy with permit I INS - G 1 3S� 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 P?ct: W/A {vw ype ofInspection: a s Address: 56 Date Called: Special Instructions: �� Date Wanted: S / 7 p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: S� Ilnspector: J�A— (Date: 7 A/4'17 I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD l r Retain a copy with permit ITW�,0135:: 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 Pro'ect: P Ty a of Ins ction: a� Address: szq Date Call : Special Instructions: �fl! Date Wanted: � t 7 m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. nspector 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 tS 011 �7; INSP ION 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 Pro'ect, F:✓�k)�7�!'� 9� Type nspection: 1 Address: V' 0— Date Called: Special Instructions: / Date Want m Requester Phone No: Z— Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: %Alh -7 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: arr! Type of pection: M Address: 774 Ogg S AN Date Called: Special Instructions: of 1 e Wa t : .m. N 1°7 �Rq _ ueste Phone No: Approved per applicable codes. 4 Corrections required prior to approval. COMMENTS: I P f �i r Z:�% '� A�.� I,e l% i Inspector: Date: 2 �Y ✓ j7 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: T! of , Inspection: r'(JL A- )Ai Mw 1*r 6AL. Address: Date Called: Special Instructions: 2oI a.m Date WantedLa 7h -7 p.m. Requester: Phone No: WApproved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ePERMITRetain a copy with permit jbl!;s-03S— N INS TION N0. N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: T(yy,,p Dorf Inspection/,: I y Address: �d p `p' Date Called: Special Instructions: // Date Wanted)93 � / 7 p.m. Requester: Phone No: El 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 D 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 P►P>ain����� „ Project:. ,e;� Yid Ty a of Inspe lion: -AS Address: Date Called: Special Instructions: ! Date Want -7 p.m. lRequestd1r: Phone No: Approved per applicable codes. Corrections required prior to approval. [J Inspector: Date: Ab't. 1 -7 �311 7 U 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 I S" 0/� INS ION 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 Pro'ect: Z T of In ection: Address: CQ 0q N 07 Date Call d: Special Instructions: l _ Date Wanted:/ p.m. % 17 Requester: Phone No: 11 Approved per applicable codes. LJ Corrections required prior to approval. U 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: Type of Inspection: Address: ��/Zjil —S (f Gz i Date Called: Special Instructions: Date Wanted M. Requester: Phone No: aApproved per applicable codes. E Corrections required prior to approval. IInspector. / � IDate: 03-h-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD r P Retain a copy with permit �� INSPECTION N0. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec�t:p w ��G� T pe of Ins ection: q� Address: o,/4C ate Calle : Special Instructions: �f17— Date Want d: a �p /Z p.m. Requester Phone No: Approved per applicable codes. E Corrections required prior to approval. II paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Of 3� IN ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pro'ect: T e of Inspection: Address: Date Called: Special Instructions: l Date Wanted: a.m. " /% P.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IIN 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 Pro'ect: Ty a of Inspe ion, G - (i ela n L Llrt t! Address: Date Called: Special Instructions: //__•• Date Wante a.M- [t76 1 l�— p.m. Requeste Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 1 Retain a copy with permit I N 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: / �l Type of Inspection: I, L I t CIA Address: Date Called: Special Instructions: 2 Date Wanted: / _ -p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: T ia Inspector: Date: 14s� 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��''��3 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 u Project: Type of Inspection: / k -2�9 Address: ✓.�en— Date Called: Special Instructions: 07 Date Wanted: a. S'�/7 p-7R r� Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. II paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION 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 Pro* ct: ITyne t. ,. of Inspection: - Address: e.Z),qjag /C Date Called: Special Instructions:a' Date Wanted/3 m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: S Inspector: /��I 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 I'D �I,' IN ION 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 Pro' ct: �^ Type of Inspection: Address: Date Called: Special Instructions: L Date WantbiZ/ 7 p.m. � Requeste . Phone No: n Aooroved oer aoDlicable codes. n Corrections required prior to approval. 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 permit ermit 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: —14JkST %MWNHbM -5 Type of Inspection: -h~/Y Address: ,sio`t `f -s, l6 fT+ (',r) Date Called: Special Instructions: Date Date Wanted: a.m. _l %—i 7 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. `-I paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. INSPECTION RECORD -��] Retain a copy with permit ens IN XE0150N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro� 'ect, Type of Inspection: Address: Date Called: Special Instructions: Z4 t/ Date Wanted 7 .m. /�Z/ 7 p.m. Requester: Phone No: Approved per applicable codes. M Corrections required prior to approval. IJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit JD5r 613S 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- G ^ 1 P ' NOYM6--1 Type of Inspection: �3 Address: —17 % �Cr Date Called: Special Instructions: j G!� Date Wanted: a.m. J Requester: Phone No: Approved per applicable codes. 1-1 Corrections required prior to approval. I' 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 Pro'ect: Type of Inspection: Address: -, e77 Date Called: Special instructions j ` Date Wanted: a.m. 3s2-/7 p.m. Requester: Phone No: 2fApproved per applicable codes. E Corrections required prior to approval. MON --- (inspector: < (uate: -?-2i-f .7 I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. -*<�% tk-t 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: Ty of Inspection: Address: ..,y ,7M Date Called: Special Instructions: >-_ ] f I Date Want ' : l'• Request r: Phone No: Approved per applicable codes. M Corrections required prior to approval. pector: Date: REINSPECTION FEE REQUIRED. Prior to next inspeoiion, 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: Ty f Inspection: —D12AIAJ.; Address: �4 lizi�� Date Called: Specia Instructions: � Date Wan�te � � 1 � a.m. Requeste . Phone No: XApproved per applicable codes. LJ Corrections required prior to approval. II paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Dl`� 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: a-�-1-w 5'T -a1AjiVN mr.5' Type of Inspection: v,JJ-0A3761Y Pjpf . — Address: Z y yr 1 ��ir�► C'r Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: 0 Approved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD _ IL�J 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-w itlbldMCS Type of Inspection: 6viJb+nafJ AI-L Address: '55. Ocnf 1 Date Called: Special Instructions: �Q� I Date Wanted: m. :2--9 1-17 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: j AA l AI C' Inspector: Vr Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD P /1-5- 0 Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: -76AI A4 9 L-L Address: 5G 5. 10'rt/ e7 Date Called: Special Instructions: 1-407-7 Date Wanted: Requester: Phone No: 'Inspector: Datg;-/ 7a 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 F-bis--ol 35 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: -i S— rWA) (1M&-S Type spe'c�trion: Address: 0 5 111.9m Cl— Date Called: Special Instructions: 11 zc).7— / Date Wante / 3/ % -7 m. IR—equestcfr: Jf Phone No: aApproved per applicable codes. F-1 Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 011 INSPECTION RECORD /)K' CO/.3S Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / ��. l f Type on Inspection: Address: Suite #: Contact Person: Special Instructions: Phone No.: � Approved per applicable codes. FICorrections required prior to approval. 1 COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: / C} ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 W INSPECTION RECORD 2 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407, Project: L Type of Inspection: .— �,C&-rL- Ih..�✓�t� Address: %f_ S C lti �I Contact Person: Suite #: f Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /P" �12 0� 467Z L T07; .Sec j o T-b F i;sc rt\j Prt = Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occu ancy Type: Inspector: Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Isming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER I>IS'-C�135 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: r C T 1 Type of Inspection: -�P12/./ Zn— Address: f, Suite #: 4 4!� . A�% Contact Person; ` Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: 1-1 Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occu ancy Type: Inspector: k,—I-;l c-) Q— I Date: --6/7 ,4, // -:� I Hrs.: j ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 0 1, f .i v Stantec FILL PROPOSED SHORT PLAT TUKWILA, WA Geotechnical Investigation XWL N e��LO DEC 0 3 2015 PEKMiT CENTER Prepared for. Abbey Road Group Job No. 13-138 P.O. Box 1224 Puyallup, Washington 98372 coRREcy4aW LTR# � •, rnepaiea ay: Stantec Consulting Services, Inc. 11130 NE 33`d Place, Suite 200 Bellevue, Washington 98004 Tel: (425) 869-9448 Fax: (425) 869-1190 Project No.: 185750184 Revised November 19, 2014 Tukwila, WA Geotechnical Investigation Section 1: Introduction Table of Contents 1 Introduction.............................................................................................................................1 2 Project Description................................................................................................................1 3 Site Description.......................................................................................................................1 4 Geotechnical Subsurface Investigation...............................................................................2 4.1 Site Investigation Program ...................... ........................................................................2 5 Soil and Groundwater Conditions........................................................................................3 5.1 Area Geology ............... :.................................... .............................................................. 3 5.2 Soil Conditions................................................................................................................3 6 Geological Hazards.................................................................................................................5 6.1 Landslide Hazard............................................................................................................5 6.2 Erosion Hazard...............................................................................................................6 6.3 Seismic Hazard...............................................................................................................6 7 Slope Stability Analyses....................................................................................................7 8 Discussion..............................................................................................................................8 8.1 General........................................................................................................:...................8 9 Recommendations.................................................................................................................9 9.1 Site Preparation..............................................................................................................9 9.2 Temporary Excavations ...................................... :............................................. .............. 9 9.3 Erosion and Sediment Control......................................................................................10 9.4 Foundation Design.......................................................................................................11 9.5 Retaining Walls.............................................................................................................12 9.6 Slab-on-Grade........................................................................................................ 9.7 Infiltration ............................................. ...............................................................13 9.8 Utilities..........................................................................................................................15 9.9 Groundwater Influence on Construction.......................................................................16 9.10 Pavement Design......................................................................................................... % 10 Construction Field Reviews................................................................................................17 11 Closure..............................................................................................................................18 List of Appendices Appendix A .. Statement of General Conditions AppendixB.......................................................................................................................Site Maps Appendix C................................................................................................... Borehole Log Records Revised November 19, 2014 I 1 Stantec Project No. 185750184 l Tukwila, WA Geotechnical Investigation Section 1: Introduction 1 INTRODUCTION In accordance with your authorization, Stantec Consulting Services, Inc. (Stantec) has completed a geotechnical investigation for the proposed residential short plat located southwest of the intersection of South Hazel Street and 51 s' Avenue South in Tukwila, Washington (Figure 1). The purpose of the geotechnical investigation was to identify subsurface conditions and to provide geotechnical recommendations for design and construction of the proposed residential buildings. The scope of work for the geotechnical investigation consisted of a site investigation followed by engineering analyses to prepare this report. Recommendations presented herein pertain to various geotechnical aspects of the proposed development, including foundation design and pavement recommendations. 2 PROJECT DESCRIPTION The currently proposed development includes two, 2 to 3 story residential buildings (8 total units) along with asphalt paved parking areas, stormwater facilities, and landscaped regions. We understand that the structures will be wood framed and supported by continuous perimeter footings and column pads within the building footprints. The two multi -story buildings will be located in the eastern portion of the site. We have reviewed a site plan dated January 17, 2014 updated April, 2014 which shows the site layouts and proposed developments. We have included a copy of this site plan in Figure 5. We anticipate that foundation loads will be generally light to moderate; on the order of 2 kips per square foot (ksf). We anticipate that site grading will include cuts and fills on the order of 4 feet or less for general site development and cuts of up to 8 feet for construction of concrete basement/retaining walls along the west sides of the proposed structures. Stormwater infiltration facilities will be located west of the buildings. Relatively short concrete retaining walls will be located around the sides of the infiltration pond and along the bioswale south of the pond. We have not received specific site grading information, building foundation details, or retaining wall details. 3 SITE DESCRIPTION The site is located southwest of the intersection of South Hazel Street and 51 n Avenue South in Tukwila, Washington. The general location of the site is shown on Figure 1 (Vicinity Map). The site includes nine tax parcels (No.'s 6874201065, 68474201045, 6874201040, 6874201050, 6874201143, 6874201144, 6874201145, 6874201150, and 6874201160) with a total area of approximately 1.123 acres. Revised November 19, 2014 Project No. 185750184 • a r a Tukwila, WA Geotechnical Investigation Section 4: Geotechnical Subsurface Investigation The site slopes downward toward the west and southwest at magnitudes ranging from approximately 25 to 40 percent with an average overall gradient of about 30 percent. The topographic relief across the site is approximately 50 feet. A short slope extends downward into the site from 51" Avenue South with a magnitude of up to 100 percent and topographic relief of 6 to 10 feet (north to south along site frontage). This slope appears to have been created during construction of 51" Avenue South (filled area). The site is undeveloped and is vegetated with blackberries, grasses, and ferns, along with sparse deciduous and evergreen trees. Areas of vegetation debris and other fill materials are located along the east and south margins of the property. The site is bordered to the east by 515' Avenue South, to the north by a commercial building, to the south by multi -story residential buildings, and to the west by undeveloped land and residential structures. 4 GEOTECHNICAL SUBSURFACE INVESTIGATION 4.1 Site Investigation Program The geotechnical field investigation program was completed on December 24, 2013 and included drilling and sampling two hollow stem auger borings drilled by a Stantec subcontractor, using a limited access track mounted drill rig. The borings were located strategically to provide data across the site between the relative topographic high and low points. Additionally, five hand borings were advanced near proposed building corners to confirm the shallow soil conditions anticipated from the results of the drilled borings. The soils encountered were logged in the field during the exploration and are described in accordance with the Unified Soil Classification System (USCS). Disturbed soil samples were obtained by using the Standard Penetration Test (SPT) as described in ASTM D-1586. The Standard Penetration Test and sampling method consists of driving a standard 2-inch outside - diameter, split barrel sampler into the subsoil with a 140-pound hammer free falling a vertical distance of 30 inches. The summation of hammer -blows required to drive the sampler the final 12- inches of an 18-inch sample interval is defined as the Standard Penetration Resistance, or N-value. The blow count is presented graphically on the boring logs in this appendix. The resistance, or "N" value, provides a measure of the relative density of granular soils or of the relative consistency of cohesive soils. A Stantec field representative directed the drilling program, collected disturbed soil samples from split spoon sampler tubes, classified the encountered soils, kept a detailed log of each auger hole, and observed and recorded pertinent site features. The results of the drilling and sampling are presented on the boring logs enclosed in Appendix C. Revised November 19, 2014 Mantec Project No. 185750184 2 A Y A Tukwila, WA Geotechnical Investigation Section 5: Soil and Groundwater Conditions 5 SOIL AND GROUNDWATER CONDITIONS 5.1 Area Geology The site lies within the Puget Lowland. The lowland is part of a regional north -south trending trough that extends from southwestern British Columbia to near Eugene, Oregon. North of Olympia, Washington, this lowland is glacially carved, with a depositional and erosional history including at least four separate glacial advances/retreats. The Puget Lowland is bounded to the west by the Olympic Mountains and to the east by the Cascade Range. The lowland is filled with glacial and non -glacial sediments consisting of interbedded gravel, sand, silt, till, and peat lenses. The Geologic Map of Seattle, indicates that the site is located near the contact between Vashon Glacial Till and Vashon Advance Outwash. Vashon Glacial Till is typically characterized by an unsorted, non -stratified mixture of clay, silt, sand, gravel, cobbles and boulders in variable quantities. These materials are typically dense and relatively impermeable. The poor sorting reflects the mixing of the materials as these sediments were overridden and incorporated by the glacial ice. Vashon Glacial Till is typically underlain by Vashon Advance Outwash, which consists of poorly graded sand with local silt and clay interbeds deposited in front of the advancing glaciers. These materials are dense to very dense and typically moderately to highly permeable. Vashon Advance Outwash, which is locally known as the Esperance Sand member of the. Vashon Drift, is commonly underlain by the Lawton Clay member of the Vashon Drift and/or Pre -Fraser Deposits. In the area of the site, the Advance Outwash is underlain by the fine grained member of the Pre -Fraser Deposits. North of the site, the outwash deposits are underlain by Lawton Clay. Many documented landslides in the City of Seattle and vicinity occur at or near the contact between the Esperance Sand (Advance Outwash) and underlying Lawton Clay. This is due in part to surface water infiltrating through the permeable outwash deposits down to the impermeable silt -clay materials. Following extended periods of heavy precipitation, the increased groundwater causes blowouts near the contact between the sand and silt/clay. The site is mapped with an overprint of mass wastage deposits. These typically signify that earth movement has occurred in the area, although exact timing is typically unknown and is based on interpretation of surficial conditions, vegetation, landforms, and shallow soil conditions. 5.2 Soil Conditions Details of the encountered soil conditions are presented on the boring logs in Appendix C. The detailed soil description on these logs should be referred to in preference to the generalized description provided below. Boring B-1 The soils encountered in Boring B-1 included approximately 12 to 18 inches of vegetation and topsoil underlain by approximately 11.5 feet of medium dense, fine to medium grained sand with areas of gravel and silt (Weathered Advance Outwash). This layer was underlain by approximately 52 feet of very dense, fine to medium grained sand with areas of gravel (Advance Outwash). This layer was underlain by hard silt with variable amounts of sand and clay (Pre -Fraser Deposits), which extended to the termination depth of B-1. Revised November 19, 2014 Stantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 5: Soil and Groundwater Conditions Boring B-2 The soils encountered in Boring B-2 included approximately 9 feet of medium dense, fine to medium grained sand with variable amounts of gravel and silt (Fill), underlain by medium dense to very dense, fine to medium grained sand with areas of gravel and silt (Advance Outwash), which extended to the termination depth of B-2. Hand Borings HB-1 through HB-5 All of the hand borings encountered approximately 6 to 12 inches of topsoil and vegetation underlain by loose to dense, fine to medium grained sand with trace amounts of gravel and silt (Advance Outwash), which extended to the termination depths of the hand borings (approximately 3 to 5 feet below existing grades). The soils in the hand borings were generally medium dense at approximately 2 to 3 feet below grade and became denser with depth. Supplementary Subsurface Data from the Site Vicinity We also referred to Subsurface Geology Information System by the Washington Department of Natural Resources (DNR) that provided borehole data in the vicinity compiled by the Seattle Engineering Department from many agencies including Seattle Public Utilities (SPU) and King County. This data was also used to establish the approximate configuration of different soil contact interface lines. Groundwater At the time of our investigation, groundwater was observed in Boring B-1 at approximately 64 feet below the existing site grade. Groundwater was not observed in the other boring or any hand boring during our investigation. We observed light seepage within downslope properties east of 491h Avenue South near an Elevation of 225 feet (King County MAP). We interpret this seepage to be spring activity located near the contact between Pre -Fraser Deposits and Advance Outwash. The elevation of the spring activity is generally consistent with the groundwater level encountered in Borehole B-1. Water table elevations often fluctuate over time. The groundwater level will depend on a variety of factors that may include seasonal precipitation, irrigation, land use, climatic conditions and soil permeability. Water levels at the time of the field investigation may be different from those encountered during the construction phase of the project. Groundwater monitoring wells were not installed as part of this investigation, therefore determining long term groundwater fluctuations is beyond the scope of this report. Staintec Revised November 19, 2014 Project No. 185750184 4 c r � Tukwila, WA Geotechnical Investigation Section 6: Geological Hazards 6 GEOLOGICAL HAZARDS 6.1 Landslide Hazard The Geologic Map of Seattle shows an overprint of Mass Wastage Deposits over the Advance Outwash and Pre -Fraser Deposits within the west half of the site and extending to the west approximately 1,000 feet. The map also shows a scarp extending generally southeast to northwest through the middle portion of the site (Figure 2). Typically, slopes with magnitudes greater than about 40 percent and vertical relief of at least 10 feet can be classified as geologically hazardous (steep slope/landslide hazards). While this site has an overall slope magnitude of approximately 30 percent, the mapped overprint of mass wastage deposits and a landslide scarp within the property result in the site as being classified as potentially geologically hazardous. The City of Tukwila Municipal Code, Section 18.45.120, classifies potential geologically hazardous areas as follows: Class 1 — Landslide potential is low with slopes less than 15 percent in magnitude. Class 2 — Landslide potential is moderate with slopes ranging between 15 and 40 percent in magnitude and the area in question is underlain by relatively permeable soils. Class 3 — Landslide potential is high with slopes ranging between 15 and 40 percent in magnitude and the area is underlain by relatively permeable soils and has local slope areas greater than 40 percent Class 4 — Landslide potential is very high; includes areas with mapped zones of groundwater seepage, and also include existing mapped landslide deposits regardless of slope inclination. It is our opinion that the upper portion of the site meets the criteria of a Class 2 Hazard Area and the lower, more sloping portion mapped with mass wastage overprints meets the criteria of a Class 4 Hazard Area. The Class 4 designation encompasses the west portion of the site and adjacent downslope properties. The overall slope system has a topographic relief of approximately 200 to 250 feet with local magnitudes exceeding 50 percent and an overall average gradient on the order of 30 to 35 percent. The Seattle Landslide Study, (Shannon and Wilson 1999-2000), discusses landslide activity within the City of Seattle and provides information on mitigation, causes, landslide types, and locations of landslide activity. The site is located just south and west of the City of Seattle limits; however, much of the information provided in this study is applicable for the site, or can be reasonably inferred from the study. The study discusses that most of the landslides that have occurred along the west facing slopes of Beacon Hill are groundwater -blowout type landslides and that most of these occurred prior to the 1960's and the construction of 1-5. The construction of 1-5, and specifically deep cylinder piles and retaining walls, effectively increased stability in the area. Revised November 19, 2014 Stan{ec Project No. 185750184 t , Tukwila, WA Geotechnical Investigation Section 6: Geological Hazards The native soils that underlie the site are generally dense to very dense and do not appear to have ongoing issues related to landslide activity. It is our opinion that landslide activity and/or subsidence occurred prior to the 1960's and possibly as long ago as 11,000 years, following the glacial retreat and subsequent mass wasting that occurred due to groundwater release. There are numerous existing residences within the mass wastage zone below the site that appear to be unaffected by any significant earth movements. The date of construction of several residences below the site are 1916, 1938, 1943, and 1980, which indicate that the area has been stable for an extended period of time. 6.2 Erosion Hazard The Natural Resources Conservation Services (NRCS) maps for King County do not provide soil information for this area. However, based on our experience with similar soil and slope conditions, we anticipate that the site is underlain by sandy loam soils that will have a "Moderate" to "Severe" erosion potential in a disturbed state. It is our opinion that soil erosion potential at this project site can be reduced through landscaping and surface water runoff control. Typically, erosion of exposed soils will be most noticeable during periods of rainfall and may be controlled by the use of normal temporary erosion control measures, such as silt fences, hay bales, mulching, control ditches and diversion trenches. The typical wet weather season, with regard to site grading, is from October 31st to April 15`. Erosion control measures should be in place before the onset of wet weather. 6.3 Seismic Hazard We encountered medium dense to very dense soils at the project site. The overall subsurface profile corresponds to a Site Class D as defined by Chapter 20 of ASCE 7 (Table 20.3-1) and referenced in Table 1613.3.2 of the 2012 International Building Code (2012 IBC). A Site Class D applies to an overall profile consisting of medium dense/stiff to very dense/hard materials within the upper 100 feet. We referenced the U.S. Geological Survey (USGS) Earthquake Hazards Program Website (seismic calculator) to obtain values for SS, S,, Fa, and F, The USGS website includes the most updated published data on seismic conditions. The site specific seismic design parameters and adjusted maximum spectral response acceleration parameters are as follows: PGA (Peak Ground Acceleration, in percent of g) 32.13 (10% Probability of Exceedence in 50 years) 66.57 (2% Probability of Exceedence in 50 years) SS 149.3% of g S, 51.40% of g FA 1.00 Fv 1.50 Stantec Revised November 19, 2014 Project No. 185750184 6 Tukwila, WA Geotechnical Investigation Section 7: Slope Stability Analyses Additional seismic considerations include liquefaction potential and amplification of ground motions by soft/loose soil deposits. The liquefaction potential is highest for loose sand with a high groundwater table. The dense to very dense, glacially consolidated materials that underlie the site have a low potential for liquefaction. 7 SLOPE STABILITY ANALYSES The commercially available slope stability computer software Slope/W was used to evaluate the global stability of the slope system within the property and extending downslope to the west of the site, through a section of the topography (Figure 3). The slope stability was analyzed under static and seismic (pseudo -static method) conditions for existing conditions and with the proposed construction in place. The computer software (program) generates thousands of potential failure surfaces and calculates associated factors of safety and return with the most critical surface and factor of safety associated with it. Besides, we stipulate the potentially critical slip surfaces based on the engineers' experience. This software calculates the slope stability under seismic conditions using pseudo -static methods using a seismic coefficient. The stability of the described configuration was analyzed by comparing observed factors of safety to minimum values as set by standard geotechnical practice. A factor of safety of 1.0 is considered equilibrium and less than 1.0 is considered failure. A typical minimum factor of safety for global stability is 1.3 to 1.5 for static conditions and minimum 1.1 for seismic conditions. In accordance with typical jurisdictional requirements, including the City of Seattle Building Code, and USGS seismic data, we used a seismic coefficient of 0.2. The following estimated soil parameters were used in our analyses: Soil Description Unit Weight Cohesion Friction (pcf) (psf) (degrees) Medium Dense Undocumented 125 0 32 Fill (SP-SM) Dense to Very Dense Advance 125 0 36 Outwash Sand (SP) Very Stiff to Hard Silt (ML) 120 0 20 (Residual Strength along a potential Slide Plane- worst case) Slope Stability Analysis Results Generalized Critical Cross- Static Factor of Safety 0.2g Seismic Factor of Safety Section For Existing Conditions 1.906 1.100 Post- construction with Structural 2.285 1.144 Loads and Site Grading Stantec Revised November 19, 2014 Project No. 185750184 7 Tukwila, WA Geotechn ical Investigation Section 8: Discussion The analyses indicate that the Factor of Safety (FS) for global slope stability is higher than the recommended minimums of 1.5 for static conditions and at or near the minimum recommended value of 1.1 for seismic conditions for the worst case scenario under generalized cross-section (Figure 4). We also analyzed the slope section through the detention/infiltration pond utilizing a relatively shallow groundwater regime to model the proposed infiltration systems at the site. A groundwater level of approximately 10 feet below grade, extending generally parallel to the slope face was used in our analysis. The results of these analyses are as follows: Slope Stability Analysis Results Generalized Critical Cross- Static Factor of Safety 0.29 Seismic Factor of Safety Section For Existing Conditions with 1.977 1.185 Groundwater Seepage The analyses indicate that the Factor of Safety (FS) for global slope stability is higher than the recommended minimums for static and seismic conditions. We conclude that the slope stability factors of safety for the construction east of the crest /scarp line are more than the required values. 8 DISCUSSION 8.1 General The site is located, in part, within an older landslide system as indicated by the mass wastage overprint found on the Geologic Map of Seattle. Based on the results of our investigation and review of available borehole data, geologic and landslide study information for the site area, it is our opinion that the risk for landslide activity is relatively low. The native subsurface soils are generally dense to very dense or hard, and we did not observe evidence of significant deep seated landslide activity in our borehole explorations. Furthermore, the presence of residences since 1916 in the area below the site and within the mass wastage area that do not appear to have been damaged from landslide activity, indicate that earth movements of significant magnitude are not ongoing. This does not preclude the risk for future earth movements; however, it indicates that the area has been stable for a relatively long period of time. Due to the proximate location of the older mass wastage deposits, we recommend that all structures be setback at least 20 feet to the east from the top of the slope/scarp and proposed parking lot areas be setback at least 10 feet to the east from the top of the slope/scarp. Figure 2 shows the location of the `top of slope' or scarp line along with the location of the proposed buildings. Figure 5 includes the provided site plan that indicates the same line along with the proposed buildings and pavements setback from the mass wastage area. Revised November 19, 2014 8 $tam Project No. 185750184 Tukwila, WA G eotech nica I Investigation Section 9: Recommendations The results of the site investigation completed, for the proposed development indicate that the site is underlain by medium dense to very dense advance outwash sands which are suitable for support of the proposed structures. At the time of this report, we have reviewed a site plan showing the building, stormwater facilities, concrete retaining walls, and certain utility locations along with setbacks from the top of slope/scarp line. We recommend that we review the final grading and building plans as well as project specifications prior to construction to verify that our recommendations are fully incorporated. Stormwater management will include infiltration of downspout and other surface waters that develop from impervious surfaces. It is our opinion that the volumes of stormwater will not significantly increase the likelihood of landslide activity within the site or adjacent areas. 9 RECOMMENDATIONS 9.1 Site Preparation Trees, shrubs and other vegetation should be removed prior to stripping of any surficial organic -rich soil. Based on our site observations and explorations, the depth of organic rich soils will be limited to the upper 12 to 18 inches. Any excavated topsoil materials will not be suitable as fill material within the proposed parking areas or building envelopes, but could be used as fill material in non - settlement sensitive areas such as landscaping. In these non -settlement sensitive areas, the fill should be placed in maximum 12 inch thick lifts that should be compacted to at least 90 percent of the modified proctor (ASTM D 1557 Test Method) maximum dry density. The fines content is generally low to moderate for the near surface soils that may be excavated as part of site development. We anticipate that these soils may only be suitable for use as structural fill during the dry, summer weather periods. All structural fill should be placed in maximum lift thicknesses of 12 inches and the material should be compacted to a minimum of 95 percent of the modified proctor maximum dry density, as determined by the ASTM D 1557 test method. Imported structural fill should consist of a sand and gravel mixture with a maximum grain size of 3 inches and less than 5 percent fines by weight. 9.2 Temporary Excavations Based on our understanding of the project, we anticipate that the grading will include local cuts on the order of approximately 8 feet for construction of concrete retaining wails (basement walls). For any temporary cuts that will extend deeper than 4 feet, the temporary excavations should be sloped no steeper than 1 H:1 V (Horizontal: Vertical) in the medium dense to very dense outwash deposits. If an excavation is subject to heavy vibration or surcharge loads, we recommend that the excavation be sloped no steeper than 1.5H:1 V where room permits. All temporary cuts should be in accordance with the Washington Administrative Code (WAC) Part N, Excavation, Trenching, and Shoring. The temporary slopes should be visually inspected daily by a qualified person during construction activities and the inspections should be documented in daily Revised November 19, 2014 9 Rant ec Project No. 185750184 Tukwila, WA Geotech n ical Investigation Section 9: Recommendations reports. The contractor is responsible for maintaining the stability of the temporary cut slopes and reducing slope erosion during construction. The temporary cut slopes should be covered with visqueen to help reduce erosion during wet weather, and the slopes should be closely monitored until the permanent retaining systems or slope configurations are complete. Materials should not be stored or equipment operated within 10 feet of the top of any temporary cut slope. Soil conditions may not be completely known from the geotechnical investigation. In the case of temporary cuts, the existing soil conditions may not be completely revealed until the excavation work exposes the soil. Typically, as excavation work progresses the maximum inclination of the temporary slopes will need to be re-evaluated by the geotechnical engineer so that supplemental recommendations can be made. Soil and groundwater conditions can be highly variable. Scheduling for soil work will need to be adjustable, to deal with unanticipated conditions, so that the project can proceed and required deadlines can be met. If any variations or undesirable conditions are encountered during construction, Stantec should be notified so that supplemental recommendations can be made. If room constraints or groundwater conditions do not permit temporary slopes to be cut to the maximum angles allowed by the WAC, temporary shoring systems may be required. The contractor should be responsible for developing temporary shoring systems, if needed. We recommend that Stantec and the project structural engineer review temporary shoring designs prior to installation, to verify the suitability of the proposed systems. 9.3 Erosion and Sediment Control Erosion and sediment control (ESC) is used to reduce the transportation of eroded sediment to wetlands, streams, lakes, drainage systems, and adjacent properties. Erosion and sediment control measures should be implemented and these measures should be in general accordance with local regulations. At a minimum, the following basic recommendations should be incorporated into the design of the erosion and.sediment control features for the site: • Schedule the soil, foundation, utility, and other work requiring excavation or the disturbance of the site soils, to take place during the dry season (generally May through September). However, provided precautions are taken using Best Management Practices (BMP's), grading activities can be completed during the wet season (generally October through April). • All site work should be completed and stabilized as quickly as possible. • Additional perimeter erosion and sediment control features may be required to reduce the possibility of sediment entering the surface water. This may include additional silt fences, silt fences with a higher Apparent Opening Size (AOS), construction of a berm, or other filtration systems. • Any runoff generated by dewatering discharge should be treated through construction of a sediment trap if there is sufficient space. If space is limited other filtration methods will need to be incorporated. Revised November 19, 2014 Stantec Project No. 185750184 10 Tukwila, WA Geotechn ical Investigation Section 9: Recommendations 9.4 Foundation Design Due to the proximate location of the older landslide debris, known as mass wastage deposits, within the western portion of the site, we recommend that all structures be setback at least 20 feet to the east from the crest/top of the slope/scarp line as shown in Figure 2. It is our opinion that the 20 feet setback in conjunction with 5-foot deep foundations near the crest of the slope would effectively provide approximately 30-foot setback at the exterior foundation levels of the buildings. This effective setback will be adequate and the anticipated rate of slope retreat will not affect the structures within the design lives of the buildings (typically 75 years). The proposed buildings may be supported on strip or isolated footings bearing on medium dense or better native soils or on properly compacted structural fill per Section 9.1 of this report. For shallow foundation support, we recommend minimum widths of 18 and 24 inches, respectively, for continuous wall and isolated column footings supporting the proposed buildings. Provided that the footings are supported as recommended above, a net allowable bearing pressure of 2,500 pounds per square foot (psf) may be used for the foundation design. Depending on the proposed footing elevations, some re -compaction and/or overexcavation of loose weathered soils may be necessary during footing excavation work. Loose weathered native soils may extend up to 5 feet below existing grades. A 1/3 increase in the above value may be used for short duration loads, such as those imposed by wind and seismic events. Footing excavations should be inspected by Stantec to verify that the foundations will bear on suitable material. Exterior footings closest to the crest of the slope should have a minimum embedment depth of 60 inches and other general exterior footings should have a minimum embedment depth of 18 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Interior footings should have a minimum depth of 12 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. If constructed as recommended, the total static foundation settlement is not expected to exceed 1 inch. Differential settlement, along a 25-foot exterior wall footing, or between adjoining column footings, should be less than 0.5 inches. Most settlement is expected to occur during construction, as the loads are applied. Resistance to lateral footing displacement can be determined using an allowable friction factor of 0.35 acting between the bases of foundations and the supporting subgrade. Lateral resistance for footings can also be developed using an allowable equivalent fluid passive pressure of 250 pounds per cubic foot (pcf) acting against the appropriate vertical footing faces (neglect the upper 12 inches below grade in exterior areas). The allowable friction factor and allowable equivalent fluid passive pressure values include a factor of safety of 1.5. The frictional and passive resistance of the soil may be combined without reduction in determining the total lateral resistance. A 1/3 increase in the above values may be used for short duration transient loads. Revised November 19, 2014 I 11 StaI1tec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 9: Recommendations Continuous footing drains (with cleanouts) should be placed at the base of all footings around the exterior perimeter of every structure. The footing drains should consist of a minimum 4-inch diameter perforated pipe with perforations placed down and enveloped by a minimum 6 inches of pea gravel in all directions and filter fabric to reduce the migration of fines into the drainage zone. The footing drains should be tightlined away from the buildings and be connected to the stormwater system. 9.5 Retaining Walls The following table, titled Wall Design Criteria, presents the recommended soil related design parameters for retaining walls with level (horizontal) backfill/backslope. Contact Stantec if an alternate retaining wall system is used. Wall Design Criteria "At -rest" Conditions (Lateral Earth Pressure — EFD) 55 pcf (Equivalent Fluid Density) "Active" Conditions (Lateral Earth Pressure — EFD+) 35 pcf (Equivalent Fluid Density) Seismic Increase for "At -rest" Conditions (Lateral Earth Pressure) (Seismic coefficient=0.2)** 22H* (Uniform Distribution) Seismic Increase for "Active" Conditions (Lateral Earth Pressure) (Seismic coefficient=0.2)** 8H* (Uniform Distribution) Passive Earth Pressure on Low Side of Wall (Allowable, includes F.S. = 1.5) Neglect upper 2 feet, then 250 pcf EFD+ Soil -Footing Coefficient of Sliding Friction (Allowable; includes F.S. = 1.5) 0.35 �H is the height of the wall; Increase based on one in 2,500 year seismic event (2 percent probability of being exceeded in 50 years), + EFD — Equivalent Fluid Density, ** Seismic Coefficient is the same as in the slope stability analysis that is representative acceleration &/g. Amax = 0.4g. The stated lateral earth pressures do not include the effects of hydrostatic pressure generated by water accumulation behind the retaining walls or loads imposed by construction equipment, foundations, earth backslope, rockeries above or roadways (surcharge loads). Uniform horizontal lateral active and at -rest pressures on the retaining wall from vertical surcharges behind the wall may be calculated using active and at -rest lateral earth pressure coefficients of 0.3 and 0.5, respectively. A soil unit weight of 125 pcf may be used to calculate vertical earth surcharges. To minimize the lateral earth pressure and prevent the buildup of water pressure against the walls, continuous footing drains (with cleanouts) should be provided at the bases of the walls. The footing drains should consist of a minimum 4-inch diameter perforated pipe, sloped to drain, with perforations placed down and enveloped by a minimum 6 inches of pea gravel in all directions and Revised November 19, 2014 f 12 stantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 9: Recommendations filter fabric to prevent the migration of fines. If the walls are to be designed without drainage and/or are expected to be below the groundwater table, we recommend using a total lateral earth pressure (restrained) of 90 pcf for design. We recommend that the backfill be placed and compacted in accordance with the recommendations in Section 8.1 of this report. In place density tests should be performed during fill placement and compaction of backfill. 9.6 Slab -on -Grade If necessary, we recommend that the upper 1 to 2 feet of the existing subgrade be removed in loose soil areas underlying the building floor slab sections (if encountered). The over -excavated areas should be compacted and backfilled to the planned floor slab subgrade level with structural fill. Often, a vapor barrier is considered below concrete slab areas. However, the usage of a vapor barrier could result in curling of the concrete slab at joints. Floor covers sensitive to moisture typically requires the usage of a vapor barrier. A materials or structural engineer should be consulted regarding the detailing of the vapor barrier below concrete slabs. The American Concrete Institutes ACI 360R-06 Design of Slabs on Grade and ACI 302.1 R-04 Guide for Concrete Floor and Slab Construction are recommended references for vapor barrier selection and floor slab detailing. Slabs on grade may be designed using a coefficient of subgrade reaction of 200 pounds per cubic inch (pci) assuming the slab -on -grade base course is underlain by structural fill placed and compacted as outlined in Section 8.1. A perimeter drainage system is recommended unless interior slab areas are elevated a minimum of 12 inches above adjacent exterior grades. If installed, a perimeter drainage system should consist of a 4 inch diameter perforated drain pipe surrounded by a minimum 6 inches of drain rock wrapped in a non -woven geosynthetic filter fabric to reduce migration of soil particles into the drainage system. The perimeter drainage system should discharge by gravity flow to a suitable stormwater system. Exterior grades surrounding buildings should be sloped at a minimum of one percent to facilitate surface water flow away from these buildings and preferably with a relatively impermeable surface cover immediately adjacent to the buildings. 9.7 Infiltration Due to the remote location and difficult access to the explorations, we performed infiltration tests in accordance with the EPA Falling Head Test Method to determine suitable infiltration rates for the site soils. Our work was performed in general accordance with the guidelines in the 2009 King County Surface Water Design Manual. The soil infiltration rates based on field testing through the EPA Falling Head Test Method are presented in the following table. Revised November 19, 2014 13 Stantec Project No. 185750184 Tukwila, WA Geotechn ical Investigation Section 9: Recommendations Infiltration Rates Based On Field Testing and Verification Through Textural Analysis Observed Infiltration Test Depth Rate USDA Soil Classification Location (feet) inches/hour ( ) Based on Visual Classification No Factor of Safety H13-1 3 8 Sand H13-2 4 9 Sand The infiltration rates presented above are based on field testing with clear water and do not incorporate a factor of safety. Groundwater was not observed in the infiltration area. Groundwater exists near the elevations of 225 feet (King County iMAP) based on our site observations and exploration work, which is at least 70 feet below the recommended areas for infiltration. The soils encountered in the hand borings and borings within the property were homogenous and did not vary significantly. We anticipate a generally consistent infiltration rate from approximately 3 to 12 feet below the existing grades. There are many factors and issues that could reduce the long-term infiltration rate and adversely affect the performance of the infiltration system. These include overflowing of the system due to larger volumes of stormwater than anticipated or designed for; as well as siltation and general clogging of the infiltration soils due to impurities being dislodged and entering the system. Simplified Method is the one of the widely used methods in the 2009 King County Surface Water Design Manual to determine the long term infiltration rate is by applying multiple correction factors to the measured rate. The following equation accounts for various factors that affect infiltration: I design = I measured X Ftesting X Fgeometry X Fplugging Where, I design is the long-term design infiltration rate, Ftesting is the testing factor of safety, Fgeometry is the factor representing the geometric shape and configuration of the system and Fpl„gging is the factor of safety for plugging, For the EPA test method, Ftesting = 0.30. Fpl„gging= 0.9 for medium sands. Fgeometryis determined by the equation Fgeometry= 4 D/W + 0.05 and will be typically determined by the project civil engineer along with the final long-term design infiltration rate and overall system design. The equation yields intermediate infiltration rates ranging from 2.16 to 2.43 inches per hour, and an average rate of 2.3 inches per hour, prior to the application of the geometry factor of safety that should be applied to obtain the final long-term final infiltration rate. It is generally required to conduct the performance test on the actual facility to verify the adequacy particularly because of the design is based on the small-scale testing. We recommend that any infiltration facility be located in the southern portion of the site, near the existing road easements that would effectively facilitate the infiltration. It is our opinion that infiltration of downspout and pavement runoff will not significantly increase the likelihood of landslide activity and shallow sloughing within the property or adjacent areas. However, we should be Revised November 19, 2014 Stanttac Project No. 185750184 14 Tukwila, WA Geotechnical Investigation Section 9: Recommendations provided with the final design plans prior to construction to verify that our recommendations are implemented as intended and conformance. During construction, field testing to verify infiltration rates should be performed. In order to alleviate potential concerns related to stormwater infiltration and its effect on local slope stability (sloughing and retreat), the slope extending below the proposed development could be monitored on a periodic basis by the geotechnical engineer for a period of up to 5 years. If issues arise during this period, specific mitigation recommendations could be proposed and implemented (such as quarry rock placement and compaction). 9.8 Utilities Utility trenches should be excavated according to accepted engineering practices following OSHA (Occupational Safety and Health Administration) standards, by a contractor experienced in such work. The contractor is responsible for the safety of open trenches. Traffic and vibration adjacent to trench walls should be reduced; cyclic wetting and drying of excavation side slopes should be avoided. Depending upon the location and depth of some utility trenches, groundwater flow into open excavations could be experienced, especially during or shortly following periods of precipitation. In general, sandy soils were encountered at shallow depths in the explorations at this site. At this site, these soils may have some apparent cohesion; however, these soils have a tendency to cave or slough in excavations. Shoring or sloping back trench sidewalls is required within these soils. All utility trench backfill should consist of imported structural fill or suitable on site soils (sand and gravel mixtures with less than 5 percent fines). Utility trench backfill placed in or adjacent to buildings and exterior slabs should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. The upper 5 feet of utility trench backfill placed in pavement areas should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. Below 5 feet, utility trench backfill in pavement areas should be compacted to at least 90 percent of the maximum dry density based on ASTM Test Method D1557. Pipe bedding should be in accordance with the pipe manufacturer's recommendations. The existing sewer line that extends generally north to south through the central portion of the site will be relocated east of the top of the slope and outside of the landslide/mass wastage area. Since the site is underlain by clean sands, we would expect any routine nominal leakage from the sewer lines to infiltrate into the subsurface outwash materials. There is no history of such events in the past at the site. A very rare catastrophic pipe failure may contribute to shallow sloughing; however, it is not cost-effective to mitigate for this very rare possibility along the entire alignment which already exists currently. As noted above, periodic monitoring of slope retreat and conditions by a geotechnical engineer would help to identify potential issues related to catastrophic pipe leakage. Mitigation will have to be addressed if such events to occur similar to addressing potential damages due to an earthquake. Revised November 19, 2014 15 Rantec Project No. 185750184 111 Tukwila, WA Geotechnical Investigation Section 9: Recommendations 9.9 Groundwater Influence on Construction Groundwater was encountered in Borings B-1 at approximately 64 feet below the existing site grade at the date and time of this investigation. In general, we do not anticipate that groundwater will create issues with site development; however, there is a possibility that light amounts of groundwater may be encountered perched on less permeable soils within the site. If temporary dewatering systems to remove groundwater are used, their design should be the responsibility of the contractor. We should review any dewatering design prior to their use on site. 9.10 Pavement Design The near surface subgrade soils generally consist of poorly graded sand with variable amounts of gravel and silt. These soils are rated as good for pavement subgrade material. We estimate that the subgrade will have a California Bearing Ratio (CBR) value of 10 and a modulus of subgrade reaction value of k = 200 pci, provided the subgrade is prepared in general accordance with our recommendations. We recommend that at a minimum, 12 inches of the existing subgrade material be moisture conditioned (as necessary) and recompacted to prepare for the construction of pavement sections. Deeper levels of recompaction may be necessary in areas where existing utilities are present (sewer line in central portion of the site). The subgrade should be compacted to at least 95 percent of the maximum dry density as determined by ASTM Test Method D1557. In place density tests should be performed to verify proper moisture content and adequate compaction. The recommended flexible and rigid pavement sections are based on design CBR and modulus of subgrade reaction (k) values that are achieved, only following proper subgrade preparation. It should be noted that subgrade soils that have relatively high silt contents may be highly sensitive to moisture conditions. The subgrade strength and performance characteristics of a silty subgrade material may be dramatically reduced if this material becomes wet. Based on our knowledge of the proposed project, we expect the traffic to range from light duty (passenger automobiles) to heavy duty (delivery trucks). The following tables show the recommended pavement sections for light duty and heavy duty use. ASPHALTIC CONCRETE (FLEXIBLE) PAVEMENT LIGHT DUTY Asphaltic Concrete Aggregate Base* Compacted Subgrade* ** 2.0 in. 6.0 in. 12.0 in. * 95% compaction based on ASTM Test Method D1557 ** A proof roll may be performed in lieu of in place density tests Revised November 19, 2014 Sta)ntec Project No. 185750184 16 Tukwila, WA Geotechnical Investigation Section 10: Construction Field Reviews HEAVY DUTY Asphaltic Concrete Aggregate Base* Compacted Subgrade* ** 3.5 in. 6.0 in. 12.0 in. * 95% compaction based on ASTM Test Method D1557 ** A proof roll may be performed in lieu of in place density tests PORTLAND CEMENT CONCRETE (RIGID) PAVEMENT Min. PCC Depth Aggregate Base* Compacted Subgrade* ** 6.0 in. 6.0 in. 24.0 in. * 95% compaction based on ASTM Test Method D1557 ** A proof roll may be performed in lieu of in place density tests The asphaltic concrete depth in the flexible pavement tables should be a surface course type asphalt, such as Washington Department of Transportation (WSDOT) % inch HMA. The rigid pavement design is based on a Portland Cement Concrete (PCC) mix that has a 28 day compressive strength of 4,000 pounds per square inch (psi). The design is also based on a concrete flexural strength or modulus of rupture of 550 psi. Aggregate base should generally consist of 4 to 6 inches of WSDOT Base Course overlain by 2 inches of WSDOT Top Course (1-1/4" crushed and 5/8" crushed respectively). 10 CONSTRUCTION FIELD REVIEWS Stantec should be retained to provide part time field review during construction in order to verify that the soil conditions encountered are consistent with our design assumptions and that the intent of our recommendations is being met. This will require field and engineering review to: ■ Monitor and test structural fill placement and compaction ■ Verify footing drain placement ■ Verify the soil bearing at foundation locations for the buildings ■ Verify slab subgrade and capillary break material below slab -on -grade ■ Inspection of roadway subgrade areas prior to fill placement ■ Inspection of proof -roll testing ■ Infiltration verification testing P, =1 Revised November 19, 2014 Project No. 185750184 17 • .. Tukwila, WA Geotechnical Investigation Section 11: Closure Geotechnical design services should also be anticipated during the subsequent final design phase to support the structural design and address specific issues arising during this phase. Field and engineering review services will also be required during the construction phase in order to provide a Final Letter for the project. 11 CLOSURE This report was prepared for the exclusive use of the Abbey Road Group and their appointed consultants. Any use of this report or the material contained herein by third parties, or for other than the intended purpose, should first be approved in writing by Stantec. The recommendations contained in this report are based on assumed continuity of soils with those of our test holes, and assumed structural loads. Stantec should be provided with final architectural and structural drawings when they become available in order that we may review our design recommendations and advise of any revisions, if necessary. Use of this report is subject to the Statement of General Conditions provided in Appendix A. It is the responsibility of the Abbey Road Group who is identified as "the Client" within the Statement of General Conditions, and its agents to review the conditions and to notify Stantec should any of these not be satisfied. Respectfully submitted, Stantec Consulting Services, Inc. Original ** Original signed by. ,,,�;� 32995 �is'ri�i_ a�� is .)F,,;'it; •• ...:� �HAt.� I1 j19� 1 Phil Haberman, P.G., P.E.G. Gopal A. Singam, P.E. Senior Engineering Geologist Senior Geotechnical Engineer PH/gs Revised November 19, 2014 Project No. 185750184 18 Tukwila, WA Geotechn ical Investigation Appendix A — Statement of General Conditions APPENDIX A Statement of General Conditions One Team. Infinite Solutions. Tukwila, WA Geotechnical Investigation Appendix A — Statement of General Conditions STATEMENT OF GENERAL CONDITIONS USE OF THIS REPORT: This report has been prepared for the sole benefit of the Client or its agent and may not be used by any third party without the express written consent of Stantec Consulting Services, Inc. and the Client. Any use which a third party makes of this report is the responsibility of such third party. BASIS OF THE REPORT: The information, opinions, and/or recommendations made in this report are in accordance with Stantec Consulting Services, Inc.'s present understanding of the site specific project as described by the Client. The applicability of these is restricted to the site conditions encountered at the time of the investigation or study. If the proposed site specific project differs or is modified from what is described in this report or if the site conditions are altered, this report is no longer valid unless Stantec Consulting Services, Inc. is requested by the Client to review and revise the report to reflect the differing or modified project specifics and/or the altered site conditions. STANDARD OF CARE: Preparation of this report, and all associated work, was carried out in accordance with the normally accepted standard of care in the state of execution for the specific professional service provided to the Client. No other warranty is made. INTERPRETATION OF SITE CONDITIONS: Soil, rock, or other material descriptions, and statements regarding their condition, made in this report are based on site conditions encountered by Stantec Consulting Services, Inc. at the time of the work and at the specific testing and/or sampling locations. Classifications and statements of condition have been made in accordance with normally accepted practices which are judgmental in nature; no specific description should be considered exact, but rather reflective of the anticipated material behavior. Extrapolation of in situ conditions can only be made to some limited extent beyond the sampling or test points. The extent depends on variability of the soil, rock and groundwater conditions as influenced by geological processes, - construction activity, and site use. VARYING OR UNEXPECTED CONDITIONS: Should any site or subsurface conditions be encountered that are different from those described in this report or encountered at the test locations, Stantec Consulting Services, Inc. must be notified immediately to assess if the varying or unexpected conditions are substantial and if reassessments of the report conclusions or recommendations are required. Stantec Consulting Services, Inc. will not be responsible to any party for damages incurred as a result of failing to notify Stantec Consulting Services, Inc. that differing site or sub -surface conditions are present upon becoming aware of such conditions. PLANNING, DESIGN, OR CONSTRUCTION: Development or design plans and specifications should be reviewed by Stantec Consulting Services, Inc., sufficiently ahead of initiating the next project stage (property acquisition, tender, construction, etc), to confirm that this report completely addresses the elaborated project specifics and that the contents of this report have been properly interpreted. Specialty quality assurance services (field observations and testing) during construction are a necessary part of the evaluation of sub -subsurface conditions and site preparation works. Site work relating to the recommendations included in this report should only be carried out in the presence of a qualified geotechnical engineer; Stantec Consulting Services, Inc. cannot be responsible for site work carried out without being present. One Team. Infinite Solutions. One Team. Infinite Solutions. IM 119, 1 MUM fill L r43ri-mix 'Ell TA via a Mir vie.M. Approxi te'UpperLimit- of MassJas�age Deposits SUnitBuiltling. 7. B-2 rp . i ) iii fr 3 U it Bulldin A' Flit Area Approximate Graphic Scale HB-0 -$- B-t Approximate Boring and Hand Boring Location Qn Fen) iinen.6o feet ' Approximate Geologic Contact Residential Development _ Approximate East Limit of Mass Wastage Overprint A' /�� r,�ir—, W3 8-4 svtresoo / \\ Bellevue, WA98004 Tukwila, Washington SITE MAP Note: Figure 5 building from top Crone Beetion I/ (\�J/��f Stantee (425)B69-9490 tr Bx 9t��9 (F01) April, FIGURE 2 shows setbacks of slope A 2014 Approx. Mass Wastage Limits Pro ed� .•.••.•'. Building B•2 51st Ave. S. 350........................................................................................................................................................................................................................................................... 350' Weathered Ativance Outwash Med. Dense to Dense Sends Property B Fill 300'.......................................................................................................... ..............................................tins ............................................................. 300' Unweathered Advance Outwash Very Dense Sands 250'...................................................................................................................................... ........................ :............ ............................................................................... 250, 4901 Ave. S. . , APProx. 200, ........ :...................................... ......................................................................................................................................................................................I.......................... 200' Pro -Fraser Deposits Hard Silt 1501 ...................................................................................................................................................................................................................................................................... 150' Approximate Graphic Scale 3a ae 6e Fen) t Nh • 6o feet 1113* 1- 3111 Flare, B'.ete 2ae Residential Development wil aellewc, WA 98aa4 'LYlka, Washington CROSS Stantec (425)869-9448 SECTION (425) 869- ,g. (Fax) April, 2014 FIGURE 3 Slop. aawney • s.anna eooaaon (SW c) 1.906 Slope Sapillly• pnpowd Cwdld m(Sadc) 2.250 Slope Sabulty Reeula• propoeel Co.dlSom(fta c5.2p) 1.144 is r Not to Scale ca 321 MP ML54 FL I % %01! I alto 36R T STORM & REC SPACE injo NE 33rd Place, Suite 200 Bellevue, WA 98004 (425) 869-9448 Stantec (425) 869-1190 (Fax) www.stantec.com Residential Development Tukwila, Washington April, 2014 N1, SITE LAYOUT FIGURE 5 W U01;eAa13 R UOPBA013 - Tukwila, WA Geotechnical Investigation Appendix C — Borehole Log Records APPENDIX Borehole Log Records One Team. Infinite Solutions. PROJECT: Monarch Short Plat WELL / PROBEHOLE 1 BOREHOLE NO; �(� LOCATION:TAW118r WA B-7_ d�f� fl) Stantec PROJECT NUMBER_ 185750984, PAGE _ DRILLING! INSTALLATION: NORTHING (ft): EASTING M; STARTED 12/24/13 COMPLETED: 12124/13 LAT: LONG: GROUND ELEV (It): 290 TOC ELEV (ft): DRILLING COMPANY: Davies INITIAL DTW (4); 64 WELL DEPTH (ft): •+• DRILLING EQUIPMENT; Limited Access STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ity 76.5 DRILLING METHOD: HSA WELL CASING DIA. (In): —• BOREHOLE DIA. (in):8 SAMPLING EQUIPMENT: S i1t Spoon LOGGED BY; HE ED Y S ' t2 9 y Description Time Sample ID lot' tj - --7opsoiWogelolion - _ Z• 3 `SP SP; Medium dense, one 6 medium giaGad eandwdlh-6ace gravel end 6 silt, yellowish brawn to grayish brown, moicL (Advance Outwash) 5 5 5 5- 10 10- 14 15 10 - 13 SP SP; Very dense, Tine to medium grelned*sen0 k local gravels, greyish 15-- brown to olive gray, moist to wet. (Advance Outwash) - 26 15- 32 20- 24 36 20- 40 25 44 50 25 50+ 30 46 50 3o- 50+ 35 - 35- 40- 47 50 40- i X i 45- 45- i 50- 5U 60 i { X 55- i 55- 80- 36 44 60- 50+ 65- tJJL - IdL; �ry stiff to herd, silt wllh vaiia4fe'emounTs o�senA and clay, 65 grayish brown to olive gray, moist. (P(e•Froser Deposits) 70 - 48 70 5D+ E 75 f721 50 75 i i x Borehole lerfnimied at 76.5 feet. f PROJECT: Monarch Short Plat WELL ! PROBEHOLE I BOREHOLE NO: LOCATION: Tukwila, WA Sta ntec 5 R JECTNUMBER:Z86750184 _B-2 PAGE _ _ DRILLING/ INSTALLATION: NORTHING (ft): EASTING (ft): STARTED 12124113 COMPLETED: 12/24/13 LAT: LONG: GROUND ELEV (a): 332 TOC ELEV (ft): DRILLING COMPANY: Davies INITIAL OTW (ft): Not Encountered WELL DEPTH (ft): --- DRILLING EQUIPMENT: Limited ACC@88 STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (fl): 31.6 DRILLING METHOD: HSA WELL CASING DIA. (In): --- BOREHOLE DIA, pn): B SAMPLING EQUIPMENT: $ lit Spoon LoInEp 6y: PH CI K AY: GS a Description ih Samlple ID M 4 SP-SM; Medium tlerue, One to medium grained band with sill and gravel, SM yellowish brown, moist, (Fill) 5 6 5 7 5= 7 9 -SA SP; Medium 2ense,sne to medium grere3 sand with trace gravel 10 yellowish brown to grayish brown, moist. (Advance Outwash) 9 10- 12 14 15 - 20 IS S� SP Dense to very dense, One io medium pra-Tned sancTwTlh trace graver x 24 23 grayish brown, moist. (Advance Outwash) 20- 25 20 27 30 25 — 33 25- 40 80 30• 36 30 50 _ 50+ PROJECT: Monarch Short Plat LOCATION: Tukwila, WA PROJECT NUMBER:186760184_ DRILLING I INSTALLATION: STARTED 12124/13 COMPLETED: 12124/13 DRILLING COMPANY: StantaC DRILLING EQUIPMENT: Hand Augers DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grab WELL / PROBEHOLE I BOREHOLE NO: Stantec HB-2PAGE , OF 1 _• _ NORTHING (ft): EASTING (ft): LAT: LONG: GROUND ELEV (ft): 328 TOC ELEV (ft): INITIAL DTW (ft): Not Encountered WELL DEPTH (ft): --- STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 8.0 WELL CASING DIA. (in): --- BOREHOLE DIA. (In): 3 ILOGGED BY: PH CHECKED BY: G Description Time Sample ID IC31 S t! •vegelailoniiopsaii -60 $P Loose to medium dense, floe to rnedl�m grelned sand wlt'h trace gravel and sill, yellowish brown to grayish brown, moist. i I i I V I I 1 1 1 I i 1 i i I i I I i — Borehole terminated 016 feet. PROJECT: Monarch Short Plat LOCATIONJukWlla, WA _P_ROJECTNUMUR:18676018d _ _ DRILLING / INSTALLATION: �� WELL / PROBEHOLE / BOREHOLE NO: f Sta n�ec (�,,JI HB-3 PAGE 1 OF 1 _ NORTHING (ft): EASTING (1t): STARTED 12124/13 COMPLETED: 12/24/13 LAT: LONG: DRILLING COMPANY: Stantee GROUND ELEV (ft): 326 TOC ELEV (@): DRILLING EQUIPMENT: Hand Augers INITIAL DTW (ft): Not Encountered WELL DEPTH (ft): -•- STATIC DTW (it): Not Encountered BOREHOLE DEPTH (ft): 6.0 DRILLING METHOD: Hand Auger WELL CASING DIA. (in): -•- BOREHOLE DIA. (in): 3 SAMPLING EQUIPMENT: Grab LOGGED BY: PH CH CK D EY: G S' Description Tim$ Sample ID t� m a VegelalionrTopsoil SP `9P; Leose1crmad�um dense, flna to medium gralneFeana with Mace` — gravel and slit, yellowish brown to grayish brown, mol3t, 5- — 5- �' Bo'reholete�minateCal9feeC- ` - '�' — J. 1, 4 PROJECT: Monarch Short Plat LOCATION: Tukwila, WA _PROJECT NUMBER: 1857601.8_4 _ DRILLING I INSTALLATION: - _ STARTED 12124/13 COMPLETED: 12/24/13 DRILLING COMPANY: Stentec DRILLING EQUIPMENT: Hand Augers DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grata WELL I PROBEHOLE I BOREHOLE NOM Sta ntec ��j J� HB-4 PAGE 1 OP 1 NORTHING (ft): - EASTING (ft): LAT: LONG: GROUND ELEV (ft): 323 TOC ELEV (ft): INITIAL 13TW (ft): Not Encountered WELL DEPTH (ft): -- STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 6.0 WELL CASING DIA. (In): —• BOREHOLE DIA, (in): 3 LOGGED BY: PH CHECKED BY: GS Description Time Sample ID o , a x ___ Vepolotion/l"ntssoh _. � _� _ SP 60 Loose to medium dense, fine to medium grained sane with trice gravel and slit, yellowish brown to grayish brown, moist. 5 1i 5- BOrehOle Ieririlneted 9►8 feat' � #, •�. .s tot— *- PROJECT: Monarch short Plat kWl LOCATION:Tula, WA PROJECT NUMBER:186760184 WELL I PROBEHOLE / BOREHOLE NO: �g � Stantec HB-5 PAGE 1 OF 1 _ DRILLING I INSTALLATION: NORTHING (ft): EASTINO (ft): STARTED 12124/13 COMPLETED: 12/24/13 LAT.' LONG: DRILLING COMPANY: Stantec GROUND ELEV (ft): 317 TOC ELEV (ft): DRILLING EQUIPMENT: Hand Augem 9 INITIAL DTW (ft): Not Encountered WELL DEPTH (ft): -� STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft):7.0 DRILLING METHOD: Hand Auger WELL CASING OIA. (In): --- BOREHOLE DIA. (In): 3 SAMPLING EQUIPMENT: GYBb LOGGED BY,• PH CHECKED BY• GS v I Description Time Sample ID g n. SP Sf'-Loose to medtum dense, fine to medium grained send wllh trere— gravel and sift, yellowish brown to grayish brown, moist. i Y I i i i I i i i'. i i. i I i I I - — Borehole terminated at test- - ~ Prescriptive Energy Code Compliance for All Climate Zones in Washington This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Value' U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling 49' 0.026 Wood Frame Wall9-k•1 21 int 0.056 Mass Wall R-Value' 21/21' 0.056 Floor 309 0.029 Below Grade Wall`,k 10/15/21 int + TB 0.042 Slab R-Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. REVIEWED FOR CO (;ODE APPROVED SEP 12 2010 iia BVILDIIYG D1'It V SIq Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑ 1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. [212. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. ❑ 3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑ 4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER 1.5 0.0 1.50 http:Hwww.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf 1%) 1 ,, ;'-- r) i &s ►ILA Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. " R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information EAST -WEST TOWNHOMES - UNIT'B' XXXX 51 ST AVE S TUKWILA, WA Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor Ref. U-factor MAIN LEVEL SGD WSEC 0.30 ENTRY DR 0.60 GARAGE ENTRY 0.60 SECOND LEVEL LR WDW 0.30 STORE DR 10.30 STUDY WDW 0.30 PWDR 0.30 THIRD LEVEL BDRM WDW 0.30 BATH 0.30 MSTR BED 10.30 MSTR BED 0.30 MAIN LEVEL WDW 0.30 MAIN LEVEL WDW 0.30 SECOND LEVEL LR WDW 0.30 THIRD LEVELSTAIR WDW 10.30 Contact Information HIGH COUNTRY HOMES, LLC 424 29TH ST NE I PUYALLUP, WA 98373 253-840-5660 j Wdth Height Qt. Feet Inch Feet Inch I 1--H Width Height Qt. Feet inch Feet inch =MEMO =MEMO =MEMO MMEME =MEMO =MEMO =MEMO =MEMO MMEME MMEME MMEME =MEMO MMEME =MEMA MMEME MMEME ENMENE NEENENE�I MENNIME MMEME NEMENNO NEENNINNO =MEMO MMEME =MEMO ENMEMO MMEME MENEMN MMEME MMEM� MMEME NEENEMO =MEMO Area UA 0.0 0.00 0.0 0.00 Area UA II 1 .r .r m 1 II MB MBM� MBM� M0 m 1 II MB MBM� m M$ mom 1 11 MBM� MS��� Overhead Glazing (Skylights) Component Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Ket. u-factor Width Height Qt. Feet inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 342.6 114.68 0.33 Area UA 342.61 114.68 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. t-ro/ect Information Contact Information EAST-WES77OWNHOME5 - UNIT.'8 HIGH COUNTRY HOMES, LLC , : :P. XXXX S1ST AuE S °' 424 29TH ST NE `_ TUKWILA, IPUYALLU P, WA 98373 253-840-5660 — Heating System Type: Q All Other Systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions =.-�-11� - -,�- ..._. Design Temperature Difference (4T) Tukwila - • - AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft)_ Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) ..:10.0 17,710 Glazing and Doors U-Factor X Area = UA Instructions � = 0.30 t�ip 102.78 Skylights U-Factor X Area = UA Instructions 0.50 — Insulation Attic U-Factor X Area = UA Instructions 0.026 F, 789 7_1 20.51 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions Select R Value yy,, rryy99 y.. ` No selection Above Grade Walls (see Fla. 1) U-Factor X Area UA Instructions R 21Intermediate 0.056 3,894 218.06 Floors U-Factor X Area UA Instructions 0.029 378 10.96 Below Grade Walls isee Figure 1) _ U-Factor X Area UA Instructions Select R value -:_ No selection — Slab Below Grade Instructions (see Flamm 1) .... � F-Factor No X Length UA �'•° Select conditioning selection — Slab on Grade (see Flours n F-Factor X Length UA Instructions "" `� <RIo Perimeter "� 0.540 �:k 9Q,,,j-- 48.60 Location of Ducts Instructions _ _ Duct Leakage Coefficient Conditioned Space 1.00 Sum of UA 400.92 Figure 1. Above Grade 46 Envelope Heat Load 18,442 Btu/Hour Sum of UAX AT Air Leakage Heat Load 8,798 Btu / Hour VolumeX 0.6X6TX.018 Building Design Heat Load 27,241 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 27,241 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 38,137 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) ear STRUCTURAL CALCULATIONS FOR THE EAST -WEST 5-UNIT TOWNHOMES PROJECT February 14, 2015 Job No.: 15-014 Location: S Hazel ST @ 51st Avenue S Tukwila, Washington Copyright 2015, SEGA Engineers 1> REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12.2016 City f Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292" d PL (360) 886-1017 Black Diamond, WA 98010 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, framing and foundation design, and construction drawings for a three- story wood framed 5-unit residence. The roof framing is manufactured trusses, the floor framing is wood 1-joists, and the foundation is typical concrete strip footings with a slab on grade. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Design Criteria International Building Code (IBC), 2012 LOADS Roof DL 15 psf LL 25 psf Floor DL 15 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph KZt 1.38 Exposure B Seismic Design Category D SDs 0.99 Response Factor 6.5 CS= 0.152 Importance Factor 1.00 Soil Allowable Bearing 2,500 psf Project East-West Townhomes Job No. 15-014 By: GAT Checked Date:02/01/15 Sht 1 (Lat. = 47.50, Long.=122.27) SEGA 1 Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 LOADS ROOF DL Roofing (Comp) 1/2" OSB 2x @24" Insulation 5/8' GWB Misc. LL Snow, Pf Reduction, Cs 6/12 pitch = 27 de FLOOR DL Flooring 3/4' Plywood 11 7/$ TJ I @ 16" oc 5/g" GWB Misc. LL Residential Total Floor Load DECKS DL 2 x Decking 2x10@16"oc Misc LL Residential Total Deck Load WALLS DL Siding 1/2" Plywood 2x6@16"oc Insul '/2" GWB Project East-West Townhomes Job No. 15-014 By: GAT Checked Date:02/17/15 Sht 2 3.5 psf 1.8 3.5 1.1 2.8 1.5 14.2 psf 25 psf 9 (115% Load Duration) 0.00 (Ct = 1.1, other surfaces) 39.2 psf 0.5 psf 2.3 3.3 2.8 1.5 10A psf 40 psf 50.4 psf 4.3 psf 2.8 1.5 8.6 40 psf 48.6 psf 3.5 1.5 psf 1.7 0.6 2.2 9.5 psf Copyright 2015, SEGA Engineers c SEGA► Engineers / PROJECT Sitructural & Civil Consulting Engineers JOB NO. o , FIGURED BY itr 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE �� / S SHEET 3 OF (360) 886-1017 i S i 949Ji -Awl e.- -('109JIL (A-tL UNIT-S,) = low C©' 4 Lort L VC- V Io 0, YI � V2 ,� OIL Copyright 2015, SEGA Engineers t SEGA Engineers PROJECT �n Structural & Civil Consulting Engineers l�1Sj r JOB NO. tS _n J4 FIGURED BY 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE f �-SHEET4 OF (360) 886-1017 GU1 = Zca.� �Lf'k ��=z,��'�j���� ` !•� Z�cd9GA U' tv CsZ�t'IF-) �,LOO- pJ-,� = v zs-,t,� >S V- 11,9"- Al r- to, -1A F—Ok. Copyright 2015, SEGA Engineers SEGA Engineers / PROJECT _ V'j Structural & Civil Consulting Engineers JOB NO. �S- p f FIGURED BY (�- 22939 SE.292nd Place o Black Diamond, Washington 98010 CHECKED BY DATE I( 5 SHEETS OF (360) 886-1017 f 1 [V (x ! SQL o Nt . o&L tl+J LQz�C'�r) v -- ' - = r% G(3 � rIr-�It � t �.�3 �.. ... .��0...-k�-t3•- -_�i_1 a _. fit.._...._... _ ... �i (246� `7 77zkoSpoz- c ty ro t 1 l�M L to✓y'/��D F�1 �/£ - T 1) - caw - fit r� 1 ?x 1 L7 l l v( y V It �4 Comight 2015. SEGA Engineers SEGA Engineers PROJECT ��„�l{ �r ' W flf LAM 1 f Structural & Civil Consulting Engineers JOB NO. , �' --,o FIGURED BY 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE _ SHEET rp OF (360) 886-1017 I /NCir S Gdlu.a fio©"L (..t;N:ri A) M RZA ?Z� 1 Sa A� = dt���a�3°'��')3�-ca,7Z_ (�`F��1z')Z �l (7(� 3 A/o1, 7 ate ._.� vc } z g, S 4m r(k)C$S'�"� + Zoo?,.0 pwi z SZ k`b� ConvriQht. 2F115. SMIA F.nvinep.m SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project East-West Townhomes Job No. 15-014 By: GAT Checked Date: 02/01/15 Sht:I LATERAL LOADS - 5-Unit SEISMIC Seismic Base Shear, V = Cs W Eq. 12.8-1 where, SoS = 0.99 Ss = 1.49 R = 6.5 Table 12.2-1 18 = 1.00 Table 1.5-2 CS = 0.153 Eq.12.8-2 W = Seismic Weight For W: W..f= (96ft) (47ft) (16psf) + (2) (96ft+ 47ft) (5.Oft.) (9.5psf) = 86kips Wnoor = (94 ft) (47ft) (17 psf) + (2) (96ft+ 47ft) (10.0 ft) (9.5 psf) = 102 kips Wfloor= (96ft) (47ft) (17psf)+ (2) (96ft+ 47ft) (9.5ft) (9.5psf) = 103kips W total = 291 kips Design Base Shear, V = ( .153 ) (291 kip ) = 44.4 kip E = (1.00) (44 kip) - 31.7 kip 1.4 WIND Design Wind Pressure, ps = A Kn Ps30 where, a= 1.00 0-15ft = 1.00 20 ft = 1.00 25 ft = 1.00 30 ft = 1.05 35 ft = 1.09 40 ft K,t = 1.38 P30 = 17.7 psf PO.15 = (1.00) (1.38) (17.7 psf) P20 = (1.00) (1.38) (17.7 psf) P25 = (1.00) (1.38) (17.7 psf) P30 = (1.00) (1.38) (17.7 psf) P35 = (1.05) (1.38) (17.7 psf) Pao = (1.09) (1.38) (17.7 psf) Design Base Shear: (Wind) Eq. 28.6-1, Sect. 28.6.3 Exposure B Figure 28.6-1 Section 26.8 110 mph Figure 28.6-1 (ASD) = 24.43 psf (x 0.6 = 14.66 psf) = 24.43 psf (x 0.6 = 14.66 psf) = 24.43 psf (x 0.6 = 14.66 psf) = 24.43 psf (x 0.6 = 14.66 psf) = 25.65 psf (x 0.6 = 15.39 psf) = 26.62 psf (x 0.6 = 15.97 psf) Vf,S = (96ft) (10 ft) (24.4 psf) + (96ft) (5ft) (24.4 psf) + (96ft) (5ft) (24.4 psf) + (96ft) (5ft) (24.4 psf) + (96ft) (5ft) (25.6 psf) + (80 ft) (2 ft) (26.6 psf) =70.9 x 0.6 = 42.6 kips Ves= (49ft) (10ft) (24.4 psf) + (49ft) (5ft) (24.4ps9 - + (49ft) (5ft) (24.4 psf) + (49ft) (5ft) (24.4 psf) + (38 ft) ( 5 ft ) (25.6 psf) + (10 ft) (2 ft) (26.6 psf) =34.8 x 0.6 = 20.9 kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Seismic Loads Govern for Lateral Design - Side/Side Copyright 2015, SEGA Engineers SEGA Engineers , Structural & Civil Consulting Engineers Project East-West Townhomes Job No. 15-014 By: GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date: 02/01 /15 Sht. LATERAL LOADS - 5 Unit - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 31.7 k Fx = wX V (12.14-12) W F,,f = ( 85.8 ) ( 31.7 k) = 9.4 kip (290.6) Ftloor = (102.3) ( 31.7 k) = 11.2 kip (290.6) Ffloor = (102.5 ) ( 31.7 k) = 11.2 kip (290.6) FX = 31.7 kip Copyright 2010, SEGA Engineers SEGA Engineers / PROJECT 1 i�%S f_ 1/�!� S J' � 1.1 N i T S�uctural & Civil Consulting Engineers JOB NO. `S—O FIGURED BY U 4, 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 CHECKED BY DATE� f� SHEET C1 OF SEGA. Engnleers PROJECT Structural & Civil Consulting Engineers JOB NO. -- d,� FIGURED BY 22939 SE 292nd Place ,� Black Diamond, Washington 98010 CHECKED BY DATE j'" SHEEI�p OF (360) 886-1017 3, S,L SEGA Engineers PROJECT / —Structural & Civil Consulting Engineers JOB NO. FIGURED BY 22939 SE 292nd Place �T4 f Black Diamond, Washington 98010 CHECKED BY DATEO'.'&/�( SHEETV OF (360) 886-1017 A q, - ....... ..... to t # /t - ...... .. ... ......... ...... .. ... ......... A; AD V tLsl . 4 p MIP SEGA, Engineers PROJECT Structural & Civil Consulting Engineers � S� —��� � �� 1T JOB NO. FIGURED BY 1,4/ 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATEY Vf SHEET 13 OF (360) 886-1017 rc. f(tlt — Z1,�I<r ,4-4-1TL1' V.1Y Copyright 2015, SEGA Engineers SEGA Engineers PROJECT EAST -WEST 5-unit Structural & Civil Consulting Engineers [[�� 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. 1" - 014 FIGURED BY GAT (360) B86-1017 • FAX 886-1016 CHECKED BY DATE 02/14/15 SHEET 14 OF 14 SHEAR WALL KEY PLAN El 5 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing 1 Anchor Bolts 2) Remarks (4) 1/2" OSB 8d @ 6" o.c. 5/8' @ 60" O.C. QaII = 230 plf or CDX p1/2' OSB 8d @ 4" o.c. 5/8" @ 32" o.c. Q= 350 plf or CDX p1/2" OSB 8d @ 3" o.c. 5/8' @ 16" o.c. Qaii = 450 plf or CDX Use minimum 3x studs at abutting panel edges and stagger edge nailing. OSB 8d @ 2" o.c. 3/4" @ 16" O.C. Qajj = 600 plf or CDX Use minimum 3x studs at all panel edges and stagger edge nailing. Notes: 1) All walls designated "> " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of each piece. Embed bolts a minimum of 7" into concrete. Use minimum 3" x 3" x'/4" galvanized plate washer for each anchor bolt. 3) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. A r F T T EASE WEST TOWN-4O E8 TU WILA HICsN COUNTRY HOMES, LLC REVIS13W'2911"! 5-1`NE, YALLUP, WA W312 FILE COPY No changes shad h, ,,de to the scope of r approval of Permit No. 1 i Nl?T7: VJ. , , r. !an submittal Plan r3viavi n;��rcvz! is subject to errors and of c ;I� Approval of cons;l dli1 documents does not E the violation of any adopted code or ordinenco. of approved Field Copy and conditions is ackn PROVIpE APPROVED , CAPILI.Wr BREAK 4 r o�-�- SEAL AT PT MUDSILL (late:. 2X2 MAX PT NAILER BETWON SLAS N LATIoN , yp * R-10NMRIOR STEM cill] 0, To,` wila LJ� ;:-,n nical IMLOW C%VAPE OR OT TION TOP OF M BUILDING DIVISION C';, Ecal FOOTING, WHIc.MvER IS LESS Piping 2x D FOR T�';ct°ri!a9MANCE - ; is MSION I A ED FEB 2 4 2017 ,gk�Aila CITY OF TUKWILA NAILER2>0 MAX PT FEB 2 3 2017 SLAB t FTG, R-10 RIGID INSULATION TYP * INTERIOR STEM WALLS- RIGID INSULATION 24" MIN PERMIT CENTER BELOW GRADE OR TO TOP OF FOOTING, WHICHEVER IS LESS REVIS10"ON.-A 6390 REGISTERED AR¢'gI XMP CONSULTING ARK D. PETERSON STATE OF WASHINGTON commercial -?ARCHITECTURE- residential P.O. Box W3 SUMNM WA, 9M EXP. m9/3m/18 PH� (M) M-M 3. City of Tukwila Jin2 Haggerton, Mayor Y • Department of Community Development Jack Pace, Director December 27, 2016 Filipp Kapustin JK Monarch PO Box 188 Puyallup, WA 98371 RE: Request for Application Extension #3 East—West Townhomes — Lot 1— 5044 S 1091h Ct Dear Mr. Kapustin, This letter is in response to your written request for reinstatement and extension to expired permit application number D15-0135. The Building Official has reviewed your letter and considered your request to reinstate and 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 June 11, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, El I W_ MW �.4, AIA Bill Rambo Permit Technician File: Permit D15-0135 WAPermit Center\Extension LettersWpplications\2015\D15-0135App Extension Letter#3.docx 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 Bill Rambo From: Jerry Hight Sent: Thursday, December 22, 2016 3:08 PM To: Bill Rambo Subject: FW: Tukwila East West Townhomes D15-0135 - D15-0142 0 1 0M�+5 Jerry E Hight MCP Building Official I City of Tukwila 6300 Southcenter BLVD, Suite-100 I Tukwila, WA 98188 T: 206/431-3675 1 F: 206/431-3665 Jerry.Hight@TukwilaWA.gov I http://www.TukwilaWA.aov The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Filipp Kapustin [mailto:Filipp@jkmonarch.com] Sent: Thursday, December 22, 2016 2:29 PM To: Jerry Hight <Jerry.Hight@TukwilaWA.gov> Subject: Tukwila East West Townhomes D15-0135 - D15-0142 Good Afternoon Jerry, My name is Filipp Kapustin from JK Monarch, and I am reaching out to you regarding the East West Townhomes Project. The Final plat is rded tomorrow, but since we had a few setbacks with this plat our building permits expired last wee 12/11/16 apd we were unable to extend them. I know Bill has forwarded you our request to get the building eased but I would like to reach out to you directly and see if there is any way we can avoid a full review process to get these permits released. I appreciate your consideration! Have a good day. Thanks, J Re ueet for E on # � Filipp Kapustin Project Manager Cell: 253-722-4864 Office: 253-840-566o Fax: 253-840-3350 Po Box 188 Puyallup, WA 98371 / Current Expiration Dat Extension Request: Approved for % Uy days ❑ Denied (provide explanation) JK MONARCH F1NE !- OM ES ISignature/Initials RECEIVED CITY OF TUKWILA DEC 2 2 2016 1 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 11/1/2016 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Permit Application No. D15-0135 EAST -WEST TOWNHOMES - LOT 1 5044 S 109TH CT Dear FILIPP KAPUSTIN, In reviewing our current application files, it appears that your permit applied for on 6/11/2015, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical 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 APPROVED and is due to expire on 12/11/2016. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete 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. Q• A 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 we do not receive your written request for extension or 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: D15-0135 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Jim Haggerton, Mayor ® Department of Community Development Jack Pace, Director .e: May 31, 2016 Filipp Kapustin JK Monarch PO Box 188 Puyallup, WA 98371 RE: Request for Application Extension #2 East—West Townhomes — Lot 1— 5044 S 1091h Ct Dear Mr. Kapustin, This letter is in response to your written request for an extension to Application Number D15-0135. 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 December 11, 2016. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit D15-0135 WAPermit Center\Extension Letters\4pplications\2015\D15-0135 App Extension Letter #2.docx 6300 Southcenter Boulevard, Suite #100 - Tukwila, Washington 98188 9 Phone 206-431-3670 - Fax 206-431-3665 1 Request for Extension # 2- Current Expiration Date: 6-11-1b Extension Request: Filipp Kapustin 0 Approved for /�y days X Monarch P.O. Box 188 Denied (provide explanation) Puyallup, WA 98371 Ma Y 27� 2016 Signature/Initials I Bill Rambo Permit Technician City Of Tukwila 6300 Southeenter Boulevard Suite #100 Tukwila, WA 98188 Dear Bill Rambo: We would like to apply for an extension for the East West Townhomes project, building permit numbers: 1. D15-0135 2. D15-0136 3. D15-0137 4. D15-0138 5. D15-0139 6. D15-0140 7. D15-0141 8. D15-0142 The reason for this extension is that we've recently addressed a correction letter and have not received a follow up to that yet, in addition we are still anticipating good weather to start the groundwork under the public works permit, so that sets the building portion of the project a couple months out. Thank you for your cooperation and we look forward to hearing back from you soon. Sincerely, RECEIVED CITY OF TUKWILA Filipp Kapustin MAY 3 r'7016 X Monarch PERMIT CENTER City of Tukwila Department of Community Development 5/13/2016 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Permit Application No. D15-0135 EAST -WEST TOWNHOMES - LOT 1 5044 S 109 CT Dear FILIPP KAPUSTIN, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/11/2015, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical 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 on 6/11/2016. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete 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 we do not receive your written request for extension or 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: D15-0135 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 December 16, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 2 COMBOSFR Permit Application Number D15-0135 EAST -WEST TOWNHOMES - LOT 1 - 5044 S 109 CT Dear FILIPP KAPUSTIN, 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 l 1x17 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.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. All plan sheets, front page of engineer's calculations and documents produced by an architect or engineer shall be provided with original wet stamp and original signature on those sheets. Provide new sheets and/or documents with wet stamps and signatures. Electronic copies shall not be approved. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 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. D15-0135 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 14, 2015 Filipp Kapustin JK Monarch PO Box 188 Puyallup, WA 98371 RE: Request for Application Extension East — West Townhomes — Lot 1 Dear Mr. Kapustin, This letter is in response to your written request for an extension to Application Number D15-0135. 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 June 11, 2016. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, WhA V � 111 Rachelle Ripley Permit Technician File: Permit D15-0135 WAPermit CenteAExten.sion Letters\Application.s\2015\PG15-0069 App Extension Letter.docx 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431- 3661 Rachelle Ripley From: Filipp Kapustin <Filipp@jkmonarch.com> Sent: Tuesday, December 08, 2015 1:21 PM To: Rachelle Ripley Subject: Permit Extention Rachelle, I am requesting the onetime 180 day extension on permits # D15-0135, D15-0136, D15-0137, D15-0138, D15-0139, D15- 0140, D15-0141, D15-0142. The progress has not moved along due to weather holding up the public works, we will begin in the next few months. . Thankyou! Filipp Kapustin Project Manager X Monarch Po Box 188 Puyallup, WA 98371 Cell: (253)722-4864 Office: 253-840-5660 Fax: 253-840-3350 JK MONARCT-1 C1TY C)f" 'NUK1/`,i!_A DEC 0''8 2015 PERMIT CENTER Request for Extension # Current Expiration Date: I2 I I I Extension Request: Approved for —f- days ❑ Denied (provide explanation) L Signature/Initials _r 1 RECEIVED dvi,,10 2015 City of Tukwila Jim. Haggerton, Mayor Department of Community Development Jack Pace, Director July 06, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0135 EAST -WEST TOWNHOMES - LOT 1 - 5044 S 109 CT Dear FILIPP KAPUSTIN, 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 l lx17 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.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Floor plans Al. lb and A1.1c at the party walls show the #4. It is assumed that should be #2 as indicated in the wall legend. Revise key reference or provide clarification. WALL SYMBOL REVISED TO #2, LEGENDS REVISED TO A4.1 TO ALL FLOOR PLAN SHEETS. 2. The wall legend for the party wall refers to sheet A6.1 for call outs. I believe this should refer to A5.1. Please clarify and make changes as needed. LEGENDS REVISED TO A4.1 TO ALL FLOOR PLAN SHEETS. 3. I could not find any details or location for the water heater. Provide clarification or show the water heater. ALL FLOOR PLAN SHEETS REVISED TO SHOW HWH, AND DETAIL ADDED TO SHT A5.1. 4. Please provide a Geotechnical site soils report by a registered geotechnical engineer. Report shall specify the load -bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. Two (2) copies of the soils report shall be included with each building permit. GEO REPORT ATTACHED 5. Plan section detail sheet A5.1 shows a footing drain. The site plan does not show a designed footing or roof - drain discharge system. Provide additional plan details to identify a footing and roof water discharge system. Identify location of roof drain system or downspouts and include in the elevation detail. The footing discharge system will generally be separate from the roof drain system. Refer to the geotechnical engineers report provided for any recommendations. Coordinate any combined discharge systems with the Tukwila Public Works Department. (IRC R401.3, R405.1, R408.6) DRAINAGE PLANS ADDED, SEE SHTS AS.1A, AS.1B PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 DATE: July 1, 2015 PROJECT: East West Townhomes (5 Unit) Lot 1 Unit B 51st Ave. South / South 11 lth Street TL no. 687420-1065 / 1050, 1045, 1040, 1143, 1144, 1145, 1150, & 1160 1 st Review Comments PERMIT NO: D15-0135 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson@tukwilawa.gov 1. Provide a completed Public Works permit fee estimate sheet — PW Bulletin A2 - enclosed. For Public Works activities only including — erosion control, downspout control, storm drainage, domestic water line, fire line, fire backflow (DCDVA).— as applicable. TO BE SUPPLIED BY APPLICANT 2. Revise site plan to include (1) show & label water service line to building (2) show and label sanitary side sewer to building (3) show and label downspout connection(s) to storm drainage system. DRAINAGE/ WATER/SEWER LINES ADDED TO SITE PLAN, SEE SHTS AS. IA, AS. 1B 3. NOTE: Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge.pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and downspouts are sharing a single discharge pipe. DRAINAGE/ WATER/SEWER LINES ADDED TO SITE PLAN, SEE SHTS AS. IA, AS. 1B 4. Show & label (DCDVA) on a Civil plan sheet for fire line. Provide (size, brand, etc. with specifications). Detector Check Double Valve Assembly (DCDVA) is required to be designed and stamped, by a State of Washington Licensed Engineer. Verify if the (DCDVA) is to be constructed outside of the Building within a Vault (or) to be installed inside Building. Fire Department Connection (FDC) to be located near Fire Hydrant per Public Works and Fire Department requirements. Show & label (FDC) and Post Indicator Valve (P.I.V.) on Civil plan sheet. SEE FIRE DESIGN DWGS, AND REFER TO FIRE PERMIT PLAN REVIEW: 8 TOWNHOMES 5044 S 109th CT 5. A Transportation Impact Fee applies to this Building permit in the amount of $335.95. TO BE SUPPLIED BY APPLICANT 6. A Sanitary Sewer assessment fee applies to this Building permit in the amount of $116.62. TO BE SUPPLIED BY APPLICANT 7. A Ryan Hill Water charge (City Ordinance no. 1777) applies to this Building permit in the amount of $5,804.40 TO BE SUPPLIED BY APPLICANT A Cascade Water Alliance fee applies to this Building permit in the amount of $6,005. TO BE SUPPLIED BY APPLICANT 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, t Bill Rambo Permit Technician File No. D15-0135 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington. 98188 • Phone 206-431-3670 9 Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director July 06, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0135 EAST -WEST TOWNHOMES - LOT 1 - 5044 S 109 CT Dear FILIPP KAPUSTIN, 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 I Ix17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Floor plans AL M and Al.lc at the party walls show the #4. It is assumed that should be #2 as indicated in the wall legend. Revise key reference or provide clarification. 2. The wall legend for the party wall refers to sheet A6.1 for call outs. I believe this should refer to A5.1. Please clarify and make changes as needed. 3. I could not find any details or location for the water heater. Provide clarification or show the water heater. 4. Please provide a Geotechnical site soils report by a registered geotechnical engineer. Report shall specify the load -bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. Two (2) copies of the soils report shall be included with each building permit. 5. Plan section detail sheet A5.1 shows a footing drain. The site plan does not show a designed footing or roof - drain discharge system. Provide additional plan details to identify a footing and roof water discharge system. Identify location of roof drain system or downspouts and include in the elevation detail. The footing discharge system will generally be separate from the roof drain system. Refer to the geotechnical engineers report provided for any recommendations. Coordinate any combined discharge systems with the Tukwila Public Works Department. (IRC R401.3, R405.1, R408.6) PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards 6?00 Cnuthrnntor Rnulovnrd SWfP #7On • Tulru)iln Wnchinotnn 9RIRR • Phnnn ?06-d37-3670 • Fnr ?06_d31_g665 DATE: July 1, 2015 PROJECT: East West Townhomes (5 Unit) Lot 1 Unit B 51st Ave. South / South I I Ith Street TL no. 687420-1065 / 1050, 1045, 1040, 1143, 1144, 1145, 1150, & 1160 1 st Review Comments PERMIT NO: D15-0135 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson@tukwilawa.gov 1. Provide a completed Public Works permit fee estimate sheet — PW Bulletin A2 - enclosed. For Public Works activities only including — erosion control, downspout control, storm drainage, domestic water line, fire line, fire backflow (DCDVA) — as applicable. 2. Revise site plan to include (1) show & label water service line to building (2) show and label sanitary side sewer to building (3) show and label downspout connection(s) to storm drainage system. 3. NOTE: Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and downspouts are sharing a single discharge pipe. 4. Show & label (DCDVA) on a Civil plan sheet for fire line. Provide (size, brand, etc. with specifications). Detector Check Double Valve Assembly (DCDVA) is required to be designed and stamped, by a State of Washington Licensed Engineer. Verify if the (DCDVA) is to be constructed outside of the Building within a Vault (or) to be installed inside Building. Fire Department Connection (FDC) to be located near Fire Hydrant per Public Works and Fire Department requirements. Show & label (FDC) and Post Indicator Valve (P.I.V.) on Civil plan sheet. 5. A Transportation Impact Fee applies to this Building permit in the amount of $335.95. 6. A Sanitary Sewer assessment fee applies to this Building permit in the amount of $116.62. 7. A Ryan Hill Water charge (City Ordinance no. 1777) applies to this Building permit in the amount of $5,804.40 A Cascade Water Alliance fee applies to this Building permit in the amount of $6,005. 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. D15-0135 63nn .Crnithrontor Rmj1Pvnr11.Cnito 4,inn a Tidru;iln Wnchinotnn 4R1RR a Phnno ?n6_d31_367n a Fnr 7n6_d37_gAA5 City of Tukwila Department of Community Development November 4, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Application No. D15-0135 EAST -WEST TOWNHOMES - LOT 1 Dear FILIPP KAPUSTIN: Jim Haggerton, Mayor Jack Pace, Director Permit application D15-0135 for the work proposed at EAST -WEST TOWNHOMES - LOT 1 () 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 12/11/2015. 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: D15-0135 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: D15-0135 DATE: 02/23/17 PROJECT NAME: EAST -WEST TOWNHOMES - LOT 1 SITE ADDRESS: 5044 S 109 CT Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: k� #M A??,'7t* Building Division Is Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 02/28/17 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/28/17 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1211 S@013 PERW COORD COPS' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0135 DATE: 05/19/16 PROJECT NAME: EAST -WEST TOWNHOMES - LOT 1 SITE ADDRESS: 5044 S 109 CT Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: ft - -1f Buil mg DIV1S10 0 Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator 1l DATE: 05/24/16 Structural Review Required ❑ DATE: DUE DATE: 06/21/16 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ PIng ❑ PW ❑ Staff Initials: 12n s/2o 1 3 t PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0135 DATE: 12/08/15 PROJECT NAME: EAST WEST TOWNHOMES - LOT 1 SITE ADDRESS: Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: M� M Building"Division Fire Prevention Plannin Division _ ❑ g ❑ W &L ��� - i Fublic Works Structural Permit Coordinator PRELIMINARY REVIEW: DATE: 12/10/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/07/16 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: U4 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0135 DATE: 06/11/15 PROJECT NAME: EAST WEST TOWNHOMES - LOT 1 SITE ADDRESS: a OziLI S (O 19 C.-t' X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: )� - C6,01�, to4bi c Building Division Fire Prevention Public Works Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: AwL i 40-f S Planning Division ❑ Permit Coordinator DATE: 06/16/15 Structural Review Required ❑ DATE: DUE DATE: 07/14/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) Permit Center Use Only CORRECTION LETTER MAILED: �- Departments issued corrections: Bldg Fire ❑ Ping ❑ PW [ Staff Initials: 12/18/2013 PROJECT NAME: �%� W �' J I 0 W V'W Me4 # I PERMIT NO: I o --00" / _ SITE ADDRESS: ORIGINAL ISSUE DATE: i REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIA , Z�wyc- Summary of Revision. 00 w .1 Received b : ti s—w 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) W City ®f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://,Aww.Tukwi]aWA._og_v REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, 'etc. Date: ?_ - 2 Plan Check/Permit Number: ►-�,j_I I SD 1 15 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # �] Revision # �_ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: FA-511 &J,--< , -f-Z7, J}1-p�,,�cS �— 1.-0 , I F Project Address: 500V G t C211 41-2 41:7-- ——4-r-L..)l L�a LJA Contact Person: ����� _�=c Phone Number: __Z53— R40-SloloO Summary of Revision: RECEIVED FEB 2 3 2017 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [entered in TRAKiT on W.Termit Center\Templates\Forms\Revision Submittal Form. doc RevisedAugust 2015 City® Tg1kW11a REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hiip://www.Tukwi]aWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 611 1l:B Plan Check/Permit Number: D I Is"— b 13 s ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Fct%A — W-eS+ TDwrt kowtes L o-� i Project Address: S Ogy S 1 D q r T Contact Person: G 0S' -'V1 Phone Number: �2 S3) c:- 6 —SfoG6 Summary of Revision: -F-p k7�c�l� i d u.5 t'�y i S i o Y► o N k� r c"�t/12t` x u Alr w e ireacheo( v>Zl e -�u ' b-p-eav�Se. +OP�w �i(o ko "S o[ i r.eo. 04t� I'. 01 vv� S © Yt o V)t V1 t:o n.8 0 -e— Sheet Number(s): PERMIT CENTER "Cloud" or highlight all areas of revision includine of revisia��-� Received at the City of Tukwila Permit Cel —Entered in TRAKiT on � 7!J6(-- _ & W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 City ®f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://wtivm).ci.tukvilama.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: 1213 11 S- Plan Check/Permit Number ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: East-West Townhomes —Lot l_ Project Address: 5O44 S 109 Ct D15-013S' Contact Person:FIl\0P Y.G gosh^ Phone Number:_SZ 53) 84Q-S6 & 0 Summary of Revision: SEE ATTACHED REDLINE COMMENTS. Sheet Number(s): ( tS, A S-N A S.(b��i� 14,8 2, I A2.7 i "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on Ate" 1L`9Tv no t(► DEC 03 200 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: JK Monarch LLC Home Fspahol Contact Safety & Health Claims & Insurance Washington State Depa,ftent of 4,j Labor & Industries JK Monarch LLC Owner or tradesperson PO BOX 188 PUYALLUP, WA 98371 Principals 253-840-5660 Bartels, Jonathan Kirk, PARTNER/MEMBER PIERCE County Doing business as JK Monarch LLC WA UBI No. Business type 603 088 988 Limited Liability Company Governing persons 1 HIGH COUNTRY HOMES 1 HOLDINGS NEW LIFE; License Page I of 2 A-7 Index help My I 8I Workplace Rights Trades & Licensing Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..................................... _... _......................... Meets current requirements. License specialties GENERAL License no. JKMONML874NA Effective — expiration 08/01/2013— 08/01/2017 Bond ................. Developers Surety & Indem Co $12,000.00 Bond account no. 859962C Received by L&I Effective date 03/15/2016 03/09/2016 Expiration date Until Canceled Bond history Insurance Wesco Insurance Co $2,000,000.00 Policy no. WPPI14946500 Received by L&I Effective date 03/29/2016 04/23/2014 Expiration date 04/23/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ....................................................-...................... Help us improve https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/3/2017 JK Monarch LLC No lawsuits against the bond or savings ac, s during the previous 6 year period. Page 2 of 2 L&I Tax debts ......... _ ............................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ...................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts ................................................. L&I Account ID Account is current. 280,695-00 ................................. Doing business as JK MONARCH LLC Estimated workers reported Quarter 3 of Year 2016 "7 to 10 Workers" L&I account representative T2 / CHRISTOPHER WASSON (360)902-6331 - Email: WASQ235@lni.wa.gov Track this contractor G. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. O Washington Stale Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/3/2017 0NN • HIGH COUNTRY HOMES LLC CONTACT: FRED HERDER 424 29TH ST NE PUYALLUP, WA 138312 (253) 840-5660 ARCHITECT: MDP CONSULTING P.O. BOX 1303 SUMNER, WA 98390 (253) 286-�9i3 marktTmdparchitect.com CONTACT: MARK PETER80N r SEGA ENGINEERS 22939 SE 292ND PLACE BLACK DIAMOND , WA 98010 (360) 886-1011 CONTACT: GREG THESENVITZ CIVIL ENC I NEB : ABBEY ROAD GROUP LAND DEV. SERVICES COMPANY ROBERT CARIS P.O. BOX 1224 PUYALLUP, WA 138311 (253) 435-3699 W (253) 446-3159 F ROBERTCARI S'm,4BBEYROADGROUP.COM ca 0 COVE UNIFORM CODES - INTERNATIONAL RESIDENTIAL CODE 2012 N C� as.nges ` �ni ° be r r d'^ P, th s S - INTERNATIONAL BUILDING CODE 2012 plans without approval from t! me - INTERNATIONAL MECHANICAL CODE 2012 r. PEcanning Divisir:.kS Y of DC - INTERNATIONAL FIRE CODE 2012 - INTERNATIONAL PLUMBING CODE 2012 ��G f , i „ proved By: :... j STATE CODES - 2012 WASH. STATE ENERGY CODE - WASHINGTON STATE AMENDMENTS 8 PUBLISHED CODE - ADOPTED CODES OF CITY OF TUKWILA, WA PL®® AS - P UNIT UNIT 'A' UNIT 'A' - SEE SHEET 41.1a Permit me, MAIN FLOOR AREA 268 SQ. FT. SECOND FLOOR AREA 859 50. FT. Plan review approval is 8016d to errors and or lsslon THIRD FLOOR AREA 8-10 SQ. FT. Approval of construction documents does not authoflz TOTAL 199-t 50. FT. the violation of any adopted code or ordinance. Recall DECK 64 SQ.FT. of approved Field C di •ons is acknowledge GARAGE 390 SOFT. UNIT V Date: rrr..,..r UNIT 'B' - SEE SHEET A1.1bCity of Tit ,la MAIN FLOOR AREA 246.5 SQ. FT.BUILDING -135.5 DIVISION SECOND FLOOR AREA SQ. FT. THIRD FLOOR AREA '189 SQ. FT. TOTAL 1111 SQ. FT. DECK 48 SQ FT. 'These plans have been reviewed by the Public GARAGE SQ.FT. Works Department for conformance with current City standards. Acceptance is subject to errors and UNIT IG omissions which do not authorize violations of UNIT 'D' - SEE SHEET AI.lc adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the MAIN FLOOR AREA 288 SQ. FT. designer. Additions, deletions or revisions to these SECOND FLOOR AREA 521 SQ. FT. drawings after this date will void this acceptance THIRD FLOOR AREA 839 50. FT. and will require a resubmittal of revised drawings TOTAL 1948 SQ. FT• for subsequent approval DECK 90 SQPT. Final acceptance is subject to field inspection by GARAGE 380 SQ.FT. the Public Works utilities inspector. Date: By. ; - IRC CODE 2012/ WSBC 51-40 WAG - OCCUPANCY R-3 SINGLE FAMILY TOWNHOMES U - GARAGE - CONSTRUCTION TYPE- V-B MULTI-FAMILY- 1 HR SEPARATION REQUIRE[ BETWEEN TOWNHOME UNITS OCCUPANVY0 LO i) CALLS/ OUI Rr=0 EXITS TOWNHOMES IRC R311 I EXIT REQUIRED ( 2 PROVIDED) ISENEIRAL FROJECT NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. CONTRACTOR's MUST COMPLY WITH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 2. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA AND CHANGE ORDERS. 3. DISCREPANCIES BETWEEN PORTJ,ONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH DISCREPANCIES WITH THE ARCHITECT/CONSULTANT PRIOR TO COMMENCING WORK. 4. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS. DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS. THE ARCHITECT/CONSULTANT SHALL BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH THE WORK. 5. GENERAL CONTRACTOR WILL REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS, ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE G.C. REVISIONS No chanpps sh ?11 bo mnde to the scopa of rrork 1:vithoi,t prior approval of u'tt•,�'slo 11,61ding Division. N077: R,-)vi- vrls Mil require a new plan submittal and may include additional plan review fees. l 0 rn 300 `�'96 117.W 12' ST NTi 24" TAI FT AfRCk4 TECTUf;R L -SITE F=LAN 8' A PHALT SEE VIL - SEi�T1_ �1-EA-5T- WEST TCUJN�40ME5 ,, ,7AT REQUI PIED FOR: ><XXX 51,5 t AVE S. ❑,�Jlachanictal LavCirl (i4`,.) T U<UJ( L A / ❑ Fly tubing ❑ Gas Piping City of Tukwila 5-UNIT 5LP� 5' PEDESTRIA q PATH 5-UNIT 15L C SU15MI TTAL WOOD FENCE SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS 12 W X 5 WATER METERS PER CITY STANDARD PLAN WS_01 �+��nrr•..rr�n s> r I,.. --- san,; V!, 104m I J.P. I No _J'" ''0 1 r V Al stsiflig •ra il ���1%-, VAN �� .�� pggill �•^"f- ♦ q t� . - ♦ram ♦ 1 1 1 1 - \ c m. - � ~ N • r•1jjee ur♦rt��I����.wiRi � I'r'CC::1►��■11�I.i 1■�►�■�11:.::.�•r� ��:.,,, � 1 • • ii'am's it s o �_sl 41 .� n as i ARCHITECTURAL SITE PLAN 11110, YA 1-0/f L I NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS STA 24+50.00 51 st Ave S 6. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER's . APPROVED SHOP 15. IT IS THE CONTRACTOR's SOLE RESPONSIBILITY TO DETERMINE ERECTION DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS T THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE COMPONENT PARTS DURING ERECTION. SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE BUILDING IS OCCUPIED. 16. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE 8. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT 6PEC1FIc,4TION5 MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH SPECIFIED IN A CLEAN (BROOM) CONDITION AT ALL TIMES. MATERIAL. CONTRACTOR IS TO SUBMIT PROPOSED SAMPLES OF SUBSTITUTIONS, 9. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY ALONG WITH SAMPLE OF THAT SPECIFIED IN DRAWINGS FOR REVIEW BY THE OWNER. OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 11. GENERAL CONTRACTOR WILL VERIFY WITH OWNER IN REGARD TO ANY 10. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES SPECIFICATIONS NOT INCLUDED WITHIN IN THESE DOCUMENTS. AS REQUIRED. 18. ALL WORK SHALL BE PERFORMED AS SHOWN ON THESE PLANS AND IN ACCORDANCE 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADED, UN -CRATING, WITH OWNERS' SPECIFICATIONS. INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER 19. WHERE LOCAL CODES, ORDINANCES OR REGULATIONS ARE MORE RESTRICTIVE THAN FURNISHED ITEMS. OWNER SPECIFICATIONS, THEIR LOCAL REQUIREMENTS SHALL GOVERN. 12. GENERAL CONTRACTOR 16 REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING 20. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND THESE PLANS ARE TO BE VALVES, AND MECH EQUIPMENT. IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND/OR ARCHITECT. NO 13. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL WORK SHALL BE PERFORMED ON THE ITEMS IN QUESTION UNTIL DIRECTED BY THE REQUIREMENTS OF THE BUILDINGa AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OWNER AND/OR ARCHITECT. OF CONSTRUCTION AND OCCUPANCY. 14. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDEn TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR 6111IATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 't -% _. �. Strn rS Cresma 5k.:. �. u�i r 's Cakr*i� �.�5f07th + scn . 1 X N 'PRO Ea .4 b SITE 1, S ry3th .-„j 'kq Y 6,, pit• S , s xxtn st - N %S s1'611, 11-1- E `Nt_.3 -' 4 j' VIVNIT`I' MAP NTS ... . AW l MA SITE ADDRESS: XXXX 51st AVE S TUKWILA, WA PARCEL NUMBER: 681420-1065, -1050, -1045, -1040, -1143, -1144, -1145, -1150, -116m SITE AREA: 1.12 ACRES ZONING: HDR (HIGH DENSITY RESIDENTIAL) SETBACKS: STREET - 20 FT REAR - ]OFT INTERIOR - 0 FT BUILDING HGT: ALLOWED 45FT PROPOSED 35FT LEC AL PESCR I PT I ON PARCEL 1: LOTS I THROUGH 8t AND LOTS 21 THROUGH 26, BLOCK 10, POTTERY WORKS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 86, RECORDS OF KING COUNTY, WASHINGTON. ASSOCIATE) PILE NUMBC • L14-0045 PUBLIC HEARING DESIGN REVIEW • L14-0032 SHORT PLAT • E14-0008 SEPA • PL14-0022 LAND USE PROJECT FILE THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTTS� OF EHB 048 AND RCW 64.55.005 THRU 64.55.Og0 *�6� k MARK PETERSON PROJECT ARCHITECT SHMET I Nt1 r=X CIVIL SEE CIVIL ENGINEERING INDEX - ARCHITECTURAL AS.1 TITLE SHEET, PROJECT DATA, VICINITY MAP UTILITY PLAN- ROOF/ FDN DRAI S 0AS.Ia 1 AS.Ib UTILITY PLAN- WATER LINE LOCATION AS2 GENERAL NOTES AU 1/4 BUILDING MAIN LEVEL FLOOR PLAN A1.2 1/4 BUILDING SECOND LEVEL FLOOR PLAN A1.3 1/4 BUILDING THIRD LEVEL FLUOR PLAN A1.1a 1/4 TOWNHOME FLOOR PLANS- UNIT 'A' AI,lb 1/4 TOWNHOME FLOOR PLANS- UNIT 'B' A1.1d 1/4 TOWNHOME FLOOR PLANS- UNIT 'D' A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 ROOF PLAN/ VENTILATION NOTES A4.1 WALL ASSEMBLY DETAILS A5.1 BUILDING SECTIONS, DETAILS _ REVIEWED FOR A6.1 CONSTRUCTION DETAILS CODE COMPLIANCE STRUCTURAL ,APPROVED S1.0 STRUCTURAL NOTES SEP 12 2016 52.0 53.0 FOUNDATION PLAN SECOND FLOOR FRAMING PLAN 54.0 THIRD FLOOR FRAMING PLAN C; of Tulcwlla 55.0 ROOF FRAMING PLAN BUILDING DIVISION 56.0 STRUCTURAL DETAILS 56.1 STRUCTURAL DETAILS BUILDING ENVELOPE I SOUND BUILDING ENVELOPE DETAILS 2 SOUND BUILDING ENVELOPE DETAILS 3 SOUND BUILDING 1=NVI=LOPE DETAILS ;` .,�rJ 4 SOUND BUILDING ENVELOPE DETAILS 0 ;r :.i+ 'l i : h ll+A 5 SOUND BUILDING ENVELOPE DETAILS 6 SOUND BUILDING ENVELOPE DETAILS DC 0 3 2015 PLUMBING PERMIT CENTER BIDDER DESIGN- UNDER SEPARATE PERMIT MECHANICAL BIDDER DESIGN- UNDER SEPARATE PERMIT CORRECTION ELECTRICAL LTR BIDDER DESIGN- UNDER SEPARATE PERMIT �IMENTS LV 6 r� V � ta�'c t 0Z V M+1 •6 L a N E E O 90 REGISTERED RA71r 4TERSDN STATE OF WASHINGTON EXP: 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLAN Na i )T - 2 DATE: 02-05-2015 ■ 1 r 4 • a � i��ijiz — ♦ — . G PATH �. FT SPACE N SPACE OPEN SPACE r 284 SF OPEN � � �•::i ::��:it � ■ �t � ems: � ' ,�rrr�r�!il +R •u w ,. SI 1° a 3 irrr w� G riv is rr.n ,i a 2 l rr • �� rrr ■r::r■ scut ■r ■Rrvv �@ �� l rrrt II �r■ r rur�ir■ �■:rg::�� 4 i��air�' a�iiiil--��w�' ' i■'�i■!sa� `irni0� � �■��\�� � �i:ii� I • r i .� rt■■ram >rrrur, � V a I i:�iiri`�i � Z!"` Ir `\o rrrllN11.�iiNl L'tQ\■\.1 � irurrl r, na�iii=m3�l: rL�:i [k`: \1,IJJ�re i • trt�l��'� �\, �\ t f ,fr.. i ' - I -~ • c a s �'�"�9�r'1 -„ lid;; e"aa�:� �Cria�e.� 1►� EzE� ST NT . • J —. `�' �I""�ARi' /����w N1qi /i// uwiti ix/g®N_l�ll� Niu sA��i��..�iA■p��Riae Ir.•�.:as,rrtl.i�a"��ii "i,Nlj®� ®'®®►0V �^�!(�i�•�!p®���■ lIa1B/0/�O�l�'plo R-1 • • . tl�r"� w. 99 ar wo!rrRf. o � • tt o� I i � ■ . . . . trrfrrt• I: ■� rI a . . gone _ 329.j w _. 13 WATER METERS PER — • • . " • .. ;f � ., ._,,. � ��';� CITY a a • a . . . i.► fir, �. ''OPEN PAI 28 DRAIN/ F fG DRAIN ARCHITECTURAL SITE PLAN 1010' Y NOTE: SEE APPROVED CIVIL DRAWINGS FOR 51TE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS Z'i' STA 24+50.00 51 st Ave S APPROVED DEC 15 20153 City of Tukwila [PUBLIC Works REVIE D FOR Coi)E COM LI CE XFPP,0 SEP 12 2016 City of -Cu VISION BUILDING D. i'1'�= DEC 0 3 2015 PERMIT CENTER Al 15 D15-0140 EVIEW COMMENT6 IT BLEP6 6 V � O L � pL W F- � l) V L a E E O v 390 IARM- PENTERSON STATE OF WASHINGTON ro � Fix— f': 09/30/16 1. Contractor or builder. must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. NM Na ML7TH-152 DATE 02-05-2015 i f 304 CW 0 0) / LS 77 `�1g6 17 117.W 8' A PHALT SEE VIL - 12m ST SI 24" � TAI` FT 146. 1 G 7 W O �p�pp V• O Z i1ftT_3ut -5' PED PATH S87'48'50"E 115.4 ' 33 6' 19,83' 19,83' E O N SPACE OP N SPACE 19 83' SF 4 SF OPEN SPACE 284 SF OPEN 84 ACEJOPEN" 69 v■1111M HIM IMP, M'54 .sK.i..J..ROFO►� i nisi � ��8::�% \�;,I�$>rl �n®9.��111� ��r 1#il ►1 . ��� i�i�i`®"s'�i'►� ie�ii '•='•�- ®�1�1`� �el�+'�tlrii���ilirlO��i®Oliilll�,m►��1lI�I • S • � N a a DRIVE _ .8' 19. 17, OPE SPACE 2 19 83 OPEN SPA E OPEN 28 g gF 26 WATERLINE LOCATIONS ARCHITECTURAL SITE PLAN 11"10' S87'4050"E 117, ,60, WOOD FENCE SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS TAFAD L O/f L zo In a- W NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS P METERS TO BE INSTALLS 5 WATER METERS PER CITY STA 4DARD PLAN WS-01 -ec£ 20'R REL CATED LIGHT POL -SEE CIVIL ME C STA 25+69.95 3 WATER METERS PER CITY STANDARD PLAN WS-01 P METERS TO BE INSTALLED STA 24+50.00 51 st Ave S R Vl�FpR COMPLrP'NcF_ CODEpF puSO SEP 12 2016 APPROVED DEC 15 2015 City of Tukwila PUBLIC Works �� -Tuy ila Oltl rvrSroN BvrLorN� D r..., DEC 0 3 2015 PERMIT CENTER 6 V � H Z tu H r� 3:`./. PLO i5 s` a E E 0 6390 '9471G P�TERSON STATE ,,OnnF WASHINGTON l� EXP: (d9/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN Nt- C)T2 DATE 02-05-2015 nwo M1 �. =1 GENERAL NOTES: A. GENERAL F. MATERIALS I. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITHIN I, NOT USED THE DRAWINGS. 2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 IBC/ IRC AS AMENDED AND ADOPTED BY THE GOVERNING BUILDING 2. TOILET ROOM ACCESSORIES PROVIDED ON OR WITHIN WALLS SHALL BE CODE ENFORCEMENT AGENCY. INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM 3. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES, MOISTURE (IBC SEC, 1210) 4. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO FACE OF 3. ALL WEATHER EXPOSED SURFACES SHALL HAVE A.WEATHER-RESISTANT STUDS. BARRIER, SUCH AS WATER PROOF KF::,FT PAPER OR ASPHALT- 5. DO NOT SCALE DRAWINGS SATURATED FELT, TO PROTECT INTERIOR WALL MATERIALS, (IBC 6. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN SEC. 1403)- VERIFY W/ BLDG ENCLOSURE ENGINEER THIS CONTRACT OR BY OTHERS, 7. VERIFY SIZE AND LOCATION OF AND PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS, 4, FOAM PLASTIC INSULATION SHALL CONFORM TO THE REQUIREMENTS OF 8. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE IBC SEC, 2603. COMPLETELY PROVIDED AS IF DRAWN IN FULL, 5. ALL OTHER INSULATION MATERIALS INSTALLED WITHIN FLOOR- 9. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ELEVATIONS, OR DETAILS SHALL BE 3" FROM FACE TO STUD TO EDGE ASSEMBLIES, ATTIC OR CRAWL SPACES OR COVERING PIPING AND OF DOOR OPENING. TUBINGS SHALL HAVE A MAXIMUM FLAME SPREAD RATIO OF 25 AND A 10. FINISH FLOOR (FIN. FLR.) REFERS TO TOP OF CONCRETE SMOKE DENSITY NO GREATER THAN 450, (IBC SEC. 719) OR TOP OF PLYWOOD SUBFLOOR (WHERE GYPCRETE IS NOT INDICATED), 6. NOT USED II. NOT USED 7. WOOD SUPPORTS IN CONTACT WITH EARTH OR MASONRY OR LOCATED 12. NOT USED NEARER THAN 6 INCHES TO THE EARTH SHALL BE TREATED WOOD. (IBC SEC. 2304) 8. ALL WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE B. SITE ISSUES FLOORS OR ROOFS, SUCH AS CONCRETE SLABS, AND EXPOSED TO THE WEATHER SHALL BE TREATED WOOD UNLESS SEPARATED FROM SUCH I. VERIFY GRADES SHOWN ON DRAWINGS PRIOR TO CONSTRUCTION, FLOORS/ROOFS BY AN IMPERVIOUS MOISTURE BARRIER, 2. CUT SLOPE TO BE 2:1 MAXIMUM, UNLESS NOTED OTHERWISE, FILL SLOPE TO BE PER CIVIL ENGINEER, UNLESS NOTED OTHERWISE. 9. WOOD COLUMNS OR POSTS LOCATED ON INDIVIDUAL PIERS AND WITHIN 6" OF EARTH SHALL BE TREATED WOOq.IBC SEC, 2304) 10. TREATED WOOD SHALL HAVE AT THE TIME OF INSTALLATION A C. MOISTURE CONTROL MOISTURE CONTENT OF 19 PERCENT OF LESS. TREATMENT OF WOOD I. WALLS: FACE -STAPLED BATTS -VERIFY W/ BLDG ENCLOSURE ENGINEER SHALL CONFORM TO IBC STANDARDS , (IBC SEC. 2301) 11. NOT USED 2. CEILING WITH ATTIC - VERIFY W/ BLDG ENCLOSURE ENGINEER 12. WHERE ALUMINUM IS PLACED IN CONTACT WITH DISSIMILAR 3. NOT USED MATERIALS, THE ALUMINUM SHALL BE SEPARATED FROM THE OTHER MATERIAL BY COATING OF THE ZINC CHROMATIC PAINT, BITUMINOUSPAINT 4. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS OR PLASTIC TAPE PER IBC BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY 13. ALL NON-STRUCTURAL FACING OF BRICK, CONCRETE, STONE, ETC., SERVICES THROUGH WALLS FLOORS AND ROOFS; AND ALL OTHER SUCH SHALL BE GOVERNED BY THE REQUIREMENTS OF IBC CHAPTER 14, OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED CAULKED, 14. NOT USED GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE, - VERIFY W/ BLDG ENCLOSURE ENGINEER 15. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION IS INSTALLED, GYPSUM WALLBOARD SHALL NOT BE 5. ALL EXTERIOR DOORS OR DOORS SERVING AS AN ACCESS TO AN INSTALLED ON WEATHER EXPOSED SURFACE-, ENCLOSED UNHEATED AREA SHALL BE WEATHERSTRIPPED TO LIMIT AIR 16, WHEN APPLIED DIRECTLY ON FRAMING, ALL EDGES AND ENDS OF LEAKAGE AROUND THEIR PERIMETER WHEN IN CLOSED POSITION, GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT - VERIFY W/ BLDG ENCLOSURE ENGINEER THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING, 6. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO LIMIT AIR LEAKAGE 17. WOOD SUPPORTS FOR GYPSUM WALLBOARD SHALL BE NO LESS THAN 2" INTO OR FROM THE BUILDING ENVELOPE. - VERIFY W/ BLDG ENCLOSURE ENGINEER NOMINAL IN THE SMALLEST DIMENSION, EXCEPT THAT I" NOMINAL BY 2" NOMINAL FURRING STRIPS MAY BE USED OVER SOLID BACKING. 18. WATER RESISTANT GYPSUM WALLBOARD IS TO BE USED AS A BASE FOR D. ELECTRICAL/MECHANICAL/PLUMBING TILE OR WALL PANELS IN SHOWERS AND/OR TUB ENCLOSURES OF WATER CLOSET ROOMS, EXCEPT WHERE IT IS APPLIED OVER A PAPER BARRIER, I. ELECTRICAL CONTRACTOR TO PROVIDE HEATING LOAD CALCULATIONS TO THE GOVERNING BUILDING CODE ENFORCEMENT AGENCY FOR APPROVAL PRIOR TO CONSTRUCTION. ELECTRICAL CONTRACTOR TO CONFIRM DESIGN USE OF HVAC UNITS WITH OWNER PRIOR TO G. HAZARDS BIDDING. 2. WATER FLOW LIMITING DEVICES SHALL BE PROVIDED AT I. GUARDRAILS SHALL BE NO LESS THAN 42 INCHES IN HEIGHT, EXCEPT LAVORATORIES (0.5 GPM) THAT WITHIN INDIVIDUAL UNITS OF R-2 OCCUPANCIES THEY MAY BE 3. NOT USED 36 INCHES IN HEIGHT, INTERMEDIATE RAILINGS ARE REQUIRED AND ARE TO BE ARRANGED SO THAT A 4 INCH DIAMETER SPHERE CANNOT 4. WATER HEATERS IN CLOSETS SHALL BE ELECTRICAL ONLY. PASS THROUGH. (IBC SEC. 1012) 5. IF WATER HEATER HAS A NON RIGID WATER CONNECTION AND IS OVER 4 FEET IN HEIGHT, IT MUST BE ANCHORED OR STRAPPED TO THE 2. SAFETY GLAZING IS REQUIRED IN ALL DOORS, RAILINGS AND TUB OR WALL PER UMC. SHOWER ENCLOSURES, ANY GLAZING WITHIN A DOOR OPENING AND 6. WATER HEATERS SHALL BE LABELED AS COMPLYING WITH ASHRAE WITHIN 60 INCHES OF THE FLOOR SHALL BE SAFETY GLAZING, STANDARD 90A-80, FIXED GLAZING GREATER THAN 9 SQUARE FEET IN AREA AND WITHIN 7, ALL SOLDER USED IN PLUMBING CONNECTIONS, SHALL BE LEAD FREE 18 INCHES OF THE FLOOR IS ALSO TO BE SAFELY GLAZING. (IBC SEC. 2406) E. FIRE SAFETY ISSUES I, PROJECT SHALL BE PROVIDED WITH AN APPROVED SMOKE DETECTORS / CARBON MONOXIDE DETECTORS INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND POWERED FROM THE BUILDING WIRING, EACH DEVICE SHALL BE LOCATED IN ACCORDANCE WITH CODE, 2. NOT USED 3. NOT USED 4. GAS VENTS AND NON COMBUSTIBLE PIPING INSTALLED IN WALLS SHALL BE FIRE -STOPPED AT ALL RATED PENETRATIONS PER IRC 714, 5. NONCOMBUSTIBLE PIPING AND CONDUIT INSTALLED WITHIN FIRE- RESISTANT WALLS ARE TO BE SEALED AT ALL RATED FLOOR AND WALL PENETRATIONS PER IRC 714. 6. COMBUSTIBLE EAVES OVERHANGS OR EXTERIOR BALCONIES LOCATED WHERE OPENINGS ARE TO BE PROTECTED OR ARE PROHIBITED SHALL BE OF ONE -HOUR FIRE RESISTIVE OR HEAVY -TIMBER CONSTRUCTION 7, PROJECTIONS SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREAS WHERE OPENINGS ARE PROHIBITED 8. NOT USED 9. NOT USED 10. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY. 11, REQUIRED FIRE EXTINGUISHERS ARE TO BE CLASS 2A-IOB:C. 12, CONSULT FIRE MARSHALL FOR BUILDING SIGNAGE REQUIREMENTS. �Evl�w�° FOR GOCE COMp EDE C AppVtOV SE? 12 20% GENERAL CONSTRUCTION NOTES: 0, Tu Vila All construction shall comform to the International Building Code (IBC), 2009 edition. The contractor shall be 13U�Lp responsible for all safety precautions and methods, techniques, and sequences or procedures required to perfo the specified work. The contractor shall verify all dimensions and all conditions at job site including building and site conditions before commencing work and be responsible for some. The contractor shall provide temp- orary bracing as required until all permanent connections and stiffeners have been installed. The contractor shall coordinate with the building department for all building department required inspections. Do not scale drawings. Use only written dimensions. The details shown are typical and shall be used for like or similar conditions not shown. Variations and modifications to work shown on these drawings shall not be carried out without written permission from the architect. Parallel Strand Lumber Have manufactures specifications and layout on site at time of inspection. ;�' RECEIVED CITY OF TUKWILA JUN 1 12015 PERMIT CENTER 6 O ;6 N L � i a lu z Q U. v 6 O O v 64RK EGISTERED AR IT� P TERS�N STATE OF WASHINGTON EXP: m9/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. rev NO- MPTH-152 DATE 02-05-2015 AS. 2 �c �Surn�r �sr. uatt;�!ai�' e ■ SEE BHT AI .Ir - ITr I /1 f^1 11 1 A I I n Ui. W 1 WITH R-21 INSULATION. SEE SHEET Ab.1 FOR CALL -OUTS -> INTERIOR WALLS- 5RG L ^ '+ .7 I UIJ.7 AA 1(o V.L.. WI I M Z7/V lT 11'. DV. EACH SIDE, UNLESS OTHERWISE NOTED. 1K1*rCtn1/9t'n IIIAI I a A ^ `7 C7 I Ul./�J )" I IIV V.V. W1 1 n :J/GV L4 1 f . L14J. EACH 51OE, UNLESS OTHERWI5E NOTED. INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALL5 SEE SHEET A6.1 FOR CALL -OUTS SEE SHT A I. I o SEE SHT A 1.10 ._.. wltt♦ .� SEE SHT Aldo SEE SHT A 1.1 b ....n nING LJIV "'— Uhl I T V UNIT 'A' UNIT '5' MAIN FLOOR AREA 288 90. FT. MAIN FLOOR AREA 2(b8 50. FT. MAIN FLOOR AREA 246.5 50. FT. BECO V FLOOR AREA 821 50. FT. SECOND FLOOD'. AREA 85ci 50. FT. SECOND FLOOR AREA '755.5 50. FT. TH I "" FLOOR AREA a5cl 50. FT. THIRD FLOOR AREA V70 50. FT. THIRD FLOOR AREA n78ct 50. FT. TOTAL I0148 50. FT. TOTAL I41,:q07 90. FT. TOTAL Im7"11 50. FT. 6ARA E 580 90.FT. C ARA&E 5410 50.FT. DECK 48 SQ.FT. SQ.PT. RECEIVED CITY OF TUKWILA JUN 1 12015 PERMIT CENTER 5 UNIT TO.ANHOMPS 6 N L 1 � H ztu ~ C) v L a L E E 0 6390 REGISTERED AR IT� ARK P TERSON STATE OF WASHINGTON EXP: O'B/3(d/l ro 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLM NOa MPTH-152 DATE 02-05-2015 a Yamiszlaz�U.W igfiBt+P`S""..uE i EXHAUST FANS RESIDENTIAL EXHAUST FAN REQUIREMENTS - BATHROOMS KITCHENS INTERMITTENTLY OPENINGS 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM I. RANGE HOODS 4 DOWN DRAFT RANGES SHALL. BE RATED NOT LE65 THAN 100 CFM Q 0.10" WiS. EXHAUST DUCT REQUIREMENTS: I. BE A MINIMUM OF 6" IN DIAMETER FOR SMOOTH 6 FLEXIBLE DUCT WORK. 2. BE INSULATED TO A MIN. R-4 IN UNCONDITIONED SPACES. 3. BE EQUIPPED WITH A BACK -DRAFT DAMPER 4. TERMINATE OUTSIDE THE BUILDING. 5. SHALL COMPLY WITH THE 2012 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. RESI Dr=NTI AL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH THE 2012 I.R.C./ I.B.C. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER/ TUB WALLS TO BE WATERPROOF TO MINIMUM '10" ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G.P.M. FLOW. 1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO BE PER I.R.C. R308.6. 10.ALL GLAZING WITHIN 60" OF STAIRWAY TO BE SAFETY GLASS. NOTES 1. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 5TUD5 AT 16" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. SEE SCHEDULE THIS SHEET. 6. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. 1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.G. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. INOLL LAC ENS i, EXTERIOR WALLS- 2X 6 STUDS a 16" OC 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- BRG 2 X 4 STUDS AT 16" O.C. WITH 5/5" GYP. BD. EACH SIDE, UNLE55 OTHERWISE NOTED. INTERIOR WALLS- NON BRIG 2 X 4 STUDS AT 16" O.G. WITH 5/6" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. _ INTERIOR PARTY SEPARATION WALL- I HR WALLS SEE SHEET A6.1 FOR CALL -OUTS 2 INSULATION SCHEDULE Energy Regulations 2012 WA. STATE ENERGY CODE WALLS: R-21 KRAFT FACE BATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETARDER, ROOF: R-49 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER. CEILING/FLOOR: R-30 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER. SLAB PERIMETER: R-10 RIGID- 24" DEEP w/ THERMAL BREAK GLAZING: UNLIMITED U-VALUE 0.30, 0.40 5HGC DOOR: U-VALUE 0.60 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER SECTION R406 -ENERGY CREDITS REQUIRED = 1.5 -PROVIDE OPTION (5b) EFFICIENCY WATER HEATING - PROVIDE GAS WATER HEATER W/ MIN EF OF 0.&2 ALL GLAZING TO BE IN COMPLIANCE WiTH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS 0 io OF GRO55 FLOOR AREA EQUALS 11.8 % 2 iA WHOLE HOUSE VENTILATION: IRC 1-11508.R-INTERMITTENT WHOLE HOUSE VENTION INTEGRATED WITH A FORCED AiR SYSTEM. KEY REQUIREMENTS: -SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M15083. -SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED -AIR SYSTEM DUCTS. -OUTDOOR INLET DUCT SHALL ENTER FROM A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING AND CONNECT TO THE RETURN AIR PLENUM. -OUTDOOR INLET DUCT SHALL CONNECT UPSTREAM OF THE BLOWER -THE SYSTEM SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL. ft -FLOW RATE SHALL BE FIELD-TESTED. L. 2,--ji" 1 4'-2" EGRESS 6/0x5/0 xo 3/Ox2/0 xo BEDi^OOM 6� 9'-0" CLG BATH s V-0" CLG I 110V ' 5 e V-4j' LINEN 110V W DN 18R W CABINETS 0° 0 L v_Tos JL J s.D. _ _ � iY N �� �� 22 x30 MIN. 110V Q LNVIRY EF. I 'ATTIC ACCESS 9'-0" CLG _ G.M. W i j cn Ll r / 36 cq � I �AKiNG LE 5HIX i �QI n/ E.F. �9 4 ' - BATH 64) 9'-0" -CLG WIG 0 EF. r LINEN u R4S INT V ULT RIDGE I_5�� I100V S.D. MSTR BEDROOM _ V-0" CLG 0 2 4/Ox2/0 fx 4/0x4/6 xo n w. 5/Ox2/0 fx _ T/faxT/6o xo EGRESS 4'-14" I 4'-1" 8'-321" 110V SMOKE DETECTORS TO BE INTERCONNECTED 4 ( HARD -WIRED W/ BATTERY BACK-UP PER R314 S.D. 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4 C.M.HARD-WIRED W/ BATTERY BACK-UP PER R315 G2401.5 (304.5) indoor combustion air. The required volume of indoor air shall be determined in accordance with Section G2401.5.1 or G240-1.5.2, except that where the air infiltration rate is known to be less than 0.40 air changes per hour (ACH), Section G2401.5.2 sha I I be used. The total required volume shall be the sum of the required volume calculated For all appliances located within the space. Rooms communicating directly with the space in which the appliances are installed through openings not Furnished with doors, and through combustion air openings sized and located In accordance with Section G24015.3 are considered to be part of the required volume. G24015.1 (304B.1) Standard method. The minimum required volume shall be 50 cubic feet per 1000 Btu/h (4.8 m3/kW) 41_211 EGRESS 6/0x5/0 xo 3/04/0 xc11 E.F. 10'-0" CLG 1- r STUDY! BEDi�OOM I FED O 10'-0" CLG 110VSINK, S.D. n N iL 10 ;4 110V I `f o 17 Tt 4'-2j" 3'-11" �t ® REFR. DN 16R 0 ORANGE KITCHEN _ w/ HOOD 00 E.F. 2 J as w m ' SINK DW N 00 / 110V z _� 2 / \ S.D. 0, 42" RAISED BAR u w �j li W } lu Z3 DINING UP 18R LIVINGS DOOM 10'-V CLG METAL FIREPLACE 5-VENT THROUGH ROOF INSTALL PER MFR r SPECS. PROVIDE 6 SQ. IN. OUTSIDE AIR 'k 48" WIDE MIN TV ALCOVE CN ABOVE FIREPLACE W/ ,�� / MIN 12" WIDE TV SHELF/ MANTEL 1'-9' 2 � 2 STORE DOOR DLGK 03 S.G. 6/04/0 fx WATERPROOF 6/0x4/6 xoxo DECKING i SLOPE TO DRAIN T//S, rr, i % 1/4" / FT MIN 5'-62" 1'-0" 6'-311 1_0 1/4" = 1' - 0" MAIN FLOOR AREA 268 50. FT. SECOND FLOOR AREA S5c-i SO. FT. TIC I IUD FLOOR AREA 4570 50. FT. TOTAL 141411 SCE. FT. 6ARACSE 3410 SO.r-T. MECHANICAL EQUIPMENT -ATTIC, FURNACE OPTION • PROVIDE MIN 22" X 30" ATTIC ACCESS, VERIFY MECH UNIT SIZE 4 PROVIDE ACCESS TO BE ABLE TO REMOVE IF NEEDED IN FUTURE • PROVIDE ELECTRICAL W/1 51GHT AND A 110V RECEPTACLE W/1 25FT -W SAME LEVEL OF MECH UNIT • PASSAGE WAY FROM ACCESS OPENING TO THE EQUIPMENT TO BE MIN 30" WIDE 4 30" HIGH, AND PROVIDED W/ CONTINUOUS FLOORING 24" MIN WIDE • LEVEL WORKING PLC` -FORM 1`1N 30" SQUARE REQUIRED 10 FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH a THE ATTIC ACCESS OPENING PER IRC 111305.13.1 0 m il NOTP: SEE SITE PLANS FOR EVERSED FLAN LA`10OUTS, T1'P I GAL RECEIVED CITY OF TUKWILA J U N 1 12015 PERMIT CENTER WNHOME- 20 Pt TS 2/3/4/67 � 5 UNIT TOWNHOMES 6, 390 \) REGISTERED AR IT� ARK P TERSDN STATE OF WASHINGTON EXP: 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. 'This plan was designed to be marketed thrpughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLAN Na MDT+-1 52 DATE 02-05-2015 .,..w,. 1. a .. 91 BATHROOMS KITCHENS INTERMITTENTLY OPENINGS 50 CFM 100 CFI CONTINUOUS OPERATION 20 CFM 25 CFM i. RANGE HOODS 4 DOWN DRAFT RANGES SHALL BE RATED NOT LESS THAN 100 CFM 0 0.10" WG. EXHAUST DUCT R-JEQUIREi ENTS: I. BE A MINIMUM OF 6" IN DIAMETER FOR SMOOTH ! FLEXIBLE DUCT WORw, 2. BE INSULATED TO A MIN. R-4 IN UNCONDITIONED SPACES. 3.15E EQUIPPED WITH A BACK -DRAFT DAMPER 4. TERMINATE OUTSIDE THE BUILDING. S. SHALL COMPLY WITH THE 2012 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. ES I VENT I AL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WiTH THE 2012 I.R CJ I.B.C. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FiRE BLOCKING AT ALL PLUMBING ,AND MECHANICAL PENETRATIONS. S. ALL SHOWER/ TUB WALLS TO BE WATEF TO MINIMUM i0n ABOVE DRAIN. C`+ 6. SHOWER TO BE LIMITED TO MAXIMUM A 25 G.P.M. FLOW. "i. ALL GLAZING WITHIN 60" ,ABOVE DRAIN INLET TO BE SAFETY. GLASS. S. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN IS" OFF THE FLOOR TO BE SAFETY GLASS. S. ALL SKYLIGHTS TO BE PER I.R.C. R308b. 10.AL.L GLAZING WITHIN 60" OF STAIRWAY TO BE SAFETY GLASS. N NOTES i. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. NO 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS ' AT 16" OTC. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER ANO BEAM REQUIREMENTS. S. INSULATION SHALL BE INSTALLED PER LOCAL ENERIGY CODE t' REQUAMMENTS. SEE SCHEDULE THIS SHEET. e 6. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND ' PARKING CONFIGURATION. SITE PLAN CONFIGURATiON TAKES PRECEDENCE OVER THIS DRAWING. 1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD _ ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. NO HALL Lr=6r=N1P EXTERIOR WALLS- 2X 6 STUDS O 16" Or, 1 WITH R-21 INSULATION. SEE SHEET A4.1 FOR GALL -OUTS INTERIOR WALLS- BRCS 2 X 4 STUDS AT iron OZ. WITH 5/8" GYP BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WAILS- NON BRIG 2 X 4 STUDS AT iron O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL-i HR WALLS SEE SHEET A4.1 FOR CALL -OUTS 2 � INSULATION SCHEVUL&' Energy Reputations 2012 WA. STATE ENERGY CODE WALLS: R-21 KRAFT FACE BATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETARDER ROOF. R-49 FOIL FACED BATTS DENSITY ,AND PRESCRIBED R-VALUES, - FOiL TAPE SEAMS AS VAPOR RETARDER CEILING/FLOOR: R-30 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER SLAB PERIMETER: R-10 RIGID- 240 DEEP w/ THERMAL BREAK GLAZING: UNLIMITED U-VALUE 030, OAO SHGC DOOR: U-VALUE 0.60 ADDITIONAL ENERC3Y EFFICIENCY REQUIREMENTS PER SECTION R406 -ENERGY CREDITS REQUIRED Is 1.5 -PROVIDE OPTION (5b) EFFICIENCY WATER HEATING - PROVIDE GAS WATER HEATER W/ MIN EF OF 082 ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS OF GRoSs&LOOR AREA EQUALS i1 % WHOLE HOUSE VENTILATION: IRC M1508.R-INTERMITTENT WHOLE HOUSE VENTION INTEGRATED WITH A FORCED AIR SYSTEM. KEY REQUIREMENTS: -SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION MI5083. -SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED -AIR SYSTEM DUCTS. -OUTDOOR INLET DUCT SHALL ENTER FROM A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING AND CONNECT TO THE RETURN AIR -OUTDOOR INLET DUCT SHALL CONNECT UPSTREAM OF THE BLOWER -THE SYSTEM SHALL BE EQUIPPED WITH A MOTORIZED DAMPER C 4,MCTED TO THE R AUTOMATIC VENTILATION CONTROL. -FLOW RATE SHALL BE FIELD-TESTED. V -10i" 4'-On 8'-10i" 40 �4 4/0x4 6 xo 4/0x2/0 fx 4/Ox4/6 xo molded bill J. iL THI LEVEL LOOR PLAN 1/4 11M 11-011 COMBUSTION AIR:: G24015 (3045) indoor combustion air. The required volume of Indoor air shall be determined in accordance with Section G24015.1 or G24015.2, except that where the air infiltration rate is known to be less than 0.40 air char4es per hour (ACH), Section G24015.2 "It be used. The total required volume shalt be the sum of the required volume calculated for all appliances located within the space. Rooms communicating directly with the space in which the appliances are installed through openings not furnished with doors, and through combustion air openings sized and located in accordance with Section G2409.53 are considered to be part of the required volume. G24015.1 (3045.1) Standard method. The R, minimum required volume shall be 50 cubic feet per iAW0 Btu/h (4.8 m3/11,1). bill FIREPLACEMETAL THROUGH ROOF INSTALL PER j -.- Sa IN. OUTSIDE p� / /' / ROOM FIREPLACE48" WIDE MIN TV ALCOVE ABOVE �Vg MIN 12" WIDE TV swELr-/ MANTEL 1 1 r� ....�- .. 11 %A VA 6/9w/0 fx A 6/0x4/6 xoxo i10 SMOKE DETECTORS TO BE INTERC *1NECTED t SZ�. NARP-WIRED W/ BATTERY BACK-UP PER R314 110V O CAR50N MONOXIDE ALARMS TO BE INTERCONNECTEDt CM. HARD -WIRED W/ BATTERY BACK-UP PER R315 5'-6" L 5'-511 10'-It" SEE D SHEETA6 IL O 6'-5" I- I -roll 9 MECHANICAL EQUIPMENT -ATTIC FURNACE OPTION • PROVIDE MIN 22" X 30" ATTIC ACCESS, VERIFY MEC 4 UNIT SiZE 4 PROVIDE ACCESS TO BE ABLE TO REMOVE IF NEEDED IN FUTURE • PROVIDE ELECTRICAL W/I SIGHT AND A 110V RECEPTACLE W/I 25" e SAME LEVEL OF MECH UNIT • PASSAGE WAY FROM ACCESS OPENING TO THE EQUIPMENT TO BE MIN 3011 WIDE 4 30" HIGH, AND PROVIDED W/ CONTINUOUS FLOORING 2411 MIN WIDE • LEVEL WORKING PLATFORM MIN 30" SQUARE REQUIRED O FRONT OR SERVICE SiDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH • THE ATTIC ACCESS OPENING PER IRC M1305.13.1 R e .r PILOTCONTROLS r ► '1 NWOOR 3'-211 3'-i1" 0 m SOLID CORS as SELF CLOSE/ @IV MIN. TANCMM SARASM _. GM ON ALL WAIRM AND STFJJCTURAL WALLS. ' "� "X" ON CEILINGS. • WRA-� ALL EXPOSED FN P M, POSTS _ IN 1/211 _- nXII - SLOPE GARAGE o TOWARDS.RE • �oo�osos� 8/00/0IO.1-I. DOOR 51-bill L 51_5in In 10'-111, MAI N LmEVE 1/4112 11-011 1/411= 11-011 VAIN Pi ^^CP SECONP FLOOR AREA 0755.5 90. FT. TH I 17 FLOOR AREA 18�4i 90. FT. TOTAL 1111 90. FT. M / / / / CONC. POST 12" SO W/ VEF A vIE LPL °�� �ICTu opt CO BUILT- P AppRO� D EE ELE SEP 2 2 16 _ City of -Tul wi BUILDING D VI N 015 PERMIT CENTER NOTE: SEE SITE PLANS FOR REVERSED PLAN LAYOUTS, TYPICAL 6 N 1 � IIC 0 V v g � C E O v 1�0 REGISTERED AR I CT ARK P TERSON E STATE OF WASHINGTON 10 � EXP: 09/3m/16 1. Contractor or builder m t verity all dimensions be ore proceeding with co truction. OW is plan was designed e marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLM Na OT -152 DATE TOANHOME- I8 f t EMP 02-05-2015 LOTS I / 8 C2 ENTS 5 UNIT TOA Ab INNHOMES Alm I u�:arpau�'" Nyt�, NOR,,, pGvnsL:+Raaa �.r�� w; �*;uubtwui,311§;�R�w EXHAUST FANS RESIDENTIAL EXHAUST FAN REQUIREMENTS: BATHROOMS KITCHENS INTERMITTENTLY OPENINGS 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM 1. RANGE HOODS 4 DOWN DRAFT RANGES SHALL BE RATED NOT LE55 THAN 100 CFM 0 0.10" WiS. EXHAUST DUCT REQUIREMENTS: 1. BE A MINIMUM OF 6" IN DIAMETER FOR SMOOTH O FLEXIBLE DUCT WORK. 2. BE INSULATED TO A MIN. R-4 IN UNCONDITIONED SPACES. 3. BE EQUIPPED WITH A BACK -DRAFT DAMPER 4. TERMINATE OUTSIDE THE BUILDING. 5. SHALL COMPLY WITH THE 2012 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Rr=SI Vr=NT1 AL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH THE 2012 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER/ TUB WALLS TO BE WATERPROOF TO MINIMUM 10" ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G.P.M. FLOW. 1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO BE PER I.R.C. R308.6. 10.ALL GLAZING WITHIN 60" OF STAIRWAY TO BE SAFETY GLASS. NOTES 1. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.C. UNLE55 OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE - REQUIREMENTS. SEE SCHEDULE THIS SHEET. 6.. REFER TO SITE PLAN FOR SPECIFIC 61DEWALK AND PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. 1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.G. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. INIALL Lr=6r=NV EXTERIOR WALLS- 2X (o STUDS a lh" OC 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- BRG 2 X 4 STUD6 AT 16" O.G. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON BRG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. JJ� INTERIOR PARTY SEPARATION WALL-1 HR WALLS SEE SHEET A6.1 FOR CALL -OUTS 2 INSULATION SCHEC)UL3 Energy Regulations 2012 WA. STATE ENERGY CODE WALL6: R-21 KRAFT FACE BATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETARDER ROOF: R-413 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER. CEILING/FLOOR: R-30 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER. SLAB PERIMETER: R-10 RIGID- 24" DEEP w/ THERMAL BREAK GLAZING: UNLIMITED U-VALUE 0.30, 0.40 5HGC DOOR: U-VALUE 0.60 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER SECTION R406 -ENERGY CREDITS REQUIRED = 1.5 -PROVIDE OPTION (5b) EFFICIENCY WATER HEATING - PROVIDE GAS WATER HEATER W/ MIN EF OF 0.52 ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS O ro OF GROSS FLOOR AREA EQUALS 12.0 io WHOLE HOUSE VENTILATION: IRC M1508.R-INTERMITTENT WHOLE HOUSE VENTION INTEGRATED WITH A FORCED AIR SYSTEM. KEY REQUIREMENTS: -SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M15083. -SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED -AIR SYSTEM DUCTS. -OUTDOOR INLET DUCT SHALL ENTER FROM A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING AND CONNECT TO THE RETURN AIR PLENUM. -OUTDOOR INLET DUCT SHALL CONNECT UPSTREAM OF THE BLOWER -THE SYSTEM SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL. -FLOW RATE SHALL BE FIELD-TESTED. EGRESS 0 m ]Wm7 111'�`l... � /I 110V SMOKE DETECTORS TO BE INTERCONNECTED 4 HARD -WIRED W/ BATTERY BACK-UP PER R314 S.D. GOM5U5TiON AIR: G2401.5 (304.5) indoor combustion air. The required volume of indoor air shall be determined in accordance with Section G240'1.5.1 or G2401.5.2, except that where the air infiltration rate is known to be less than 0.40 air changes per hour (ACP), Section G2401.5.2 sha 11 be used. The Iota I required volume shall be the sum of the required volume calculated for all appliances located within the space. Rooms communicating directly with the space in which the appliances are installed through openings not furnished with doors, and through combustion air openings sized and located in accordance with Section G2401.5.3 are considered to be part of the required volume. G24071.5.1 (304.5.1) Standard method. The minimum required volume shall be 50 cubic feet per 1,000 Btu/h (4.8 m3/kW). 21-(0n 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4 G.M. WARD -WIRED W/ BATTERY BACK-UP PER R315 1„iEC;HANiC,AL EQUif=>MENT -ATTiC FURNACE OPTION • PROVIDE MIN 22" X 30" ATTIC ACCESS, VERIFY MECH UNIT SIZE 4 PROVIDE ACCESS TO BE ABLE TO REMOVE IF NEEDED IN FUTURE • PROVIDE ELECTRICAL W/1 SIGHT AND A 110V RECEPTACLE W/1 25FT 6 SAME LEVEL OF MECH UNIT • PASSAGE WAY FROM ACCESS OPENING TO THE EQUIPMENT TO BE MIN 30" WIDE 4 30" HIGH, AND PROVIDED W/ CONTINUOUS FLOORING 24" MIN WIDE • LEVEL WORKING PLATFORM MIN 30" SQUARE REQUIRED Im FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH e THE ATTIC ACCESS OPENING PER IRC M1305.1.3.1 MAIN FLOOR AREA SE-GONI FLOOR AREA TH I C) FLOOR ARr=A TOTAL C ,WRAC E �WW >- U -1 ILQ w1 288 90. FT. 821 90. FT. 83d1 SCE. PT. I4148 50. fT. 38O SCE.FT. MAIN LEVEL FLOOR PLA NOTE: SEE SITE PLANS FOR Rr=\/ERS=1 PLAN LAYOUTS, T1'P I GAL TONNHOME* - LOTS 5 CITY OF TUKWILA JUN 1 12015 PERMIT CENTER 24 Pt MNC� 6 ;6 L OC V Z W .-. U v W RE L a E O 6390 TERED ITECT 7NRAR' PE�TERSON STATE OF -WASHINGTON EXP: 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLAN Na MPTH-132 DATE' 02-05-2015 5 UNIT TOANHOMPS PEN 1:,» iki1t55h1'r<.Yt?t'�tYtA1n5"t'� rt�t35}t��I.yiysyw �v NA'�.t!.Y%t'uxiJkN$e?n::frtt��WWS`, Y'iii'tf"�Sfeit :t'itt¢jKtf.0. K-^.(f; cE� n f, .(3 u tu SF.E BHT A 1.1 c. INAL.L. L.IE:C ENS iii;;% EXTERIOR WALLS- 2X 6 STUDS Q 16" OG L WITH R-21 INSULATION. SEE SHEET A6.1 FOR GALL -OUTS INTERIOR WALLS- BRCS 2 X 4 STUDS AT 16" O.G. WITH 5/8" GYP. BD. EACH SIDE, UNLE55 OTHERWISE NOTED. INTERIOR WALLS- NON BRCx 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP, BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALLS SEE SHEET A6.1 FOR CALL-OUT5 2 R R R R SEE SHT A 1.1 o SEE BHT A I. I o 140 �R_ 111iiiii, SEE BHT AI .la SEE BHT A I . i b Rp FOR CODE COMPLI ® CE APPP-OVE SEP 12 2ti�6 city of-Tu"11a gU1Lp1_ N� IVtS_..--"-" RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER UNIT TOANHOMES 6 V C N L� O� a u� E E 0 v 390 REGISTERED ARaAITECT RK*I P?TERTON STATE OF WASHINGTON 11=XP: o9/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN Na- MATH-132 DATE 02-05-2015 SEE SHT A 1.1 a INOLL LE F.Ni;) EXTERIOR WALLS- 2X 6 STUDS 6 16" OC 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- 5R3 2 X 4 STUDS AT 16" O.C. WITH 5/S" GYP. 5D. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON 5RG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. 5D. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALLS SEE SHEET A6.1 FOR CALL -OUTS SEE SHT Aldo SEE SHT A 1.1 a SEE SHT A I . I o SEE SHT A1.Ib IV Epp FOR COQE COM VE® CE jkPPP-® su 12 2Qlb City °f Tu VISION BUILD! q RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER 6 :N 0 m 0 L 1 � z~ r) V L 0 E E O v Q 6, 4RK EGISTERED AR IT CTP TERS0N STATE OF WASHINGTON FEx—n OS/3(d/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. LPLAN Na MPTH-152 DAM 02-05-2015 UNIT TOANHOMPS L IrT 1. �lATION -!NEST SCE AL C DOWNSPOUT, TYP IMIS 50a, 10 i I LATE INE 'LATE INE 'LATE. INE 525.5 45 FT_MAX -- -- - --- -- - - - - - BL66 H6T i� �RONT M■EVATION - SOUTH SIOE 5%I6 = 0-0r! EME i0 OMNI—! 3 COMP. ROOFING - 5/4x8 BARGE BOARD 5/4x8 FASCIA w/ CONT. GUTTER SHAKE SIDING 10"HORIZ. BAND w/ 2" TRIM 5/4" x 4" CORNER TRIM HORIZ. SIDING w/ 6" BEVEL STONE VENEER INSTALL PER MANUF SPECS 551.5 52'i1.5 5253 525.5 IE EV WED FOR CiDDE Co pUA CE 4PPR VED SEP 12 2016 City of TukwilS10N BUILDING DIV '1 fa E.'.X1LA .DEC 0 3 2015 PERMIT CENTER 6 N t I z to U W F■�I .6 v a N E E 0 Q 6�390 REGISTERED AR�I� ARK 1), PETERSON STATE OF WASHINGTON I EXP: tag/30/16 i 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN Na M1.7TH-132 DATE 02-05-2015 j kUn„r R�"� ? v a.{ie2GYx£54Y,4,�i,f„S,d4F -,£N;rrrir Y;S,�sx52autnzY' Yl �b �Y xs(aA�i'x, f :p�em..Y�KY�Ma c S1 ii tu I� LU I_ I C I6HT ELEVATION - EAST S I VE SAW = V-0" R VIE D FOR CODE CO COMPLIANCE 4PPROVED SEP 12 Nib city of TUkwila BUILDING DIVISION DEC 0 3 2015 PERMIT CENTER �1 10/13/2015 D15-0140 PLAN REV EW COMMENTS 5 UNIT TOJ SNHOMES LOTS 1 /2/3/4/5 6 \rI � ;6 N zlu ~ �NN W ..� v L C5 E E v 390 I RARK , P�TERS0N TATE OF WASHINGTON 10 EXPs 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. MAN xa iT —' 2 DATE 02-05-2015 Z. U N I I 'A' ROOF VENTILATION CALC5 PER IRC 806.2 (EXCEPTION ALLOWED) ROOF AREA = 8"10 S.F. REQ. VENTILATION = 810 FT /300 = 2.cJ S.F. = 411.6 SQ. IN. NET AREA REQ.- PROVIDE 3- 2 1/2" RD SCREENED VENTS SCREENED VENTS MIN 1/4" CORROSIVE RESIST MESH= 10.1 SQ. IN EA. BLOCK 22 LIN FT /2 (10.1 SQ.IN.) = 111.1 5Q. IN. NET FREE AREA- TOTAL SAVE VENTS PROVIDE "AIR VENT" ROOF EDGE VENTS = 9 5Q. IN / LIN FT 22 LIN FT (S SQ.IN.) = 198 5Q, IN. NET FREE AREA- TOTAL EAVE VENTS TOTAL EAVE VENTS = 309 SQ IN NET AREA REQ.- PROVIDE "RIDGEMASTER PLUS" RIDGE/ HIP VENTS a 12" /LIN FT PROVIDE MIN 27 LIN FT tv RIDGE/ HIP = 324 SQ. IN. ROOF VENTILATION W/1 3FT OF HIGHEST PT OF HIGHEST ATTIC SPACE = 324 5Q.IN. ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL 0 UNIT 'B' ROOF VENTILATION CALC5 PER IRC 806.2 (EXCEPTION ALLOWED) ROOF AREA = 810 S.F. REQ. VENTILATION = 870 FT /300 = 2.9 S.F. = 41110 SQ. IN. NET AREA REQ.- PROVIDE 3- 2 1/2" RD SCREENED VENTS SCREENED VENTS MIN 1/4" CORROSIVE RE51ST ME5H= 10.1 SQ. IN EA. BLOCK 42 LIN FT /2 (10.1 SQ.IN.) = 212 SQ. IN. NET FREE AREA- TOTAL EAVE VENTS NET AREA REQ.- PROVIDE "RIDGEMASTER PLUS" RIDGE/ HIP VENTS 12" /LIN FT PROVIDE MIN 18 LIN FT a RIDGE/ HIP = 216 50. IN. ROOF VENTILATION W/I 3FT OF HIGHEST PT OF HIGHEST ATTIC SPACE = 216 SQ.IN. ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL DSL 1-HfR 5EF WALL NO ROOF OPENINGS 4' MIN EACH SIDE OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL D rc 12 pi lir_sl� NOWN 11 F La Ail • SWAM R 4' - 01, 41- 011 UNIT 'B' ROOF VENTILATION CALC5 PER IRC 606.2 (EXCEPTION ALLOWED) ROOF AREA = 839 S.F. REQ. VENTILATION = 839 FT /300 = 2.8 S.F. = 403.2 SQ. IN. NET AREA REQ.- PROVIDE 3- 2 1/2" RD SCREENED VENTS SCREENED VENTS MIN 1/4" CORROSIVE RE51ST MESH= 10.1 SQ. IN EA. BLOCK 42 LIN FT /2 (10.1 SQ.IN.) = 212 SQ. IN. NET FREE AREA- TOTAL EAVE VENTS NET AREA REQ.- PROVIDE "RIDGEMASTER PLUS" RIDGE/ HIP VENTS 12" /LIN FT PROVIDE MIN 18 LIN FT a RIDGE/ HIP = 216 SQ. IN. ROOF VENTILATION W/1 3FT OF HIGHEST PT OF HIGHEST ATTIC SPACE = 216 SQJN. ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL DSL 1-HfR 5EF WALL NO ROOF OPENINGS 4' MIN EACH 51DE OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH 51DE OF SEPARATION WALL 4 r QJ2K R 4'-0" 41-011 N D5L 1-HR 5E1= WALL D5L 1-HIR 5EP WALL NO ROOF OPENINGS NO ROOF OPENINGS 4' MIN EACH SIDE OF SEPARATION WALL 4' MIN EACH 50E OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT 5HEATHIN0 '.(DER F.AVES FOR MIN 3 FT EACH 50E OF SEPARATION WALL EACH SIDE OF SEPARATION WALL R � A 1- 0 11 ,{ 1- 0 11 ,f 1- oil 1 - 0 11 61 Ci roof 12 pitch W IN, )\ti2/%' /roof 1V pit l Y 1/I' Ai roof 12 pitch 011, 'j 0114 '10 1 roof 12 pitch i i i i roof 12 pitch A 6 O ;6 N con k) ztH t v C$ i w E E O v ,12 R -VIEWED FOR 6390 REGISTERED roof OWE COMPLIANCE AR IT CT / itch APPROVED ARK . P TERSON /I SEP 12 2016 STATE OF WASHINGTON IN P: (d9/3fa/ICE 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO- MPTH-152 DATE O�-C75-COI 5 A3,1 ax�'ty b:S4,yK9 A� I, hr°eaw a�;w E AALL. ABSE�BL I ES f I RE TEST f 1 RE TEST NO. OIA�tS A�1� A�TIN6 EPORT � No . P I ABC RA M RANI NC REPOT # U� -EXTERIOR FINISH SYSTEM NAILING PER MANUF -SHEATHING PER STRUCTURAL -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES AND LOCATIONS OF PLYWOOD SHEATHING NON RATED -EXTERIOR NAILING ER MANUF FINISH STEM EXTERIOR INTERIOR -2x 6 FRAMING PER STRUCTURAL _ BATT INSULATION l R- 21) U� -ONE LAYER 5/8" TYPE 'X' GOLD BOND E'XP EXTERIOR SHEATHING APPLIED PARALLEL TO STUDS W/ 1 3/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS t 7 OC AT INTERMEDIATE STUDS 1 TOP/ SOT PLATE JNTS MAY BE LEFT UNTREATED (� -ONE LAYER 5/8" GWB -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES I HR GA FILE NO lu FINSIH PER OWNER TYP O AND LOCATIONS OF PLYWOOD SHEATHING q EXTERIOR INTERIOR -2x 6 FRAMI''iG PER STRUCTURAL- WP SIm5 (Y i -FG BATT INSULATION C R- 21 ) O X J -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ bd COATED NAILS, 1 11S" LONG, .0S15" SHANK, 1/4" HEADS, 7 OC Z LU Q �X �w EXTERIOR 12 -CLASS B COMP ROOFING -1/2" MIN PLYWOOD SHEATHING PER PER STRUCTURAL -1 r" Base layer 5/8" type X gypsum wallboard or gypsum veneer base ROOF PLAN 8d COMMON OR GALVANIZED BOX NAILS SPACED MIN 6" OC 0 ENDS, 12" OC INTERMEDIATE, 316" FROM PANEL EDGES Q applied parallel or at right angles to each side of double row pp p g g -TRUSSES/ ROOF FRAMING PER STRUCTURAL W 9 INTERIOR INTERIOR of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with (od = Z coated nails, 1 -I/8" long, 0.m915" shaniti I/4" heads, -1" O.G. 2X VENT BLOCKING- SEE VENT CALCS . % '; �i �� Joints staggered 16 on opposite sides. Sound tested with 3 1/2 ALV ROOFING NAILSD4"B� ATEVERTICA RIGORS SHEATHING OINTEIED RMEDIATE PARALLEL WW%OI 3/4" TEA 1UDSTO STUDS 4 TOP/ BOT PLATE 1 HR UBC TABLE -7-C i glass fiber insulation stapled to studs in stud spaces on one 1 HR GA FILE NO JNTS MAY BE LEFT UNTREATED ITEM 21-1.1 side and with nails for base layer spaced &" O.G. Horizontal SEPARATION WALL WP 3310 5 O BASE LAYER INSTALLED LONG DIM. PERPENDICULAR TO SUPPORTS, W/ END 2 O bracing required at mid -height. (LOAD -BEARING) JNTS BUTTED OVER SUPPORTS 4 STAGGERED 24" MIN. FACE LAYER INSTALLED LONG DIM. PERPENDICULAR TO BASE LAYER W/ END JNTS BUTTED OVER SUPPORTS 4 STAGGERED 24 MIN FROM BASE LAYER END JNTS. 1 1/6" MIN TYPE W SCREWS PLACED MAX 12" OC ON NTEFtt4M XT'EY dkCW1e$P=ED MAX 24" OC MATCH 2 LAYERS GWB ON END SUPPORTS a BUTT JNTS. FASTEN FACE LAYER TO BASE LAYER W/ 1 1/2" TYPE G SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JNTS, 12" OC BEAMS EXTERIOR EXTERIOR EXTERIOR rN�AAI�INGIPER MAHNUF SYSTEM =w U IY = WD POST ASSEMBL1r MOTES 1- SEE ARCHITECTURAL FLOOR PLANS 4 BUILDING SECTIONS FOR ASSEMBLY LOCATIONS 4 DESIGNATIONS 2- SEE ARCHITECTUAL ELEVATIONS FOR EXTERIOR FINISHES FINISH SYSTEMS TO INCLUDE WEATHER RE5151VE BARRIER BUILDING PAPER/ FELT 150 MIN 3- SEE STRUCTURAL FOR SHEAR WALL SCHEDULES AND DETAILS 4- SEE ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS 5- PROVIDE VAPOR BARRIER ON WARM SIDE WHERE ASSEMBLY EXPOSED TO AMBIENT TEMPERATURE ro- ASSEMBLIES SHALL COMPLY W/ IBC CHAPTER"I FIRE RESISTANT MATERIALS AND CONSTRUCTION- FIRE BLOCKS/ DRAFT STOPS ETC SOUNta CONTROL MOTES 1- INTERIOR WALL AND FLOOR / CEILING ASSEMBLIES SEPARATING UNITS SHALL PROVIDE AIRBORNE SOUND INSUL FOR WALLS ASSEMBLIES SHALL HAVE AN STC RATING OF 50 2- PROVIDE AN APPROVED RESILIENT SEALANT 4-'.ALL JOINTS AT THE PERIMETER OF WALL AND FLOOR/ CEIL ASSEMBLIES REQ TO HAVE AIRBORNE AND/ OR IMPACT SOUND INSULATION 3- PROVIDE RESILIENT SLEEVES, MOUNTS, OR UNDERLAYMENT FOR ALL VIBRATION CAUSING CONDUITS, DUCTS, PIPES OR VENTS WITHIN SEPARATING ASSEMBLIES. SEAL ALL PENETRATIONS WITH APPROVED RESILIENT INSULATING MATERIALS 4- DO NOT PLACE ELECTRICAL OUTLET BOXES BACK TO BACK WHERE OUTLET BOXES OCCUR IN OPPOSITE WALL SUFACES OF SEPARATING WALLS. PLACE BOXES IN SEPARATE STUD BAYS, OR OFFSET MIN 12" IN OPPOSITE WALLS. SEAL BACK OF BOXES W/ RESILIENT SEALANT RESIDENTIAL TOWNHOMES TYPICAL EXTERIOR WALL: EXTERIOR SIDING PER ELEV. APPROVED BUILDING PAPER SHEATHING PER STRUCT R-21 INSULATION W/ CONT. VAPOR RETARDER (WARM SIDE) GYP BOARD -OR EQUAL OPTIONAL VAPOR RET- VAPOR RETARDING PAINT LISTED FOR THIS APPLICATION ALLOWED VA IDOR BARRIER VAPOR BARRIER TO BE MANUF ROOF TRUSSES a 24" OC MAX TOWNHOMES R-49 INSULATION W/ CONT VAPOR BARRIER (WARM SIDE) OPTIONAL VAPOR RET- VAPOR RETARDING PAINT LISTED FOR THIS APPLICATION ALLOWED FAQ RTIAL SECTION NOT TO SCALE OF EXTE Y U.N.O. RE�I VI coo _ CoM CE APP'RDVED su 12 2M City of-rukwila BUILDING_ 'D� I�Si DECEIVED CITY OF TUKWIL.A J U N 1 1 2015 PERMIT CENTER 6 4� 1 W ZLU ~ O� L L O a E v 6, 390 \) REGISTERED AR IT� ARK P TERSON STATE OF WASHINGTON EXP: 0 /3(d/lro 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PL&N Na . MVTH-152 DATE. 02-05-2015 T TOANHOMES 4 7S3?6i�a Q. II 1 1—HfR FArRT1' WALL NO OPENINGS t+ ROOF 4' MIN EACH SIDE OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL 4'-011 min 4'-0" min An ROOFING TO BE CLASS 'B' COMP051TION SHINGLE WITH 15* FELT MIN 5/6" TYPE 'X' GWB to UNDERSIDE OF ROOF SHEATHING SUPPORTED BY 2x BLOCKING 5/8" TYPE 'X' GWB CONt TO ROOF SHEATHING 2" MIN 2X STUD WALL / CONC WALL 2-1/4" 0 X 5" LAC: SCREWS m STUD WALL 2-3/8" 0 X 5" BOLTS W/ 5IMP80N VGC ADHESIVE -w CONC WALL lro GA STEEL STRAPPING AROUND WATER HEATER HOLD WATER HEATER TIGHT TO GWB a BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED 9 CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER FLEXIBLE GAS CONNECTION ANCHOR WH TO BASE - BASE t0 FLOOR NO SCALE WALL ASSEMBLY 2 SIM SOLID 2X BLOCKING � AT HEATER BU I FO I R-413 INSULATION W/ CONT. VAPOR BARRIER AIR LEAKAGE W5EC (R402.4) (WARM SIDE) AIR LEAKAGE TESTING TO BE LESS THAN 5 AIR CHANGES/ HR HVAC CONTROLS W5EC (R403.1) PRIMARY SPACE CONDITIONING SYSTEMS IN EACH DWELLING UNIT REQUIRE A PROGRAMMABLE THERMOSTAT. EACH ADDITIONAL SYSTEM WITHIN A DWELLING UNIT MUST HAVE AN ADJUSTABLE THERMOSTAT. PROGRAMMABLE STAT MUST HAVE A 5-2 SCHEDULE(MIN.) R-13 INSULATION EXHAUST DUCTS —ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. ASSEMBLY WALL 2 —EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK —DRAFT DAMPERS HEAT DUCT INSULATION— 2012 WSEC (12,4032 —INSULATION. SUPPLY AND RETURN DUCTS SHALL BE INSULATED TO A MINIMUM OF R-8. J5T5 PER FRAMING PLAN EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACE DO NOT QUALIFY FOR THIS EXCEPTION RIM JST W/ BLOCKING DUCTS— 2012 WSEC (40321 -INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILINGS DISPLACE REQUIRED INSULATION. —BUILDING CAVITIES CANNOT BE USED AS DUCTS. SOLID 2X BLOCKING —ALL DUCTS MUST BE SEALED WSEC R4032 DUCT TESTING— 2012 W5EC (4032) CONT. BLOCKING -DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE TESTED. DUCT TESTING STANDARDS(EXCEPTIONS): WALL ASSEMBLY 2 DUCT TIGHTNESS IS NOT REQUIRED IF- -THE AIR HANDLER AND ALL DUCTS ARE LOCATED WITHIN -R-13 INSULATION CONDITIONED SPACE. J5T5 PER FRAMING PLAN RIM JST W/ BLOCKING FDN WALL TO MATCH DBL STUD WALL WIDTH ,� `r' N LL SECTION. NT5 ( I HR WALL ) SEE WALL ASSEMBLY SHT A4.1 ASSEMBLY N01:5 I— SEE ARCHITECTURAL FLOOR PLANS 4 BUILDING SECTIONS FOR ASSEMBLY LOCATIONS 4 DESIGNATIONS 2— SEE ARCHITECTUAL ELEVATIONS FOR EXTERIOR FINISHES FINISH SYSTEMS TO INCLUDE WEATHER RESISIVE BARRIER BUILDING PAPER/ FELT 150 MIN 3- SEE STRUCTURAL FOR SHEAR WALL SCHEDULES AND DETAILS 4— SEE ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS 5— PROVIDE VAPOR BARRIER ON WARM SIDE WHERE ASSEMBLY EXPOSED TO AMBIENT TEMPERATURE 6— ASSEMBLIES SHALL COMPLY W/ UBC CHAPTER —1 FIRE RESISTANT MATERIALS AND CONSTRUCTION— FIRE BLOCKS/ DRAFT STOPS ETC "I— AT TUB AND SHOWERS EXTEND TYPE 'X' TO PLATES TO ACHIEVE REQ, FIRE RATING. USE WR GWB OVER TYPE 'X' LAYERS WHERE REQUIRED 50UNP CONTROL. NOTES I— INTERIOR WALL AND FLOOR / CEILING ASSEMBLIES SEPARATING UNITS SHALL PROVIDE AIRBORNE SOUND INSUL FOR WALLS ASSEMBLIES SHALL HAVE AN STC RATING OF 50 2— PROVIDE AN APPROVED RESILIENT SEALANT AT ALL JOINTS AT THE PERIMETER OF WALL AND FLOOR/ CEIL ASSEMBLIES REQ TO HAVE AIRBORNE AND/ OR IMPACT SOUND INSULATION 3— PROVIDE RESILIENT SLEEVES, MOUNTS, OR UNDERLAYMENT FOR ALL VIBRATION CAUSING CONDUITS, DUCTS, PIPES OR VENTS WITHIN SEPARATING ASSEMBLIES. SEAL ALL PENETRATIONS WITH APPROVED RESILIENT INSULATING MATERIALS 4— DO NOT PLACE ELECTRICAL OUTLET BOXES BACK TO BACK WHERE OUTLET BOXES OCCUR IN OPPOSITE WALL SUFACES OF SEPARATING WALLS. PLACE BOXES IN SEPARATE STUD BAYS, OR OFFSET MIN 12" IN OPPOSITE WALLS. SEAL BACK OF BOXES W/ RESILIENT SEALANT R-30 FLR IN5UL INSTALLED TO MAINTAIN PERMANENT CONTACT W/ THE UNDERSIDE OF 5U5FLOOR— 1.- FIREBLOCK BETWEEN STUDS ALONG AND IN LINE STAIR NOTES: WITH THE RUN OF STAIRS IF THE WALLS UNDER 5TAIR5 ARE UNFINISHED. * STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND CONT. HANDRAIL 34"-38" BOTTOM. ABOVE TREAD NOSING. * ALL USABLE SPACE UNDER STAIRS REQ'S 1/2" TERMINATE At NEWELL POST, GYPSUM BOARD. WALL OR SAFETY TERMINALS. * MAXIMUM RISE TO BE 7-3/4". MIN RISE TO BE 4". j * MINIMUM RUN TO BE 10". (RISER OR TREAD MAX DIFFERENTIAL 3/8") * MINIMUM HEAD HEIGHT TO BE 6'-8". * MINIIMUM STAIR WIDTH TO BE 36". * PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF i TREAD NOSING AND MUST EXTEND BEYOND BOTTOM i -- TREAD. 34," RISERSJOIStS PER PLAN * PROVIDE GUARD RAILS AT LANDINGS MINIIMUM 36" i HIGH W/ CLEAR SPACE 2X12 OR Na" PLYWD. * HANDGRIP POR110N OF HANDRAIL SHALL BE TREADS (GLUE SCREW) NOT LESS 1 1 4" NOR MORE THAN 2" IN TO STRINGERS ` MTL., FRAMING ANGLES / AT EA. STRINGER CROSS SECTIONAL DIM. * NOSING MIN. 3/4" MAX 1-1/4" REQ'D ON ` 3-2X12 STRINGERS STAIRS WITH SOLID RISER. NOSING NOT REQ'D ON STAIRS WITH TREADS LESS THAN OR EQUAL SURFACE USEABLE SPACE TO 11". BEVELING OF NOSING MAX 1/2". BELOW STAIR W/ 5/8" TYPE * "X" G.W.B. HANDRAILS MUST BE STRONG ENOUGH TO RESIST 200 POUND POINT LOAD IN ANY DURECTION. * HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT 2X4 KICK PLATE ALLOW 4" SPHERE TO PASS THROUGH. EXCEPTION — THE TRIANGLE OPENTINGS FORMED BY THE RISER, I NTE I 0 TREAD AND BOTTON RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY CANNOT ALLOW A 6" SPERE TO PASS THROUGH. ATTIC VENTILATION PER I.B.C. SECTION 1203 THE NET FREE VENT AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50°ra OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE SAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED At EAVES ATTIC 12 4F MANUF TRUSSES 24"O.C. SEE ROOF FRAMING PLAN R-49 INSULATION W/ VAPOR BARRIER TYP. INT. WALL (2) 2x4 TOP PLATE 2x4 STUD -a 16 " O.C. 1/2" GWB 2x4 BOT. PLATE VERIFY LOC OF 2X6 PLUMB 5/8" GWB ID CLG UTILITY 5/6" GWB a CLG AN p ROOFING TO BE CLA55 'B' COMPOSITION SHINGLE WITH 15" FELT MIN SHEATHING TO BE 1/2" 24/0 PLYWOOD FULLY BLOCKED WITH APPROVED CLIP5 (CCX WHERE EXPOSED) MIN VERIFY SHEATHING W/ STRUCTURAL DWG5 ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVANIZED STEEL. \ 2x SCREENED EAVE VENT BLOCKS W/(3) 11/2" HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE t0 ENSURE I" MIN. AIR SPACE. NO SCALE IL YINcS KI ' OMEN 15MOR400M TYPICAL EXTERIOR WALL: PROVIDE HARDIE SOFFIT FLOOR CONSTRUCTION (2Y1x6 TOP PLACES 2x6 STUDS g 16" O.C. BOARD CEDAR MILL W/ MIN 3/4" T4G PLYWOOD SU5-FLR GLUED 4 NAILED t0 JST5. 2x6 BOTTOM PLATE, (2)-12" WIDE VENTED (SEE FRAMING PLAN FOR 1/2" 5HT'G (APA RACED 24/0) HARDIE SOFFIT BOARD TYP SIZE AND SPACING)-RIOR AIR BARRIER SIDING PER ELEV. - CO . NT R 21� INSULATION W% . is VAPOR BARRIER i — — — — — — — — — — — — ;<; (WARM SIDE) . . . . . . . ................... _................ _...........................:............................................_.._...................... ................ USE E "X" GW5 ON ALL �� -PROVIDE CONT 2 WARM2ANDPSTRUCTURAL WALLS. SCREENED VENTS SOFFIT (1) LAYERS 5/6" TYPE "X" ON CEILINGS. WRAP ALL EXPOSED jD E POSTS AND BEAMS IN 1/2" TYPE20 GA GALV FLASHING -BEAMS/ HEADERS PER X GWB OVER R-10 RIGID STRUCTURAL TYP. 'I' H16H 6P�RA�6E INSULATION TYPDOOR TYPt5,44tSE EXTERIOR WALLStRIGID -2X BOXED FRAME FOR INSULATION 24" TRIM - NON STRUCTURAL 4" CONC. SLAB W/ 6 MIL. VAPOR MIN BELOW GRADE OR BARRIER OVER 4" COMPACT t0 TOP OF FOOTING, I SAND AND GRAVEL BASE. WHICHEVER 15 LESSt ;-�':.rh-- ......_....... _.. _ .. ......................................... . . _........ ........... ..... _ .. SLOPE MIN 3" TO GARAGE DOOR _ . _ _... _ ... _ . ....... _ . . . . . PAINT 'TO'MATCN GRADE �1':`'� �:1+ .I::'li'iLA i BLDG COLOR .......... ............ 1 . ......._..... _ .......... .... . ....... ......_.......... ........ .._..._ _..... ... ... I (DUROPDX YAu1HEN DEC 0 3 015 Ell- EXPOSED WP MEMBRANE FDN PERMIT N11T CENTER yy RUN 24" MIN BELOW TOP OF SLAB WALL FDN DRAIN SEE STRUCTURAL DWGS r� I I I I "All I I N/,�' SECTION A SEE STRUCTURAL DWCxS �m r.! NOTE- 1/4 " = I'-m" AT PATIOS 4 WALKWAYS 4" CONC, SLAB ON COMPACT FILL W/THK'D EDGES. PROVIDE 04x18" REBAR DOWELS SLAB TO NOTE FNDN WALL TO PREVENT SETTLEMENT. SEE FLOOR PLANS OR ED WALL LO ATIO AND R EtAILS Qj 10/13/2015 p15-0140 PLAN REVIEW COMMENTS UNIT TOANHOME5 a N CC) V E E O N ,um r m W 3 o Q Z3 � �a °z � z� 111 390 39 REGISTERED ,MAR P�TERSDN STATE OF WASHINGTON EXP: 09 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN Na MPTH-152 DIAAlD 02-05-2015 Stone Veneer Below ! Window Assembly Stone Sill Below ��>j I I Membrane Flashing I I at Rough Opening i Sealant Sealant a Backer Rod Line of 5111 Below i Window Trim Thin Veneer Corner Cut to Fit Moisture Barrier Drainage Mat Wa II Assembly Mortar Scratch Coat I Mortar Setting Galvanized Metal Lath VENEER AAA JAMS Moisture Barrier �.. N Siding per Exterior N Elevations N II �_ Flashing Set in Sealant (� i i Sloped Stone t t m� -15' Min. i Angle Sill Support jj t• Moisture Barrier i i Drainage Mat Mortar Scratch Coat 1 / Mortar Setting Bed iC ( ; Galvanized Metal Lath i Thin Set Veneer Tooled Mortar Joint Z I VENEER MATERIAL CHAN5E Moisture Barrie - Wan Assembly Drainage Mat Mortar Scratch Coat Mortar Setting Bed Sealant d Backer Rod- Galvanized Metal Lath 4I I Industrial Adhesive Thin Set Veneer _ - Sloped Stone Sill Tooled Mortar Joint I Finish Floor 15' Mtn. Weep Screed ( Ga Ivinized Metal Angle g ` — — — — — — — - 14 GA. Minimum - Rigid Insulation---.-- ' 4" Min a Grade n •' .' I �:- Floor Slab per.Struct: Moisture Barrier --_ Drainage Mat w/ Facer - Finish Grad l.I Mortar Scratch Coat— ___- sI I a Mortar Setting Bed— Galvanized Metal Lath Foundation Drainage Matt I" per Struct. Waterproofing ' Thin Set Veneer Tooled Mortar Joint VENEER BASE THIN SET VENEER i7ETA I LS BOTTOM CORD OR TRUS5 BLOCKING BETWEEN BOTTOM CORDS SIMPSON HTC4 ROOF TRUSS CLIP. INSTALLED EVERY OTHER TRUSS OR 64" O.0 MIN. 2x TOP PLATE PERPENDICULAR TO TRUSS BLOCKING BETWEEN BOTTOM CORDS OF TRUSSES SIMPSON HTC4 ROOF TRUSS CLIP. INSTALLED EVERY OTHER TRUSS OR 64" O.0 MIN, h(Tr 2x TOP PLATE PARALLEL TO TRUSS INTERIOR NON-BR6 AALL SUPPORT. VENEER INCIAl SILL * A pre -construction inspection/meeting shall be required prior to commencing with the siding installation. The building inspector shall observe conditions and make any recommendations pertaining to the siding installation and shall discuss the requirements for the special inspections. * Special inspections shall be required by a third party inspector. The third party inspector shall observe the siding flashing sealant installation methods and procedures, including any other applications relative to the siding installation to Mali Assembly provide a means of quality control and assuring the building is provided with an effective weather -resistant exterior wall envelope. (IBC 1403.2, 1705.15 & EBH1848, WAC) * A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official The final inspection report Solid Blocking shall be prepared by the third party inspection agency and shall per Struct. be submitted to the Building Official prior to and as a condition Mortar Bed of final inspection approval A At - Window Assembly Sill Flashing �---Sealant SENERAL BU I LIB I NS 10,4PEF t N01M9 SEAL ALL TYVEKe JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). -FASTEN TYVEKe TO SHEATHING WITH LARSE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS) *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. WINDOW WITH INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO)— WRAP TYVEK INTO OPENING (JAMBS f SILL) a TAPE (ESP. D CORNERS) USING TYVEK FLEXWRAP - FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTI INSTALL TYVEKFLEXWRAP AROUND PERIMETER OF OPENING TYPICAL WALL WOOD SIDING TYVEK@ HOMEWRAPO SHEATHING PER STRUCT. 2"x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD A I NC;)OA SILL I;)FTA I L rfT5 MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO)--/ WINDOW WITH INTEGRAL MOUNTING FLANGE ZZ I TYPICAL WALL WOOD SIDING TYVEKO HOMEWR4P@ I SHEATHING PER STRUCT. 2"x&" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD INSTALL TYVEK FLEXWRAP OVER MOUNTING FLANGE. LAP TYVEK t TAPE JOINTS. AI Nr;)l0A HEA Ci nETA I L PROVIDE WOOD BLOCKING d MIN EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING AROUND PENETRATION — TYPICAL WALL WOOD SIDING TYVEK@ HOMEWRAP@ SHEATHING PER STRUCT. 2"x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD PENETRATION (ex. EXHAUST VENT) �— FLANGE (SEALED TO PENETRATION) SEAL/TAPE TYVEK TO FLANGE (USE TYVEK FLEXWRAP FOR LARCsE OPENINGS) TION i;)ETAIL FLOOR GYPSUM BOAS WOOD JOIST' TONGUE a GF PLYWOOD St STAPLE VAF RETARDER BETWEEN JOI TO UNDERSIC SHEATHING TYPICAL WALL WOOD SIDING TYVEK@ HOMEWRAP@ SHEATHING PER STRUCT. 2"x&" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD LAP & TAPE TYVEK@ AT JOINTS (UPPER SHEET OVER LOWER SHEET) BATT INSULATION FLOOR/ WALL INTERFACE CANTILEVERED FLOOR WD SOFFIT BOARD TYVEK® HOMELURARO SHEATHING PER STRUCTURAL JOISTS PER STRUCTURAL R30 BATT INSULATION (MINIMUM) T t G PLYWOOD SUB -FLOOR — LAP AND TAPE TYVEK® AT JOINTS (UPPER SHEET OVER LOWER SHEET) TYPICAL WALL STAPLE VAPOR RETARDER BETWEEN JOISTS AND TO UNDERSIDE OF FLOOR SHEATHING TYPICAL WALL WOOD SIDING TYVEK@ HOMEWRAP@ SHEATHING PER STRUCT. 2"x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD LAP 6" a TAPE TYVEK@ TO TYVEK@ FROM EXPOSED FLOOR INSECT SCREEN CANTILEVER FLOOR nETAIL EXTEND TYVEKeHEADWRA AT TOP PLATE OVER SHEATHING R-38 ROOF INSULA ABOVE EXTERIOR CAULK AIR BARRIE CEILING) TO TYVE14 TOE'' PLATE- 1 ROOFING SHINGLES MEMBRANE TYPE EAVE PROTECTION PLYWOOD SHEATHING PER STRUCT. PRE-ENGINEERED RAISED HEEL WOOD TRUSSES R-36 INSULATION AIR t VAPOR RETARDER GYPSUM BOARD TYPICAL WALL 11000 SIDING TYVEK@ HOMEWRAP@ 514EATWING PER STRUCT. 2"x&" WOOD STUDS o/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD AMINC TYPICAL WALL WOOD SIDING ----`"""— FOR FLOOR TYVEK@ HOMEWRAP@ REVIEWED COMPLIANCE SHEATHING PER STRUCT, CODE FINISH FLR PER OWNER 2"x6" WOOD STUDS APPROVED CONC. SLAB VAPOR BARRIER w/ R-21 BATT INSULATION a VAPOR GYPSUM BOARDER L,1Dtywoiu.,,,,c 12 201 SILL GASKET i CAULK TYVEK@ TO k�llaDIN CONCRETE FOUNDATION WALL INSECT SCREEN 20 GA GALV FLASHING OVER R-10 RIGID INSULATION TYP 0 EXTERIOR WALLS, RIGID ANCHOR BOLT I INSULATION 24" MIN BELOW 6, 390 \% REGISTERED AR IT� ARK , P TERS�N STATE OF WASHINGTON rEXP: osl/ /16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. ri..p►iv Na M PTH-132 DATE :1 02-05-2015 A6. C:;ENERAL STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, WITH WASHINGTON STATE AMENDMENTS. l I DE51CsN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD DEAD LOAD 40 PSF (RESIDENTIAL) 12 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, K� = 136 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D & = 1.49 (LAT. = 41.50% LONG. = 122.27) Sim = 099, I E = 1.0, R=6.5 Cb = 0.152 IN51FECTION5: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SHOP DRAWING5: IF THE FABRICATOR'S SHOP DRAWINGS DIFFER IN DESIGN OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. SEAL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBMISSION OF DRAWINGS FOR REVIEW BY THE ARCHITECT. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTAL TO ACHITECT. ALLOW TWO (2) WEEKS FOR REVIEW. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 2,500 PSF BEARING CAPACITY. REFERENCE GE01ECHINAL REPORT BY STANTEC CONSULTING SERVISES DATED NOVEMBER 19, 2014. BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. SEE PROJECT GEOTECHNICAL REPORT FOR SITE CONDITIONS AND ADDITIONAL RECOMMENDATIONS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAYING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM Pic = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% tlB% BY VOLUME. MAXIMUM SIZE OF AGGREGATE 1511i2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION V/Z " 11,2" (15 AND SMALLER) 2" ft AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF12 OR BETTER POSTS HF*2 OR BETTER 2x FRAMING( WM OR BETTER ALL 2x TIMBERSHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 23049.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 23049.1 URO. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F-V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F-V5 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS URO. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1i2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATE[) JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER. PARALLEL STRAND LUMBER (PSL): PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST UJEYER4AEUSER (PARALLAM) OR APPROVED EQUIVALENT (Fb = 2,900 PSI, E = 2.0 x 106 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESR-1381. BEARING LENGTH SHALL NOT BE LESS THAN P/4". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER LAMINATE[) VENEER LUMBER ILVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2;600 PSI, E = 1,900,000 PSI) MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO.08615-R BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS V-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN V-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH Ibd a 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH lbd+ 8" D.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF 8d a (o" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH ibd g 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' MSTA24 CONNECTOR UN.O. FLOOR AN[) ROOF FRAMING: DIMENSIONAL FRAMIW.% MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.D. APPLY 3i4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 112" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRU55E5: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2001. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE KITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SHEAR WALL SCHEDULE MARK MINIMUM 514EATHING (i) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 'iz" CDX 8d g 6" O.C. No 11 8+ 60" O.C. Qa ll = 230 PLF A> OR OSB /z" CDX 8d o 4" O.C. $i8" 32" O.C. Qa ll = 350 PLF % OR OSB 1/2" CDX ad a 3" O.C. 5i811's I6" O.C. Qall = 450 PLF OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS '/Z" CDX Sd 9 2" O.C. 8i8" .6 I(o" O.C. Qa l l -- 600 PLF OR 055 USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS NOTES 1) ALL WALLS DESIGNATED" �>ll ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT TI-II PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC T� 2304.9.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF NOT -DIPPED ZING -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOUNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. CID L" E ►EWE F SCE CODE CON►PLI APppw D 12 2016 1L11�. SEP City of Tukw�S10 gU1LDINC D ��CG_r 0 0 co 0 0 m 0 0 coo coba A w co U • � o m a o a°' v IN cq W N 0 z 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO ' CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 2308.12.8 AND OF HOT -DIPPED RECEIVED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. CITY OF TUKWILA 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN JUN 1 12015 $8}thvvRt,� ACCORDANCE WITH 15C SECTION 23063. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH lbd 6 12" O.C. STAGGERED. PERMIT CENTER 0 HT 2015, SEGA ENGINEERS 510 JOB 1B-014 I I A 11-r 1 /—1 12 LSTA30 - HDR s SILL TO 3x BLOCKING: (TYP. 2 PLACES) a 3 11KI It I A 0 I IKI I-Y I A I SECOND FLOOR FRAMING PLAN UN I T ' 5' LSTA30 - HDR t SILL TO 3x BLOCKING. (TYP. 2 PLACES) 12 6 LSTA24 - BEAM TO TOP PLATE RE E ED FOR CODE COMPLIANCE AP SEP 12 2016 LCity of Tukwila ILDING DIVISION RECEIVE© CITY OF TUKWILA J U N 1 1 2015 FRAMING NOTES: PERMIT CENTER I. SEE ARCHITECTURAL FOR ITEMS AND DIMENSIONS NOt SFIOU�L 2. SEE SHEET 610 FOR GENERAL STRUCTURAL NOTES. I FRAME ALL BEARING WALLS WITH 2xb HF2 6 I6" O.C. UNLESS NOTED OTHERWISE. 4. ALL HEADERS TO BE 410 DF 42 UNLESS NOTED OTHERWISE S. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS t0 BE SUPPORTED LATERALLY At EACH END AND At EACH SUPPORT BY BLOCKING. 1. USE SIMPSON IUS TYPE FLOOR JOIST HANGERS UNLESS NOTED OTHERWISE. 8 INDICATES POINT LOAD FROM ABOVE. PROVIDE SOLID BLOCKING BELOW. S. 0 INDICATES HOLDOWN STRAP. USE MSTC40 UNLESS NOTED OTHERWISE. 10 �)( : INDICATES SHEAR WALL. SEE SCHEDULE SHEET SiO FOR SHEARM AW91NAlUbik r� SM z CL O . z Q O Uj -t to lu U cn Q 0 0 0o 0 a 0 a m 0 co co co � o I m m to a^ 0 c�t m cA r 0 00 0 CQ cQ 2015, 5EGA ENG INEER5 J©5 15-014 ROOF FRAMING PLANT 1 / 4 " = 1 ' - 031 :�►��N FOR ►� cc �C ApP'�®� sg 12 2M ow of �►LpING p1�Ia�' I. SEE ARCHITECTURAL FOR ITEMS AND DIMENSIONS NOT SHOWN. 2. SEE SHEET 51.0 FOR GENERAL STRUCTURAL NOTES. 3. ALL HEADERS (HDR) TO BE 48 DF 02 UNLESS NOTED OTHERWISE. 4. ALL BEARING WALLS TO BE 2x(o HF2 g 16" O.C. UNLESS NOTED OTHERWISE. 5. ALL OTHER TRU56ES: F SHALL CARRY MANUFACTURER'S STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON 51TE FOR FRAMING INSPECTION. s SHALL BE INSTALLED AND BRACED PER MANUFACTURER'S SPECIFICATIONS. RECEIVED (o. NO TRU55 SHALL BE FIELD -MODIFIED WITHOUT CITY OF TUKWILA PRIOR CONSENT OF THE TRU55 ENGINEER AND THE BUILDING DEPARTMENT. JUN 1 1 2015 �• IX'i I 9ATE5 SHEAR WALL. SEE SCHEDULE ON 5H#p..MIT CENTER V OR SHEATHING AND NAILING. W Z c l OL 0 � � z � 0 Lu LL J W LU U � � d) 0 w 10 v THE��N 0 0 co m a 0 tin 0 G eo m A � v ro 0 a� 00 00 cz L1r p b to CQ m N W cn m rn CQ COPYRIGHT PR 0 ENGINEERS JOf3 15 — 014 vs" RATED SHEATHING 'iz" RATED SHEATHING Sda(oil OC. 8dtvo1,O.C.� (4" O.C. SIM.) �, NOTE: 2x BLOCKING w/ Sd a (oil O.C. TO +— z_ RAVED SHEATHING w/ TRUSS t0 DEVELOP Sd Q 4" O.C. TO FRAMING CAPACITY OF CONNECTOR SHEATHING. NAIL TO TRUSS EACH = II END w/ (2) Sd NAIL_ '/z RATED SHEATHING HI FRAMING ANCHOR TRUSS PER PLAN NOTE: A35 FRAMING ANCHORS �t124" O.C. ; TRUSS PER PLAN 24 D.C. 'I CNI EACH TRUSS. USE HI0-2 GABLE END TRUSS. -I1 SEE ARCHITECTURAL � � � 0 Sd g o O.C. AT DBL TRUSS. I FIRE BLOCKING DETAILS. w U � � A35 48" O.C. Q — f DBL 2x TOP PLATE. LAP (USE 24" O.C. AT SIM) 2x VENTED BLOCKING. TRUSS PER PLAN SPLICE 4'-0" MIN. 4 NAIL w/ /-.2x BRACE PER TRUSS SUPPLIER CONNECTOR SCRAP DRA1=t STOP PER ARCH. " PER PLAN. A35 FRAMING ANCHORS 0 32 O.C. END NAIL TO TRUSS Iod a o" O.C. STAGGERED. OR * 48" O.C.SECURE w/ TRUSS PER PLAN. PROVIDE DBL 2x TOP PLATE. LAP 2x FRAMING PER PLAN EACH END w/ (2) ed. SPLICE 4'-0" MIN. NAIL A34 EACH END. GABLE END TRUSS OR OTHER SHEATHING AND NAILING PER w/ 16d o" O.C. STAGGERED SHEATHING 4 NAILING . , . I 2x STUD (NOT SIM) INTERMEDIATE MEMBERS FOR SHEATHING 4 NAILING PER PLAN OR SCHEDULE. SPLICE PER PLAN OR SHEAR 2x FRAMING PER PLAN. SHEATHING NAILING. PLAN OR SCHEDULE. 2x FRAMING PER PLAN. TO OCCUR ON COMMON WALL SCHEDULE. (HEADER 9 SIM) DBL 2x TOP PLATE. c MEMBER OR BLOCKING (BEAM AT SIM)Vol (BEAM AT SIM) a W q 1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING e GADLE END DRAG STRUT CONNECTION ROOF FRAMING CONNECTION PARTY WALL 56.0 SCALE: t" . 1'-0" S Jo SCALE: P ■ 1'-0' 86.(D SCALE: t" In 1'-0" S D SCAM In ■ 1'-0" � '� m � q � o o - U a m co 3,4" SUBFLOOR NOTE: SEE ARCH. FOR DECK A Iod a to O.C. SOLE Iod loll O.C. SOLE SHEATHING 4 NAILING PER WATERPROOF DETAILS. ,� w PLATE NAILING. PLATE NAILING. �� • MSTC HOLDOWN SOLID RIM JOIST MSTC HOLDOWN PER PLAN PLAN OR SCHEDULE. SPLICE A35 FRAMING ANCHOR a 32 O.C. �. STRAP PER PLAN TO OCCUR ON COMMON (TYP) o 3�4" SUBFLOOR SOLID RIM JOIST MEMBER OR BLOCKING Sd � o" O.C. EDGE NAILING SOLID RIM JOIST. � � „ o co (3) Sd JOIST -TO -TOP 3/4" SUBFLOOR „ SHEATHING SIDING 3/VENDDISTANCE. "SBFLOOR W a o PLATE UNA. MAINTAIN SHEATHING NAILING PER PLAN. Iod g 8 SOLE PLATE NAILING. SHEATHING 4 NAILING PER PLAN. MIN.1'1/z" END DISTANCE, (TYPJ m SPLICE TO OCCUR ON COMMMON SPLICE TO OCCUR ON GOMMMON PER PLAN.(3) 8d JOIST -TO -BEAM � v MEMBER OR BLOCKING MEMBER OR BLOCKING LSL RIM JOIST (TYPJ 2x DBL TOP PLATE. LAP UN.O. MAINTAIN MIN.1'/z" SPLICE 4'-0" 4 NAIL w/ �I TJI JOIST PER PLAN lod s 8" O.C. STAGGERED. 2x STUDS PER PLAN. NOTE: w Zx FRAMING PER PLAN. JOIST PER PLAN 11 SEE ARCHITECTURAL F (BEAM At SIM.) (BEAM At SIM.) BLOCKING g 48 O.G. w/ (3) \-ed TOE -NAIL TO TOP PLATE FIRE BLOCKING DETAILS. OR 2x FRAMING PER PLAN. JOIST PER PLAN 2x DBL TOP PLATE. LAP 4 (3) Sd TO SUBFLOOR SPLICE 4'-0" MIN. 4 NAIL 2x DBL TOP PLATE. LAP w/ Iod a o" O.C. STAGGERED. SPLICE 4'-0" MIN. 4 NAIL JOIST PER PLAN. TOE -NAIL TO SEE ARCH. FOR AIR GAP w/ Iod a o" O.C. STAGGERED. TOP PLATE w/ (3) ed. BEAM PER PLAN TYPICAL FLOOR FRAMING CONNECTION TYPICAL FLOOR FRAMING CONNECTION FLOOR FOAMING AT PARTY WALL s FLOOR FRAMING AT DECK 56D SCALE: In In I'-0" Sb.O SCAM: 1" In 1'-0" 8b.0 SCALE: 1" • 1'-0" 86 0 SCALE: I" In 1'-0" Sd 4" O.C. Iod a 8" O.G. SOLE 3/4" SUBFLOOR 8d g 4" O.C. PLATE NAILING. 2x FRAMING PER PLAN 3 SHEATHING 4 NAILING lbd g 4" OC. SOLE �4 SUBFLOOR PER PLAN OR 8d � o" O.C. UNO SHEATHING 4 NAILING PER PLAN PLATE NAILING. A35 FRAMING FRAMING SCHEDULE OR SCHEDULE. SPLICE TO „ ANCHOR -0 12" O.C. A35 FRAMING SUBFLOOR OCCUR ON COMMON MEMBER � "�' o O.C. UNO OR BLOCKING. 3�4" SUPFLDOR I -JOIST PER PLAN ANCHOR � loll O.C. MSTC HOEDOWN.01 PER PLAN MSTC HOLDOWN 13i4" LVL JOIST I -JOIST PER PLAN—/ PER PLAN STRONGWALL PANEL PER PLAN. SEE SIMPSON CONTINUOUS LVL JOIST JOIST PER PLAN BEAM PER PLAN PRODUCT GUIDE FORINSTALLATION '*\— JOIST PER PLAN SHEATHING 4 NAILING PER IUS HANGER BEAM PER PLAN PLAN OR SCHEDULE. BEAM PER PLAN EVIEVVED FOR co©E C;O ovl�a cE O g 5NEAR WALL FRAMING AT FLU5H SEAM 10 FRAMING AT INTERIOR 5NEAR WALL u FRAMING AT INTERIOR 5NEAR WALL 12 5HEAR WALL FRAMING AT FLU5H BEAM APPR15 s6.0 SCALE: 1" ■ I'-0° S6.ID SCALE: 1' • 1'-0' 86.0 SCALE: I" • 1'-0" s6.fD SCALE: NONE SEP 2 N fI— ,City of Tukwila NOTE; �� NOTE: BUILDING DIV4SI0 SEE ARCH. FOR THRESHOLD, lod g 8 D.C. SEE ,ARCH FOR FLASHING lod a 8" O.C. SOLE FLASHING, AND WATERPROOF 2x FRAMING PER PLAN 4 TRESHOLD CONDITION. � SHEATHING 4 NAILING PER PLATE NAILING. DETAILS. SHEATHING t NAILING PER PLAN. � � AN OR Sc'.HEDULE 3/" SU 0 SPLICE TO OCCUR ON COMMON PLAN ad a o" O.C. UNO ad g o" O.C. 4 BFL OR MEMBER OR BLOCKING. 3i �� 8d a o" O.C. 5i8"� x 5" LAG LVL RIM JOIST f__ 2x BLOCKING w/ 4 SUBFLODR MSTC HOLDOWN 3i 11 O ad a 8 O.C.PER PLAN 4 BFL OR BOLT �► 32" O.C. 3i4" SUBFLOOR SHEATHING 4 NAILING PER 13/4" LVL RIM JOIST w/ A35 PLAN OR SCHEDULE. FRAMING ANCHOR a loll OC. I.US J015T HANGER it s TO TOP PLATE. ANCHOR tvIN6" O.C. �f WAS -,r LVL BEAM PER PLAN 2x JOIST PER PLAN JOIST PER PLAN JOIST PER PLAN TJI J015T PER PLAN ,�� JOIST PER PLAN • DECEIVED AL IUS HANGER LUS210 HANGER IUS HANGER SHEATHING 4 NAILING PER 2x PT LEDGER w/ (3) CITY OF TUKWILA BEAM PER PLAN BEAM PER PLAN PLAN OR SCHEDULE. ROWS 16d a 8" O.C.2x FRAMING J U N 1 12015 PERMIT CENTER 13 FLOOR FOAMING AT FLU5H SEAM 14 FLOOR FRAMING AT FLU5H SEAM �� FLOOR FOAMING AT 5NEAR WAL FOAMING CONNECTION @ DECK 56.0 SCALE: 1" 0 1'-0" 86.0 SCALE: I InI-0 s6.m SCALE. in In 1 0 SCALE. In In I 0 COf YRIGHT 2015, SEGA ENGINEER5 JOS 15-014 NDUB HOLDOI�I PER PLAN. SEE ARCH. FOR INSULATION 28TUDS Ax STUD � NDU81•IOLpOWN, + + INSTALL PER MANUFACTURER'S 2x STUD PER PLAN. USE DBL 11 PRODUCT GUIDE. SEE ARCH. FOR INSULATION AND THERMAL BREAK. FACE -NAIL w/ 16d 0 12 O.C.+ AND THERMAL BREAK. STEM WALL ~ SCUD AT END OF SWEAR WALLS 2x STUD PER PLAN. 4 HOLDOWNS. SEE SHEAR WALL EACH SIDE. + + 2x PT SILL w/ ANCHOR BOLT SHEAtHINCx NAILING PER SCHEDULE FOR 3x STUDS. + + 311 x 3 x /4 WASHER PER SEE ARCH FOR SHEATHING 2x PT SILL w/ ANC�IOR BOLT a a m SHEATHING 4 NAILING PER PLAN OR SCHEDULE. L__—_----_--- PLAN OR SCHEDULE PLAN OR SCHEDULE + + 4" SLAB ON GRADE OVER ,/� a-- ° = C4 Q� 4" SLAB ON GRADE OVER 11 VAPOR BARRIER PER ARCH. I' a ° #4 BAR � 10" O.0 � SLAB ON GRADE OVER �� BAR -TOP � � � � � VAPOR BARRIER PER ARCH VAPOR BARRIER PER ARCH. a �ww - HORIZONTAL 21_011 U � � A' R : : e �SLAB ON GRADE f a C, FINISH GRADE OR FINISH GRADE OR SLAB ON GRADE ELEV PER ARCH i 2x PT SILL w/ ANCHOR BOLL t 4 STHD HOLDO 4 3" x 3" x 1/4 WASHER PER SLAB ON GRADE 1'_211 . v84 A36 ROD w/ DBL NUT .I. I °I PER FL �1 PLAN OR �SCNEDULE. USE ` ° . x 3 x 3 WASHER ° 2 SEE TYPICAL FOOTING is11 11 11 d.--_---- _ -- ° 1-6 8i8 60 O.C. MIN. pETAIL FOR REINFORCINGL ASSEMBLY 04�BAR g 18" O.C. - VERTICAL 8 I MAX. • • :. 11 041 BAR �' 16" O.G. - VERTICAL ° = •' :. 811 811 .:. :. ,,- • .: SEE ARCH. FOR INSULATION I 11 4 BAR CONT. AND THERMAL BREAK 8„ 04 BAR CONT. CONTINUOUS FTG. 1.O01 811 (TYPJ 8" I 11::j (TYP') REINFORCEMENT MINIMUM co 1'-611 1,-(0 I -0 : _jw a 1 FOUNDATION AT 5LAE3 ON GRADE s .1 FOU�NDATION AT HDU HOLDOWN i' FOUNDATION AT SLAB ON GRADE � STEPPED FOOTING DETAIL � ;� 816.1 SCALD 1 i 0 SCALE.- iSCALE-I 86.1 SCALE- 1■ I 0 C '�co NOTE: SWSB SHEAR BRACE PER PLAN (� 0 a 01 SEE SIMPSON PRODUCT GUIDE FOR HEX NUT BELOW ANCHOR NOTE: (� CU HEIGHT, ANCHO LOCATION 4 BOLT SPACER (TYP) SEE SIMPSON 'PRODUCT GUIDE FOR 'B SHEAR BRACE PER PLAN 11 AIR GAP PER ARCH. :� I o RB R L SWSB PANEL INSTALLATION. 03 = TIE CURB HEIGHT, ANCHOR LOCATION 4 HEX NUT BELOW ANCHOR 2x FRAMING g 16 OC. U a w SHEATHING 4 NAILING SWSB PANEL INSTALLATION. BOLT SPACER (TYP) _ 2�i811 VERIFY CURB HEIGHT 6x Pt POST PER PLAN. 111oor 3 c-� TIE PER PLAN OR SCHEDULE. ,� FINISH GRADE ' CBSQ TYPE BASE ze- tw 2 �a VERIFY CURB HEIGHT 2x Pt SILL w/ 3 x 3 x 1/4" GALV. 411 SLAB ON GRADE OVER PLATE W,4NSER 4 $�8"� ANCHOR m coo PORTED COUPLER COMPATIBLE I .: � . , ". �' ." . FINISH GRADE w/ A193 51 ROp AS REQ'D. I .:a °. BARRIER PER ARCH BOLT PER PLAN OR SCHEDULE. "4LBAR 24" O.C. -VERTICAL 8 x S CONCRETE PLINTH. SLAB ON GRADE PORTED COUPLER COMPATIBLE ON COMPACT BASE. b �811� THREADED ROD ANCHOR, I PER PLAN w/ A193 51 ROD A5 REQ p. t1 GRADE A449 OR AI93 B� I CONTINUOUS FTG BEYOND. 4�BAR g 24 O.C. -VERTICAL r cq - ' : • ; . ..... •. '...: � ...:: �11� THREADED ROD ANCHOR, 1 CONTINUOUS FTG BEYOND. I ♦4 BAR � 12" O.C. NORIZ. �...+ � �•__ '�4 x 30" BAR OVER DBL FINISH GRADE o s.o GRADE A449 OR A193 B� I I NOTE: cQ 1 11 `- NUT 4 WAS ER ASSEMBLIES � �11 1 `2 11 �_ 30 BAR OVER DBL SEE ARCH. FOR FIRE FTG PER PLAN 10r�14 BLOCKING REQUIREMENTS. 1'-6" MIN. NUT 4 WASHER ASSEMBLIES I 11 +�4 BAR 18" O.C. - VERT. 6" MIN. .._-.—_—:� 6 MIN. I � : ° a. J illl Q11 1E�7 ' 31_511 2I -4u :�.: , I'. . ; *4 BAR CONT. -TYP. FOUNDATION AT 5W55 SHEAR PANEL COLUMN BASE CONNECTION FOUNDATION AT 5W55 SHEAR PANEL II 1 II p I p II 1 tl • , ` • ° 56.1 SCALE: I = 1-0 56.>a SCALE: 1 = I -0 S�o.¢� SCALE: 1 = 1 1'-0" s FOUNDATION FRAMING a PARTY WALL S(o.l SCALE: lu = I'-0° DBL 2x TOP PLATE HDR PER PLAN. -- _=--��-----------�--_______ I Lu TI 11MMER STUD(S) �— L. KING STUD pis 11 RATED SHEATHING 4 _ NAILING PER SCHEDULE. C-D / LSTA STRAP PER PLAN. CENTER ON TRIMMER _ OR KING STUD. if--- A r 2x SILL PLATE (TYP) 3x BLOCKING CD (TYP) _ FA krvjqLIpNR CE cpCp�ECC .� .� SEP 116 �-r�sFN� Cy O f WAS+r�t s SMEAR WALL FORCE TRANSFER DETAIL Lj) °G t) ►s1°4- T 56.1 SCALE: I" = I'-0' BU11„IDIN .R, RECEIVED CITY OFTUKWILA J U N 1 12015 PERMIT CENTER 0 I COPYRIGHT 2015, SEGA ENGINEERS JOB 18-014 / / / / / VALLEY i UNDERLAYMENT / / OVERLAP / FLASHING DRIP EDGE 6" OVERLAP FLASHING FLASHING 6" \ -O LOCATE THE UPPER SHINGLES / 3" FROM THE CENTER LINE OF / THE VALLEY FLASHING ON EACH / D SIDE. LOWER SHALL START COURSE OVERLAP DIVERGE FROMEAC OTHER INVERTED SHINGLES PAPER 12" / 1/8" PER FOOT 6" END LAP FOURTH COURSE / (FULL SHINGLE THIRD COURSE / (CUT OFF II 1/4") SECOND COURSE (CUT OFF 5 1/2") STARTER COURSE (INVERTED SHINGLE) FIRST COURSE (FULL SHINGLE) cl ROOF AND VALLEY\ INSTALLATION 5C,ALE: N.T.S. DOUBL RAFTE NECE�c � ROOF TO WALL U SCALE: N.T.S. EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER FLASHING AT INSIDE CORNS PLACE FABRIC REINFORCED FLASHING BEHIND RAFTER LEAVE 1 1/2" GAP BETWEEN FASCIA AND WALL EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER STEP FLASHING CI I 2" OVERLAP 0 I o EXTEND ROOF PAPER UP THE SIDE OF WALL A MINIMUM OF 6" � STEP FLASHING_ e scare: N.T.S. EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER III HORIZONTAL WALL TO ROOF FLASHING OVER CORNER FLASHING PLACE STEP FLASHING UNDER INSIDE CORNER ;� INSIDE CORNER AT ROOF SCALE: N.T.S. EXTEND ROOF PAPER wy UP THE SIDE OF THE WALL ROOF 6 MINIMUM VALLEY OP PREVIOUS FLASHING FLASHING AT OUTSIDE CORNER OUTSIDE CORNER AT VALLEY SCALE: N.T.S. NOTE: FLAT ROOF SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION SPECIFICATIONS TO INCLUDE PARAPET WALL COPING OR CAP FLASHING ALL ROOF PENETRATIONS MUST BE MIN. OF 12" FROM RIDGE PENETRATION THROUGH ROOF Min(. \\ `�\ \` MUST FALL OVER TRUSSES / INSTALL \PREFORMED \ 24" MIN. FROM FLOW LINE FLASHING FLANGE PER ROOFING MANUFACTURER ALL PENETRATIONS TO BE MIN. OF 12" IN ALL DIRECTIONS FROM OTHER PENETRATIONS TO ALLOW FOR PROPER ROOF APPLICATION ROOF PENETRATION SCALE: N.T.S. ---- _. . _. .NG FLASHING WITH ORAL DIVERTER 45 DEGEE BEND TO DIVERT WATER ONTO ROOFING ROOF DIVERTER_ SCALE: N.T.S. EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER HORIZONTAL WALL TO ROOF FLASHING OVER\ CORNER FLASHING ROOF 1/2 X 2 CEDAR PREFABRICATED OR P.T. AT 16" O.C. CHIMNEY TOP OVER PAPER I I I I I I I I I I I N I � EXTEND BUILDING PAPER TO TOP OF CHIMNEY BEHIND ALL TRIM !1 CHIMNEY TOP_ � SCALE: NT.S. ROOF SHEATHING - ROOF RAFTER EXTEND GABLE 6" PAST CORNER WHEN GABLE OCCURS AT AN OUTSIDE CORNER PLACE TARGET FLASHING BEHIND ROOF RAFTER LEAVE 1 1/2" GAP BETWEEN FASCIA AND WALL — RAE BOARD DRIP EDGE ROOF TO WALL AT RAKE_ :oo. FLASHING AT OUTSIDE CORNER %n RAKE BOARD o"% ROOF/OUTSIDE CORNER SCALE: K.T.S. SCALE: N.T.S. SIDING EXTEND ROOF PAPER 12" UP THE SIDE OF THE WALL I BUILDING PAPER d MINIMUM I OVER FLASHING PEAL AND STICK i gSAM. FLASHING AT OUTSIDE CORNER 12" Ile PLACE STEP FLASHING UNDER OUTSIDE CORNER �Q.i EXTEND ROOF PAPER UP THE SIDE OF WALL 6" MINIMUM 12 OUTSIDE CORNER SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. DIVERTER FLASHING 45 DEGEE BEND TO DIVERT WATER ONTO ROOFING EXTEND ROOFING TO COVER BARGE BOARD ROOF DIVERT -ER - SCALE: N.T.S. 50%: OVERLAP: AT ALL HORIZONTAL 12" .::.'::: : JQISTS.. (.00UBL:E LAYER) City of TD�IS' lla gU1l.DiNG BUILDING PAPER INSTALLATION- CITY OFTIUKWILA SCALE: N.T.S. 1 1 JUN 2015 1 ;I' PERMIT CENTER GENERAL NOTES: 1) ALL WOOD IN CONTACT WITH ANY SURFACE THAT WILL PROMO DECAY, I.E. CONCRETE, ROOFING, ETC. SHALL BE TREATED. 2) METAL FLASHING (Z-FLASHING) TO BE INSTALLED AT ALL HORIZONTAL RUNNING WOOD INCLUDING MOUNTING BLOCKS FOR LIGHTS, HOES BIBS, BELLY BANDS,WINDOWS AND DOORS ETC. 3) DEVIATIONS FROM THESE DETAILS WILL NOT BE EXCEPTED WITHOUT PRIOR APPROVAL. 4) 1/2" MINIMUM AIR SPACE SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND ANY SPLASH SURFACE. 5) END CUTS SHALL HAVE SEALANT (END CUT SOLUTION) APPLIED PRIOR TO INSTALLATION 0 TARGET FLASHING SHALL BE FABRIC REINFORCED OR A POLY MATERIAL INSTALLED AT ALL THROUGH -WALL PENETRATIONS. l) METAL FLASHING SHALL BE 26 GA. MINIMUM UNLESS NOTED OTHERWISE. 8) ENCLOSURE SUBSYSTEMS NOT COVERED IN THESE DETAILS ARE SUBJECT TO MANUFACTURERS INSTALLATION SPECIFICATIONS. W� C) —` N � U W I— cY ? > zw to r' Qm �► Tes- W00 � Mcr �N t�z �< DO QoU3 ^uNi —1 i-- Q � a.. �F- NO 1— cym [0 v) U p �� Lo WN zo 0 NW z" Oz an Od cA <C = W IL u_ '- y.. J 4;" DRAWN B.R.M. DATE : 11/12/2012 SCALE AS NOTED SHEET OF SO SHEETS SURE FLASH - METHOD "S" PLUS 220915 - 9" ADHESIVE FLASHING AT SILL AND HEAD OR 220930 - 9" ADHESIVE FLASHING FOR PENETRATION SEAL 210315 - 3" FLANGE EXTENSION AT INSIDE HEAD FLANGE 200900 - 9" SURE FLASH WRAP FOR JAMB 330250 - 2" MESH TAPE OVER FLANGE AT JAMB OR 330350 - 3" MESH TAPE FOR PENETRATION SEAL 9" ADHESIVE SEAL - OVER FLANGE AT HEAD 2" OR 3" SF MES OVER FLANGE A FLASH WRAP AT 3" FLANGE EXTENSION UNDER FLANGE AT HEAD SURE FLASH COMPONENTS WINDOW INSTALLATION P SCALE: N.T.S. AT DECI, DOOR P, TO WALL IN! FL STEP STEP 2 INSTALL FLANGE EXTENSION AT INSIDE OF WINDOW HEAD FLANGE STEP 3 _L WINDOW. JAMB MESH NGD HEADER ADHESIVE ROCEDURE ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 9" WIDE MOISTOP OR EQUIVALENT BUILDING PAPER AT HEAD JAMBS AND SILL. OVERLAP AS SHOWN ONE PIECE GALVANIZED `�� DOOR PAN. DO NOT PIERCE FLASHING INSTALL CONT. BEAD OF CAULK TO DOOR PAN PRIOR TO SETTING DOOR �I/2„ q 1/2" SET DOOR ON PA AND SECURE TO I INSTALL A CONT. BEAD OF CAULK UNDER BUILDING PAPER STEP 11 STEP 3 FILL GAP BETWEEN JAMB AND TRIM WITH CAULK INSTALL ENAMELED OR GALVANIZED STEEL DRIP FLASHINGS 1I1I_ TOP OF FLASHING �4 ' AT 105 DEGREES I�IIINORbiggk, DRIP EXTEND BUILDING PAPER OVER METAL FLASHING INSTALL MOISTOP OR EQUIVALENT BUILDING PAPER WEATHERBOARD STEP 5 FASHION STARTING FROM THE BOTTOM STEP 6 SLIDING GLASS DOOR INSTALLATION PROCEDURE------------------------------------------------------------------------------------------------ I SCALE: N.T.S. LAP NEXT COURSE OF PAPER OVER TOP AND SIDES OF VINYL BLOCK TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER VINYL BLOCK PLACE WOOD BLOCK OVER BUILDING PAPER. EXTEND PAPER d" BEYOND BLOCK ON ALL SIDES PLACE VINYL BLOCK OVER BUILDING PAPER. EXTEND PAPER INSTALL ANODIZED 6 BEYOND BLOCK ON ALL SIDES ALUMINUM. GALVANIZED OR ENAMELED STEEL DRIP FLASHING OVER ALL WOOD BLOCKS — ta LAP NEXT COURSE OF PAPER OVER FLASHING AND DOWN SIDES OF BLOCK _•. TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER WOOD BLOCK WOOD BLOCK 0 TYPICAL THRU-WALL PENETRATION DETAIL - SCALE: N.T.S. FLASHING AND DOWN OVER VENT I" TOP OF FLASHING AT 105 DEGREES VENT AT BELLY BAND- { SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS, HEAD FLASHING WITH END DAMS. DIRECTLY ABOVE WINDOW (PLACE HEAD FLASHING OVER WINDOW WRAP AND UNDERNEATH BUILDING WRAP) Fp �R p1.lANCE OOQM App,�D�E® SEP 12 2016 NOTCH BUILDING WRAP AROUND ; Of- U N11a WINDOW OPENING DI�fIS1O NOTE: %SG BUILDING WRAP OR W.R.B. WILL COVER/OVERLAP HEAD FLASHING HEAR �FLA�%S �HlN A T W D�Ot W RECEIVED t— I L. O%Ift-.i.ter- 'VI 1v1AIll w AND 1 THD TO I E PRIOR WRITTEN CONSENT OF M APPROPRIATE COMPEM SOUND BUILDING ENVELOI VISUAL CONTACT WITH T SHALL CONSTITUTE EVIDI ACCEPTANCE OF THESE RESTRICTIONS. WU IL -A O� Ul J U W I— " O >} zw Of— dm � �r Ww W� INN zC) Q � F- Ln �� [>C1 NO I- p rvm " (j) Qz N -NW Ln WN p z z`; no wQon N0 a W ILu k; " 57l'i:K d . l' ` ,a r DRAWN : B.R.m. DATE : 11/12/2012 SCALE : AS NOTED SHEET 2 OF SO SHEETS EXT. SHEATHING PER STRUCT. BUILDING PAPER OVER FLASHING FLANGE EXTERIOR SIDING PER ELEVATION 2X6 TOP PLATES Z-STEP FLASHING 5/4X TRIM BITUTHENE TAPE OVER BUILDING PAPER OVER WNDW. FLANGE (HOLD PAPER BACK FROM FLANGE/FRAME JOINT 3/4" TO ALLOW BITUTHENE TO SEAL TO FLANGE) CAULK DAM BEYOND (FULL DEPTH) SET IN CONTINOUS BEAD OF CAULK AT WINDOW FLANGE AND ENDS NAILER v- N — HDR. PER STRUCTURAL — NAIL FLASHING ABOVE WINDOW FLANGE — FLASHING PAPER FACE WRAP ONLY 1/4" CONT, SHIM WINDOW HEAD AT LAP SIDING - SCALE: N.T.S. UECK CUA I INC DRIP MTL. FLASHING ROUTER EDGE OF Si TO DEPTH OF FLASI l BITUTHENE FACE OF BEAM OR JOIST 2X FASCIA TOP MUST BE FLUSH WITH TOP OF BEAM NOTE: (TYP.) WRAP BEAM WITH 5/8" TYPE "X" G.W.B. OR AS REQUIRED FOR I -HOUR CONSTRUCTION ASSEMBLY DECK BEAM SCALE: N.T.S. BACK FACED R-21 BATT OR BETTER PER WA. STATE ENERGY CODE EXT. SHEATHING SIDING PER ELEV. CAULK ALL AROUND TRIMS 5/4X TRIM CLOSE CELL BACKER ROD AND CAULK (TOOLED JOINT) JOIST HANGER (WHEN BEAM IS PRESENT) JOIST PER STRUCTURAL SCREEN VENT AT EA. JOIST SPACE PER IBC BEAM OR RIM JOIST PER STRL. NOTE: INSTALL SIDING PER MANUFACTURERS SPECS. DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE REPAIR OR REPLACE WINDOW IF FLANGE BREAKS CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHINGS 1/4" CONTINUOUS cults BITUTHENE TAPE OVER BULIDING PAPER OVER WNDW. FLANGE (HOLD PAPER BACK FROM FLANGE/FRAME JOINT 3/4" TO ALLOW BITUTHENE TO SEAL TO FLANGE) WINDOW JAMB AT LAP SIDING SCALE: N.T.S. INTERIOR FLOOR a0 FASTEN FRONT AND SIDE AT TOP EDGES WITH NON- CORROSIVE FASTENERS FOR ELASTOMERIC COATING: 24 GA. FULLY SOLDERED FOR MEMBRANE DECKING: PVC -COATED 24 GA. SHEET METAL OR PER MANUFACTURER REQUIREMENT VARIES A RECOMMENDED SOLUTION IS TO TRIM AND FOLD THE FLASHING ON SITE, AS SHOWN BELOW I. TRIM FLASHING LONGER THAN HEAD CASING AND NOTCH BACK TO CASING AT FOLD IN FLASHING 2. FOLD DRIP UP TO CREATE UPTURNED END DAM FLASHING 26 GA. 3. VERTICAL EDGE HEMMED BACK AND HELD 1/8" OFF FACE OF CASING SURFACE OF SIDING TO BE APPLIED LATER iii i I / i (B.) CORNER i/ It (D.) FLASHING 24 GA. G.I. PAN --------- FLASHING ,_—.--.— e--- c�c- — -- — -- —1 � ELAST. ON "L" rJt'T; FLASHING ! !; i L�J�_r_1111_I II - -- - - - - - - - - - — ,. CARPET ivX �� :.;`. PAD GYPCRETE 4" MIN. FIN. FLOOR SUBFLOOR •- --------------� IX4 BLOCKING TYP. FLOOR CONST. (A.) 4X4 G.I. VARIES WITH TYPE WALL FLASHING OF DOOR SILL/ THRESHOLD DECKING PER PLAN O WINDOW/DOOR HEAD FLASHING SCALE: N.T.S. DOOR OPENING SIDE DAMS 41' METAL FLASHING FRONT DAMS 4" SLOPE WITH DECK - BACK DAMS PATIO/BALCONY EXTERIOR WALL/DOOR THRESHOLD SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. HEAD JAMB SILL NOTE: FINISH ALL EDGES OF EXTERIOR DOORS TO PREVENT SWELLING HEADER PER STRUCTL. SHEATHING WRAPPED WITH MOISTURE BARRIER SIDING PER ELEV. FLASHING IF EXPOSED TO WEATHER CASING ATTACHES TO EXTERIOR FRAME OF BUILDING INSULATION RABBETED JAMB EDGE OF CASING BOTTOM RAIL OF DOOR CARPET AND PAD FINISHED FLOOR SUBFLOOR WOOD OR MTL. THRESHOLD W/ WEATHER STRIP SILL WITH DRIP 24 GA/ G.I. PAN FLASHING WITH END SET IN SEALANT DECK SIDING PER ELEV. SHEATHING PER WA. TYPE RIM JOIST BLOCKING UNDER JOINT BETWEEN SUBFLOOR AND SILL SECTION WALL FINISHES � SCALE: N.T.S. �. ADD SHIM AND SCREW JAMB TO FRAMING BEHIND HINGES OF HEAVY DOORS CASING ATTACHED FIRMLY TO FRAMING RABBITED JAMB SIXED TO WIDTHE OF WALL (FRAMING. SHEATHING, INTERIOR FINISH) EDGE OF SILL BELOW EXTERIOR SWING DOOR - SCALE; N.T.S. ON FOR RSEICOMPLIANCE COD Appp'over) SAP 2 2016 ow�� �ONISION BVILo1N� WU O� J� W U >Ln Cr } cnr oz � '< 01' Qo -0 Ln I— [j cr Ln O lV t'pU i I-O `;Ln Up WC4 zv cyW z'; �o N� OX Oz OQ 2Q to <C = W 0-1L l..q• i DRAWN B.R.M. DATE : 11/12/2012 SCALE AS NOTED SHEET 3 OF SO SHEETS EXTEND BUILDING PAPER OVER METAL FLASHING INSTALL GALVANIZED OR ENAMELED STEEL DRIP FLASHING OVER BELLY BAND SLIP BUILDING PAPER:: - UP UNDER PAPER TO :. PLACE BUILDING PAPER ON BOTTOM OF BELLY WALL PRIOR TO INSTALLING BAND ALL HORIZONTAL TRIM INSTALL MOISTOP OR EQUIVALENT BUILDING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM 0N.T.S. DETAIL_ sCALE: H.1. PLACE BE CAULK BE INSTALLINC FLASHING BEVELED SLOPED C SKIRT TRIt PAPER SPLIT FOR CLARITY SEALANT BEVELED OR SLOPED CAP SKIRT TRIM - '- BASE y STEP 2 I OUTSIDE CORNER 50% OVERLAP AT ALL HORIZONTAL JOINTS (DOUBLE LAYER) D2 BELLY BAND scnLe: N.T.S. I" TOP OF FLASHING AT 101 DEGREES 1/4" DRIP FLASHING PROFILE BEVELED OR SLOPED CAP SKIRT TRIM - BEVELED OR SLOPED CAP SKIRT TRIM - WATERTABLE FLASHING INSTALL CORNER ,-'FLASHING-,,,,,,, <----- WALL I - SCALE: N.T.S. PLACE BE CAULK BE INSTALLINC FLASHING 6„ -�K 611 STEP I STEP 2 STEP 2 OUTSIDE CORNER WALL PLACE BEAD OF CAULK BEFORE INSTALLING FLASHING \-� BASE y BASE y INSIDE CORNER %lffiln ��--- WALL �.. � —WALL ---'� � )BELLY BAND --SCALE: N.T.S. LAP FLASHING 6" MINIMUM 6" METAL FLASHING SET FLASHING LAP IN BED OF SEALANT - FLASHING LAP �J SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. PLACE BEAD OF CAULK BEFORE-, INSTALLING FLASHING BELLY BA STEP 2 INSIDE CORNER BEAD OF SEALANT FOR OVERLAPPING BUILDING WRAP 3EAD OF SEALANT 1ETAL COMPRESSION 'LASHING (DO NOT )VER COMPRESS) F RIM BOARD EXTEND TARGET FLASHING 4" ABOVE METAL FLASHING TRIM RD GET,© vo? 3HING R�vl� pL1ANC� BELLY BAND VENTS I I SCALE: N.T.S. P, .� 2 Zp16 I SEP c;jtjpf'Tla Dv;SIp,0 gU1L01�G NOTE PUBLISHED RESERVED THE, THESE ESIGNS AND ITED REMAIN BUILDING ;EOF SHALL OR 0 I THE PRIOR U.I U O� W U > } zw cA Cr CID W� W� �N c�z �•� p0 Lz—lo U ^64 —t Q t-in Ln a' Llz: N� tjj z U N u! z .. .:3�o pz N0 p0 OX 2<[ U) <t = LU (L 1L DRAWN B.R.M. DATE : 11/12/2O12 SCALE AS NOTED SHEET OF b SHEETS DECK SHEATHING JBACK ELEVATION SCALE: 1/4" - 1'-0" c\ EXTERIOR WALL DECK TO WALL TRANSITION FLASHING (TYP.) MOISTOP 0 EQUIVALEN BUILDING PAPER (EXTEND 11 MIN. BEYON FLASHING UNDER DEC,, !1 DETAIL I � SCALE: N.T.S. .�-- DECK SHEATHING MOISTOP OR EQUIVALENT BUILDING PAPER (12" ,- ABOVE/ FLASHING) MOISTOP OR EQUIVALENT BUILDING PAPER (EXTEND 12" MIN. BEYOND FLASHING AT DECK FACE) MOISTOP OR EQUIVALENT BUILDING PAPER (12" ABOVE FLASHING) NOTE: BUILDING PAPER LOCATIONS AND DIMENSIONS TYP. ON BOTH SIDES OF EXTERIOR WALL AND UNDER DECK MOISTOP C EQUIVALEr BUILDING PAPER (12" ABOVE FLASHING) MOISTOP OF EQUIVALENI BUILDING PAPER (EXTEND 12" MIN. BELOW DECK JOIST 2 510E ELEVATION SCALE: 1/4" = P-0" FLASHING AT DECK/WALL CONNECTION SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS, THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. FLASHING AT DECK/POST CONNECTION SCALE: N.T.S. R ID� A le GODS sip u'WN0 C'tt1i,01 D�v1S\ON gUl�� W � J W U ?} z-w or— Qm 0a- oo W � Ul � C4 QO U� ^iNn cs' Lnin F- ��' Qz O zv cA� NW WN �o N� OX Oz 10D 2< cA <[ = W IL 1L .. ,� ilk t },• DRAWN B.R.M. DATE 11/12/2O12 SCALE AS NOTED SHEET OF SO SHEETS SIDE ELEVATION SCALE: N.T.S. MOISTOP C EQUIVALEr BUILDING PAPER (12" ABOVE FLASHING) MOISTOP OF EQUIVALENT BUILDING PAPER (EXTEND 12" MIN, BELOW DECK JOIST FLASHING AT DECK/WALL CONNECTION SCALE: N.T.S. NOTE: "FIRE AND ICE" PEEL-N-STICK TO BE APPLIED OVER ENTIRE CRICKET WITH L" LAP TO CONNECTING MATERIALS FLASHING AT EXTERIOR WALL/CRICKET SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND 15 NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. MOISTOP OR EQUIVALENT BUILDING PAPER (12" DECK SHEATHING \ DECK TO POST TRANSITION FLASHING FLASHING AT DECK/POST CONNECTION SCALE: N.T.S. is�p FOR CLIANCE ED 2016 Clef -Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA IN PERMIT my a:� { k� ✓2 t S �or 11 4� {�� aS^d,4ti NOTE PUBLISHED ALL RIGHTS RESERVED THE ABOVE DRAWINGS AND SPECS. AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF SOUND BUILDING ENVELOPE. NO PART THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO SOUND BUILDING ENVELOPE, LLC. VISUAL CONTACT WITH THE ABOVE SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. wU w-4 N WU zac Qm �`�- W U) UJ IN N oz O OoN zo U< hp �a- �w NO N^ inv~) I—O "umi 0o zU N Nw wN z`, �o N0 OX Oz pU T< (j)< _w fL1L t DRAWN DRAWN B.R.M. DATE 11/12/2012 SCALE AS NOTED SHEET / b OF SO SHEETS