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Home My WebLink AboutPermit D16-0269 - BALZARINI RESIDENCE - NEW SINGLE FAMILY RESIDENCEBALZARINI RESIDENCE 12611 37 AVE S Dl 6=0269 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 COMBOSIFIR PERMIT Parcel No: 7345600810 Permit Number: D16-0269 Address: 12611 37TH AVE S Issue Date: 12/15/2016 Permit Expires On: 1/14/2018 Project Name: BALZARINI RESIDENCE Owner: Name: TOCHER JAMES LIONEL+BRUCKER Address: 3535 S 126TH ST, TUKWILA, WA, DESCRIPTION OF WORK: Phone: (425) 508-2039 Phone: (425) 508-2039 Expiration Date: 3/27/2018 CONSTRUCT NEW 1815 SQ FT SINGLE FAMILY RESIDENCE WIH A 645 SO. FT ATTACHED GARAGE AND A 60 SQ FT COVERED PORCH Project Valuation: $260,956.90 Fees Collected: $5,769.30 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-13 Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA Water District: 125 SewerDistrict: VALLEYVIEW ICurrent Codes adopted by the City of Tukwila: International Building Code Edition: 98168 Contact Person: 2014 Name: MICHAEL R HIMPLE JR Address: 419 AVE E, SNOHOMISH, WA, 98290 Contractor: 2015 Name: HIMPLE DRYWALL Address: 419 AVE E, SNOHOMISH, WA, 98290 License No: HIMPLD*887DB Lender: 2015 Name: TOM BALZARINI Address: 1204 N TENTH PL, RENTON, WA, 98057 DESCRIPTION OF WORK: Phone: (425) 508-2039 Phone: (425) 508-2039 Expiration Date: 3/27/2018 CONSTRUCT NEW 1815 SQ FT SINGLE FAMILY RESIDENCE WIH A 645 SO. FT ATTACHED GARAGE AND A 60 SQ FT COVERED PORCH Project Valuation: $260,956.90 Fees Collected: $5,769.30 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-13 Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA Water District: 125 SewerDistrict: VALLEYVIEW ICurrent 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 296-4613: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Public Works Activities: Chan nelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 10 Fill: 10 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature:_ Date: 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 agree to the conditions attached to this permit, Signature: Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'PUBLIC WORKS PERMIT CONDITIONS' 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: 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 house. 6: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 7: Any material spilled onto any street shall be cleaned up immediately. 8: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 9: 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. 10: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 11: 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. 12: From May I 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. 13: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Inspector that a 3/4 -inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1 -inch water meter with a 1 -inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Coordinate with Public Works Project Inspector. 14: Prior to any work within the Public right-of-way, provide a bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way made out to the City of Tukwila for possible property damages caused by activites. 15: Prior to any work within the Public right-of-way, provide a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 16: Prior to any work within the Public right-of-way, Owner shall sign w/Notary a ROW Hold Harmless Agreement for work within the Public right-of-way. 17: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 18: 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). 20: 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) 21: 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) 22: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: 'BUILDING PERMIT CONDITIONS*** 26: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 27: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 28: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 29: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 30: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 31: All wood to remain in placed concrete shall be treated wood. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 34: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 35: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 36: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 37: Pavement mitigation fees may apply to this permit. Amount estimated to be xxx sq. ft. x $xx.xx per sq. ft. $x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Public Works Final. 38: Revision #1 Condition - No work within the Public right-of-way without a Bond, Insurance, and ROW Hold Harmless Agreement. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL" 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 0606 GLAZING 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 5230 PAVING AND RESTORE 0608 PIPE INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE Sloo STREET USE 0412 UNDERFLOOR FRAMING 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 0413 WALL SHEATHING/SHEAR City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: 7345600810 Address: 12611 37TH AVE S Project Name: BALZARINI RESIDENCE COMBOSFR PERMIT Permit Number: D16-0269 Issue Date: 12/15/2016 Permit Expires On: 6/13/2017 Owner: 2015 National Electrical Code: Name: TOCHERJAMES LIONEL+BRUCKER 2015 Address: 3535 5 126TH ST, TUKWILA, WA, International Mechanical Code Edition: 2015 98168 2014 Contact Person: 2015 WA State Energy Code: Name: MICHAEL R HIMPLE JR Phone: (425) 508-2039 Address: 419 AVE E, SNOHOMISH, WA, 98290 Contractor: Name: HIMPLE DRYWALL Phone: (425) 508-2039 Address: 419 AVE E, SNOHOMISH, WA, 98290 License No: HIMPLD*887DB Expiration Date: 3/27/2018 Lender: Name: TOM BALZARINI Address: 1204 N TENTH PL, RENTON, WA, 98057 DESCRIPTION OF WORK: CONSTRUCT NEW 1815 SQ FT SINGLE FAMILY RESIDENCE WIH A 645 SQ FT ATTACHED GARAGE AND A 60 SQ FT COVERED PORCH Project Valuation: $260,956.90 Fees Collected: $5,769.30 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V -B Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA Water District: 125 SewerDistrict: VALLEYVIEW ICurrent 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 296-4613: 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: 10 Fill: 10 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: 4704A Date:. 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 agree to the conditions attached to this permit. Signatu Print Na Date: me: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'PUBLIC WORKS PERMIT CONDITIONS' 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: 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 house. 6: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to. the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 7: Any material spilled onto any street shall be cleaned up immediately. 8: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 9: 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. 10: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. if the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 11: From October I 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. 12: 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. 13: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Inspector that a 3/4 -inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1 -inch water meter with a 1 -inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Coordinate with Public Works Project Inspector. 14: Prior to any work within the Public right-of-way, provide a bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way made out to the City of Tukwila for possible property damages caused by activites. 15: Prior to any work within the Public right-of-way, provide a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 16: Prior to any work within the Public right-of-way, Owner shall sign w/Notary a ROW Hold Harmless Agreement for work within the Public right-of-way. 17: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 18: 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). 20: 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) 21: 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) 22: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: ***BUILDING PERMIT CONDITIONS*** 26: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 27: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 28: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 29: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 30: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 31: All wood to remain in placed concrete shall be treated wood. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 34: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 35: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 36: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFILOW - FIRE 1700 BUILDING FINAL" 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 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 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 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKK 4 Community Developm-, Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 li!tp://ww,,%,.I'tikwi]aWA.gov Combination mit No.blb- Project No.: Date A lication Accepted: pp Date Application Expires: (For office use on�y) COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY 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" I SITE LOCATION I King Co Assessor's Tax No.: Site Address: Alt -s7,T,, Aic PROPERTY OWNER Name: Addres :12". L/ tv 10�t ?L- City:,r ��c r -State: Zip L- U a 0- z CONTACT PERSON - person receiving all project communication Name: Address: 14 vc- - City: State: ZipF? LANX 44 Phone - Email: RV i GENERAL CONTRACTOR INFORMATION Company Name: IAL4Z-� Address: I - Y -15, L City: Statetd)q- Zip: Phone: Loor Fax: Contr Reg No.: Exv Date: 7 14 M 9Q2 W -P9 0-2-7- /9 Tukwila Business Li6ense No.: - ARCHITECT OF RECORD Company Name: RAT) Architect Name: 'F,,) Address: City: Stite: Zip (LIA- Phone: qz� nL2- ax: Email: Rap A, 4 ENGINEER OF RECORD. Company Name: , I�DA - Engineer Name: Address: City: State: zip:w 7 n5 Fax: r- -3� ?-OZ6 � Email . - g f "., H:\Applications\Forms-Applications On Linc\2011 ApplicationsTombination Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page I of 4 bh I rnkJJr1%— 1 MirliftlVIA I 1U114 — Valuation of project (contractor's bid pr Scope of work (please provide detailed N I DETAILED BUILDING INFORAMTION - I PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement dt!-- V floor W, le, 251 floor . ?`17 54- C-7- L Garag,.U71 carport 1:1 J NZ, Y 5 bq —b Deck - coveredQ� uncovered F1 ( ,Q6 4 (-'T- 0 Total square footage Zo S. L C-1- 4� Z,5,-,� W 4.� — 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. I EQUIPMENT AND FIXTURES - INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work J<600 fuel type: F1 electric <.gas Z:3-E)C-�-furnace <I 00k btu -&�=�iance vent q 14& --Ventilation fan connected to single duct 18pl— thermostat rccDr-wood/gas stove -�Zt�ater heater (electric) le _.&—emergency generator other mechanica equipment PLUMBING: f Value of plumbinglgas piping work$ 7--A�)CCL- bathtub (or bath/shower combo) -;�� bidet dishwasher floor drain lavatory (bathroom sink) sink water heater (gas) lawn sprinkler system H:\.Applications\Forms-Applications On Linc\2011 ApplicationsTombination Permit Application Revised 8-9-1 Ldocx Revised- August 2011 bh clothes washer shower Z-- water closet 3 t gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORM' ON – Scope of work (please provide detailed information):_1 InAJ. �,�cqj �reat—r rb_az_ --�t 7V gg-, Call before you Dig: 811 I Please refer to Public Works Bulletin #1 for fees and estimate sheet. I W4TER DISTRICT -E.. Tukwila El ... Water District 4125 ... Highline Renton n .. Letter of water availability provided SEWER DISTRICT Tukwila 9 .. Valley View ... Renton Seattle Sewer use certificate El ... Letter of sewer availability provided SEPTIC SYSTEM: F1 .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): F�kK. Civil Plans (Maximum Paper Size — 22" X 34") Technical Information Report (Storm Drainage) ... Geotechnical Report El ... Hold Harmless — (SAO) Bond R... insurance 0 ... Easement(s) ... Maintenance Agreement(s) El ... Hold Harmless —(ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): El.. Right -Of -Way Use - Potential disturbance El ... Construction/Excavation/Fill - Right -of -Way ... El -or- Non Right -of -Way.. Total Cut Cubic Yards F] ... Work In Flood Zone Total Fill Cubic Yards [:] ... Storm Drainage F� Sanitary Side Sewer F]... Abandon Septic Tank n Cap or Remove Utilities Ej... Curb Cut F] Frontage Improvements ... Pavement Cut F] Traffic Control ... Looped Fire Line El Permanent Water Meter Size ............... Wo # El Residential Fire Meter Size ................. WO # F] Deduct Water Meter Size ..................... n Temporary Water Meter Size .............. WO # F] Sewer Main Extension ..................... Public El or - Private El El ..Trench Excavation [:]..Utility Undergrounding El ..Backflow Prevention - Fire Protection Irrigation Domestic Water El.. Water Main Extension Public El - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) F� .. water 0.. sewer F-1 .. sewage treatment MONTHLY SERVICE BILLING TO: Name -:7't — Day Telephone: 2b& �jjj I Mailing Address: I Z,6 City State Zip' WATER METER REFUNDIBILLING: A -j---,- 'L� Day Telephone: Name: .57-2 4 n Mailing Address: t, v7A/ City State Zip H:\Applications\Forms-Applications On Linc\2011 ApplicationsTornbination Pemit Application Revised 8-9-1 I.docx Revised: August 2011 Page 3 of 4 bh I e [PERMIT APPLICATION NOTES kliCABLE TO ALL PERMTT� INTMS' ICATION—' 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 pennit 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. 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. PRO Signe Date: in Print Name: M 444,V 4L�c- , &-:, DayTelephone: Mailing Address: A Lk.:: 14, fm If 4- .. W�- F 7z?o City State Zip H:\Appli�tions\ForTns-Applications On Line\2011 ApplicationsTombination Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 4 of 4 bh A BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adju.,,, t estimated fees PROJECT NAME 13A L7:1M h -J I 51`JP_ ) PERMIT# 2 (<,_�D /2411 3-74 A,6 S, ) 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. 3 9 5. APPLICATION BASE FEE Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 1_5o — 500 /75-e 110o c) ,/000/ Z,4 qo f 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. TOTAL PLAN REVIEW FEE (B+C+D) Enter total excavation volume cubic yards Enter total fill volume cubic yards $250(l) . $ <i� _< - Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for I IT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for I IT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for I IT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ (4) (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01/15/16 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ $5 —(6) 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 113 to estimate the p vement mitigation fee. M I 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 10%) $1.00 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. 5b (8) QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for Pt 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 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,00 1 or more $919.00 for Pt 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 01/15/16 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A I Total A through E $ 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H . Transportation Mitigation L Other Fees DUE WHEN PERMIT IS ISSUED Total A through 1 (6+7+8+9+10+11) $ 113, 9) (10) 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. Temporary Meter 0.75" $300 2.5 $1,500 LDH�n Approved 09.25.02 Last Revised 01/15/16 3 WATER METER FEE .Jeiers Pe manent and Water Only N Size (inches) Insta ion Cascade WaterA'Iliance RCYC 01.01.20JC— 12.31.2016 Total Fee 0.75 $625 /$6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 -N,�,040 $50,865 3 $4425 $96,0"9@, $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 S312,775 Temporary Meter 0.75" $300 2.5 $1,500 LDH�n Approved 09.25.02 Last Revised 01/15/16 3 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,913.81 D16-0269 Address: 12611 37TH AVE S Apn:7345600810 $3,913.81 DEVELOPMENT $2,859.10 PERMIT FEE ROOO.322.100.00.00 0.00 $2,854.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 MECHANICAL $189.00 PERMIT FEE COMBOSFR ROOO.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR ROOO.322.100.00.00 0.00 $252.00 PUBLIC WORKS $443.50 BASE APPLICATION FEE ROOO.322.100.00.00 0.00 $250.00 PERMIT ISSLIANCE/INSPECTION FEE ROOO.342.400.00.00 0.00 $85.00 CONSTRUCTION PLAN REVIEW ROOO.345.830.00.00 0.00 $85.00 GRADING PERMIT ISSUANCE ROOO.342.400.00.00 0.00 $23.50 TECHNOLOGY FEE $170.21 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10045 ROOO.322.900.04.00 0.00 170.217 $3,913.81 Date Paid: Thursday, December 15, 2016 Paid By: MICHAEL R HIMPLE JR Pay Method: CHECK 1051 Printed: Thursday, December 15, 2016 10:10 AM 1 of 1 CRWSYSTEMS Date Paid: Monday, October 03, 2016 Paid By: MICHAEL R HIMPLE JR Pay Method: CHECK 1126 Printed: Monday, October 03, 2016 1:09 PM 1 of 1 CmmfsYSTEMS 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: 91-I'LL04wilyt DOIL-Dm6- Address: rz&m 5;-1,w,4v4 9, Date Called: Special Instructions: Date Wanted: �a.rn.' J-24,-18 ---P-ffr Requester: -3c>t 113hone No: 2z> Inspector: ate: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 0) -02 (27 1 Retain a copy with permit Dite INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 t94AIpproved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Inspector: )V5 1 Date. El REINSPECTION FEE REQUIRED, Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECOIRD. — 6?— Retain a copy with permitl Due 097 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: M�-21111MINI Type of Inspection: POOF- Address: 12(Q11 3-7,7w Av I- s,, Date Called: Special Instructions: Date Wanted, ;a 1-t-7-46 p.m. Requester: Phone No: &Artpq —1 Corrections required prior to approval. pproved per applicable codes. E COMMENTS: ?:>K — Rear 5t7�7*416 6K- 11P-0CA60()A /��A/1//Y&-- E] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD. -b;tt C, Retain a copy with permit pite 4 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: NA1—zg"'041N1 Type o Ins ction: /14T, I & rD�aLte Address: /?—(,// 377W 'Called: Special Instructions: Pate Wanted: p.m. Requester: Phone No: ImApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 6K — RborleAVLAI(Sr 1A1JV4.e+77e),A-1 I Inspector: 01-5 rate: 12-21Y-1";� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD [�� Ir 62 ,6,7 Retain a copy with permit I 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: 8:/kLzAte/WJ Type of Inspection: D Address: bate Called: / W/I '3'7',-tA AvVS Special Instructions: Date Want d- 7 7 M.- lReques)kr: Phone No: IInspector: 1 Date: //W/l I HREINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd- Suite 100. Cali to schedule reinspection. eA INSPECTION RECORD (5j Retain a copy with permi . 5�z6e? 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 , t ,Epiec : A - I-ZA I j UJ Type of Inspection: 6 1A/ -L Address: 12611 -7—jP j. I AvC' Date Called: Special Instructions: Date Wan -7W/ 7 p.m. Requestqf: Phone No: 50 Approved per applicable codes. El Corrections required prior to approval. nspector: -711PIl F] REINSPECTION FEE REQUIRED. Prior to next inspechon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedute 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 rol'�j i On Tyne of Inspection: Au� Ut Address: ) 2, C,- / / 3: 27 A Special Instructions: Date Wante p.m. lRequester/ Phone No: RApproved per applicable codes. Corrections required prior to approval. COMMENTS: AJb'T— k9eXbV Dat e-7// ,117 F-1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheduLe reinspection. INSPECTION RECORD 07 -q I * " Retain a copy with per.t Fb;&7o ?,(, INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: BALZACIVil R&I, TAe of Inspection: JJP6- )A&,1LA,-?-70A1 Address: L& // 37 Ave Date Called: Special Instructions: Date Wanted.-, a.m.. 17 p.m. Requester*/ Phone No: inApproved per applicable codes. E I Corrections required prior to approval. nspector: F—] REINSPECTION FEE REQUIRED. Prior to next inspecti'on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. INSPECTION RECORD (6) lRetain a copy with f Mit I D6, 62Zq I INSPeTION 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: AL 0-4 A) Z - ZA Type o Inspection: 9-A re' lk�� L) Address: L2 17' A ur �Ql �;7 Date Calted: Special Instructions: Date Wanted: W77 p.m. Requester:/ Phone No: Approved per applicable codes. Corrections required prior to approval. I Inspector: L-Nr� I Date. -7 JIM 7 1 REINSPECTION FEE REQUIRED. Pr ior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP 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 ject: RAI -240/4) T p of Inspgction: JA Address: Date Called: Special Instructions: Date W4antecC p.m. 11ZI -7 �Re ue te q s Phone No: ElApproved per applicable codes. Mcorrections required prior to approval. COMMENTS: 441 SSIAJ& J ,,-VQutA-t7c,xJ A -r CQUAJe-lie"-t AT- 1AVAAR-W &W. L41JSS/Ak� A, -r - F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION R.ECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: /2&// —r -?77g Date Called: Special Instructions: Date Wanted: a.m. 7-//-/7 Requester: Phone No: b(Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: spector: F-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 permltl'Dl� -62&9 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 Project: L1DJ—$W-1K Type of Inspection: / X & —RLS- Address: /,2�e// 3-h14 141/6 Date Called: Special Instructions: Date Wanted'. A�Eal -7-11-17 p.m. Requester: Phone No: kApproved per applicable codes. El Corrections required prior to approval. Inspector: uate: F-1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD - 1 C2) Retain a copy with permit [b)6 - 020 INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PrOC'ect Type of Inspection: erIA ^r6 - Address: Date Called: /&// 27-/7JA745- S Special Instructions: Date Wante '77 7 7 p.m. RequestV: Phone No: ElApproved per applicable codes. LAJ Corrections required prior to approval. COMMENTS: I &A.Zildez' -/A-r An- a v I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0/ INSPECTION RECORD. /6 - 02,6 Ot Retain a copy with permit � INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ElApproved per applicable codes. M Corrections required prior to approval. COMMENTS: ,41 Aj� &JI,%! /Z A -T- I A 7— 1AV,'Jbjf-K t'M, f3Y-AC1AJ9- hMXL5, ISCIU'2�J 6�keAC;� 10- 601 A'W1,VL!� r2auxij 6fEa—vAL )2aorA. I I Inspector: Date, /7 // Z f HREINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to scheduLe reinspection. INSPECTION RECORD ell Retain a copy with permit I NV-I�erl 0 N N 0. 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: &LAg'*-JAI Address: /2 (& // -3 -7774 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: F] REINSPECTION FEE REQUIRED. Prior to next inspe�tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaLl to scheclute reinspection. 103 1 INSPECTION RECO'RD. I'D/10 ��w INSPECTION NO. Retain a copy with permit PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A r 2 - z4 f 1411 ��IAWlyel C Type of Inspection: ) % L, i ; Y Y/Y 4; 01A 4 F Address: 124-11 :57774 Date Called: Special Instructions: Date Wanted, a.W, J Requester: Phone No: Inspector: 1�jy_s I ate: 5 2�-�l F� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD. "JI etain a copy with permit INVECTION 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, 194-4:0~1NI Type of Inspection: AWV/-/ff — Address: 49/ AV4 -5) Date Called: Special Instructions: Date Wanted Requester: Phone No: �RApprovecl per applicable codes. 1-1 Corrections required prior to approval. nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaLt to schedule reinspection. INSPECTION RECORD. -t>26 Retain a copy withT mitlDile INSPttITON NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: M1.21W,Yl Type of Inspection: IWA#-A 141A�14flV164X' Address: /.Z`&// 37771 Date Called: Special Instructions: Date Wanted- a. Requester: M I Phone No: 415- 19 Approved per applicable codes. E I Corrections required prior to approval. I ox- 1gtr-d1W1C19"L ;Z6o&11-tX1 I F] REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD. -02( Retain a, copy with permIt JP16 b? ] 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 o'ect* Ty—pe of inspection: Address: / 24p // 57-7�f AV19 5-�/ Date Called: Special Instructions: Date Wanted: 3-z4-17 p.m. Requester: Phone No: RApproved per applicable codes. Corrections required prior to approval. C014MENTS: ig) 0/k - PO4�� - W/f . t& S K Inspector: ate: 14/ 7 �� 5 F -D 7 Z REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD. 62,( Ile) Retain a copy with permit 07 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: AJ'4z'fR1'y1 Type of Inspection: Impalizor, Address: 12 &// ?771f II& Date Called: Special Instructions: Date Wanted: -3 - -.7-4-17 p.m. Requester: Phone No: kApproved per applicable codes. E] Corrections required prior to approval. COMMENTS: (OK- spector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD. 02601 Retain a copy with permit 7TION NO. INSP PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr , t: APA/1 AS Type of Inspection: Address: 1&1/ '117 A Date Called: Special Instructions: Date Wante —Re q- u—e s-tW Phone No: FlApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to scheduie reinspection. INSPECTION RECORD. Retain a copy with permit �W -02lo- 71 (nptTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Ty of I spection: SAL2, P 51kA77 Address: 4yr 12611 3-7/74 A Date Called: Special Instructions: Date Wanted: Requester: Phone No: PM Approved per applicable codes. 41 Corrections required prior to approval. F] REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permi . t INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: LAU- �5 Address: ,7 /74 A zg�F Date Called: Special Instructions: Date Wante 3 lRequestel: rK�� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD. —6 in iRetain a copy with permit �//-o '267 1 \JNSPECTION 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 I Inspector: K--(- - I Date: I- 2-y-- 1-7 1 M REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl. 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: "n44z'/)w/y/ /RdE5/0ff1/zx Ty—pe of Inspection: 1'<0-o"6- P)qDw- Address: Z 3 Z2&1 -7774 Ail—<, Date Called: Special Instructions: Date Wanted: a-gz, z1 -/ 7 (25 Requester: Phone No: FlApproved per applicable codes. Corrections required prior to approval. COMMENTS: -5 F,o PM ( (P 1—rou(:Ae' qt11'7"V?-J Pimf cr-W e REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedule reinspection. INSPECTION RECORD. - o Retain a copy with permit Ibi& INSPt-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 P o'ect: MZA0.'j' I T Inspection: Address: - '171 12,61 / -?-2 IF Date Called: Special Instructions:- Date Wante lRequestet: IPhone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r��r: 4��A4 Date: F] REINSPECTION FEE REQUIRED. Prior to next insp6ction.- 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 Pron'ect* L2 (21 AJ f Type 11 91,impection: Address: '-114A-yy7 a6i t g-7 Date Called: Special Instructions: Date Want 1 1-311? //26V -r-m. RequestEr: , M 1146 Phone No: W Approved per applicable codes. Corrections required prior to approval. K-Aj E I paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER Iv 62 - ()-4), y PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,A �! 1-1 Type of Inspection: .5pyo-i ev V-- A1�2-/-,/7-L, Address,.' Suite # : ("7 b (I S Contact Person: Special Instructions: Phone No.: Approved per applicable codes. FICorrections required prior to approval. COMMENTS: ^/67 J� C; Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: H rs.: F] $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aciaress Attn: Company Name: Address: City: State: zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 L-- C IVA INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspectiom Address: -7zl �7 Alir Contact Person: Suite #: Pre -Fire: Special Instructions: I Phone No.: I FlApproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto r: Date: ///0// in H rs.: t , U $1.00.00 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 INSPECTION RECORD Retain a copy with permit 40 INSPECTION NUMBER- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: P)q of ;kj Type of Inspection: CC, V 6, Address: suite #: Contact P&son: Special Instructions: Phone No.: N'A-pproved per applicable codes. FICorrections required prior to approval. COMMENTS: Sprinklers:. Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: V t c--r- AJ 0 K V6-),-2 tT-, t -- Needs Shift Inspection: Sprinklers:. Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: F—] $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Willing ACIaress Attn: Company Name: Address: city: state: zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 f 0 S 126TH ST TU IIWILA 7 SERVICE CONDUITS (D(2)-3 Ma E-jr-3 [3:'tZ3 SCIL POWER POLE# 62 12615 co CIO - > 12633 WE PLAN J 0 so 100 � I . . . =zt RELA1W SCAM IN FIXT 128TH ST FnFn (2)-3' SERVICE CONDUITS I III Iff (a \)I TO METER BASE I., 4'k4.W MN SCL POLM 62_DETAIL NITS 0033sommm MATERK STANDARDS: 6867,50, 7015-05, 7050,05. & 76a40. CONSTRUCTION SIANI)ARM- 0214.00. 0224.M U2-11.40, 0224.34, U12 -IA 0224.0ri, Im WdOtion that differ from spectiloations must be conastod & may cause 00illaimIl project costs and/or dalatia, OWIn permit to trench in PuWlc fight-al"wair. (2N) 433-0179 In City of Tukwila for PWMR Information, Enwhs conduits & service termination f0dft Will Ad d"QW enter Into building. failing service conduits or equipmom at elevations that Will Prevent water from entering serviloo Cquipmenit or buthaft CONSIPAIL" MA7BRAijk, Us* *** SCL approved manufalcuoilers, Phums Sentayho Butinukh 6001TINI Swvz* 00offlIaltdid: - (X16) 386-1694, In advance of construction Inoterials. me, I �-C-d= - refer to get belloor or Material Standard, 7015.0& Note manufacturer 611440601151 for PVC fernift adoplare, 7- Conduit Bonds - Golvanind Steel Mat'll SW 7050.05 Clean and mandral the conduits Ithen h" a 1110L polyi6stsr or Aromilif Pull tape of 2,500 lb. minbrium tainalle Z;��hm atr equal; City Ught Stala No. 012293 and 012480 In such comilull. detectable underground r"DfMflg " ocoordIN to SCL Comobuctlon Oukiloillne 1,12-1111.40. install two 3-inth PVC SCH-40 service conduits from SCIL pole# 62 to customers meter base in accordance with SCIL Construction Standards 0214.00, C22t.07, 1,12-il-40, 0224.34, U12-1.3. & 0224.05 as shown an SIMPLAN &MEDEIAIL Specific Requilremardw & Conduit shoH be installed In Right-of-way and private property to be served. EL Joints $hall r000t squarely, without gaps, C, Conduit depth to be 36 -Inches minimum in Right -of -Way, and 24 -inches minimum In private property. D. Bonds shag be Galvanized Rigid Steal. (3 -foot rodus) E. A mo)dmum of 270' of beads is allowed in each conduit run, including bend at the base of the pole & meter base. F. PVC SCH-40 conduit (ID -ft sections) shall not be bent more than 15* (8" deflection at end), 0. Use COF backfill far street crossing and comply with current city standard specifications. Note: First 10' up SCL pole# 62 shall be rigid steel conduit per 0224.34 as shown on KM FM & ppLEDM, INSKCTION: W —must Inspect power facility intstallatortis & back -fill Triaterial. Phone Santoyhu Bulbula Electrical Seirivice, RepresentaUM (206) 386-1694, two business days in advance to schedule field Impeatione for the following: 11. Inspect conduits before covering 2. Inspect mandrels of conduits before covering. 3. Inspect back-fllf material before covering. 90111111111M INSIALL V AWE GROUla USE TIVIEE "401V LAS som 4M Ifiel ME (WJT"_� camm I= (INNAMM Note, tom FIRST IC? wNsix v= 0 Poix a FIMM TROM ivIrw1w. AM MAN 7ME gloatielp UW. USE vm PIPE WRAP, VA am. ML BEME YOU DO M LOCKIE E11119W L40ERGRMM VITUTIES M BUSINESS DAYS IN AMMCE IQNa 00. OW CALL I -800444M AMtM A0DRESk 126111 37TH AVE 3 WC VOILA VOLTAGE 120/24OV. 10. 3* M 8000 AMPS %T METER SAM Ep 0 EL [9 RECEIVED OCT 2 0 2017 TUKWILA PUBLIC WORKS L s Mc oi z �o I OCT 2 0 2011 City of Tukwila PUBLIC Works =L' Arl t) 1 6 iblow 6 2 b I RECEIVED OCT 17 2017 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA OCT 19 2017 PERMITCENTER SR# 1713317 Isn wileaur" 1`0111h, METER BAN RMT910-1 _5�TE D Seattle City Light RESIDENTIAL - SINGLE FAMILY HOME OF DR11MIN: 14M 10/5/2017 FW_wrH_AA UNDERGROUND SECONDARY SERVICE - I I DistribulJon Engineenng iv CHECK 200A. 12Q/24OV, 10,.3W 171202, AM APKWAOM ROMMR&EAMECITTIJONT m sdammu TUKWILii M. MUMIN (205) 613-0662 _1 12611 37TH AVE S _�r jr=jax 12015) 3B6-1!69�4!fl DRAMIM1,10. IREV. 10/23/4 0 Ep 0 EL [9 RECEIVED OCT 2 0 2017 TUKWILA PUBLIC WORKS L s Mc oi z �o I OCT 2 0 2011 City of Tukwila PUBLIC Works =L' Arl t) 1 6 iblow 6 2 b I RECEIVED OCT 17 2017 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA OCT 19 2017 PERMITCENTER Jf V W7. t', O�x + � 1 47 j e�', DOWNSPOUT (FLEXIBLE OR RIGID PIPE) CONNECT TO BLD'G. ROOF DRAIN — SLOPE FINISH GRADE AWAY FROM FOUNDATION 2% MIN. (1/4": 12") ____\ 4" RIGID, NON -PERFORATED DRAIN PIPE - DO NOT CONNECT WITH FTG. DRAIN LEADER SILT. BARRIER (BLO-G. PAPER, FILTER FABRIC OR POLYETHELENE FILM) WASHED ROCK'(MIN. 314" DIM.) W/ MIN. 12" COVER @ TOP SIDES AND BTM. — CRAWL SPACE NOTE CONFjRM WITH BLD'G. OFFICIAL ANY SPECIAL REQUIREMENTS FOR WATER RUNOFF AND STORM SEWER HOOK4 CORRIGATED DRAIN PIPE T TT. MIN. 4`RIGID, PERFORATED W Imm "I --ti, C) -rF F__ t77 __ 6 zj)_ tj cl, Nie 49 1cp" / .411 z_7 4— _�z RECEIVED CITY OF TUKWILA 0 CTI 9 2017 SM 12611 37TH AVE S 98166 LAd:d I . - I ress i*�IVERTON ADD LOT 2 TUKWILA �.P L15-0002 REC#201506039( 107 SO SP BEING E 110 FT OF [�ga' LOTS 1-2-3 BLK 10 S D _. A - DID . ..... -CENTER kRMiT The Hudson Residenc 1h 12611.37 Ave S Tukwila, WA Od 2AIVED OCT 2 0 2017 J. - TUKWILA PUBLIC WORKS FIE 2- >1 4 6- OVI + 0 op, 6 DOWNSPOUT (FLEXIBLE OR RIGID PIPE) CONNECT TO BLD'G.ROOFDRAIN — SLOPE FINISH GRADE AWAY FROM FOUNDATION 2% MIN. (1/4": 12") 4" RIGID, NON -PERFORATED DRAIN PIPE - DO NOT CONNECT WITH FTG. DRAIN LEADER — CRAWL SPACE SILT. BARRIER (BLD -G. NOTE I PAPER, FILTER FABRIC OR CONFIRM WITH BLD'G. I POLYETHELENE FILM) 0 C, OFFICIAL ANY SPECIAL R Q I 'ENTSFOR EQUIRE-ENT� WASHED ROCK (MIN. 3/4" DIM-) W T R R U 0 WATE RUNOFFAND W/ MIN. 12" COVER @ TOP IS 'T, W R E ER HOOK-UP! SIDES AND BTM MIN. 4" RIGID, PERFORATED. CORRIGATED DRAIN PIPE IEEw r�F-,Ll [�—=,m r=p ,+',' - ,1— A , - V .1. A y Fri "i t5 lw— PK-�r�t5V r 3 L IF— - /7 0 r V rr 1,6:9r A F -E.& = -7 -T-2-e2 RECEIVED 5 R—tt,4�t CITY OF TUKWILA g5 - DEC 0 6 2016 &ENEX FOR C PILIANC5 L-A-)VAt,SC-ae, 9-1-2—tV A000nvom PERMIT CENTER Site 12611 37TH AVE S 98168 Address DEC 0 9 26% RIVERTON ADD LOT 2 TUKWILA, Legal �,P L15-0002 REC #2015060390 1007 SO SP BEING E 110 FT OF CIO 11 1 REC",1 \1 LOTS 1-2-3 BILK 10 SO ADD City of Tukwila Ll IR4--j- The. Hudson ResidenC@�UILDING DIVISION., 12611 .37" Ave S Tukwila, WA J# - .0 WindoW, Skylight and b0or Schedule Projebt Intorm6ti6n. Hudson residence 12611 37th Ave S Tukwilla Exemot Swinging I)qor (24 sq. ft. rnax.) !E�erhpt 61a26d reinestrati I on (15 sq. ftl hl'bx;. Vertical. Fenest - ration (Windows. and doors)l Componei.nt Doscril P= D bohtacl ition Width His�.ight Inc h R6f, Ulfaictor Feet Qt., Feet )nch Ref. Ufac*tor Width Height Inch inch Feet Feet . CEN F TO 03 . �%rea UA Area UA CENTER Proscriptive Energy Code Compliance for All�Climate Zones in Wash : ingtOh Project Inform.ation Contact Infonnation' RT e son Residence Rad 2812 Colby 12 - 11 3, th Ave S tukwila, WA everett, WA This pr6jec.t.wi.11 Use ihe.requirements of the Prescriptive Path below and incorporate the the minimum Values listed. In addition- based on the size of the strudtur the appropriate number of additional credits are checked as chosen by the. permit. applicant. Authorized 'Representative *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits El 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 greater than 500 square feet of heated floor area but less than 1500 square feet. El 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. El 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. El 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la All Climate Zones 0.5 Ib R-Vefluoa U-Factora Fene,strati . on U- . Factorb n/a 0.30 �kyiidht U`-Fact6ir n/a 0.50 Glazed FeneMr8tion SHG CI.e n/a n/a deilingl� 49i 0.026 Wood.Frame W6,lg.m,n 21 int 0.056 ,Ws . s . Wal I I RmValue' 21/21 h 0.056 Floor. . . . . . . 309 0.029 Below Girade Wallc-ml 10/15/21 int + TB 0.042 8 . a bd R-Va(u6 &:Dbpth 10, 2 ft q n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits El 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 greater than 500 square feet of heated floor area but less than 1500 square feet. El 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. El 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. El 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Effici6nt Building Envelope la 0.5 Ib Efficieht Building EpVel6pe lb 1.0 ic Efficient Building Envelope 1c 2.0 ld Efficient Building Envelope id 0.5 2a, Air Leakage Control and Efficient Vbntilati6ri 2� '0.5 2b Air Leakacje Control and Efficient'Ventilation 2b 1.01. 2,c Air. Leakage, Control and Efficient Ventilation 2c 1.5 3a High Effici.eficy.HVAC 36- 1.0 3b High Efficiency HVAG 3b 1.0 3c High.Efficiency HVAC 3c 1.5, High -Efficiency HVAC 3d 1.0 4 High Effidiency.HVAC.:Pistribution System 1.0 5a Efficient Water Heating .5.a . 0.5 5b Efficient Water Heating 5b 1.0, 5c Efficient Wat r Heating 6c 1.5 5d Efficient Water Heating 5d 0.5' 6 R.enewa6leElectric Energy 0.5 Total Credits *Please refer to Table R.406.2 for complete option descriptions El D El El El 11 1.0 11 El 0 11 El El 1.5 1*1200 kWh 0.0 2.50 Sum.of Vertibal Fenestration Area and.UA Vertical Fenestration Area Weighted U = UAIArea Ov6rhead Glazibg (Skyli Comp -orient Description Ref... U -factor Width Height kch Inch Qt-. Feet - - Feet, .. Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = U AlArea total Sum of Fenestration, Area and UA' (for heating system sw g cal in Culatiops) 8 . 25.7 9290 Area UA L325.71 � �9�00 Table R402.1.1 Footnotes For.Sk 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. C 1110/15/21.+T13" 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 exterio 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. '713" means thermal break between floor slab and basement wall. d 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 Reserved. Reserved. Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. j Reserved. k For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38. I Reserved. M Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. ,Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) a �C_CA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to deten ine 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 2015 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. 'fujuw 1111U11110LIU11 uontact intormation [12611 37th Ave 5 IRAD r,T.k,(,Ia, WA 12812 Colby Ave Everett, WA Heating System Type: 0 All Other Systems 0 Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (AT) 46 Tukwila AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazinq and Doors Instructions Skylights Instructions Insulation Conditioned Volume Attic 15,428 Instructions ;9 Area UA Single Rafter or Joist Vaulted Ceilings 114.90 Instructions Select R -Value Area UA Above Grade Walls isee Fipure!) --- Instructions Select R -Value X Area Floors 9-6 8-7 Instructions X Area R-38 20,409 Below Grade Walls (see Figure i) X Len th Instructions Select R-valu e Slab Below Grade [see Figure i) X Len th Instructions Maximum Heat Equipment Output 28,573 Btu/ Hour WS,lect conditioning Slab on Grade (seeF�'g 1) Building and Duct Heat Loss X 1.25 for Heat Pump Instructions R-10 Perimeter Location of Ducts Instructions Unconditioned Space Figure 1. Above Grade 7 1.8157 U-Factor Conditioned Volume r 83 15,428 U -Factor X Area UA 0.30 114.90 U -Factor X Area UA 0.50 --- U-Factor X Area 0.026 7-8-477 U -Factor X Area No selection 7,664 U -Factor X Area No selection F 1.26-0-7 U -Factor X Area 0.025 9-6 8-7 U -Factor X Area No selection 20,409 F -Factor X Len th No election F -Factor X Len th 0.540 Maximum Heat Equipment Output Sum of UA Duct Leakage Coefficient 1.10 UA 22.02 UA UA UA 24.20 UA UA UA 75.60 236.72 Envelope Heat Load 10,889 Btu/ Hour Sum of UA X AT Air Leakage Heat Load 7,664 Btu I Hour VolumeX 0.6XATX.018 Building Design Heat Load 18,554 Btu/ Hour Air Leakage - Envelope Heat Loss Building and Duct Heat Load 20,409 Btu I Hour Ductsin unconditioned space: Sum ofBuilding Heat LossX 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 28,573 Btu/ Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) Beam Calculations for: The Hudson Residence 1261737 Ih Ave S Tukwila, WA Floor Loading - Live load = 40# Dead load = 15# Total 55# Roof Loading: Live load = 25# Dead load = 15# Total 40# Deck loading Live load 60# Dead Load 15# Total75# Residential Art of Design 2812 Colby Ave Everett, WA 4252522789 REVIEWE 'R D FO CODE COMPLIANCE APPROVED I DEC 0 9 2016 . City of Tukwila BUILDING DIVISION R r(z! ICOITY 0FTUKMLA OCT 03 20116 PERMIT CENTER BeamChek v2012 licensed to: RAD Design Reg # 5234-65712 Garage dr Date: 9121/16 Selection 3-118x 10-1/2 GL13 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Min Bearinq Area R1 = 4.1 in 2 R2= 4.1 in 2 (1.5) DL Defl= 0.22 in Recom Camber= 0.33 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 12.0 ft Reaction 1 LL 1650 # Reaction 2 LL 1650 # Beam Wt per ft 7.97 # Reaction 1 TL 2688 # Reaction 2 TL 2688 # Bm Wt Included 96 # Maximum V 2688 # Max Moment 8064'# Max V (Reduced) 2296 # TL Max Defl 1-1240 TL Actual Defl L / 314 LL Max DO L / 360 LL Actual Defl L/610 Section (in 3) Shear (in 2 TL Defl (in) LL Defl 57.42 32.81 0.46 0.24 40.32 14.35 0.60 0.40 OK OK OK OK 70% 44% 76% 59% Uniform LL: 275 Uniform TL: 440 =A Uniform Load A R1 2688 R2 = 2688 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Fc -L (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 275 Uniform TL: 440 =A Uniform Load A R1 2688 R2 = 2688 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. BearnChek v2012 licensed to.- RAD Design Reg # 5234-65712 Kitchen Floor BM Date: 9/21/16 Selection 5-1/8x 13-1/2 GLIB 16F -V2 HF/HF Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 10.2 in 2 R2= 10.2 in 2 (1.5) DL Defl= 0.21 in Recom Camber= 0.31 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 14.5 ft Reaction 1 LL 3625 # Reaction 2 LL 3625 # Beam Wt per ft 16.81 # Reaction I TL 5110 # Reaction 2 TL 5110 # Bm Wt Included 244 # Maximum V 5110 # Max Moment 18523'# Max V (Reduced) 4317 # TL Max Defl L/240 TL Actual Defl L / 319 LL Max Defl L/360 LL Actual Defl L / 516 Section (in2) TL Detl (in) LL DO 155.67 69.19 0.54 0.34 138.93 33.21 0.73 0.48 OK OK OK OK 89% 48% 75% 70% Uniform LL: 500 Uniform TL: 688 =A Uniform Load A R1 5110 R2 = 5110 SPAN = 14.5 FT Uniform and partial uniform loads are lbs per lineal ft. 1-13 (PSI) FV (PSI) L (PSI x m1l) �- C -L Reference Values 1600 195 1.4 500 Adjusted Values 1600 195 1.4 500 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 500 Uniform TL: 688 =A Uniform Load A R1 5110 R2 = 5110 SPAN = 14.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: RAD Design Reg # 5234-65712 Living Floor BM Date: 9/21/16 Selection 5-1/4x 11-1/4 2.OE TJ Parallam W.S. PSL Lu = 0.0 Ft Conditions NDS 2005 MinBearinqArea R1=5.3in 2 R2= 5.3 in 2 (1.5) DL Defl= 0.24 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 15.5 ft Reaction I LL 2790 # Reaction 2 LL 2790 # Beam Wt per ft 18.46 # Reaction 1 TL 3979 # Reaction 2 TL 3979 # Bm Wt Included 286 # Maximum V 3979 # Max Moment 15420'# Max V (Reduced) 3498 # TL Max Defl L/240 TL Actual Defl L/303 LL Max Defl L/360 LL Actual Defl L/496 Section (in 3) Shear (in') TL Detl (in) LL Ueti 110.74 59.06 0.61 0.37 63.35 18.09 0.78 0.52 OK OK OK OK 57% 31% 79% 73% Uniform LL: 360 Uniform TL: 495 =A Uniform Load A Z� R1 3979 R2 = 3979 SPAN � 15.5 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) L (psi X M11) [-c-L �Psi) Reference Values 2900 290 2.0 750 Adjusted Values 2921 290 2.0 750 CF Size Factor 1.007 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 360 Uniform TL: 495 =A Uniform Load A Z� R1 3979 R2 = 3979 SPAN � 15.5 FT Uniform and partial uniform loads are lbs per lineal ft. Structural Design Associates 2802 Rockefeller Ave. Everett, WA 98201-3774 Phone: (425) 339-0293 Fax: (425) 252-0916 STRUCTURAL CALCULATIONS LATERAL ONLY SDA Job # 7879 SEP 0 7 2016 THE HUDSON RESIDENCE 12617 37TH AVE S TUKWILA, WA September 7, 2016 b I V 0)4% 17 L t -In L�� REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 9 2016 City of Tukwila BUILDING DIVISION P. CE! �11 FE CITY OF TUK0LA OCT 0 3 2016 PER11,10IT CENTER THE HUDSON RESIDENCE September 7, 2016 1 SDA Job # 7879 1 ii Design Criteria Scope of Work: LATERAL ONLY Site Address: 12617 37TH AVE S TUKWILA WA Number of Stories: 2 j Engineer: I TG Hooting Composition 3.0 Sheathing 15/32" Plywood 1.5 Insulation Roll/Batt 3.0 Ceiling 1/2" GWB 2.2 Framing Trusses 2.2 Miscellaneous fixtures, mechanical, electrical, etc. 3.1 TOTAL DEAD LOAD: IF -15.0 r)sf ROOF SNOW LOAD: 11 25.0 �� Sheathing 3/4" T&G 2.3 Ceiling 1/2" GWB 2.2 Joists I -Joists 2.1 Beams 1.0 Miscellaneous fixtures, mechanical, electrical, etc. 1.4 TOTAL DEAD LOAD -71 12.0—p—s—f FLOOR LIVE LOAD.- 11 40.0 P Floor Covering Carpet/Hardwood/Tile 3.0 Sheathing 3/4" T&G 2.3 Ceiling 1/2" GWB 2.2 Joists I -Joists 2.1 Beams 1.0 Miscellaneous fixtures, mechanical, electrical, etc. 1 . TOTAL DEAD LOAD: 11 12.0 FLOOR LIVE LOAD: 11 40.0 �sf� Soil Bearing Capacity: 1500 psf Frost Depth: 18 i , n I THE HUDSON RESIDENCE September 7, 2016 SDA Job # 787 Type of construction: I Residential Location: 12617 37TH AVE S Applicable Building Codes: 12015IBC,ASCE7-10 TUKWILA, WA Work performed: F LATERAL ONLY WIND DESIGN: Ps = AlwPs30Kzt Exposure :FB� wind Exposure Category as set forth in Section 26.7.3 of ASCE 7-10 Wind Speed = Basic Wind Speed as used in Figure 28.6.1 of ASCE 7-10 Ps30 = Simplified design wind pressure for Exposure B, at h = 30 feet and for I = 1.0, from Figure28.6.1 A = Adjustment factor for building height and exposure from Figure28.6.1 of ASCE 7-10 KZT = Adjustment factor for increased wind speed due to a hill or escarpment Roof slope: Front/Rear tan -1 ( rise Flat run 12 = 0.0 degrees Number of floors: Left/Right tan -1 ( 12 � 22.6 degrees Mean Elevation Average uplift (F/R)= -17.4 psf Based on wind zones'G'and'H' Average uplift (R/L)=1 -15.7 psf Based on wind zones 'G' and 'H' End zone of wall End zone of roof Front/Rear FrontlRear Left/Right LeftlRight PS30 - A= 19.2 psf 25.3 psf B= -10.Opsf -1.3 psf PS 25.5 psf 33.6 psf -13.3 psf -1.7 psf Interior zone of wall Interior zone of roof FrontlRear LeftlRight Front/Rear Left/Right CC) Ps30: C 12.7 psf 17.5 psf D = -5.9 psf 0.2 psf PS 16.9 psf 23.3 psf -7.8 psf 0.3 psf Transverse WIND LOAD CALCULATIONS FRONT REAR XV 2ND FLOOR WIND ZONE A C C AVE. HEIGHT 4 4 4 AVE. WIDTH 10 24 24 Ps 25.54 16.89 16.89 0.00 0.00 0.00 abo o.00 o.00 0.00 0.00 0.00 SUBTOTAL 1021 1622 1622 0 0 0 0 0 0 0 b 0 TOTAL ',,�,265 lbs - ------------------------- ,EV IST FLOOR = WIND ZONE A C AVE. HEIGHT 10 10 AVE. WIDTH 10 40 Ps 25.54 16.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 2554 6756 0 0 0 0 0 0 0 0 0 0 TOTAL !9,310 lbs NOT USED WIND ZONE AVE. HEIGHT AVE.WIDTH Ps 0.00 0.00 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 10 lbs L--------------------------- i THE HUDSON RESIDENCE September 7, 2016 SDA Job# 7879 2 WIND LOAD CALCULATIONS LEFT RIGHT -rV 2ND FLOOR = IVIAL P4,V0V KJ5 I L ----------------------------- rvi in i mum net pressure controls. I me calculated pressure is less than the minimum net pressure, equal to 1 Opsf applied over the entire area. (ASCE 7-05 6.4.2, 1. 1) XV IST FLOOR = WIND ZONE A B C C D AVE. HEIGHT 10 7 10 5 7 AVE. WIDTH 5 5 25 34 27 Ps 33.64 0.00 23.33 23.33 0.32 0.00 0.00 0.00 abo 0.00 0.00 0.00 SUBTOTAL 1682 0 5833 3966 60 0 0 0 0 0 0 0 I W I PAL. i I I '�� I llj� NOT USED I%Jlmi- :U lu� p XAAXY-: 2ND FLOOR CALCULATIONS: Plate Height: 8.00 ft Total length of Shearwall in Shortest Line: 8.00 ft Length of Shortest Segment within Shear Line: 4.00 ft Length of Longest Segment in Shear Line: 4.00 ft MAIN FLOOR CALCULATIONS: Plate Height� 9.00 ft hortes Total length of Shearwall in S st Line 6.50 ft Length of Shortest Shearwall within Shear Line: 3.00 ft Length of Longest Wall in Shear Line: 3.50 ft NOT USED: Plate Height: Total length of Shearvirall in Shortest Line: Length of Shortest Shearwall within Shear Line: Length of Longest Wall in Shear Line: Tributary Area: Total Area: P 1.00 ASCE 7-05 12.3.4.2 b Tributary Area:F— -16---1 Total Area: P 1.00 ASCE 7-05 12.3.42 a Tributary Area: Total Area: 2.0 P NA THE HUDSON RESIDENCE September 7, 2016 SDA Job# 7879 3 All loads in pounds per square foot SEISMIC DESIGN: WALL DEAD LOAD 10 psf ROOF DEAD LOAD = 15.0 psf E = Eh + Ev FLAT ROOF SNOW LOAD 25psf UPPER FLOOR D.L. = 12.0 psf E = PQIE +.2SDSD QE = V = CsW RED. S.L. (20%�S,L.) 0 LOWER FLOOR D,L. = 12.0 psf FLOOR LIVE LOAD = .40.0 psf, p = 1.00 Site Class = D When the Site Class is not specified by Geotech, D will be assumed IE= 1 Importance factor as defined in Table 1.5.2 R 6.5 hn 27 Total height of structure V = 0.7SDSIEW / R SIDS = 2/3 SMS Ss = 1. SMS 151.0% V = 0.108 W Vmax= SDIIEW/TaR SMS = (Fa)(Ss) Fa = SIDS 100.7% E = 0.108 1IN Ta = 0.02hnO.75 SD1 = 2/3 SM1 S1 = SM1 = 84.8% Ta = 0.24s SM1 = (Fv)(SI) Fv = SD1 = 56,5% Cs 0,108 2ND FLOOR DIAPHRAGM LOADING: W (ROOF) = LENGTH WIDTH LO AD TOTAL 35 31 15.0 16275 15.0 0 15.0 0 15.0 0 15.0 1 0 1 - -Area= lUbb Sub -Total= 16275 W (FLOOR) = Area= 0 W (WALL) = LENGTH TRIB. HT LOAD � TOTAL 100 8 10.0 8000 10.0 0 MIMIM. R�#] Area= 800 NOTAPPLICABLE W (ROOF) = Sub -Total= 8000 TOTAL = 24275 lb Area= 0 W (FLOOR)= LENGTH WIDTH LOAD TOTAL 30 45.25 12.0 16290 12.0 0 12.0 0 12.0 0 1712.0 0 Area = I Jbd bub- I otal= 16290 W (WALL) = LENGTH TRIB. HT LOAD TOTAL Area= 690 Sub -Total= 6896 TOTAL= lb IST FLOOR DIAPHRAGM LOADING: W (ROOF) = LENGTH WIDTH LOAD TOTAL 45.25 7.62 10.0 3448 45.25 7.62 10.0 3448 15.0 10.0 0 1 0 10.0 0 10.0 0 Area= 690 Sub -Total= 6896 TOTAL= lb IST FLOOR DIAPHRAGM LOADING: W (ROOF) = LENGTH WIDTH LOAD TOTAL 31 22 15.0 10230 15.0 0 15.0 0 15.0 0 1 1 1 15.0 1 0 Area= bd2 W (FLOOR)= LENGTH W IDTH LOAD TOTAL 35 31 12.0 13020 12.0 0 12.0 0 12.0 0 12.0 0 Area = 1085----Sub-Total= 13020 W (WALL) =� Area = 1350 Sub -Total= 13500 TOTAL 36750 lb V (2ND FLOOR) = 108 x 24275 lb 2632 lbs V (IIST FLOOR) = .108 x 36750 lb 3984 lbs v .108x lb= lbs REDISTRIBUTE: TOTAL = 6616 lb Zv x p height Y -V x height E (2ND) = 2632 lb 19 50002 3984 lb 10 39841 E (IIST) = lb 0 TOTAL = 6616 lb TOTAL = 89842 E (2ND) = ZV x height x FV TOTAL - 3682 lbs ZV x height TOTAL E (IIST) = ZV x height x ZV TOTAL - 2934 Ibs ZV x height TOT7L_ E NOT USED 0 lbs THE HUDSON RESIDENCE ZV (2ND) = ZV (MAIN) = NOT APPLICABLE TOTAL = WIND (front -rear) 2559 lbs 5586 lbs 0 lbs 8145 lbs S mber 7, 2016 SUMMARY: WIND (left -right) 2448 lbs 6925 lbs 0 lbs 9373 lbs DIAPHRAGM SHEAR: 240 PLF Total diaphragm length = 35.0 ft Sub -diaphragm length =�� Diaphragm width = ZV (2ND) = 13,682 lbs V ZV(2nd) 3682 lb - 53 PLF (2)(width) 70 ft table 4.3Aof the AF&PASDPWS-2008 240PLF USE 15/32 CDX ROOF SHEATHING OR 3/4 T&G CDX SUBFLOORING CHORD: Sub -diaphragm length 35.0 ft Total -diaphragm length = 35.0 ft Sub -diaphragm width 35.0ft T M ZV x (diaphragm length) 3682 x 35ft B 8 x (diaphragm width) 8 x 35ft Top Plate Size: Species/Grade: HF #2--] Area = 8.25 in A2 Ft = 525 psi Load duration (CD) 1.60 Tallowable = Area x CD x Ft 6,930 lbs Since T allowable is greater than T applied OK SHEAR CAPACITY OF 10d COMMON NAIL 102 x Cd x p = 163 lbs # OF NAILS PER 4 FT SPLICE 460 lbs — 3 163 lbs USE 2X6 HF #2 TOP PLATE W/ (8) 10d COMMON NAILS PER SPLICE. 7879 1 SEISMIC 3682 lbs 2934 lbs 0 (bs 6616 lbs 0,0 ft 17.5 I't 460 lbs 2008 NDS THE HUDSON RESIDENCE I September 7, 2016 1 SDA Job# 7879 J_ 5 Lateral Calculation Key V = Shear, plf H = Height of shearwall L = Length of shearwall P1 = Weight of shearwall and connected framing P2 = Weight of adjacent wall T = V x H - 0.5P1 - P2 = Tension reaction to be resisted by holdown C = V x H + 0.5P1 = Compression reaction ASD Basic Load Combinations For calculation of tension and compression forces in compliance with ASCE 7-10 2.4.1 Tension Equations (Uplift) 7.0.61D +0.6 W 8. (0.6 - 0.14SDS)D + E -& (0.6 - 0.14SDS)D + 2.5 E Commession Eauations 5� D +0.6 W 5. (1 + 0.14SDS)D + E 6. D + 0.75(0.6W) + 0.75L + 0.75S 6. (1.0 + 0.105SDS)D + 0.75E + 0.75L + 0.75S 0.46 D + E 0.46 D + 2.5 E 1.14 D + E 1.11 D + 0.75 E + 0,75 L + 0.75 S -5. (1 + 0.14SDS)D + 2.5E 114 D + 2.5 E *6, (1.0 + 0.105SDS)D + 1.875E + 0.75L + 0.75S 111 D +1.875 E + 0.75 L + 075 S * Equations include overstrength factor. Note: The 0.7 factor for Earthquake loading has already been incorporated into the calculation of the lateral design force Eh, but not Ev. Therefore this factor has been omitted from equations 5, 6 and 8 where appropriate. P2 1PI TI C V = Shear, plf H = Height of shearwall L = Length of shearwall P1 = Weight of shearwall and connected framing P2 = Weight of adjacent wall T = V x H - 0.5P1 - P2 = Tension reaction to be resisted by holdown C = V x H + 0.5P1 = Compression reaction ASD Basic Load Combinations For calculation of tension and compression forces in compliance with ASCE 7-10 2.4.1 Tension Equations (Uplift) 7.0.61D +0.6 W 8. (0.6 - 0.14SDS)D + E -& (0.6 - 0.14SDS)D + 2.5 E Commession Eauations 5� D +0.6 W 5. (1 + 0.14SDS)D + E 6. D + 0.75(0.6W) + 0.75L + 0.75S 6. (1.0 + 0.105SDS)D + 0.75E + 0.75L + 0.75S 0.46 D + E 0.46 D + 2.5 E 1.14 D + E 1.11 D + 0.75 E + 0,75 L + 0.75 S -5. (1 + 0.14SDS)D + 2.5E 114 D + 2.5 E *6, (1.0 + 0.105SDS)D + 1.875E + 0.75L + 0.75S 111 D +1.875 E + 0.75 L + 075 S * Equations include overstrength factor. Note: The 0.7 factor for Earthquake loading has already been incorporated into the calculation of the lateral design force Eh, but not Ev. Therefore this factor has been omitted from equations 5, 6 and 8 where appropriate. THE HUDSON RESIDENCE UPPER FRONT I WEST ELEVATION Floor Info upper Lt -Rt I CDX I Roof 7 18.00 ft V(fron V(fro V(f ro E SHEARWALL Floor Level, g. Upper, Main, Lower Load Direction, e.g. Left -Right, Front -Rear (For Left Wall, Use Front-Rew Load Direction) Sheathing type Values from table 4.3A of the AF&PA SDPWS-2008 Resisting Dead Load (e g Roof, Upper Floor, Main Floor) Total Length of Shearwalls upper)= 2448 lb 3682 lb m main)= 0 lb 0 lb n lower)= 0 lb 0 lb (,Qtv5) = 2,448 lb 3,682 lb V = 68 PLF V = 102 PLF ber 7, 2016 1 SDA Job# 7879 1 6 WIND Tributary Width (Upper Floor) F-1 6-1tributary width — ]total width r 2 0 Tributary Width (Main Floor) F"Itributary width total width Not Used F"'Itributary width total width Height of Shearwa�! = 8.0 ft Length of Shearwa = 2.5 ft Use alternate R factor for seismic? SEISMIC Tributary Area (Upper Floor) =tributary area L��total area Tributary Area (Main Floor) tributary area F:�total area Not Used F:�tributary area total area Weight of hearw 11 10.0 IbsJ Tributary width for :e.d lo:d Length of adjoining wall AF&PA SOPWS-2008 (2w/h) x 0.93 x 230 = 134 PLF USE 1 CTOTAL= (floor above) + (this floor) = + 573 �bs 573 lbs Seismic controls TTOTAL= (floor above) + (this floor) = + 527 bs 527 lbs Load case 8 controls - Seismic ----------------------------------------------------------------------------------------- USE SIMPSON DESIGNED HOLDOWN: C Where overstrength factor is applicable, use this value for E in �jg 8 lbs _q�tions 5, 6, and 8: E= 81 OR AT FOUNDATION / INTERIOR -------------- - -- - ---- 1 11 UPPER REAR / EAST ELEVATION SHEARWALL WIND SEISMIC Floor Info Tributary Width (Upper Floor) Tributary Area (Upper Floor) upper—I Floor Level, e.g. Upper, Main, Lower F-1-0 Tributary width F—TO ]tributary area Lt -Rt Load Direction, e.g. Left -Right, Front -Rear F-20 ]total width 2.0 total area (For Left Wall, Use Front -Rear Load Direction) Tributary Width (Main Floor) Tributary Area (Main Floor) CDX Sheathing type tributary width F�total tributary area F"'Itotal Values from table 43A of the AF&PA SDPWS-2008 width area ROOF Resisting Dead Load Not Used Not Used (e.g. Roof, Upper Floor, Main Floor) 14.00 Total Length of Shearwalls tributary width F—Itotal width tributary area F'3otal area V(fronn upper)= 2448 lb 3682 lb Height of Shearwa '3'. Weight of Shearw 11 10.0 lbs V(from nri 0 Ito 0 lb Length of Shearwa�� 00 ft, Tributary width for dead lo:d V(from lower)= 0 lb 0 lb + 395 lbs 395 lbs Load case 8 controls - Seismic Length of adjoining wall E (QtvrS) = 2,448 lb E 3,682 lb Use alternate R factor for seismic? No V = 87 PLF V 131 PLF AF&PA SDPWS-2008 (2w/h) x 0.93 x 230 = 160 PLF USE I CTOTAL= (floor above) + (this floor) = + 736 736 lbs Seismic controls TTOTAL= (floor above) + (this floor) = + 681 bs 681 lbs Load case 8 controls - Seismic ----------------------------------------------------------------------------------------- iOWN: Where overstrength factor is applicable, use this USE SIMPSON DESIGNED HOLD CS14 value for E in equations 5, 6, and 8: E = 1052 lbs SE: L OR AT FOUNDATION / INTERIOR WALLS U LSTHD8/RJ UPPER LEFT / SOUTH ELEVATION SHEARWALL WIND SEISMIC Floor Info Tributary Width (Upper Floor) Tributary Area (Upper Floor) Upper Floor Level, e.g. Upper, Main, Lower F 1 0 '�tributary width 1.0 tributary area Ft-Rr Load Direction, e,g. Left -Right, Front -Rear +otal width F20 2.0 total area (For Left Wall, Use Front -Rear Load Direction) Tributary Width (Main Floor) Tributary Area (Main Floor) CDX Sheathing type tributary width tributary area F�total F'3otal Values from table 4.3A of the AF&PA SDPWS-2008 width area Roof Resisting Dead Load Not Used Not Used (e g. Roof, Upper Floor, Main Floor) 1 22.00 ft7 Total Length of Shearwalls tributary width tributary area P'3otal width F::�total area V(fronn upper)= 2559 lb 3682 lb 8.0 ft Height of Shearwa Weight of Sh:darwad1l 10.0 lb V(from nri 0 lb 0 lb Length of Shearwa�� Tributary width for d. I.. V(from lower)= 0 lb 0 lb Length of adjoining wall E (Dw6 2,559 lb E 3,682 ib Use alternate R factor for seismic? V 58 PLF V 84 PLF AF&PA SDPWS-2008 0.93 x 230 = 214 PLF USE 1 CTOTAL= (floor above) 4- (this floor) = + 469 lbs 469 lbs Seismic controls TTOTAL= (floor above) + (this floor) = + 395 lbs 395 lbs Load case 8 controls - Seismic ----------------------------------------------------------------------------------------- NO HOLDOWNS REQUIRED Where overstrength factor is applicable, use this value for E in equations 5, 6, and 8: E = 669 lbs THE HUDSON RESIDENCE I September 7, 2016 UPPER RIGHT / NORTH ELEVATION SHEARWALL WIND Floor Info Tributary Width (Upper Floor) Upper Floor Level, g. Upper, Main, Lower —_ ]tributary width F 1.0 Ft-Rr Load Direction, e.g. Left -Right, Front -Rear =total width (For Left Wall, Use Front -Rear Load Direction) Tributary Width (Main Floor) CDX Sheathing type tributary width [=Iotal Values from table 4.3A of the AF&PA SDPWS-2008 width Roof Resisting Dead Load Not Used (e.g Roof, Upper Floor, Main Floor) tributary width 24.00 Total Length of Shearwalls F=Itotal width V(frorn upper)= 2559 lb 3682 lb Height of Shearwal V(from main)= 0 lb 0 Ib Length of Shearwal� 8.0 ft V(from lower)= 0 lb 0 lb P'Itotal width E (0tv8) 2,559 lb Z (.Wt) � 3,682 lb Use alternate R factor for seismic? V = 53 PLF V = 77 PLIF Weight Of S:d rw:d SDA Job # 7879 1 7 SEISMIC Tributary Area (Upper Floor) F__1 -07tributary area =total area Tributary Area (Main Floor) tributary area F=3otal area Not Used tributary area F'=Itotal area Weight of Shearwall = F1 0 0 lbs] Tributary width for dead load = Length of adjoining wall = AF&PA SDPWS-2008 0.93 x 230 = 214 PLF USE 1 CTOTAL= (floor above) + (this floor) = + 430 �bs 430 lbs Seismic controls TTOTAL= (floor above) + (this floor) = + 283 bs 283 lbs Load case 8 controls - Seismic ------------------------------------------------------------------------------------------ NO HOLDO\AINS REQUIRED OK :J Where overstrength factor is applicable, use this value for E in 29H�!ions 5, 6, and 8: E = 614 lbs -------- : F MAIN FRONT / GARAGE SHEARWALL WIND SEISMIC Floor Info Tributary Width (Upper Floor) Tributary Area (Upper Floor) Main _� Floor Level, e.g. Upper, Main, Lower F —00--Itributary width F 0.07 tributary area Lt -Rt Load Direction, e.g. Left -Right, Front -Rear Ll�total width F-207total area (For Left Wall, Use Front -Rear Load Direction) Tributary Width (Main Floor) Tributary Area (Main Floor) CDX Sheathing type 1-1-60-1tributary width —_ ]tributary area F352 0 Values from table 43A of the AF&PA SDPWS-2008 F-62 0 ]total width L�E�Itotal area U/FL Resisting Dead Load Not Used tributary width tributary area 18.00 Total Length of Shearwalls P'Itotal width F:'—Itotal area V(from upper)= 2448 lb 3682 lb Height of Shearvval� = 9.0 ft Weight Of S:d rw:d V(from main)= 6925 lb 2934 lb Length of Shearwal = 9.0 If Tributary width for d. lo a V(from lower)= 0 lb 0 lb A, Length of adjoining wall (QIV6) = 9,373 lb E 6,616 lb Use alternate R factor for seismic? V = 99 PLIF V 32 PLF AF&PA SDPWS-2008 1 .4 x 0.93 x 230 = 299 PLF USE CTOTAL= (floor above) + (this floor) = + 894 894 Wind controls TTOTAL= (floor above) + (this floor) = + 651 bs 651 bs Load case 8 controls - Wind USE SIMPSON DESIGNED HOLDOWN: CS Where overstrength factor is applicable, use this value for E in equations 5, 6, and 8: E = 292 lbs i OR AT FOUNDATION / INTERIOR WALLS USE: LSTHD8/RJ ----------------------------------------------------------------------- --------- MAIN FRONT / HOUSE SHEARWALL WIND Tributary Width (Upper Floor) tributary width F-2 0 ]total width Tributary Width (Main Floor) F_1_60�tributary width L��Itotal width Not Used P'4tributary width otal width Height of Shearwal! = 9.0 ft Length of Shearwal = 1 2,8 ft Floor Info Main Lt -Rt I CDX I U/FLR I 14.00 V(fron V(fro V(fro Floor Level, g. Upper, Main, Lower Load Direction, e.g. Left -Right, Front -Rear (For Left Wall, Use Front -Rear Load Direction) Sheathing type Values from table 4.3A of the AF&PA SDPWS-2008 Resisting Dead Load (e g Roof, Upper Floor, Main Floor) Total Length of Shearwalls upper)= 2448 lb 3682 lb m main)= 6925 lb 2934 lb n lower)= 0 lb 0 lb (Qtv5) = 9,373 lb E ( 'E.U.X') 6,616 lb v = 215 PLF V = 196 PLF AF&PA SOPWS-2008 (2w/h) x 0.93 x Use alternate R factor for seismic? 360 = 205 PLF SEISMIC Tributary Area (Upper Floor) F _16 ]tributary area F— �total area 2 0 Tributary Area (Main Floor) 5 5420 � . il tributary area 1762.0 total area Not Used tributary area F�total area Weight of Shea'wa'I F10 0 lbr, Tributary width for dead load Length of adjoining wall USE 2 UPPER CTOTAL= (floor above) + (this floor) = 573 + 1936 Ibs 2509 lbs Wind controls TTOTAL= (floor above) + (this floor) = 527 + 1861 lbs 2388 lbs Load case 8 controls - Wind ----------------------------------------------------------------------------------------- USE SIMPSON DESIGNED HOLDOWN: Where overstrength factor is applicable, use this i value for E in equations 5, 6, and 8: E = 1764 lbs : OR AT FOUNDATION / INTERIOR WALLS USE: ----------------------------------------------------------------------------------------- ! A . . . THE HUDSON RESIDENCE GARAGE REAR SHEARWALL Floor Info MAIN Floor Level, e.g. Upper, Main, Lower Lt -Rt Load Direction, e.g, Left -Right, Front -Rear total area (For Left Wall, Use Front-Reai Load Direction) CDX Sheathing type F__ ]tributary 352 0 Values from table 4.3A of the AF&PA SDPWS-2008 UIFL Resisting Dead Load total area (a g. Roof, Upper Floor, Main Floor) 14 00 ft I Total Length of Shearwalls V(from upper)= 2448 lb 3682 lb V(from main)= 6925 lb 2934 lb V(from lower)= 0 lb 0 lb S Weight of In a ' ": Z (Qtv6) = 9,373 lb E 6,616 lb Tributary width for d :d lwo:d . V = 128 PLF V 42 PLF September 7, 2016 WIND Tributary Width (Upper Floor) F-0-0 _�tributary width =total width Tributary Width (Main Floor) F-1 6_0�tribut.ry width F62 0 ]total width Not Used tributary width F--':'Itotal width Height of Shearwall = Length of Shearwall = Use alternate R factor for seismic?F—No ,F&PA SDPWS-2008 1.4 x 0,93 x 230 = 299 PLF CTOTAL= (floor above) + (this floor) = TTOTAL= (floor above) i- (this floor) = -------------------------------------------------------------------------------------- Where overstrength factor is applicable, use this : ......... value for E -in equations 5, 6, and 8: ------------ E_ 376 lbs MAIN REAR / FAST ELEVATION SHEARWA Floor Info Main Floor Level, g. Upper, Main, Lower Lt -Rt Load Direction, e.g. Left -Right, Front -Rear (For Left Wall, Use Front -Rear Load Direction) CDX Sheathing type Values from table 4.3A of the AF&PA SDPWS-2008 U/FLR Resisting Dead Load (e g Roof, Upper Floor, Main Floor) 14.00 ft Total Length of Shearwalls V(from upper)= 2448 lb 3682 lb V(from main)= 6925 lb 2934 lb V(from lower)= 0 lb 0 Ito E (-Qtv8) � 9,373 lb Z (Ewl) = 6,616 lb V= 215 PLIF V= 196 PLF SDA Job # 7879 1 8 SEISMIC Tributary Area (Upper Floor) Floor Level, e.g. Upper, Main, Lower F-70 - ]tributary area Load Direction, e.g. Left -Right, Front -Rear total area (For Left Wall, Use Front -Rear Load Direction) Tributary Area (Main Floor) Sheathing type F__ ]tributary 352 0 area Roof Resisting Dead Load total area (9 g Roof, Upper Floor, Main Floor) Not Used Total Length of Shearwalls tributary area V(from main)= 5586 Ito 2934 lb total area S Weight of In a ' ": 10.0 lbs Tributary width for d :d lwo:d . 6. Length of adjoining wall 5.0 ft 14 USE 1 * 1149 lbs 1149 lbs Wind controls * 482 lbs 482 lbs Load case 8 controls - Wind NO HOLDOWNS REQUIRED OK WIND Tributary Width (Upper Floor) F—TO �tributary width F 2-0 �total width Tributary Width (Main Floor) F-1 6.70tribut.ry width F-62.7o.t.tal width Not Used F:�tributary width total width Height of Shearwall = 9.0 ft Length of Shearwall = 3.0 ft Use alternate R factor for seismic?F--N. 7 �F&PA SDPWS-2008 (2w/h) x 0.93 x 360 223 PLF CTOTAL= (floor above) + (this floor) = 736 + TTOTAL= (floor above) + (this floor) = 681 + ---------------------------------------------------------------------------------------- Where overstrength factor is applicable, use this value for E in equations 5, 6, and 8: 1 764 1 bs MAIN LEFT / SOUTH ELEVATION SHEARWALL Floor Info MAIN Floor Level, e.g. Upper, Main, Lower Ft-Rr Load Direction, e.g. Left -Right, Front -Rear (For Left Wall, Use Front -Rear Load Direction) CDX Sheathing type Values from table 4.3A of the AF&PA SDPWS-2008 Roof Resisting Dead Load (9 g Roof, Upper Floor, Main Floor) 15.00 Total Length of Shearwalls V(from upper)= 2559 lb 3682 Ito V(from main)= 5586 Ito 2934 lb V(from lower)= 0 lb 0 lb (0tva) = 8,145 lb E 6,616 lb v = 214 PLF V 183 PLIF SEISMIC Tributary Area (Upper Floor) 1.0 tributary area total area Tributary Area (Main Floor) 542.0 tributary area 1762.0 total area Not Used tributary area total area Weight of Sh ar a" Tributary width for cle :d Iw.d Length of adjoining wall USE 2 11936lbs 2672lbs 1855lbs 2536lbs Wind controls Load case 8 controls - Wind USE SIMPSON DESIGNED HOLDOWN: MST48 OR AT FOUNDATION / INTERIOR WALLS USE: STHD10/RJ 71 WIND Tributary Width (Upper Floor) r —Io—Itributary width 2 0 ]total width Tributary Width (Main Floor) r 17 70tributary width 49 0 ]total width P:3tributary width otal width Height of Shearwa(l = 9.0 It Length of Shearwall = 3.0 ft Use alternate R factor for seismic? F No ,F&PA SDPVVS-2008 (2w/h) x 0.93 x 360 = 223 PLF SEISMIC Tributary Area (Upper Floor) 1.0 tributary area 2.0 total area Tributary Area (Main Floor) 542.0 tributary area 1762.0 total area Not Used tributary area total area Weight of Shea -all 10 11) IbF Tributary width for d ead I.a d Length of adjoining wall USE 2 CTOTAL= (floor above) + (this floor) = 469 + 1930 lbs 2399 lbs Wind controls TTOTAL= (floor above) + (this floor) = I + 1849 lbs 2234 lbs Load case 8 controls Wind ---------------------------------------------------------------------------------------- USE SIMPSON DESIGNED HOLDOWN: FF CS14 Where overstiength factor is applicable, use this value for E in equations 5, 6, and 8: E = 1646 lbs SE- I- OR AT FOUNDATION / INTERIOR WALLS U LSTHD8/RJ ------------------------------------------------------------------------------ THE HUDSON RESIDENCE MAIN RIGHT / NORTH ELEVATION SHEARWALL Floor Info Main Floor Level, e.g. Upper, Main, Lower Ft-Rr Load Direction, e.g. Left -Right, Front -Rear Ft-Rr (For Left Wall Use Front -Rear Load Direction) CDX Sheathing type CDX I Values from table 43A of the AF&PA SDPWS-2008 U/FL Resisting Dead Load Roof (e g Roof, Upper Floor, Main Floor) 18.00 ft: I Total Length of Shearwalls V(Ifrom upper)= 2559 to 3682 lb V(from main)= 5586 ib 2934 lb V(from lower)= 0 lb 0 lb V(fronn main)= 5586 lb 2934 lb Z (0tv8) = 8,145 lb Z (Eux) = 6,616 lb V = 179 PLF V = 152 PLF ,F&PA SDPWS-2008 September 7, 2016 WIND Tributary Width (Upper Floor) F_J_T�tributa,y width r 2 01total width Tributary Width (Main Floor) F-17-0 �tributary width f --- ]total width 49.0 Not Used Ftributary width �totai width Height of Shearvva�� = 9.0 ft Length of Shearwa = " , 9'.' P�4'- ':�' Use alternate R factor for seismic? 0.93 x 230 = 214 PLIF SDA Job# 7879 1 9 SEISMIC Tributary Area (Upper Floor) F_ 107 ]tributary area total area Tributary Area (Main Floor) 542.0 tributary area 1762.0 total area Not Used I ributary area total area Weight of Shea -a" Tributary width for dead load Length of adjoining wall USE 1 J.. ,, In 2039 lbs Wind controls CTOTAL= (floor above) + (this floor) = F 430 1 1609 lb. TTOTAL= (floor above) + (this floor) = + 1123 lbs 1406 lbs. Load case 8 controls - Wind vV n 1 hoiao� - -Jq --------------------------------------------------------------------------------------- USE SIMPSON DESIGNED HOLDOWN: Where overstrength factor is applicable, use this i ::1 value for E in equations 5, 6, and 8: E = 1372 Itis OR AT FOUNDATION / INTERIOR WALLS �J LSTHD8/RJ I USE: GARAGE Floor Info 352.0 Floor Level, e.g. Upper, Main, Lower Ft-Rr Load Direction, e.g. Left -Right, Front -Rear total area (For Left Wall, Use Front -Rear Load Direction) CDX I Sheathing type tributary area Values from table 4.3A of the AF&PA SOPWS-2008 Roof Resisting Dead Load Weight of Shearwall = (e g Roof, Upper Floor, Main Floor) Tributary width for dead load = Total Length of Shearwalls V(from upper)= 2559 lb 3682 lb V(fronn main)= 5586 lb 2934 lb V(frorn lower)= 0 lb 0 lb E (Qt\,S) = 8,145 lb Z (El-tz) = 6,616 lb total area V = 125 PLF V = 58 PLIF WIND Tributary Width (Upper Floor) F_6_6_�tributary width F__2.67 total width Tributary Width (Main Floor) F -I _10- ]tributary width F497,0 total width Not Used F:3tributary width otal width Height of Shearwall = 9.0 ft Length of Sheanivall = 2.7 ft � i� I ., "e'f -1 Use alternate R factor for seismic? Tributary Area (Upper Floor) 0.0 tributary area 1 2.0 Itotal area Tributary Area (Main Floor) 352.0 tributary area 0.0 tributary area total area 2.0 Not Used tributary area total area tributary area Weight of Shearwall = 10.0 lbs Tributary width for dead load = Length of adjoining wall = �F&PA SDPWS-2008 (2w/h) x 0.93 x 230 = 126 PLF USE 1 '� -�� " , : �'� r , �; ��r , i. if- 3�.' CTOTAL= (floor above) + (this floor) + 1129 lbs 1129 lbs Wind controls TTOTAL= (floor above) + (this Roo 4 849 lbs 849 lbs Load case 8 controls - Wind --------------------------------------------------------------------------------------- I �� "J -'�) - S I J�' — Where overstrength factor is applicable, use this USE SIMPSON DESIGNED HOLDOWN: FF CS14 value for E in equations 5, 6, and 8: E 526 lbs I OR AT FOUNDATION / INTERIOR WALLS USE: 11 LSTHD8/RJ UAKIAUt Ltt- I 'SlUt bHtARWALL Floor Info Floor Level, g. Upper, Main, Lower Ft-Rr Load Direction, e.g. Left -Right, Front -Rear (For Left Wall, Use Front -Rear Load Direction) CDX Sheathing type Values from table 43A of the AF&PA SDPWS-2008 U/FL Resisting Dead Load (e g Roof, Upper Floor, Main Floor) 31,00 ft Total Length of Shearwalls V(from upper)= 2559 lb 3682 lb V(from main)= 5586 lb 2934 lb V(from lower)= 0 lb 0 lb E (01va) = 8,145 lb E (ZpX) - 6,616 lb V = 40 PLF V = 19 PLIF WIND Tributary Width (Upper Floor) _00_�tributary width __ ]total width 20 Tributary Width (Main Floor) F-1 _16 -Tributary width F— �total width 49 0 Not Used [::::tributary width �total width Height of Shearwall = 9.o R Length of Shearwall = Use alternate R factor for seismic? ,F&PA SDPWS-2008 1 .4 x 0.93 x 230 = 299 PLF CTOTAL= (floor above) + (this floor) = + 364 lbs TTOTAL= (floor above) + (this floor) = + -983 lbs ------------------------------------------------------------ I --------------------------- Where overstrength factor is applicable, use this value for E in equations 5, 6, and 8: E = 170 lbs --------------------------------------------------------------------------------------- SEISMIC Tributary Area (Upper Floor) 0.0 tributary area 2.0 total area Tributary Area (Main Floor) 352.0 tributary area 1767.0 total area Not Used tributary area total area Weight of Shearwall = 10.0 lb Tributary width for dead load = Length of adjoining wall = USE 1 364 lbs Wind controls -983 lbs Load case 8 controls - Seismic NO HOLDOWNS REQUIRED OK QDCity of Tukwila Department of Community Development 12/1/2017 MICHAEL R HIMPLE JR 419 AVE E SNOHOMISH, WA 98290 RE: Permit No. D 16-0269 BALZARINI RESIDENCE 12611 37TH AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/14/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/14/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Rip ey Permit Technician File No: D 16-0269 6300 Southcenter Boulevard Suite #100 * Tukwila, Washington 98188 * Phone 206-431-3670 * Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director October 11, 2016 MICHAEL R HIMPLE JR 419 AVE E SNOHOMISH, WA 98290 RE: Correction Letter # I COMBOSFR Permit Application Number D 16-0269 BALZARINI RESIDENCE - 12611 37TH AVE S Dear MICHAEL R HIMPLE, JR, 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 I x 17 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" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. On a site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. The detail shall specify dimensions for a discharge trench or where the discharge pipe shall terminate to an approved discharge storm drain. Roof drains and footing drains shall tight line separately to a discharge system or facility. The intent is that groundwater will not accumulate in the crawl space. (IRC R401.3, R405. 1, R408.6) 2. A demo permit shall be required for the existing building to be removed. This permit shall not be issued until the demo permit has received final inspection. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. Provide a Letter of Water Availability from Water District 125. Provide a Letter of Sewer Availability from Valley View Sewer District. 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. 6300 Southcenter Boulevard Suite #100 0 Tukwila Washington 98188 * Phone 206-431-3670 9 Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0269 6300 Southcenter Boulevard Suite #100 * Tukwila Washington 98188 9 Phone 206-431-3670 e Fax 206-431-3665 A - indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D16-0269 Grantor: Tom Balzarini, an individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 37"' Ave. South and adjacent to 1261137 th Ave. South. Abbreviated Work Description: Work within the City Right -of -Way for pavement cut, pavement restoration, street use, traffic control, and undergrounding of power. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. M IN WITNESS WHEREOF, said individual have caused this instrument to be executed this _ -3 _ day of JQ 0 0 ---5 2017. P�rr Owndr / Grantor STATE OF WASHINGTON) )ss. County of King I certify that I know or have satisfactory evidence that Tom Balzarini is the person who appeared before me, and said individual acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in this instrument. ! LAURIE A. WERLE RIE A ' VVERLE Y BL ame: NOTARY PUBLIC TATE OF A )HINGTON XPRES STATE OF WASHINGTON COMMI 0 COMMISSION EXPRES MAY 29, 2018 NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: DATED this -3 d ay o f /\,),' ',.f C--Px 6e P , 2 0 17 GRANTEE: CITY of TUKWILA By: Print Name: Robin Tischmak Its: Acting Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING On this day, before me personally appeared ROBIN TISCHMAK to me known to be the ACTING PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as ACTING PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: LAURIE A. WEJRLE NOTARY PUBLIC !STATE LOFWASHINGTON COMMISSION EXPIRES NOTARY PUBLIC, in and for the State of M e 9 01 AY 29, 2018 Washington, residing 14 1 at My commission expires: o3 b-cl �/ S;- RLI Insurance Company P.O. Box 3967 Peoria IL 61612-3967 rVU Phone- (309)692- 1000 Fwc (309)683-1610 KNOW ALL MEN BY THESE PRESENTS: That we, Kelly's Excavating Inc 192 RDy Road SW 0 wam-IM1,11=11 -if, 11 V�� CONTINUOUS LICENSE AND PERMIT BOND BondNo. LSMIO"38186 as Principal, and the RLI Insurance Company , a corporation duly licensed todobusinm in the State of shington -e heldand fumly bound unto the Was as Surety, ar Cit_y of Tukwila , State of Washinaton Obligee, in the penal sum of Fifteen Thousand and 00/100 DOLLARS( $ 15,000.00 lawful money of the United States, to be paid to the said Obligee, for which payment well and Wy to be made, we bind ourselves and our legal representatives, jointly and severally by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCK That whereas, the said Principal has been licensed as a(n) Excavation ContractoT- Pem*.#DJ6-026() - by the Obligee, NOW, TBEREFORE, if the said Principal shall faithfully perform the duties and in all things comply with the laws and ordihhnces, - including all Amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect for a period commencing on the 26th dayof- --- October - 2018 This bond may be terminated at any time by the Surety upon sending written notice to the clerk of the Political Subdivision with whom this bond. is,filed-and tolbe PrincipaL -addressed fogmm at Iheir first-Imownaddress, -and at the -expiration -of-thirty �30)-days fi-om-the mailing of said notice, or as soon thereafter as permitted by applicable law, whichever is later, this bond shall terminate and the Surety shall thereupon be relieved from any liability for any acts or omissions of the Principal subsequent to said date. Dated this 251b day of -- October —, -- - 204.7 —, Kelly's Excavating Inc PrincigA c/andividual, ParftQ!;-drrCorporate Officer) R@060307-30.30 C 0 SEAL.* RLI Insurance Company By_ Barton NK Davis Vice President R@060307-30.30 PJ -1 [Mulance em"any P.O. Box 3967 Peoria IL 61612-3967 rtU Phonv. (309)692-1000 Fax: (309)683-1610 Know All Men by These Presents: POWER OF ATTORNE Y. RLI Insurance Company BondNo. LSM1038186 M That the RLI Insurance Companj a corporation organized and existing under the laws of the State of Illinois and authorized and licensed to do business in all states and the- District of Columbia does hereby make, constitute and appoint: Barton W. Davis in the City of Peoria , State of Illinois as Vice President with fidl power and authority hereby conferred upon him/her to sign, execute, acknowledge and deliver fbr -and an its behalf as Surety, in general, any and all bonds, undertakings, and recognWonces in Rr; amount not to exceed One Million and 00/100 Dollars $ 1,000,000.00 - for any single obligation, and specifically for the following described bond. Principal: Kelly Obligee- Cfty of Tukwila (Valid only when a CDuntyCityT.D*m.Dr Villaw is named as Obligee) Type Bond: -Excavation Contractor,'Permit #D16-0269 Bond Amount: 15.000.00 Effective Date. October 26, 2018 The RLI Insurance Company ffirther certifies that the following is a true and exact copy of a Resolution adopted by the Board of Directors of RLI Insurance Company and now in force to�wit "All bonds, policies; undertakings, Powers of Attorney or other obligations of the corporation shaU be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertak–Lopp, Powars of Attorpey or other obligations of the corperation. The signature of any sach. afficer -and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the — - - RMI Insurance CompAny - - has causedtliese presents to be.executed by its — Vice President with its corporate seal affixed this 25th day of 2017 . -41�: ...... RLI Insurance Company ATTEST: SEAL lull Cherie L.Nlontgonlety Isistant Secretary Barton W. DaNis Vice President 'S I N 110m,160 On this -25di day of October 2017 before me, a Notary Public, personally appeared Barton W. Davis and_ QgdQ L. Mmtaamm ..... who being by -me duty sworn, -acknowledged that they signed the above Power of Attorney as Vice President and Assistant respectively, of the said said corporation. RLI Insurance Company , and acknowledged said instrument to be the voluntary act and deed of GRETCHEN L JOHNIGK -OFRCIALSEAV Gretchen L. Johnigk- Notar� Public 1, S",!'1i'0'i r my Cnm�j.. NEI' May 26 RLI Insurance Company P.O. Box 3967 Peoria IL 61612-3967 CONTINUOUS LICENSE AND RLI Phone: (309)692-1000 Fax: (309)683-16 10 PERMIT BOND BondNo. LSM1038193 KNOW ALL MEN BY THESE PRESENTS: That we, Kelly's Excavating Inc 192 E.Qy Road SW Pacific, WA 98047 as Principal, and the RLI Insurance ComgaU ' a corporation duly licensed to do business in the State of Washington , as Surety, are held and firmly bound unto the Qi1y of Tukwila , State of Washingt9n Obligee, in the penal sum of Fifteen Thousand and 00/100 DOLLARS( S 15,000.00 lawfid money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the said Principal has been licensed as a(n) � ---Excavation ContractoL Permit#D16-0269 by the Obligee. NOW, THEREFORE, if the said Principal shall faithfully perform the duties and in all things comply with the laws and ordinanqes, including all Amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect for a period commencing on the 25th day of - October . - - 2017 This bond may be terminated at any time by the Surety upon sending written notice to the clerk of the Political Subdivision with whom this bond is ffled and to the Principal, addressed to them at their first known address, and at the expiration of thirty (30) days from the mailing of said notice, or as soon thereafter as permitted by applicable law, whichever is later, this bond shall tem-finate and the Surety shall thereupon be relieved from any liability for any acts or omissions of the Principal subsequent to said date. Dated this 25th day of . October 2017 Kelly's Excavating Inc 40r(Individuai, Pa,"47, corporate ofr,.r) R0060307-30,30 G.09POR43,, SEAL.-* RLI Insurance Company �11114**M X By Barton W. Davis Vice President R0060307-30,30 RLI Insurance Company P.O. Box 3967 Peoria IL 151612-3967 RLI Phone: (309)692-1000 Fax: (309)683-16 10 Know AR Men by These Presena: POWEROFATTORNEY RLI Insurance Company BondNo_ LSMI()38193 0 That the RLI Insuranep rnmjup.., a corporation organized and existing under the laws of the State of Illinois and authorized and licensed to do business in all states and the District of Columbia does hereby make, constitute and appoint . Bart W in the City of li is as State of i e e t with full power and authority hereby conferred upon "=im/her to sign, execute, acknowledge and deliver for and on its behalf as Surety, in general, any and all bonds, undertakings, and recognizances in an amount not to exceed Millin" anA nniii Dollars 1,000,000.00 for any single obligation, and specifically for the following described bond. Principal: -Ke e-s-Excium—aijugInge Obligee: __C_fty_!qf_Tukwj (Valid only when a County, City� Town or Vili� �isn_amed as Obligee) Type Bond: Excavation Contractor, Permit #1316-0269 Bond Amount: EffectiveDate: _()gtobgr2&20j7 The RLI In ra c further certifies that the following is a true and exact copy of a Resolution adopted by the Board of Directors of RLI Insurance Egm pany and now in force to -wit. "Ali bonds, policies, undertakings, Powers of Attorney Or Other Obligations of the 'corporation shall be executed in the corporate name of the Company by the President, Secretary, any AssWaDt Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seat is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the - e CMDAELY - has caused these presents to be executed by its Vice President with its corporate seal affixed this 25th day of - October _-, 2017 ATTEST: VOL."'. ,�c . ........ %r, RMInsurance Company SEAL Cherie L. Montgomery istant Secreta—rY Barton W. Davis Vice President 1. ;,Z *0* On this 25th day of -- -October 2017 before me, a Notary Public, personally appeared Barton W. Davis and Cherie L. Kontgom= who being by me duly swmjo�. ackriowkdged that they signed the above Powezrg Atterney as Vice President —and ____ - Assistant SggAW , respectively, of the said said corporation. M Insurance CofflRany , and acknowledged said instrument to be the voluntary act and deed of W GRETCHEN L JOHNIGie.--1 0 My Conmrissbn EVhs '0MCMISEAL' Gretchen'L. 16hnigk Notary Public May 26.2020 AAAC�AAAAAAAAAA�AA A0083506 -V PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0269 DATE: 10/19/17 PROJECT NAME: BALZARINI RESIDENCE SITE ADDRESS: 1261137 AVE S Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division F �,M AWC Public Works PRELIMINARY REVIEW: Not Applicable El (no approvallreview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved El Corrections Required F-1 (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued X Revision # I after Permit Issued Fire Prevention F-1 Planning Division El Structural F-1 Permit Coordin a'tor DATE: 10/24/17 Structural Review Required El DATE: DUE DATE: 11/21/17 Approved with Conditions rK—V 1.6 Denied F] (ie.- Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg E] FireEj Plng PWEI Staff Initials: 12/18/2013 PERMIT COORD CON. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0269 DATE: 12/06/16 PROJECT NAME: BALZARINI RESIDENCE SITE ADDRESS: 1261137 AVE S Original Plan Submittal Revision # before Pen -nit Issued X Response to Correction Letter # I Revision # after Permit Issued DEPARTMENTS: K/ M& ��% Building Division ,�tA WO 1� Public Works PRELIMINARY RIEVIEW: Not Applicable F� (no approvallreview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required F-1 (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention 11 Structural 11 Planning Division 11 Permit Coordinator P DATE: 12/08/16 Structural Review Required DATE: DUE DATE: 01/05/17 Approved with Conditions 1-1 Denied F-1 (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire [71 Plng El PW El Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0269 DATE: 10/03/16 PROJECT NAME: BALZARINI RESIDENCE SITE ADDRESS: 1261137 AVE S X Original Plan Submittal Response to Correction Letter #, ki Dw Building Division u tic Works PRELIMINARY REVIEW: Not Applicable F1 (no approvallreview required) REVIEWER'S INITIALS: Revision # Revision # before Permit Issued after Permit Issued A -M Awc kP� 0115 Fire Prevention Planning Division 0 Structural Permit Coordinator iq DATE: 10/04/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/01/16 Approved F-1 Approved with Conditions 1-1 Corrections Required F-1 (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied (ie: Zoning Issues) DATE: Perinit Center Use Only d), 11, CORRECTION LETTER MAILED: Departments issued corrections: Bldg)k Fire E] PIng F] P4 Staff InitiaW&__ 12/ 1 V2013 PROJECT NAME: V', 1111 ln�-, SITE ADDRESS: I' j,:7 z4lkq PERMIT NO: bi � -( ),�-b q ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INKTIALS 77 IA42- Summary of Revision: Summary of Revision: Y\ j�!O IA)tv— Received by:1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ST 'Fur INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF ISSUED DATE INITIALS STAFF INITIALS ST 'Fur INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ST 'Fur INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE ST 'Fur INITIALS Summary of Revision: Summary of Revision: I Received by: (please print) REVISION DATE RECEIVED NO. STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: L. Received by: (please print) City of Tukwila Departi7rew of Cot? firwaity Developinent 6300 Soutilcenter Boulevard, Suite k 100 Tukivila, I-Vashington 98188 Phone: 206-431-3670 Web site: baw/i Tck� 1,,,WA. ov — -- ---- ----- REVISION SUBMITTAL Re"hVion submidaky niuA be subinitted hi persaft at tire Permit Centcr. Reld,viaffs wiff nof be decepted fit rough tile 11 -rail, fax, ele. Date. -7 P11a Ri CheddPerniit Number: Response to Incomplete Letter 9 Response to Correction Letter 4 RECEIVED Revision 4 —L after Permit is, 9ssued CITY OF TUKWILA El Revision requested by a City Building 11'spector or Plans Examiner OCT 19 2017 Deferred Subi-nittal # PERMIT CENTER Project Name: Project Address: -12 Contact Person: kl.14AZ Summary of Revision - Sheet Number(s). "Goild" or h&-hlil Phone Nu mber. aFeff'-F q1 FeVIS1011 Including date of *revi.vi()n Received at the City ourukwila Perinit Center by: Entered in TRAKIT on W Te, ,,,I Sul al.1 F.,." d"C R.,Lsed A.—I 201; P I", City of Tukwila . .............. Department of Community Development 63 00 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 Phone: 206-431-3670 �,9- 0- '8'* Fax: 206-431-3665 Web site: hqp:11www.ci.tukwi1a.wa.us I REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mailfax, etc. Date: Zff ,(, Plan Check/Permit Number: F Response to IncompleteLetter # Z Response to Correction Letter # I F� Revision # after Permit is Issued F Revision requested by a City Building Inspector or Plans Examiner Project Name: Balzarini Residence Project Address: 1261137 Ave S Contact Persw�� /)) je4gj(ohone Number: Summary of Revision: WAMMMOM%,�, ME gl, rMil D 16-0269 Sheet Number(s): PERME CENTER "Cloud" or highlight all areas of revision including �Late of revision Received at the City of Tukwila Permit Center by: �ntered in TRAKiT on [a -i::( �— \applications\fonns-applications on line\revision submittal Created: 8-13-2004 Revised: PTIFICATE OF WATER I uir� ii i umna L_ AVAMABELITY Department of Community Development 63 00 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERMIT NO.: I Part A: To be completed by applicant I Site address (attach map and legal description showing hydrant location and size of main): I Z 4 11 – 17 v " .4, t - - - < —1-0 K_ i. ) i i -A Owner Information Agent/Contact Person Name: Name- t4E_ 66WZ"--- Address: Address: I I- Y/ lei g 14 - Phone: Phone: V_ 510S - Za3 This certificate is for the purposes of. Residential Building Permit . F] Preliminary Plat CommerciallIndustria) Building Permit El Rezone [] Short Subdivision F1 Other Estimated number of service connections and water meter size(s): I — / Vehicular distance from nearest hydrant to the closest p!' rtf structure is 56 r— I— ft. Area is served by (Water Utility District): _ 1 Z.5 /I— / �744 Date 21 TZio I Part B: To be comMeted by water utility district I 1. The proposed project is within — 2. VNo improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet ifinore room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 100 gpmat20psi residual for a duration of 2 hours at a velocity of In fps as documented by the attached calculations. Wat /availability: YAcceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System is not capable of providing service to this project. Z RECEIVED CITY OF TUKWILA I hereby certify that the above information is true and correct. PERMIT CENTER k,sw. cawti &n_a Alrency[Phone- 2 Date (Y By OWES N fr 3460 S 148th Suite 100 Seattle, WA 98168 Phone: (206) 242-3236 Fax. (206)242-1527 , A C 0 G 0 3 q 7 7 k.? CERT-1�F.ICATE*,O'FSEWEiRAVA,l�LA�gli�LI '�:t!N,'O,�NiA",V—AIILARI'LIT.�.-Y. 17Y .Residentiah $:50.00 Commercial.-$ 100.00 Certificate of Sewer Availability OR 0 Certificate of Sewer Non -Availability Par.t.A:--(Tg�'Be.�,C-o,mp--ILited��,,By,.,A,Rp kaht Purpose of Certificate: �� Building,Permit [I' Short Division Preliminary Pl�at or PUD El Rezone Other ......... .... Proposed Use: El Commercial -N,.�'R:ssi entialiSingle Family- Residential, Mu Iti+6mi ly :E] Other A PPlicant's Name. Legal Description (AttachMagand legal Desc ription if Necessary); Phone Number Tax Lot Number Pitt. 113:1 To be Compleie iewer. Agenc y) 1. a. ASewer-S ervice wi'll'be provided -by, Sid Li Sewer connection only to an existing size sewer afeet fro m the site and the sewer systern -has the capacity to serve the proposed Use. OR E] b. Sewer service will require an improvement to the sewer system of, (1). feet of sewer trunk or lateral to reach the site; and/or RECEIVED (2) The construction of a collection system on the site and/or CITY OF TUKWILA (3) Other (describe) -1 DEC 0 6 2015 2. Must be completed if 1. b above is checkL-cl a. The sewer system improvement is in confor' PERMIT CJENTER 01 mance with a County approved sewer comprenensive plan, OR C D b. The sewer system improvement will require a sewer comprehensive amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. OR a.. Annexation or BRB approval-willbe necessary to provide service. .11"....... '... .1.1.�....,H..ii.A�..,ii.,i..�'.0- 11 4 � r7o 4. Service is subject to the following; a. District Connection Charges due prior to connection: �51-�'Permit$ /00 GFC: $ SFC: $1 Unit: $ Total $ (Subject to Change on January 1st) Either a King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: C01__'1RF_.CT10N Required May be Required L-1 I lit c.' Other I 1 42 V.- . — — I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By 1112-17, Title I Date ..... ...... . . .. L. /,/ Z_/ ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERT[FICATE OF SEWER AVAILABI LITYMON�AVAI LAB I LITY The foliowing terms and conditions apply to the attached Valley View Sewer gistrict -("'Diistria") Certificate of SewerAv, ailabi'lity/Non Availabil!i�ty,("Certificate") 1.. Thi's certificate is val1d ortly -for the real property teferenced herein ("Property") which is in the Di-strict's service atea, for the sole purpose of suibmission to the Kiiing Couray Department of'Development and Environmental Services, King County Depa,rtme,�,ntof,Publii.c-:Hl,ea�ith, City of Seattle-,. City of Tu:kwi.l,a,, City of Burien and/or City of SeaTac. This certificate is between the Distrid and the applIcant- only and no th1rd person or pa;rty shafl have any rights hereundpr whether by agenCy,third-party benefidary principles or otherwise. 2. Thiis Certificate creates no contrattuaf relations�.hi,,p between the Ditstrict and: the applicant and its successors aftd; assigns and does not constitute andmay notbe:rdl led upon as the bistrkt's quatantee that sewer servite wil'I be available at the time the appli1cant may apply to the, District far such service. 3. - As of the date of theDistrict's signaiture on thiis Certificate, the District represents that sewer service is avai'lable to the Proorty through sewer systems that exist or that%may be extendedby the appl1cant. The District makes no otherre tesentations, ex'ress or implied, Mclud-ing without 11mitatlon that the applfcant p p will be able to obtain the necessary permits, a; provals and. autharizationsfrom King Cou-.nty, City of Seattle' p r City of Tu,kwi,,I:a, City of. Burien, City of Seatac -or any other governmental; agency before the applIcant ca,n. :jz ;util' e the sewerservice which is thesubjectof this Certificate. ,r 'P. i 4. If the District o the ar.'Plkaht must extend the'DistriCt't sewer system to provide sewer 'service tothe Property,the District or appl1cant may be requiredto obtah from, the appropriate governmental agency the necessary pernYits, a; provals and, authorizations.. In; additton, the governmental agency may estabf: b As requirements thatmustbe satisfied as a condition of granting any such,permits, approvals or auth-o"ri.2ations, wh1ch may -make frnpractical or impossibie the provisfon of sewer services to the Property. 5. App[lication for.and poss1ble provision of sewer seirvice to the Property sha-l-Lbe subject to and conditioned upon ava,11abiti, y of sewersenfice to the Property atthe time of such appi1cation, and Compiiance with federal, state., local and District la. w s., ard inances, poticies, and/or regulations in effect at the time of such app.11cation.. acknowledge'rhot I havgreceived, the Certiff-cote of Sewer A val/ab1l.-ftylNon -Ava/labifity and thiis artach.m. en.t, and fullrunderstand the -terms and conditions herein. Applicant's signature Date 1 Reset For Print Form Himple Drywall AINIOL AMMM ,,r- -k Washington State Department of ML A %,ffl Labor & Industries I Himple Drywall Owner or tradesperson Himple Jr, Michael Roy Principals Himple Jr, Michael Roy, OWNER WA LIBI No. 603186290 License Home Espahol Contact Safety & Health Claims & Insurance 419 Ave E SNOHOMISH, WA 98290 425-508-2039 SNOHOMISH County Business type Individual Page I of 2 I Search L&I A -Z Index Help MY L&I 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 $1,000,000.00 GENERAL License no. HIMPLD*887DB Effective date Effective — expiration 0212412016 03/02/2012— 03/27/2018 Expiration date Bond 02/24/2017 Wesco Insurance Co $12,000.00 Bond account no. 46WBO44696 Received by L&I Effective date 0310112016 02/24/2016 Expiration date Until Canceled Bond history Insurance Contractors Bonding & Insuranc $1,000,000.00 Policy no. C11SJ8533 Received by L&I Effective date 02/2412016 0212412016 Expiration date 02/24/2017 Insurance history S,a.,v.ipgs No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No fiw'SiuAi'igiink 6ei 66 . nd " 6 r sia-iviings accounts during the previous 6 year period. L&I Tax debts NO' L&I 6x 'debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Norril i I c I e 11 n s e 11 vio I I I a I tio ns during the previous 6 year period. I I o G�q -i LA 5-1 Help us improve haps: Hsecure. Ini.wa. gov/verify/Detail. aspx?UBl=603 18 6290&LIC=HIMPLD * 8 8 7DB &SAW= 12/12/2016 N 0 E 2�4 1:5 Footnotes includyl.0n Page 2. _,�TRUC TON TC WITH THE- =1-:�,,INTERNATIONAL TIAL COM RESIDEN R-Val,,aa 'CONSTRUCTION TO COMPLY WITF I THE Fellestimtion U-Paclo? WA. STATE ENERGY CODE 2016 EDITIOIL 030 DUCT SEAL TESTING AND BUILDING AIR a'. LEAKAGE TESTING WSEC 502.4.5/503.10.2 'E a' '!200 L We -AN ALTERNATE FLbOR JOIST SYSTEM IS REVISIONS 49) ACCEPTABLE, PLEASE PROVIDE A NEW LAYOUT TO THE JURISDICTION FOR APPROVAL, No changes sh311 ho rmade to thi, scope 21 hil GLAZING, CLASSIFICATION *SAFETY of viork withotit prior approval of 21 "1" GLASS TO COMPLY W/IRC R308 "o' 30 *SKYUGHTS TO COMPLY W/IRC R308.6.i Tu!"vAla Building Division. 10115/21 in! + T13 0.042 NtM17: Flovisions will rquire a now plan submittal NOTES: and may indude additional p!an review foci * PLANS TAKE PRECEDENCE TO DETAIL SHEETS/NOTES High Efficiency HVAC 31b * 2xr,-EXT STUD WAELS 0 16" O.C. * R-21 IN WALL INSUL BATTS W/VAPOR BARRIER 1flgh.E1gc1..cy.HVAC3c * 2x4 EXT STUD WALLS 0 16" O.C. @ GARAGE J wl'w P Gwb' aACKW OR EQ. * 2x4 INT STUD WALLS @ 16" O.C. U.N.O. 3. L-r9j Dwelling Unjl: 4.6.redit. * BEAMS AND HEADERS TO BE 6x8 #2 OF OR High Efllclen�y.H!IAG Distribution System Dwelling urilli exceeding 5000 square feet of conditioned floor area., �;.S 4x8 #2 OF FURRED -OUT FOR ONE STORY CONST- U.N ENCLOSUR'Et!�TO BE SAFEfY GLASS: Efficient Water Heating 5. b 4. Additions less than 500 square fast: credits * BEAMS AND HEADERS TO BE 6x1O #2 OF OR SHOWER FLOW RESTRICTOR 2.5 GPM �P 4xl 0 #2 OR FURRED -OUT FOR MAIN FLOOR OF I.,ab[oR4.6.2pummary GWIT @ EXT_ WALL -,:0plion biiwipli.n Credit(i,) TWO-STORY CONSTRUCTION U.N.O. Drawn 5if Efficient Water Has 1 5d 4E Of Sheets * REFER TO -ELEVATIONS FOR PLATE HEIGHTS .61, Repewable Electric AV- * FIREBLOCK ALL PLUMBING PENETRATIONS * PROVIDE SOLID BLOCKING OVER BEAMS & BEARING WALLS /R502.7 ALL HANGERS TO BE SI`MPSON OR EQUAL 12DENOTES DBL STUD LAMINATED TOGETHER W/16d 2 EA END THEN 12" O -C. STAGGERED (CA?,RIES POINT LOAD FROM ABOVE) EXHAUST VENTS TO HAVE A MAX. RUN OF 14'�O" W/NO MORE THAN TWO (2) 90's FU NACE/WATER HEATER *STEEL H.W.T. TO COMPLY WITH ASHRAE 9OA-80 & LABELED. TO BE EQUIPPED W1 A PRV LINE PLUMBED TO EXT. & SEISMIC STRAPS FOR HORIZ. FORCES. (TOP'& BOTTOM OF TANK PER ]PC 502.4) *iNSUL. H.W.T. W R-16 WRAP & SIT ON R:-10 RIGID�MEN PLACED ON CONC, *INSUL, H.W.T. W R-16 WRAP & SIT ON R-10 RIGID MEN PLACED ON CONC. *HOT WATER TANK TO BE SIZED PER TABLE 5.1 UMO (RECOVER RATE 80 CAL PER HR) *H,V.A.C, UNIT TO COMPLY W/THE W.S.E.C. &- LABELED W/PERFORMANCE RATING *ALL PILOTS, BURNERS -AND SWITCHES TO BE 18" A.F.F. *PROTECT.MECHANICAL FROM IMPACT WITH A STEEL; BOLLARD WHEN LOCATED IN THE GARAGE. ST IRWAYS/I.R.C. R311.7 *THE MAMMUM STAIR RISER HEIGHT SHALL BE 7x' MAX. RISE & A 10" MIN. TREAD.* *34!'-.38" HANDRAIL HEIGHT �BOVE TREAD NOSING WITH A GRIP OF 1W-�-2"./R311.7.81 *ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE WALLS;' UNDERSTAIR SURFACES, SOFFITS COVERED WITH 1/2- G.W.B. PER R302.7. la *6�-S' MIN HEADROOM CLEARANCE/R311.7.2 *FiRE.STOP STAIRS /R602.8/R302.11. L _7 *THE RADIUS OF THE CURVATURE AT THE LEADING EDGEOF THE TREAD SHALL BE NO. GREATERTHAN 9/16". A NOSING NOT LESS THAN 3/4!' BUT NOT MORE THAN 1-1/4- SHALL BE PROVIDED ON STAIRWAYS WTH SOLID RISERS R311.7.5.3 GARAGE -FIRE SEP. /R,302.5/6 *SEE ALSO TABLE R302.6 FOR SPECIFICS GARAGE/RESIDENCF COMMON WALL TO BE 1/Z" G.W.B. G.W.1330 RUN FROM FOUNDATION TO ROOF SHEATHING *2 -STORY CEILING, STRUCTURAL BEAMS, & POSTS TO BE COVERED W/5/8" TYPE 'X' �1/2 TYPE 'X� G.W.B'.*IS TO BE -APPLIED �01` -CONSTRUCTION. TO THE GARAGE SIDE 747 75". 77 Footnotes includyl.0n Page 2. .1 3/8" THICK, OR A TIGHT FIT11NG DOOR. R-Val,,aa �,U_Factor' Fellestimtion U-Paclo? 2�a 030 Skylight U-17.clor 7 a'. 0.50 'E a' '!200 L We We 1. Small Dwelling Unit: 1.5 credits 49) 0.026 wood Name willo 21 hil a a R-V�iltm' 21 "1" Do,, "o' 30 0.029 [Ms.S1W.11 I, a- bmd. �.lt_ 10115/21 in! + T13 0.042 � b� .la, I,-Vau. Do 10, 2 it n1a *A TIGHT FITTING SOLlu+CQRE DOOR Footnotes includyl.0n Page 2. .1 3/8" THICK, OR A TIGHT FIT11NG DOOR. 1 W/20 MIN. FIRE RMnNG:'SHALL BE USED. Efficient Bu�jd 1b: :2n�g 2n7e�Za I.D (THIS IS TO BE A SELF"CLIDSING DOOR). Efficlenttl� following minimum number of credits: 14 Efficient Building Envelope Id 1. Small Dwelling Unit: 1.5 credits �i !2a:,,: Air Leakage Control and Efficlent.Writilaflort 26. - Dwelling units less than.1500 squirifeet In ionditioned floor area with less than 300 square feet of, �eakage Control, and Effl�ent Ventilation 2b fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but TUB & SHWR NOTES.- Lea age Con and Ef 'ent Ventilation 2c less than 1500 square feel. C FIRESTOO TUBS & SHWRS/R�02.il High Efficiency HVAC 3a 2. Medium Dwelling Unit: 3.6 credits I . SHWR AREA WAINSCOT.- SMOOTH High Efficiency HVAC 31b All dwelling units (hat am not Included In #1 or,#3. Exception: Dwelling unit; se wing R-2 occupancies shall NON -ABSORB -MATERIAL.-..OP 6'-0" 1flgh.E1gc1..cy.HVAC3c require 2.5 credits. J wl'w P Gwb' aACKW OR EQ. High Efficlefic�HVAC 3d 3. L-r9j Dwelling Unjl: 4.6.redit. 0 & 1024 SHWI SQ; IN. MIN. High Efllclen�y.H!IAG Distribution System Dwelling urilli exceeding 5000 square feet of conditioned floor area., �;.S ENCLOSUR'Et!�TO BE SAFEfY GLASS: Efficient Water Heating 5. b 4. Additions less than 500 square fast: credits f SHOWER FLOW RESTRICTOR 2.5 GPM �P VAPOR BARRIER NOT'PERMITTED I.,ab[oR4.6.2pummary GWIT @ EXT_ WALL -,:0plion biiwipli.n Credit(i,) FILE COPY. Pe it No. 0_0 Plan romll approval is subiect to errors and on-ftslom. 1 a Efficient Building Eiwelooe la 0.5, 1 11 Efficient Bu�jd 1b: :2n�g 2n7e�Za I.D Ic Efficlenttl� 2.0 14 Efficient Building Envelope Id 0.5 �i !2a:,,: Air Leakage Control and Efficlent.Writilaflort 26. - 0.6 �eakage Control, and Effl�ent Ventilation 2b :..,2c -77-58 Lea age Con and Ef 'ent Ventilation 2c 1.5, C High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 31b �1.0 3. 1flgh.E1gc1..cy.HVAC3c �3d High Efficlefic�HVAC 3d 1.0. :4 High Efllclen�y.H!IAG Distribution System to. S. Efficient Water Heating 5. 0.5 f cc, ON Sp Efficient Water Heating 5c 71.5 .0'.5 Drawn 5if Efficient Water Has 1 5d 4E Of Sheets .61, Repewable Electric 0.6, I kWh jotAl C.recll& Approval a consirucdon documonts does ne, aUthiCTIA *Ple8e tefer to Table 11405.2 for complete a pti6n deficylptions, the violatior of any adopted code or ordinance. Pleco',-1 of approved Field Copy And onditi is acknow1,,:,!ad�-.;,3d: Da Cit -j of -Tukwila BUILDING DIVISION P51' P7-11 IT J FOR- L"=-ianicai ciectricall F-1ulinbing Plping ("'of Tuk 18 X 24 PRINTED ON NO. 1000H CLEARPRINTO FA OLM I vlr� % __ 011 loop -'s, o u 1. th'--Efevatidn . _i� fi�w P A, -01 kv*x�� A"F' t-:Pt=A10 Cen, it'Eleva ion, W� I REVIEWED F I C O -DE COMPLIf l"i, APPROVE0 DEC 0 9 201 .Vr City of Tukw I,c BUILDING DIV UF "WKWU"L CT 0 3 2016 A M 11T CENTER REVISIONS BY A v. C > i,c 2 f cc, ON Datet��- Drawn Job Sheet Of Sheets 24 PRIM= ON NO. 1000H CUMMNTe It 1'6� V� jog lolk C,:5, \ , , & %k .-�o I I- 4�,k, 1> Vkf- 0 .1 .4 oft 14A. z Af 00 14— v - 77-: 4� ar h. I . k-f�- co, 4y, f2 I't COW WAS 34383 EP 20 LATERALONLY REWE ', D FOR M' L I CODE C'! P AN E A P7 v D nE f if�;t�5-ukwila C TY 01 u BUILDING DIVISI f OCT �g-;5��j-OERPAIT CENTER ----- ------ REVISIONS BY A og, C (D C 0 C 0 �2 U. C foe Date Scale Drawn Job Sheet Of Sheets I Vk .49 MIMIMW WN MLF. -I%OWW" WAMMINI 9 DEC. 0 9 Cl lb REVISIONS BY C 4) no U) C C u - .CL Date Scale Drawn—A�F� Jo4o%�),,� Shoot 3 Of Sheets 24 PRINTED ON NO. 100M CLEARPRINT -- - ---------- Af JO , vt . - , —0 - �-,. . . � - 44TERAL ONLY TuiWOU't clav REVI OC,f 03 2016 CODE ( 0""MINMT . PrONTER .- I AP oaf REVIISIONS BY C, §A4 (D no Illm U) C 0. > C 0 gm C LL Scale Job Shoot Of C. *Sheets GENERAL SPECIFICATIONS COM I INTERNA',10NAL RESIDENTIAL CODE (I.R.C.) & THE WA. ST. ENERGY 2012 EDITION ALONG WITH ALL ADDITIONAL APPLICABLE CODES BUILDING: OCCUPANCY - GROUP: (R), TYPE: V N SEISMIC -D- PER 1615 Ss='1.25 FIG. 1615(l) Si= 0.40 /FIG. 1615(2) - WIND (EXPOSURE B) BASIC SPEED - 85 MPH PER FIG. 1609 RROUIREMENTS: PRESSURE PER TABLE 1609.6.2.1(1) CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, & BUILDING DIMENSIONS, PRIOR TO. PROCEEDING WITH THE WORK. ANY VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR. RESOLUTION PRIOR TO PROCEEEDING NTH THE WORK. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONVEN11ONAL LOADING: PER TABLE 301.5 VERIFY W/JURISDICTION LOADING - LIVE DEAD TOTAL ATTICS W/STORAGE 20 PSF 10 PSF 30 PSF ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF DECKS PER 502.2.1 40 PSF 10 PSF 50 PLIF EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF FIRE ESCAPES 40. PSF GAURDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION GAURDRAILS IN -FILL 50 LBS APPLIED TO 1 SO. FT. PASS. VEHICLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. ROOMS (NON -SLEEPING) 40 PSF 10 PSF 50- PSF SLEEPING ROOMS 30. PSF 10 PSF 40 PSF STAIRS 40 PSF 10 PSF 50 PSF OR 300 LIJ PT. LOAD ON 4 SO. IN. LUMBER STRENGTH: PER 2012 IR C & 2001 N.D.S. STANDARDS HEM FTR FOR 2x MEMBERS, DOUG FIR FOR BEAMS & HEADERS U.N.O. JOISTS &'RAFTERS FIBER STRESS SHEAR ELASTICITY 2x HF #2 850 75 1.3 2x DF #2 - 875 95 1.6 BEAMS & HEADERS 4x DF #2 875 95 1.6 4x DF #1 1000 95 1.7 6x DF #2 875 85 1.3 6x DF #1 1350 85 1.6 GLU-LAM TIMBERS' �DF gLAICH �16F-0 DFVIDF) 1600 165 1.5 0 R D /LARCH 24F -V4 D DF) .2400 165 1.8 CANTILEVER 0 GLU-LAM 11MBERS 24F -V8 D/F D/F GLU-LAM BMS TO BE KILN DRIES D.F. DISPLAY AITC STAMP. ALL STRUCTURAL MEMBERS TO.BE #2 HEM/FIR OR BETTER AS NOTED ON PLANS PLYWOOD INDEX: CD ROOF AND SUBIFLOOR SHEATHING PER TABLE R503.2.1.1(1). WALL SHEATHING PER TABLES R602.3(3) SHEATHING FASTENERS PER TABLES R602.3(l) & (2). WALL BRACING & BRACED WALL LINES PER R602.10 BRACED WALL LOCATION, TYPE, & AMT PER FIG R602.10.1.1 /TABLE R602.10.1.3 STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(l). ALL WOOD IN CONTACT W1 CO ' NC. TO BE PRESS. TRT`D. WOOD EXPOSED TO WEATHER TO BE PRESSURE TRT'D OR NATURALLY DURABLE PER 319. ALL FASTENERS (LESS THAN 1/2' DIA) INSTALLED IN PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED R317.3 VERIFY ALL NAILING, BOLTING, AND OTHER CONNECTIONS TO COMPLY WITH ENGINEERS SHEARWALL SCHEDULE, IF APPLICABLE. ROOFIN07 OPTIONS: (VERIFY NTH JURISDIC110N) • SHAKE4§HINGLE ROOF: INTERWEAVE W/ 18" WIDE STRIPS Or,30# FELT. FA5TLN Wl (2) GALV. FASTENERS PER EA, PIECE 1x6 STD OR BTR SKIP SHEATHING 0 10" O.C. WITH SOLID SHEATHING *OVERHANGS (2) 8d EA PIECE, EA RAFTER/TRUSS • COMPOSITION ROOF- O.N NONPERFORATED 15# FELT FASTENED W/ (4) GALV. FASTENERS PER EA. PIECE 142 " COX PLYWOOD SHEATHING OR EQUIV H 1/2- CCX PLY SHEATHING 0 OVERHANGS NAILED W/8d 0 6" O.C. EDGES, 12" FELD 4 3/8" +4- 3/4* APA RATED T&G CD INT CONC FOOTING �JEXT GLUE, NAIL %0d COL PER PLAN - 6 O.C. 0 EDGES & OLID BLK'G P.T. 10" O.C. IN FIELD POST FLOOR JOISTS SOLID BLOCKING REQ!D PER PLAN P.T. BMS & COILS PER 8M OL CO AN MEW P FOUNDATION PLAN I.--- W/P�T.C20,OR If. 26� TILE; SECURE POST TO 4 2-16d & W/2 -8d NAILS 2x6 PRESSURE PER POST TREATED SILL PLATE q , - INT GRADE -A 4 ANCHOR PLATE TO FIG. CONC TING P PLAN W/2 CONC. NAILS PER PLATE INTIVIED. BRG. SUP. - WHERE APPLICABLE SCALE: 3/8" = 1'- 0" REBAR REQUIREMENTS PER TABLE R404.1.2(2) MODIFIED MAX WALL I MAX UNBALANCED MINIMUM VERT REINFORCEMENT SIZE PACING HEIGHT I BACKFILL HEIGHT FOR 6-8 INCH WALLS - ALL SVILI 6' 4' 1 #4 0 48' D.C. - GRADE 60 OR 2x1 2 W/45d EDGE #4 0 30' O.C. - GRADE 40 HURIL REBAR - (2 IN FT�S, j BAR W/IN 12- OF TOP OF WALL NOTE: 6* WALL X rEOGHT 4-6 NOTE: SOME JURISDICTIONS ALLOW I BAR HORIZONTALLY IF WALL IS 24" TALL. NOTE: ALL A.B. WASHERS TO BE 3"x,3"xl_ 4" PLYW' PER PLAN w/ 10d 0 6* EDGE FRAMING PER PLAN :lk- -M -GRADE: SLOPE AWAY V 1gur - SIMF& A35'0 "r 10' # �J Al OR E.S. 0 24 0' 2x �c ' 0 16' VC '0 SP R7- CE 11-1/8* HARDBOARD TREAD I W/ ROUNDED NOSING 2x6 P.T.. PLATE Fw� 3 JST *A1 0A1 A.B IfO 4 TO SEE DETAIL 1 FOR . .7� �� 9U�_ PLYWOOD OR 2x1 2 W/45d EDGE 0 18q D.C.* ALL' OTHER INFO (3) 2x12 STRINGERS TY . P - SEP FROM FTG DRAIN i TOP CONNECTION 4' DIA PERF PIPE IN WASHED ------- 7 0 GARAGE WALL SECTION APPROVED DISCHARGE 6' MIN PARALLEL SCALE: 3/8" 1'- 0" i. 5' MIN - 3/4' APA RATED T&G CD INT C D INT 0 d �/W. GLUE, NAIL W/10d J4 0 16- o/c 6 O.C. 0 EDGES & SOLID BLK'G-� 0 Lj D BLK'G 10* O.C. IN FIELD 2.5� MAX_ CLR FLOOR JSTS PER PLAN 2x RIM JOIST SOLID BLK *SUPPORTS 4. INSTALL FIREBLKG 0 MID STRINGER SPAN & WALL PER R602.8. 2-26 TOP PLATES LAP SPLICES 4e 3/8' MIN SOFFIT 0 C Rif I tec 14 R-30 INSULATION U.N.O. I CAN11LEVER WILL 51T ON L L 0/ UNHEATED SPACES STANDARD EXT. WALL -2 STORY PER PLAN SCALE: NONE =E CANTILEVER SECTION -WHERE . APPLICABLE SCALE: 3/8" = l'-. 0*1 #4x24- 0 12- o/c TOP CONNECTION PERPENDICULAR S -O* MIN FRONTFILL C C FTG w"3) - 14 CONT GENERAL NOTES - W IBC 2012 ED11ION 35 PCF EQUIVILENT FLUID PRESSURE 2000 PSF SOIL BEARING PRESSURE 19U 50 PSF SURCHARGE 4*0 FTG 5 SACK CEMENT PER CUBIC YARD DRAIN IN 11T 2500 PSI MINIMUM COMPRESSIVE �TRENGTH, AVEL POCKEI MAXIMUM 6 GALLONS WATER PER SACK GRADE 60 STEEL FOR & LARGER 8* GRADE 40 STEEL FOR & SMALLER CLR 54 /COMPA 2'-0` . fNG BACKFILL WITH POUROUS MATERIAU % DO NOT CREATE AN UNEQUAL BACKFILL UNTIL FRONT FILL 4- SLAB W/ FOOTING BACK FILL IS COMPACTED IN PLACE a� 0 1: 2 (V:P) PAX SLOPE "or" 6X6 W1.4 X V1.4 WWF EXOD 6 -0 MIN OR #3 0 12 o/c E.W. RESTRAINED FOUNDATION WALL WHERE APPLICABLE SCALE: 3/8" = 1'- 0" OVER 6' TALL Wmw- MSTC#E LLR�tr FILL A W C - NOTE: IF STRAP OVERLAP IS REQ'D (10 16d NAILS MIN SHALL GO THROUGH D I-JAPS. RELOCATE MSTC ABOVE CENTERLINE IF REQ'D. �-pq NO IF FOOTING IS POURED SEPERATELY PROVIDE #4 REBAR VERTS 0 48- O.C. MAX. V41TH STD. HOOK PER DRAWING. EXTEND TO 3" CLR 6v FROM BOT OF FTG, ROTATE HORIZ EXTENSION PARAL�EL TO WALL FOR PROPER CONCRETE COVER. I \S, dz I -j 8pt - -T' 61) STEMWALL STEMWX[C HDU8-SDS2.5 HDU8-SDS2.5 W/SST20 A.B. W/SST28 A.B. INSTALL HDU8-SDS2.5 W/(20)SDS WxZf TYPICAL HDU8-SDS INSTALLATION WHERE. 'APPLICABLE . SCALE: NONE #4 REBAR.W/I 12 MINIMUM HORIZONTAL EXTENSION STD. HOOK STRAP PER PLAN LOCATE UNDER STRAP LOCATION ABOVE --- 4"0 FTG -`� GRAWNKET # PER PONY WALL CONSTRUCTIqN: 2x6 MATCH ABOVE 0 16 O.C. SHEARWALL SPECIFICATIONS FROM SHEARWALL ABOVE VSTEM WALL . PER PLAN FOOTING PER PLAN 3- C;L RE PL ING TYPICAL' PONY WALL ' MERE APPLICABLE SCALE: NONE PRE -ENG ROOF TRUSSES 0 24* D.C. R00FING PER PLAN BAFFLE W/ 1- MIN. AIR SPACE 12 H2.51 H4# H5 EA TRUSS/RAFTER DR SEE H-1 @ EVERY OTHER TRUSS/RAFTER TO TOP PLATES PLAN INSUL BAFFLE R SCRND. VENT BLXG. POSITION TO TRANS. ROOF FORCES TO 12' ABV BLOWN TOP PL. RIP FROM 2xg TO FIT VERT. EDGE NAIL ROOF SHTH G 8d GALV. 0 6 O.C. 6" ABV BATT 1/2" G.W.B. 2-24 TOP PLATES-,-� LAP SPLICES 48' W/(8)16d 6x8 OR 48 #2 D.F. HDR.�,� UNLESS NOTED 48 W/2' FOAM BOARD 1/2" G.W.B. R-21 INSULATION: U.N.O. NAIL TO FREE EDGE OF - STUD OR PROVIDE 4 MIL VAPOR BARRIER. 2x6 #2 H.F. STUDS 0 16' D.C. STRUCT. MEMBERS TO BE #2 HEM/FIR OR BETTER 3�4 " APA RATED T&G CD INT /�XT. GLUE, NAIL W/10d 6 O.C. 0 EDGES & SOLID BLK'G 10" D.C. IN FIELD FLOOR JOISTS PER PLAN DBL UNDER PARALLEL PART. le MIN. CLEARANCE 127 MIN UNDER BEAMS R-30 INSULATION U.N.O. INSUL PLUMBING & MECH. INT. GRADE 6 MIL BLACK POLY BARRIER LAP 12- MIN & UP F,/W TO SILL 3 .26 GA. CONT. ALUM. GUTTER TYPICAL FASCIA PER PLAN SIDING PER ELEV. 0/ 15# FELT. 5/8" T-1-11 PLYWD OR 112' COX PLYWOOD SHTG OR 7 16- O.S.B., NAIL 8d 6* C EDGE 12" IN FIELD (SHEARWALL CRITEAA PRESIDES) 2x6 BASE PL W/16d 0 16' O.C. TO JST &�2-16d EA STUD 2xx R,� MJOIST W/3 -16d EA JST & SLANT NAIL RIM TO PLATE W/16d 0 6- O.C. TYP LAP SHEATH'G FOR SHEAR TRANSFER 2x4 PRESS. TRI'D SILL PLATE SEE REBAR REQUIREMENTS WALL CRITERIA PRESIDES) .7, 100 0 -GRADE, SLOPE AWAY IF.411- I I r FROM FOUNDATION 0 1/4' PER FOOT ROOF DRAIN -4" TIGHTLINE 6 SEP FROM FTG DRAIN V--�l e DIA PERF PIPE IN WASHED 1-0 GRAVEL. CONNECT TO ONE-- STORY SECTION- APPROVED DISCHARGE WHERE APPLICABLE 2tCp H.F.. S 0 16 D.C. STRUCT. MEMBERS TO BE 12 HEM/fIR OR BETTER 4" CONC. SLAB ON SA FILI. TAMP AS REQ SCALE: 3/8"' = 1- 0- 3 8;1 MIN COX PLYWOOD SHTG IN L 6* EDGES, 12" FIELD 20 PRESS. TRT`D SILL PLATE SEE REBAR REQUIREMENTS V 26 GA. CONT. ALUM. GUTTER :lk- -M -GRADE: SLOPE AWAY V 1gur - owl �J Al FROM FOUNDATION R7- CE 11-1/8* HARDBOARD TREAD I W/ ROUNDED NOSING 0 1/4' PER FOOT OR 2x1 2 W/45d EDGE ROOF DRAIN -4" TIGHTLINE (3) 2x12 STRINGERS TY . P - SEP FROM FTG DRAIN 4' DIA PERF PIPE IN WASHED GRAVEL CONNECT TO GARAGE WALL SECTION APPROVED DISCHARGE WHERE APPLICABLE SCALE: 3/8" 1'- 0" 2X6 #2 HEMMR R 3. HANDRAIL SHALL BE 34" MIN & 38* MAX. ABOVE STAIR 3/4' APA RATED T&G CD INT C D INT 0 d �/W. GLUE, NAIL W/10d 1/2" COX PLYWOOD SHTG 14AIL 6" EDGES, 12* FIELD 6 O.C. 0 EDGES & SOLID BLK'G-� 0 Lj D BLK'G 10* O.C. IN FIELD 2x6 BASE PLATE FLOOR JSTS PER PLAN 2x RIM JOIST SOLID BLK *SUPPORTS 4. INSTALL FIREBLKG 0 MID STRINGER SPAN & WALL PER R602.8. 2-26 TOP PLATES LAP SPLICES 4e 3/8' MIN SOFFIT CONT. VENT R-30 INSULATION U.N.O. I CAN11LEVER WILL 51T ON L L 0/ UNHEATED SPACES STANDARD EXT. WALL -2 STORY PER PLAN OR STANDARD FND WALL CANTILEVER SECTION -WHERE . APPLICABLE SCALE: 3/8" = l'-. 0*1 V NOTE: DEFERRED SUBMITTAL ITEMS: 1. ROOF TRUSS AND LATERAL ENGINEERING 2. MECHANICAL DRAWINGS IF APPLICABLE PRE -ENG ROOF SCISSOR TRUSSES 0 24* D.C. ROOFING PER PLAN BAFFLE W/ 1' MIN. AIR SPACE H2.5, H4, H5 EA TRUSS/RAFTER OR 12 H 1 0 EVERY OTHER TRUSS/RAFTER TO TOP PLATES R N' PER PLAN BAFFLE W/ 1 1 H2.5 ' H 2 H 1 X0 T L E S E 2x SCRND VENT BLKG. EA BAY 0: INTERIOR PITCH: RAN I CH. POS11ION �d TRANS. ROOF FORCES TO PER PLAN TOP PL. I RIP FROM 2x, TO FIT VERT. EDGE NAIL ROOF SHJG 8d GALV. 0 6wO.C. R 38 INSUL PER 2012 WSEC 1/2' G.W.B. 26 GA. CONT. ALUM. GUTTER 3/4- PLYWOOD RISER TYPICAL FASCIA �J Al OR 1x8 RIPPED TO FIT R7- CE 11-1/8* HARDBOARD TREAD I W/ ROUNDED NOSING r V O.F T U K W"i L OR 2x1 2 W/45d EDGE 1/2- G.W.B. 13 (3) 2x12 STRINGERS TY . P - OCT 0 3 2016 U.N.O. MIDDLE STRINGER W1 STRONG BACK 1. HEADROOM, 6'-8- MIN. NDTH, 3'-0- MIN. PER I.R.C. R311.7 2. TREADS 10- MIN., RISERS 7 3/4- MAX. R311.7.4 PERMIT CEENTER 3. HANDRAIL SHALL BE 34" MIN & 38* MAX. ABOVE STAIR NOSING. HANDRAIL 1-1/2- MIN. & 2- MAX. IN CROSS SECTION & 1-1/2- MIN.- OR 3-1/2- MAX. FROM WALL, RETURN EA. END TYP. PER U.B.C. R311.7.8 4. INSTALL FIREBLKG 0 MID STRINGER SPAN & WALL PER R602.8. 5. I.R.C. 302.7 ENCLOSED AND ACCESSIBLE SPACE UNDER STAIRS IS TO BE COVERED NTH A MINIMUM 1/2* G.W.B. STAIR SECTION DETAIL. WHERE APPLICABLE SCALE: NONE NOTE: DEFERRED SUBMITTAL ITEMS: 1. ROOF TRUSS AND LATERAL ENGINEERING 2. MECHANICAL DRAWINGS IF APPLICABLE PRE -ENG ROOF SCISSOR TRUSSES 0 24* D.C. ROOFING PER PLAN BAFFLE W/ 1' MIN. AIR SPACE H2.5, H4, H5 EA TRUSS/RAFTER OR 12 H 1 0 EVERY OTHER TRUSS/RAFTER TO TOP PLATES R N' PER PLAN BAFFLE W/ 1 1 H2.5 ' H 2 H 1 X0 T L E S E 2x SCRND VENT BLKG. EA BAY 0: INTERIOR PITCH: RAN I CH. POS11ION �d TRANS. ROOF FORCES TO PER PLAN TOP PL. I RIP FROM 2x, TO FIT VERT. EDGE NAIL ROOF SHJG 8d GALV. 0 6wO.C. R 38 INSUL PER 2012 WSEC 1/2' G.W.B. SCISSOR TRUSS SECTION WHERE APPLICABLE SCALE: 3/8" = 1'- 0" PRE -ENG ROOF TRUSSES 0 2e O.C. Room PER PLAN INSTALL PER MFG SPECS. 12 BAFFLE W/ 1" MIN. AIR SPACE FE LA (H- H2.5, H4, H5 EA TRUSS/RAFTER OR N �- N _1 0 EVERY OTHER TRUSS/RAFTER TO TOP PLATES AA OVIA11U. VL11 I LILINV. INSUL BAFFLE OSITION TO TRANS. -ROOF FORCES TO 12" ABV'BLO Top PLAIL fF FROM 2�,6 TO FIT VERT. WN EDGE N OOF SHTH 0 8d GALV. 6" ABV BATT 0 6" O.C. TYP. JLATION PER 2012 WSEC - R44 5 1/Z G.W.B. 2-24 TOP PLATES LAP SPLICES 48- W(8)i6d 6x8 OR 48 12 D.F. HDR. UNLESS NOTED �� 48 W/ 2� FOAM BOARD R-21 INSULATION: U.N.O. r= NAIL TO FREE EDGE OF STUD OR PRO14DE 4 MIL VAPOR BARRIER. 2x6 H.F. STUDS 0 16' O.C. OR 14t O.C. STACK FRAME S TR ER E UCT-ARMO'R SEW #2 EM B 3/4* APA RATED T&G CD INT MM. GLUE, NAIL W 10d BU('G 6 O.C. 0 EDGES & OUD 10* O.C. IN FIELD SOLID BLK FLOOR JSTS PER PLAN .0 SUPPORTS DBL UNDER PARALLEL PART. 1/2* G.W.B. 2-24 TOP PLATES LAP SPLICES 48' W(8)16d 600 OR 410 #2 D.F. HDR. UNLESS NOTED 400 W/ 2" FOAM BOARD 1/2" G.W.B. 2x6 H.F. STUDS 0 16' D.C. OR A3 O.C. STACK FRAME STRUCT. MEMBERS TO BE 12 HEMMR OR BETTER Cn �1(4* .1A.PA RATED T&G CD INT JEXT GLUE, NAIL W/10d 6 D.C. 0 EDGES & SOLID BLK , G 10" O.C. IN FIELD SOLID BIX FLOOR JSTS PER PLAN 0 SUPPORTS DBL UNDER PARALLEL PART. 18* MIN. CLEARANCE R-30 INSULATION U.N.O. 12* MIN UNDER BEAMS INSUL PLUMBING & MECH. -SEE REBAR REQUIREMENTS (LEFT BOT. CORNER) - INT. GRADE 6 MIL BLACK POLY BARRIER LAP 12' MIN & UP F/W TO SILL .26 GA. CONT. ALLIM. GUTTER TYPICAL FASCIA SIDING PER ELEV. 0/ 15# FELT. 2x6 BASE PL W/16d 0 16" D.C. TO JST & 2-16d EA STUD -2x RIMJOIST W/3 -16d EA JST & SLANT NAIL RIM TO PLATE W/16d 0 6- O.C. TYP LAP SHEATH'G @IN BOTH DIRECTIONS FOR SHEAR TRANSFER PROVIDE VAPOR BARRIER OVER WARM SIDE OF INSULATION 0 RIM. (HERE AND 0 GARAGE TO HOUSE) 5/8" T-1-11 PLYWD OR 172' CDX PLYWOOD SHTG OR 7/16* O.S.B., NAIL 8d 6 O.C. EDGE, 12: IN FIELD (24' O.C. STUDS 6 IN FIELD) (SHEARWALL CRITERIA PRESIDES) 2x6 BASE PL, W/16d 0 16' O.C. TOJST & 2-16d EA STUD ,/-2x RIMJOIST W/3 -16d EA JST & SLANT NAIL RIM TO PLATE W/16d 0 6' O.C. TYP LAP SHEATHG FOR SHEAR TRANSFER -2x4 PRESS. TRT*D SILL PLATE SEE REBAR REQUIREMENTS (SHEARWALL CRITERIA PRESIDES) . t. 0 00 -GRADF- SLOPE AWAY FROM FOUNDATION 0 lle PER FOOT ROOF DRAIN -4* TIGHTLINE SEP FROM FIG DRAIN 4- DIA PERF PIPE IN WASHED GRAVEL CONNECT TO APPROVED.DWHARGE WHLNL AFFLIUABLL SCALE: 3/8" 1 31 0' 13404,11-4.2 3. MINIMUM THICKNESS FOR PLAIN CON IL WALLS SHALL BE 7.5 INCHES (191 MM) D FOR Date 0745462 INCHES (162 MM) IS PERMITTED WHERE E-MNO 5 L I A N C E WALL HEIGHT IS 4 FEET, 6 INCHES (13 MM)- APPROVED R404.1.5.2 CONCRETE WALL THICKNESS. E THICKNESS OF Scale 046 .00m CONCRETE FOUNDATION WALLS SH JEIUAWL 'E' PTE THAN THE THICKNESS� OF THE IN h16 City of Tukwila Q DINrf Dl)(ISION J", Job Sheet Of Sheets 26 GA. CONT. ALUM. GUTTER F= 2-26 TOP PLATES >. LAP SPLICES W W/(8 )16d TYPICAL FASCIA �J Al PER PLAN 6x8 OR 48 #2 D.F. HDR. UNLESS NOTED 48 /2- FOAM BOARD ----_SIDING PER ELEV. 0/ 15# FELT. 1/2* G.W.B. SCISSOR TRUSS SECTION WHERE APPLICABLE SCALE: 3/8" = 1'- 0" PRE -ENG ROOF TRUSSES 0 2e O.C. Room PER PLAN INSTALL PER MFG SPECS. 12 BAFFLE W/ 1" MIN. AIR SPACE FE LA (H- H2.5, H4, H5 EA TRUSS/RAFTER OR N �- N _1 0 EVERY OTHER TRUSS/RAFTER TO TOP PLATES AA OVIA11U. VL11 I LILINV. INSUL BAFFLE OSITION TO TRANS. -ROOF FORCES TO 12" ABV'BLO Top PLAIL fF FROM 2�,6 TO FIT VERT. WN EDGE N OOF SHTH 0 8d GALV. 6" ABV BATT 0 6" O.C. TYP. JLATION PER 2012 WSEC - R44 5 1/Z G.W.B. 2-24 TOP PLATES LAP SPLICES 48- W(8)i6d 6x8 OR 48 12 D.F. HDR. UNLESS NOTED �� 48 W/ 2� FOAM BOARD R-21 INSULATION: U.N.O. r= NAIL TO FREE EDGE OF STUD OR PRO14DE 4 MIL VAPOR BARRIER. 2x6 H.F. STUDS 0 16' O.C. OR 14t O.C. STACK FRAME S TR ER E UCT-ARMO'R SEW #2 EM B 3/4* APA RATED T&G CD INT MM. GLUE, NAIL W 10d BU('G 6 O.C. 0 EDGES & OUD 10* O.C. IN FIELD SOLID BLK FLOOR JSTS PER PLAN .0 SUPPORTS DBL UNDER PARALLEL PART. 1/2* G.W.B. 2-24 TOP PLATES LAP SPLICES 48' W(8)16d 600 OR 410 #2 D.F. HDR. UNLESS NOTED 400 W/ 2" FOAM BOARD 1/2" G.W.B. 2x6 H.F. STUDS 0 16' D.C. OR A3 O.C. STACK FRAME STRUCT. MEMBERS TO BE 12 HEMMR OR BETTER Cn �1(4* .1A.PA RATED T&G CD INT JEXT GLUE, NAIL W/10d 6 D.C. 0 EDGES & SOLID BLK , G 10" O.C. IN FIELD SOLID BIX FLOOR JSTS PER PLAN 0 SUPPORTS DBL UNDER PARALLEL PART. 18* MIN. CLEARANCE R-30 INSULATION U.N.O. 12* MIN UNDER BEAMS INSUL PLUMBING & MECH. -SEE REBAR REQUIREMENTS (LEFT BOT. CORNER) - INT. GRADE 6 MIL BLACK POLY BARRIER LAP 12' MIN & UP F/W TO SILL .26 GA. CONT. ALLIM. GUTTER TYPICAL FASCIA SIDING PER ELEV. 0/ 15# FELT. 2x6 BASE PL W/16d 0 16" D.C. TO JST & 2-16d EA STUD -2x RIMJOIST W/3 -16d EA JST & SLANT NAIL RIM TO PLATE W/16d 0 6- O.C. TYP LAP SHEATH'G @IN BOTH DIRECTIONS FOR SHEAR TRANSFER PROVIDE VAPOR BARRIER OVER WARM SIDE OF INSULATION 0 RIM. (HERE AND 0 GARAGE TO HOUSE) 5/8" T-1-11 PLYWD OR 172' CDX PLYWOOD SHTG OR 7/16* O.S.B., NAIL 8d 6 O.C. EDGE, 12: IN FIELD (24' O.C. STUDS 6 IN FIELD) (SHEARWALL CRITERIA PRESIDES) 2x6 BASE PL, W/16d 0 16' O.C. TOJST & 2-16d EA STUD ,/-2x RIMJOIST W/3 -16d EA JST & SLANT NAIL RIM TO PLATE W/16d 0 6' O.C. TYP LAP SHEATHG FOR SHEAR TRANSFER -2x4 PRESS. TRT*D SILL PLATE SEE REBAR REQUIREMENTS (SHEARWALL CRITERIA PRESIDES) . t. 0 00 -GRADF- SLOPE AWAY FROM FOUNDATION 0 lle PER FOOT ROOF DRAIN -4* TIGHTLINE SEP FROM FIG DRAIN 4- DIA PERF PIPE IN WASHED GRAVEL CONNECT TO APPROVED.DWHARGE WHLNL AFFLIUABLL SCALE: 3/8" 1 31 0' 13404,11-4.2 3. MINIMUM THICKNESS FOR PLAIN CON IL WALLS SHALL BE 7.5 INCHES (191 MM) D FOR Date 0745462 INCHES (162 MM) IS PERMITTED WHERE E-MNO 5 L I A N C E WALL HEIGHT IS 4 FEET, 6 INCHES (13 MM)- APPROVED R404.1.5.2 CONCRETE WALL THICKNESS. E THICKNESS OF Scale 046 .00m CONCRETE FOUNDATION WALLS SH JEIUAWL 'E' PTE THAN THE THICKNESS� OF THE IN h16 City of Tukwila Q DINrf Dl)(ISION J", Job Sheet Of Sheets DBL DTT27, INSTALLED W/ALL-THREAD 2x4 RAIL AND CAP 360 MIN. TO TOP OF CAP USE I*xl' MTL FLASHING HERE, ALSO EXTEND BLDG PAPER BEHIND LEDGER 2x4 2x6 OR. 5/44 OR 31,� PL� W/WEATHERPRODF') MEMBRANE H1 -H5 CLIP EA JST TO BEAM 2x LEDGER WITH 3/8*x4* GALV LAG BOLTS W/WASHERS 16' O.C. STAGGERED (2) 0 EACH END 2x2 PICKETS SO THAT F?z 10,, KE 11 111F 1, o CHY 6d" 1'641-�'0LA OCT 03 2016 A 4' SPHERE 14s-029 VARIES SEE PLAN lot -of, VARIES SEE PLAN MAY NOT PASS THRU '-0" SECURE W/ (3) 16d GALV. dc_�Ul > 7 TO RESIST 20# /LF LOAD 507. NOTE. RAILING NOT REQ. 30 ON DECKS W N 60 30* OF FIXED GRADE 90 '--- 2x RIM JOIST 45 "-SOLID BLOCKING END POST BEAM PER PLAN C, CONNECTION TO COL. 60 20 CLEAT BOTH SIDES 90 OR SIMPSON POST CAP 120 COLUMN PER PLAN 75 PROVIDE KNEE BRACES 105 FOR LATERAL RESISTANCE IF COLUMN EXCEEDS 4!-0* HT. MID POST 11* MIN. BLOCK (SANDWICH) I - F GRADE POST & THRU-BOLT NOTE:.. SIMPSON STEEL POST BASE USING GALV 3/8- CARRIAGE L ALL WOOD EXPOSED TO a" -A eINSTALL PER MFGS SPECS. WEATHER TO BE PRESS. TRT`D _= .. * *4 . BOLTS WITH WASHERS/NUTS OR HAVE NATURAL RESISTANCE T CONCRETE FOOTING 4x4 POST DETAIL TO DECAY - PER FDN. PLAN DECK DETAIL SCALE: 3/8" = 1 - WHERE APPLICABLE SCALE: 3/8" = 1'- 0" INSTALL (2) SIMPSON DTT2Z DECK TENSION TIES PER DECK (DECKS UNDER 30" ABOVE GRADE ARE EXEMPT) 5 FT SETBACKS FIRE -RATING MAXIMUM 18 ENCROACF (INCLUDING EAVE OR OV NO ROOF/ATTIC VENTILA 1 HR CONSTRUC11ON AT (5/8- GWB INTERIOR AN 5/8- GYPBOARD EXTERII FIRE RATED PLY UNDER BUMPOUTS THAT PROJECT 3/8 99=11-oll CLOSER THAN 5' TO PROP LINE ROOFING PER PLAN (PER STND DETAIL) COR -A -VENT OR EQUIV "IN -VENT" ROOF INTAKE VENT STRIP INSTALLED 36" FROM EDGE OF EAVE (CUT 1- D DETAIL) WIDE STRIP IN PLYWOOD 0 VENT) SOUD BLOCK, CUT TO FIT TIGHT AGAINST TOP PLATE & SHEATHING W/(4) 8d NAILS EACH BLOCK NO NTS ALLOWED IN BLOCK 2012 IRC - TABLE R302.1(1) INSUL PER WSEC NOTE: WHEN REPLACING STANDART BIRDBLOCKS WITH COR -A -VENT OR AN EQUIVALENT, USE A ' 10 SQ IN PER IFT EXCHANGE TRUSS & EAVE DETAIL 3/8 Is.=11-oll EAVIES CLOSER THAN 5' TO PROP LINE FIRE RESISTANT RATED PLYWOOD IT IS ,N )a INSUL PER WSEC GABLE. END DETAIL 3/8 11=11-oll: GABLE ENDS AT 5' TO PROPERTY LINE 4x4 RAIL POSTS TYP (6' O.C. MAX) F?z 10,, KE 11 111F 1, o CHY 6d" 1'641-�'0LA OCT 03 2016 R -Value' 14s-029 VARIES SEE PLAN lot -of, VARIES SEE PLAN Fenestration U -Factor b '-0" 0 > 7 Airflow in CFM 507. < 1,500 30 45 60 75 90 1,501-3,000 45 4x12 P.T. BEAM 75 90 C, 3,001-4,500 60 75 90 N) X 120 4,501-6.000 75 Z 105 120 135 6,001-7,500 co 105 120 1 135 150 > 7,500 100 1,20 135 150 165 _j CL 4, 0 Uj W 2c) 0) In 0 ZO =Z C710 co co U) M -0 :1 0 U) r- 0 _40 M F= to > " �> N 0 . 114 Wt > X - (-) 0 '_-1 LINE OF HOUSE rn I (f) ..2x8 P.T. LEDGER rri (/) LINE OF HOUSE - TYPICAL DECK PLAN- SCALE: 1/4 it = i t- off _51155:� tn_L_e2'!Tz, M1507.3 Whole -house mechanical ventilation system. Whole -house mechanical ventilation systems shall be designed in accordance with Sections M1507.3.1 through M1507.3.3. M1507.3.1 System design. The whole -house ventilation system shall consist of one or more supply or exhaust fans, or a combination of such, and associated ducts and controls. Local exhaust or supply fans are permitted to serve as such a system. Outdoor air ducts connected to th3 return side of an air handier shall be considered to provide supply ventilation. M1507.3.2 System controls. The whole -house mechanical ventilation system shall be provided with controls that enable manual override. M1507.3.3 Mechanical ventilation rote. The wholehouse mechanical ventilation system shall provide outdoor air at a continuous rate of not less than that determined in accordance with Table M1507.3.3(l). Exception: The whole -house mechanical ventilation system is permitted to operate intermittently where the system has controls that enable operation for not less than 25 -percent of each 4 -hour segment and the ventilation rate prescribed in Tcble M1507.3.3(l) is multiplied by the factor determined in accordance with Table M1507.3.3(2). TABLE M1507.3.3(l) CON11NUOUS MOLE -HOUSE MECHANICAL VEN11LAMON SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT FLOOR AREA (square feet) F?z 10,, KE 11 111F 1, o CHY 6d" 1'641-�'0LA OCT 03 2016 R -Value' NUMBER OF BEDROOMS Fenestration U -Factor b n/a 0-1 2-3 4-5 - 1 6-7 - > 7 Airflow in CFM 507. < 1,500 30 45 60 75 90 1,501-3,000 45 60 75 90 105 3,001-4,500 60 75 90 105 120 4,501-6.000 75 90 105 120 135 6,001-7,500 90 1 105 120 1 135 150 > 7,500 100 1,20 135 150 165 _j V1 . 04uulr 5VV - . .740 111ft I Wul%; lvvt Put T11111utu = V.VVVt/1Zf ma/s. TABLE M1507.3.3(2) INTFRUITTFINIT NMI F-Wf% KIP MFrWANl(%AI %XMMI AMM 0 Alr CAj_Troco.b RUN-TIME PERCENTAGE IN EACH 4 -HOUR F?z 10,, KE 11 111F 1, o CHY 6d" 1'641-�'0LA OCT 03 2016 R -Value' R -Value' Fenestration U -Factor b n/a SEGMENT 257. 33% 507. 66% 75% 100% 1 ff] Factora 4 3 2 1.5 1.3 1.0 a. tor ventilation system run time values betweei those given, the factors are permitted to be determined by interpolation. b. Extrapolation beyond the table is prohibited. Prescriptive Energy Code Compliance for All Climate Zones in Washington. All Climate Zones F?z 10,, KE 11 111F 1, o CHY 6d" 1'641-�'0LA OCT 03 2016 R -Value' R -Value' Fenestration U -Factor b n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling 49 J 0.026 Wood Frame Wall g,k,l 21 int 0.056 Mass Wall R -Value 1 21/21' 0.056 Floor 309 0.029 Below Grade Wall ,k 10/15/21 int + TB 0.042 ,Slab R -Value & Depth d 1 10, 2 ft n/a For SI: I foot .= 304.8 mm, dii .= continuous insulation, int .= Intermediate taming. a. R-volues are minknums. U -factors and SHGC are moximums. When insulation Is Installed In a cavity which Is less than the label or design thickness of the insulation, the compressed R-volue 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 skyligtits. The SHGC column applies to all glazed fenestration. Exception: Skylghts 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. c. '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 stab 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 wait. "10/13* means R-10 continuous Insulation on the Interior or exterW of the home or R-13 cavity insulation at the interior of the basement wait. *TB* means thermal break between floor stab and basement wall. d. R-10 continuous insulation is required under heated slob on grade floors. See R402.2.9.1. e. There are no SHGC requirements in the Marine Zone. E Basement wall insulation is not required in worm -humid locations as deffied by Figure R3011.1 and Table R301.1. g. 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-volue 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. I. The second R-volue applies when more than half the insulation Is on the interior of the mass wall. � For single rafter- or joist-voulted ceirings, 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. 1. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement Building Air Leakage Test!= 2012 Washington State Energy e (WSEC) section R402.4.1.2 requires air leakage testing for all new houses and additions. The requirement is met if the structure has a leakage rate of 5 air changes per hour when depressu(rzed veith a blower door to 50 Pascals or less (5ACHst). A Pascal is a measurement of pressure. 249 1 Pascals are equal to ?of water column. The test must be performed using a Blower Door device which consists of a large fan, a frame and panel. A anometer (pressure gauge) is used to read house and fan pressures. WSEC states that the test.may be performed at any time after rough in. All penetrations in the building envelope must be sealed including those for utilities, plumbing, electrical, ventilation and combustion appliances. The code also states that when required by the building official, the test shall be conducted by on approved third party. To conduct the test 1. Close all windows, doors and fireplace and stove doors. 2. Close all dampers including exhaust intake, make-up air, backdraft and flue dampers. Since you will be depressurizing the hous% dampers in both fans, etc. will be sucked closed during the test and will therefore not negatively affect the results'. 3. Make sure plumbing traps are filled with water. 4. Leave doors between heated areas open. 5. Open access hatches to conditioned attics and/or conditioned crowl spaces. Leave hatches closed if these are unconditioned areas. 6. Seal exterior openings for continuously operating ventilation systems and heat recovery ventilators. 7. Turn off heating and cooling systems but do not seat supply or return registers. 8. Adjust all combustion applianc�s so that they do not -turn on during the test. 9. Install the blower door in on exterior door opening and connect hoses from the manometer to the blower door fan and the exterior pressure tap. See mandobtdarctlons for correct set-up. 10. Depressurize the house to -50 Pascals. 11. Record the flow rate (with siniple manometers, the fan pressure (Pa) is converted iouffi§ a flow table. Many digital manometers said with blower doors can automatically perform this conversion, and displ(W Ofttly.) Consult your blower door and manometer manuals. You now must convert the flow rate (CFW) to ACK& Use the following formula. ACH50 = (CFM50 X 60) / Volume Where: ACH50--Air Changes per Hour at -50 Pascals CFM50 X 60 = Converts Cubic Feet per Minute to Cubic.Feet per Hour Volume = Conditioned floor area of the housing unit multiplied by the ceiling height Example. A blower door test has been done on a 2,000 square fat �-house-ond(he4Gn`_" 50)- -ate is 1100 CFM. REVIE ED F R ADDITIONAL WSEC NOTES: 1 . 75% OF ALL INSTALLED LIGHTING IS TO BE HIGH- EFFI Cl ENCY. 2. A PROGRAMMABLE THERMOSTAT MUST BE INSTALLED. 3. A DUCT SEALING AFFIDA\A7 MUST BE SUPPLIED (WHERE APPLICABLE) F?z 10,, KE 11 111F 1, o CHY 6d" 1'641-�'0LA OCT 03 2016 ACH50 = (CFM50 X 60) / Volume ACH50 = (1100 X 60) / (2000 X 8 ACH50 66,000/16,000 CODE COMPLIANCE APPROVED DEC 0 9 2016 4. 5.- DOOR BLOWER TESTING IS REQUIRED (PER 502.4.5) AN ENERGY CODE COMPLINACE CERTIFICATE IS TO BE POSTED WITHIN 3 FEET OF THE ELECTRICAL PANEL (PER 105.4) ACH50 = 4.1 PERN"T CE:NTERince the code requires the ACH% to be less than 5, this house compli AM An tha ana ^AWIF-At. - , #k .1 tA 1 .1 119tiv-6ht-bl"Ift City of Tukwila - --- All_�-i : - "if � jj . 1. AN INSULATION CERTIFICATE IS REQUIRED FROM THE INSTALLER. ? 2010 Wo"gton Side UnIvetilty Extensim Energ ProWom. This pAkaft owtains mate" witten ancl pvdwW for puUk 6bbution. Permisstan to copy or dissembde all or part of this material 2. NON -FULL WIDTH HEADERS ARE TO BE INSULATED TO FULL DEPTH. Is grmtK provk1ed that the copies am not made or distriltuted for commemkil odmtaA and that eath Is teftreneed by title wM a -Wt to the Waft*on State Univeivity EAertsion Dwg Propm. Copft 3. NO HEATINC/COOLING STACKS IN EXTERIOR WALL CAMTIES. mprinting or dswination, deebronf: or otherwise, for any other use mtpim Vlar witten pennission 4.' HEATING/ OOLING DUCTS IN FLOOR /WALL /CEILI N G ARE S NOT from the Washington State Unlvers4 Extension Energy Program. MIMI) 10-M Rev. 1, 2010 DISPLACE REQUIRED INSULATION. 5. RETURN AIR MUST BE DUCrED, (NON -DUCTED JOIST BAYS NOT ALLOWED). SCa1eA6--WW Drawn -.V_ -e Job Shoot 6 Of Sheets BUILDING CODE 2015 INTERNATIONAL BUILDING CODE K00f LOAD DEAD LOAD: 15 psf FLAT ROOF SNOW LOAD: 25 psf SNOW EXPOSURE FACTOR (Cc): 1. 1 SNOW LOAD IMPORTANCE FACTOR (15): 1.0 THERMAL FACTOR (Ct): 1. 1 WINE) DE51GN DATA - 1. BA51C WIND SPEED: I 10 MPH 2. WIND IMPORTANCE FACTOR (1w): 1.0 BUILDING CATEGORY: 11 3. WIND EXPOSURE: D 4. Kzt = 1.00 5. INTERNAL PRESSURE COEFFICIENT: NA G. APPLICABLE WIND PRE55URE FOP, COMPONENTS AND CLADDING: NA SE51MIC DE51GN DATA 1. SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC USE GROUP: 1 2. SPECTRAL RESPONSE ACCELERATION (55): 15 1.0% G 3. 51TE CLA55: D (A55UMED) 4. SPECTRAL RESPONSE COEFFICIENTS (5D5): 100.7%G 5. SEISMIC DE51GN CATEGORY: D G. BA51C 5E15MIC-FORCE-RE515TING SYSTEM: 5HEARWALL5 7. DE51GN BASE SHEAR: SEE CALCULATIONS 8. 5EI5MIC RESPONSE COEFFICIENT (CO 0. 108 9. RE5P0N5E MODIFICATION FACTOR (R): G.5 10. ANALY515 PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE FRAMING LUMBER 1. FRAMING LUMBER, SHALL BE HEM -FIR NO. 2. GRADES ARE TYPICAL UNLE55 OTHERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED PEP, WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL 13E APA RATED PLYWOOD, EXPOSURE I SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51-53, APA PRP- 108, OR VOLUNTARY PRODUCT STANDARD P5E-92. PROVIDE A MINIMUM Of lla�' EDGE D15TANCE ON ALL NAILS AND Y8" EXPAN51ON JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE'V32" I NT -APA RATED PLYWOOD OR 7/r.11 0513 \MTN EXTERIOR GLUE, P.I. 24/0. NAIL \MTN 5d NAILS AT G" ON CENTER AT PANEL EDGES AND 1211 ON CENTER AT INTERMEDIATE MEMBERS. SUB FLOORING TO BE 3/4" TONGUE AND ' GROOVE C -D INT -APA RATED PLYWOOD OR 055 WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL \MTN I Od NAILS AT G" ON CENTER, AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE MEMBERS. 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLE55 NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLE55 NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL 13E CUT OR NOTCHED UNLE55 SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. GENERAL 1. ALL MATERJAL5 AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY Of THE BUILDING. THE CONTRACTOR SHALL PROVIDE AE)EQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO 05HA 5TANDARD5. ANY DEVIATION MUST BE APPROVED BY 05MA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE 50LELY RESPONSIBLE FOP, ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION Of ADJACENT PROPERTY, 5TRUCTURE5,5TREET5 AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR COORDINATING THE -WORK Of ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION Of THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. G. SHOP DRAWINGS FOR PREFABRICATED TRU55E5 AND MANUFNCTURED FLOOR JOISTS SHALL 13E SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 10. PROVIDE DOU13LE J015T UNDER ALL PARALI EL PARTITION WALLS AND 50LID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. 1 1. CONTACT TH15 OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS. 1 1. ARCHITECTURAL AND MECHANICAL PLANS ARE CON51DERED A PART Of THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION Of MEMBER5, ELEVATIONS, DIMEN51ON5 AND LOCATIONS OF ALL OPENINGS, ETC fl. Nil I' r y 0 T U i 10-di'i L, A i 04 OCT 03 2 16 R.w p 0 z 7016 --LATL&6L ONLY Drawn By: TG Checked I3y:CHRJ5 Date: 09 -OG- I G 5DA JOB NO. 7879 5TRUCTURAL NOTE5 5-1.0. 7. DRAWINGS INDICATE GENERAL AND TYPICAL 5. PROVIDE PROPERLY 51ZED WASHERS UNDER DETAILS Of CONSTRUCTION. "ERE CONDITIONS C\l u') C) C\j LU lu ui > cm BEARING ON WOOD. < 't E u� Lu 01 u- Co q) z Lu G. PROVIDE 3ux3W.229" WASHERS AT ALL ANCHOR < -)� C\l Z u! C) a .0 C\i oi m C0 2 co C) C\j tu ui 7. BOLT HOI F5 SHALL BE NOMINAL DIAMETER Of C\l (r) BOLT PLU5)(G" UNLE55 NOTED OTHERWISE. LAG z 0 uj I: 10. PROVIDE DOU13LE J015T UNDER ALL PARALI EL PARTITION WALLS AND 50LID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. 1 1. CONTACT TH15 OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS. 1 1. ARCHITECTURAL AND MECHANICAL PLANS ARE CON51DERED A PART Of THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION Of MEMBER5, ELEVATIONS, DIMEN51ON5 AND LOCATIONS OF ALL OPENINGS, ETC fl. Nil I' r y 0 T U i 10-di'i L, A i 04 OCT 03 2 16 R.w p 0 z 7016 --LATL&6L ONLY Drawn By: TG Checked I3y:CHRJ5 Date: 09 -OG- I G 5DA JOB NO. 7879 5TRUCTURAL NOTE5 5-1.0. 7. DRAWINGS INDICATE GENERAL AND TYPICAL 5. PROVIDE PROPERLY 51ZED WASHERS UNDER DETAILS Of CONSTRUCTION. "ERE CONDITIONS HEADS AND NUTS Of ALL BOLTS AND LAG SCREWS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 51MILAR CHARACTER LU BEARING ON WOOD. TO DETAILS SHOWN, 51MILAR DETAILS Of CONSTRUCTION SHALL BE USED z Lu G. PROVIDE 3ux3W.229" WASHERS AT ALL ANCHOR SUBJECT TO REVIEW BY THE ENGINEER. Lu > BOLTS. 8. ALL DETAILS DE51GNATED AS STANDARD OR C) 7. BOLT HOI F5 SHALL BE NOMINAL DIAMETER Of TYPICAL SHAH OCCUR IN ADDITION TO ANY OTHER (r) BOLT PLU5)(G" UNLE55 NOTED OTHERWISE. LAG SPECIFIC DETAIL CALLED OUT. uj BOLT PILOT HOLES SHALL BE PRE -DRILLED TO GO% ry OF THE NOMINAL DIAMETER OF THE LAG BOLT 9. COORDINATE \MTN MECHANICAL, PLUMBING, AND >> UNLE55 NOTED OTHERWISE. ELECTRICAL DRAWINGS FOR 51ZE AND LOCATION Of z ALL OPENINGS REQUIRED FOP, DUCTS, PIPES, PIPE ------ 8. ALL SILL PLATES SHALL BE BOLTED TO THE 51 EEVE5, ELECTRICAL CONDUITS, AND OTHER ITEMS FOUNDATION WITHW8" MINIMUM DIAMETER BOLTS TO BE EMBEDDED IN CONCRETE OR OTHERWISE SPACED AT A MAXIMUM Of 48" ON CENTER. BOLTS INCORPORATED IN STRUCTURAL WORK. MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MA5ONKY. SEE PLANS AND DETAILS 10. PROVIDE OPENINGS AND SUPPORTS, AS FOR SPECIFIC REQUIREMENTS "ERE APPLICABI E. REQUIRED PER STANDARD DETAILS FOR HEATER.5, MECHANICAL EQUIPMENT, VENT5, DUCTS, PIPING, 9. RIM JOIST 15 TO BE IY4" L5L MINIMUM. ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED.. 10. PROVIDE DOU13LE J015T UNDER ALL PARALI EL PARTITION WALLS AND 50LID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. 1 1. CONTACT TH15 OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS. 1 1. ARCHITECTURAL AND MECHANICAL PLANS ARE CON51DERED A PART Of THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION Of MEMBER5, ELEVATIONS, DIMEN51ON5 AND LOCATIONS OF ALL OPENINGS, ETC fl. Nil I' r y 0 T U i 10-di'i L, A i 04 OCT 03 2 16 R.w p 0 z 7016 --LATL&6L ONLY Drawn By: TG Checked I3y:CHRJ5 Date: 09 -OG- I G 5DA JOB NO. 7879 5TRUCTURAL NOTE5 5-1.0. SHEARWALL SCHEDULE �.CDX) MARK SHEATHING I EDGE NAILING I FIELD NAILING I SII L PLATE & I CONN. 0 FND BOTTOM/TOP PLATE CONN. A CDX ONE 8d 0 6" O/C 8d 0 12" O/C %" 0 A.B. 0 48" O/C W/ 2x SILL LTP4 0 20" O/C W/ 2x BOTTOM EDGE FACE do <> Cf) PLATE PLATE A2 CDX ONE 8d 0 4- O/C 8d 0. 12" O/C 0 A. B. 0 36" O/C W/ 2x SILL LTP4 0 14" O/C W/ 2x BOTTOM (24) 10d COMMON FACE I ix" NA PLATE PLATE /,3\ 1%2" CDX ONE 1 Od 0 4" O/C 1 Od 0 12" 0 A. B. 0 30" O/C W/ 3x SILL LTP4 0 12" O/C W/ 2x BOTTOM CS14 FACE I I O/C I PLATE PLATE 5HEAKWALL NOTE5 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM -FIR, NO. 2 UNLE55 NOTED OTHERM5E ON PLANS. ALL SHEATHING EDGES MUST BE BACKED MTN 2x OP, WIDER FRAMING (SEE NOTE #3). 2. 5HEATll'iNG MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL 5HEARWALL SHEATHING MUST EXTEND TO THE OUT15DE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE IN51DE EDGE Of FRAMING AROUND OPENINGS. 3. WHERE SHEATHING NAILING 15 5HEARWALL #3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LE55 THAN A SINGLE 3 -INCH NOMINAL MEMBER. ADDITIONALLY, WHERE 5HEARWALL5 ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3 -INCH NOMINAL MEM13ER OR PANEL JOINTS MUST BE STAGGERED. (2)2X MAY BE 5UB5TlTUTED FOR A 3x MEMBER PROVIDED THE MEMBERS ARE STITCH NAILED TOGETHER wl I Od COMMONS @ G"O/C FROM EACH SIDE. 4. 5HEARWALL NAILING CRITERIA 15 BASED ON TABI F 230G.4.1 OF THE INTERNATIONAL BUILDING CODE . VALUES ARE BASED ON HEM -FIR, NO. 2 FRAMING MTN COMMON NAILS. 5. HOLDOWN5 AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS Of MANY 5HEARWALL5. 51ZE5 AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS ANDVOR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT I ENGTH, ETC. WHERE (2) 2)es ARE USED AS A HOLDOWN POST, 5HEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. G. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM Of 7" INTO CONCRETE OR, GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3"COVEP, FOR CONCRETE CAST AGAINST SOIL. A 3X3X.229" PLATE WASHER 15 REQUIRED. THE PLATE WASHER 5HAL EXTEND TO WITHIN Y211 Of THE EDGE Of THE 130TTOM PLATE ON THE SHEATHED SIDE. FOR 2XG WALLS SHEATHED ON 130TH SIDES, THE PLATE WA5HER5 MAYBE STAGGERED, OR YOU CAN USE 4 X2 X4X2 X.220" WASHER CENTERED ON THE PLATE 7. ALL MACHINE BOLTS SHALL BE A5TM A307 OR BETTER. HILTI KWIK BOLT5/51MP50N TITEN HD BOLTS Of THE SAME DIAMETER, AS SHOWN IN THE 5HEARWALL SCHEDULE MAY BE SUBSTITUTED FOP, ANCHOR BOLTS INTO EX15TING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM Of 5" INTO EX15TING CONCRETE. 8. ALL NAILS AND CONNECTORS IN CONTACT MTN PRESSURE TREATED WOOD (EXCEPT FOP, BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OK 5TAINLE55 STEEL TO RE515T CORROSION. 9. WHERE I Od NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. 10. 0513 Of EQUAL OR GREATER THICKNE55 MAY BE 5UEk5TITUTED FOR CDX SPECIFIED IN 5HEARWALL SCHEDULE. HOLDOWN SCHEDULE *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS THRU BOLTS EMBEDMENT/ MINIMUM C\l U) MODEL ANCHOR OR STRAP EDGE le do <> Cf) BOLT NAILS/SCREWS LENGTH DIST. iii cm u- to LSTHD8RJ N/A (24) 10d COMMON 8" EMBED ix" NA NA STHD1 4/RJ N/A (38) 16d COMMON 14" EMBED ix" NA NA CS14 N/A (30) 10d COMMON 34 " + CLEAR CENTER ON NA NA IN SINGLE STUD SPAN RIM JOIST z 0 HOLDOWN NOTES 1. ALL -THREAD BOLTS SHALL CONFORM TO A5TM A307. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH fc = 2500 P51 3. ALL HOLDOWN5 REQUIRE A (2) 2x P05T UNLESS NOTED OTHERWISE. HDU I I AND HHDQ 14 REQUIRE A GxG D F# 2 MINIMUM P05T SIZE, U.N.O. WHERE HOLDOWN5 ARE INSTALLED INTO THE WIDE FACE OF THE STUD, THE 5TUD5 MUST BE STITCH NAILED TOGETHER W1 I Gd SINKERS STAGGERED @ 4" O/C. 4. MINIMUM EDGE DISTANCE 15 FOR, FORMED CONCRETE EXP05ED TO WEATHER, OR SOIL. FOP, CONCRETE CAST AGAINST 501L PROVIDE 3" CLEAK TO ANCHOP, BOLT. 5. NAIL55CREW5 TO HOLDOWN P05T SHALL 13E PER MANUFACTUREK5 SPECIFICATIONS. G. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCL05ING 2ND 51DE OF WALL. HOLDOWN NOTE5 1. ALL -THREAD BOLTS SHALL CONFORM TO A5TM A307. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH fc = 2500 P51. MINIMUM WALL THICKNE55 15 8". 3. ALL HOLDOWN5 REQUIRE A (2)2x P05T UNLE55 NOTED OTHERWISE. WHERE HOLDOWN5 ARE INSTALLED INTO THE WIDE FACE Of THE STUD, STUDS MUST BE STITCH NAILED TOGETHER, wl I Gd 51NKER5 STAGGERED @ 4"cVc. 4. MINIMUM EDGE D15TANCE 15 fOK FORMED CONCRETE EXP05ED TO WEATHER, OK SOIL. FOR, CONCRETE CAST AGAINST 501L PROVIDE 3" Cl EAK TO ANCHOR, BOLT. 5. NAJLS�5CREWS TO HOLDOWN P05T SHALL 13E PEP, MANUFACTURERS SPECIFICATIONS. G. WHEN FIELD CONDITION 13ECOME I F55 THAN MINIMUM SHOWN, CONTACT ENGINEER, PRIOP, TO PROCEEDING. 7. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO F-NCL05ING SECOND SIDE OF WALL. HOLDOWN POST. SEE HOLDOWN SCHEDULE OR LENGTH OF FOP, DOUBLE SIDED 5HEARWALL5, THE PLAN FOP, MINIMUM -SHEARWALL SHEATHING ON EACH FACE MUST EXTEND REQUIREMENTS-\ CONTINUOUS BETWEEN HOLDOWN PO5T5 YA55HOWN. LOCATION Of HOLDOWN TO BE INSTALLED OPENING PEK PLAN RJ '*��TYPE OF HOLDOWN TO BE INSTALLED x-_5HEARWALL DESIGNATION - SEE 5HEARWALL SCHEDULE FOR FRAMING, NAILING AND LATERAL MARKING LEGEND ANCHORAGE REQUIREMENTS "NKVVIA OCT 03 20116 PERNUT CENTEIR 11-i Q) z Lu 0 T) Lu W/ z 0 T) 0 U-1 M C\j Drawn BY: TG Checked By:CHR]5 Date: 09 -OG- I G 5DA JOB NO. 7879 5TRUCTURAL NOTE5 -2. 0 C\l U) C\l tu ui C', <> Cf) E 0i . U4 - iii cm u- to 'qn) 12 0) cp < 0 -)i cm & 0 C\l Gi 2 Cf) q C\j :g cl Lu LO 04 L6 z 0 r_ CL 11-i Q) z Lu 0 T) Lu W/ z 0 T) 0 U-1 M C\j Drawn BY: TG Checked By:CHR]5 Date: 09 -OG- I G 5DA JOB NO. 7879 5TRUCTURAL NOTE5 -2. TRU55 PEP, eld @ G" O/C INTO H I CLIP @ EACH TRU55 (2411 O/C MAX) WALL PER PLAN - NAIL SHEATHING INTO EA MEMBER Of TOP PLATE NAIL SHEATHING TO BLOCK W1 8d @ 411 O/C VENTILATION MAY BE REQ'D AT BLOCKING. VERIFY METHOD W1 ENGINEER PRIOR TO CONSTRUCTION. BIRD BLOCKING 15 ACCEPTABLE. NAIL ROOF 5HTG TO TOP CHORD w/ 8d @ Gil 0/c 13 (4) 1 Gd NAILSEP94' f ROM 13RACE TO _f's BLOCK 2x4 BLOCK @ EACH, DIAGONAL BRACE 2x4 DIAGONAL BRACE @ 4511 O/C A DI C- /Q r-% Lj I— L—.Z --) SCALE: 3/4"= P -O' I I I /Gd@EA 5HEARWALL EDGE NAILING J015T 5HEAPWALL EDGE NAILING TO BOTTOM PLATEN TO BOTTOM PLATE I Od @ G" O/C TO I Od @ G" O/C TO RIM - P11 M (2) ROWS OF (2) ROWS OF 5HEARWALL EDGE 5HEARWALL EDGE OLDOWN PER PLAN INSTALLED NAILING INTO RIM (TYP NAILING INTO RIM (TYP PER MANUFACTURER 2 -PLACES) 2-PLACE5) EK 5HEARWALL EDGE U (n 5HEARWALL EDGE 5HEARWALL EDGE NAILING INTO EACH STUD. STITCH Z U -j NAILING VJ015T PER PLAN NAILING STAGGERED 015T PER PLAN NAIL STUDS TOGETHER PER LU > STAGGEREDINTO (I -JOIST 5HOWN) INTO TOP PLATE (I -JOIST 511OWN) HOLDOWN SCHEDULE. fOl I r-A'K1A11r-L X_%f-j I %7LA VAF-M-f '—A34 FROM @ EACH BLOCK TO TOP J015T PLATE LU *BREAK 5HEARWALL 5HEATHING @ CENTER Of RIM J015T ONLY HEARWALL EDGE NAILING JOISTS PERPENDICULAR JOISTS Z )HnOLDOWN @ 5HEARWALL CORNER SZ J' PARALLEL 5 0 \EXT. SHEARWALL/JO15T CONNECTION (ONE -591DED MEET5 ONE 51DED) �5HEARWALL,5 1-5 ONLY SCALE: IX"= I -a D C\j r — d I m45* SHEATHING TO MATCH SHEARWALL. NAIL TO GABI F PER 5CHEDULE.(MIERE I Od NAILS ARE -4 REQ'D, USE I Od x 2" LONG.) 2x FLAT @ GABI F 30" min BREAK SHEATHING ON REBAR TOP PLATE ONLY LENGTH IF SHEATHING 15 NOT BROKEN ON TOP PLATE, USE A35 @ 12" O/C 5HEARWALL PEP, PLAN WC-ADIA/Al I I IL—rl%lNvvr-%L—L- I Gd @ EA BLOCK AND @ 12" O/C INTO RIM (2) BAYS Of BLOCKING @ 4& O/C W1 (3) 1 Od NAILS @ EA BLOCK 5HEARWALL5 PER PLAN ONE #4 REBAR IN SHEAR CONE (12" MIN. REBAR LENGTH) FROM CORNER WALL PER, PLAN - SILL PLATE AND ANCHOR BOLTS PER- 5HEARWALL SCHEDULE. (USE 2xG P.T. SILL PLATE W1 Ye 0 J-BOLT5 @ 4& O/C MIN.) BACKFILL W1 POROUS MATERIAL (Typ) G 11 FROST DEPTH (18" MIN) . I I PEP, .4p �Z' (2) LAYERS OF 90# FELT OR ECHAVALENT PER PLAN I %-FOOTING REINFORCING 4' 0 PERFORATED PLASTIC PIPE. CENTER-/ PER PLAN PER FLAN15CHEDULE z 0 0 W CLEAR SPAN 17" MAXIMUM ONE #4 REBAR IN SHEAR CONE (12" MIN. REBAR LENGTH) REVIEWED FOR CODE COMPLIANCE ffl�r% APPROVED DEC o 9 2016 City of Tukwila BUILDING DIVISION F 1, CIE I Ep CiTy -0,F 'fUKVv1iL-P,,. OCT 03 20116 PERM11T CENTER IN ONE CUBIC FOOT 01" FREE DRAINING GRAVEL AND DRAIN TO APPROVED �-1/2" MIN. OUTFALL FROM CORNER 0z A/ e-� fNDN/5HF-ARWALL CONN (LATERAL ONLr ("7� �R 1 �Mj -M1 5 �" ' �5T �H[ Y �IN �5T A�L L �AT I �ON- b !mAT E M L �O Drawn 13y: TG Checked By:CHRJ5 Date: 09 -OG- I G 5DA JOB NO. .7879 5TRUCTURAL NOTE5 5-3.0. 4-1 C? CQ U) U) > < co E 0 11j cm U- to 4) -Z 12 12 < 3: CNI 9 - 0 C\l Gi I C) C\1 U L0 C\1 4-1 V L6 z 0 a_ WALL PER, PLAN - SILL PLATE AND ANCHOR BOLTS PER- 5HEARWALL SCHEDULE. (USE 2xG P.T. SILL PLATE W1 Ye 0 J-BOLT5 @ 4& O/C MIN.) BACKFILL W1 POROUS MATERIAL (Typ) G 11 FROST DEPTH (18" MIN) . I I PEP, .4p �Z' (2) LAYERS OF 90# FELT OR ECHAVALENT PER PLAN I %-FOOTING REINFORCING 4' 0 PERFORATED PLASTIC PIPE. CENTER-/ PER PLAN PER FLAN15CHEDULE z 0 0 W CLEAR SPAN 17" MAXIMUM ONE #4 REBAR IN SHEAR CONE (12" MIN. REBAR LENGTH) REVIEWED FOR CODE COMPLIANCE ffl�r% APPROVED DEC o 9 2016 City of Tukwila BUILDING DIVISION F 1, CIE I Ep CiTy -0,F 'fUKVv1iL-P,,. OCT 03 20116 PERM11T CENTER IN ONE CUBIC FOOT 01" FREE DRAINING GRAVEL AND DRAIN TO APPROVED �-1/2" MIN. OUTFALL FROM CORNER 0z A/ e-� fNDN/5HF-ARWALL CONN (LATERAL ONLr ("7� �R 1 �Mj -M1 5 �" ' �5T �H[ Y �IN �5T A�L L �AT I �ON- b !mAT E M L �O Drawn 13y: TG Checked By:CHRJ5 Date: 09 -OG- I G 5DA JOB NO. .7879 5TRUCTURAL NOTE5 5-3.0. Q- . . . -!I - , : . *;,**1?)'- `6 * ` - - * . . . "",- -.:.. - 1 - - *,*,. * " 'A. (g) DOUBLE TOP PLATE W1 EDGE NAILING (STAGGER) (0) HOLDOWN PER, 5CHEDULE (a) 5HEARWALL EDGE NAILING AT AH PANEL EDGES. AND PLAN (HDQ8-5D53 BLOCKING AT ALL PANEL EDGES WHERE SHOWN) (ED COORDINATE ALL,5TUD AND APPLICABLE. (C) EDGE NAILING TO HOLDOWN P05T (FUH PLATE SIZES wl 5HEAKWALL HEIGHT) STAGGER INTO DOUBLE STUDS SCHEDULE REQUIREMENTS Q) 5TUD5 @ I G" ON CENTER 0— LU TRIM STUDS, AND KING (E) PRESSURE TREATED .51 LL PLATE WITH EDGE STUDS NAILING AND ANCHOR BOLTS PEP, 5HEARWALL (E) 13EARING STUD fOR SCHEDULE. HEADER (E) TOP PLATE SPLICE NAILING TO BE (b) I rsd 0 SINKERS (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. UZN Ca mg In I � L--rf%l r -v%-;,/ !2 Cf) I I Im m m 8 Q I G -r ml 11m C\j cl Uj LO C\j 4-1 . . . -!I - , : . *;,**1?)'- `6 * ` - - * . . . "",- -.:.. - 1 - - *,*,. * " 'A. (g) DOUBLE TOP PLATE W1 EDGE NAILING (STAGGER) (0) HOLDOWN PER, 5CHEDULE (a) 5HEARWALL EDGE NAILING AT AH PANEL EDGES. AND PLAN (HDQ8-5D53 BLOCKING AT ALL PANEL EDGES WHERE SHOWN) (ED COORDINATE ALL,5TUD AND APPLICABLE. (C) EDGE NAILING TO HOLDOWN P05T (FUH PLATE SIZES wl 5HEAKWALL HEIGHT) STAGGER INTO DOUBLE STUDS SCHEDULE REQUIREMENTS Q) 5TUD5 @ I G" ON CENTER (a) EDGE NAILING TO PO5T,5, LU TRIM STUDS, AND KING (E) PRESSURE TREATED .51 LL PLATE WITH EDGE STUDS NAILING AND ANCHOR BOLTS PEP, 5HEARWALL (E) 13EARING STUD fOR SCHEDULE. HEADER (E) TOP PLATE SPLICE NAILING TO BE (b) I rsd 0 SINKERS (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. Hu _J (ca" 5HEARWALL EDGE NAILING TO - BOTTOM PLATE. MEND SHEATHING CONT. TO SILL. PRESSURE TREATED SILL PLATE - PER 5HEARWALL SCHEDULE. USE 2xG W1 A.B. @ 4& O/C LTF4 PEP, 5HEAR.M. SCHEDULE 5HEARWALL EDGE - NAILING TO SILL PLATE Gil MOST DEPTH (18,, MIN) 2011 4" 0 PERFORATED PLASTIC PIPE. CENTER IN ONE CUE31C FOOT OF FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL. I Gd @ EA J015T. WHERE 3x 501TOM PLATE 15 Rr:GeD. u5E 5D5V4xA SCREW. -JOIST PER PLAN (I-JO15T SHOWN) WIEN STAMPED LATERAL ONLY, REINFORCING BY OTHERS. man 5HEARWALL EDGE NAILING TO- B01TOM PLATE. MEND SHEATHING CONT. TO SILL. M55URE TREATED SILL PLATE PER 511EARWALL SCHEDULE. USE 2xG W1 A.B. @ 48" O/C (MIN) LTP4 PER 5H EARWALL SCHEDULE 5HEARWALL EDGE - NAILING TO SILL PLATE Gil MOST DEPTH (18" MIN) PEP, (p 74 (E) DOUBLE TOP PLATE W1 EDGE NAILING (STAGGER) (B) 5HEARWALL EDGE NAILING AT ALL PANEL EDGES. BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. (C) EDGE NAILING TO HOLDOWN' POST (FULL HEIGHT) STAGGER INTO DOUBLE STUDS Q) STUDS @ - I G" ON CENTER (E) PRESSURE TREATED 51LL PLATE WITH EDGE NAILING AND ANCHOR BOLTS PEP, 5HEARWALL SCHEDULE. (E) TOP PLATE SPLICE NAILING TO BE (8) 1 Gd SINKERS (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. 2 ) %--f I L. -,f e %.W I 111— J SCALE : Y,?"= 1'-0" oil. 4; -.4 I FOOTI"G I PER PLAN PEP, PLAN REINFORCING PER 4* 0 PERFORATED PLASTIC PIPE.—/ rLAN=HEDULE CENTER IN ONE CUBIC FOOT Of FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL. *13REAK 5HEARWALL SHEATHING @ BOTTOM Of 5ILL PLATE JOISTS PERPENDICULAR JOISTS PARALLEL EXT. WALUMUNDATION CONNECTION (LATERAL ONL\O. APPLICAME fOR ALL 5HEARWALL5 ATI q Gd @ EA BLOCK AND @ 12' O/C INTO RIM. WHERE 3x BOTTOM PLATE 15 RECeD, USE 5D5 Y4x4 X2 SCREWS BLOCKING @ 48 - O/C W1 (3) 1 Od NAILS J015T PEP, PLAN (I-JO15T SHOWN) WHEN STAMPED LATERAL ONLY, REINFORCING BY REINFORCING PER PLANISCHEDULE (g) HOLDOWN PER,5CHEDULE AND PLAN (HDQ8-5D53 SHOWN) (8) COORDINATE ALL5TUD AND PLATE 51ZE5 wl 5HEARWALL SCHEDULE REQUIREMENTS (2) EDGE NAILING TO POSTS, TRIM STUDS, AND KING STUDS (E) BEARING STUD IFOR HEADER (L) RIMJOI5T TO 13E IX2" MIN THICKNE55 AT ALL 5HEARWALL5 REVIEWED FOR CODE COMPLIAN APPROVED DEC 0 9 2016 City of Tukwila BUILDING DIVISION P 17 rIFF F, V 1: 0 CITY' OF 046 OCT 03 2 1 PERN-11T CENTER z LU 4-1 > K LU C\1 Ui L:U� C z < E 0 Hu _J (ca" 0 !2 Cf) "I 8 Q I G -r IZ 0 C\l di C\j cl Uj LO C\j 4-1 A 4-1 r— CL 74 (E) DOUBLE TOP PLATE W1 EDGE NAILING (STAGGER) (B) 5HEARWALL EDGE NAILING AT ALL PANEL EDGES. BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. (C) EDGE NAILING TO HOLDOWN' POST (FULL HEIGHT) STAGGER INTO DOUBLE STUDS Q) STUDS @ - I G" ON CENTER (E) PRESSURE TREATED 51LL PLATE WITH EDGE NAILING AND ANCHOR BOLTS PEP, 5HEARWALL SCHEDULE. (E) TOP PLATE SPLICE NAILING TO BE (8) 1 Gd SINKERS (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. 2 ) %--f I L. -,f e %.W I 111— J SCALE : Y,?"= 1'-0" oil. 4; -.4 I FOOTI"G I PER PLAN PEP, PLAN REINFORCING PER 4* 0 PERFORATED PLASTIC PIPE.—/ rLAN=HEDULE CENTER IN ONE CUBIC FOOT Of FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL. *13REAK 5HEARWALL SHEATHING @ BOTTOM Of 5ILL PLATE JOISTS PERPENDICULAR JOISTS PARALLEL EXT. WALUMUNDATION CONNECTION (LATERAL ONL\O. APPLICAME fOR ALL 5HEARWALL5 ATI q Gd @ EA BLOCK AND @ 12' O/C INTO RIM. WHERE 3x BOTTOM PLATE 15 RECeD, USE 5D5 Y4x4 X2 SCREWS BLOCKING @ 48 - O/C W1 (3) 1 Od NAILS J015T PEP, PLAN (I-JO15T SHOWN) WHEN STAMPED LATERAL ONLY, REINFORCING BY REINFORCING PER PLANISCHEDULE (g) HOLDOWN PER,5CHEDULE AND PLAN (HDQ8-5D53 SHOWN) (8) COORDINATE ALL5TUD AND PLATE 51ZE5 wl 5HEARWALL SCHEDULE REQUIREMENTS (2) EDGE NAILING TO POSTS, TRIM STUDS, AND KING STUDS (E) BEARING STUD IFOR HEADER (L) RIMJOI5T TO 13E IX2" MIN THICKNE55 AT ALL 5HEARWALL5 REVIEWED FOR CODE COMPLIAN APPROVED DEC 0 9 2016 City of Tukwila BUILDING DIVISION P 17 rIFF F, V 1: 0 CITY' OF 046 OCT 03 2 1 PERN-11T CENTER LU (1) z LU 4-1 > C\I Ln LU C\1 Ui L:U� C z < E 0 Hu _J (ca" 0 !2 Cf) "I 8 Q I -r IZ 0 C\l di C\j cl Uj LO C\j 4-1 z 0 4-1 r— CL LU (1) z LU LU > LU z (n 0 "I C\1 -r . LATERAL ONLY Drawn By: TG Checked By:CHRJ5 Date: 09 -OG- I G SDA JOB NO. 7879 5TRUCTURAL NOTE5 5-4-0.