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HomeMy WebLinkAboutPermit D16-0268 - SIGN RESIDENCE - NEW SINGLE FAMILY RESIDENCESINGH RESIDENCE 4911 S 111 ST EXPIRED 12/17/2019 D16-0268 Parcel No: Address: Project Name: 0 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 0780000070 4911 S 111TH ST SINGH RESIDENCE COMBOSFR PERMIT Permit Number: D16-0268 Issue Date: 12/28/2016 Permit Expires On: 11/27/2018 Owner: Name: Address: Contact Person: Name: Address: TUKWILA EDGE LLC 10225 SE 224TH ST, KENT, WA, 98031 KAM SINGH 10225 SE 224 ST , KENT, WA, 98031 Contractor: Name: AFFIDAVIT - CHARANJIT SINGH Address: License No: 111 Lender: Name: KAM SINGH Address: 10225 SE 224 ST, KENT, WA, 98031 Phone: (206) 420-9100 Phone: Expiration Date: DESCRIPTION OF WORK: New Single Family Residence Project Valuation: $450,630.99 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Electrical Service Provided by: TUKWILA Fees Collected: $18,781.69 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: NONE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: � 0 Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: 1 Water Main Extension: Water Meter: Yes Volumes: Cut: 10 Fill: 10 Number: 1 1 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: Print Name: k ' CinrYw Date: (1(3 r ((& (b This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 4: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 5: 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) 6: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 9: 1. Building permit is conditioned on Special Permission to allow the front door to face a side yard (L16- 0072) approval. • • 42: L16-0072 approved and NOD issued 12.22.2016 10: Retaining wall is limited to 48" in exposed face height. 11: ***PUBLIC WORKS PERMIT CONDITIONS*** 12: 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. 13: 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. 14: 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. 15: 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. 16: 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. 17: Any material spilled onto any street shall be cleaned up immediately. 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 19: 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. 20: 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. 21: 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. 22: 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. 23: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 27: Prior to issuance of this permit Owner shall sign w/Notary a ROW Hold Harmless Agreement for work within the Public right-of-way. 24: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 25: Access road shall be paved for a minimum width of 20 feet. Coordinate paving within S. 111.th Street with the Public Works Inspector including location of the access road and any tree removal. Notify any property Owners affected by the construction of the new access road. 26: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 28: Prior to issuance of this permit, Owner/Applicant shall provide a Traffic Concurrency Certificate Application and pay $300.00 under PW permit C16-00xx. 29: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 30: Contractor performing work inside the City Right -of -Way shall have a valid City of Tukwila business license. o 0 31: Prior to Public Works final inspection approval, the Owner/Applicant shall pay in full the current fee for the King County Sewer capacity charge, and bring proof of payment to the City of Tukwila Permit Center. 32: ***BUILDING PERMIT CONDITIONS*** 33: 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. 34: 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. 35: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 36: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 37: All wood to remain in placed concrete shall be treated wood. 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: 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. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 41: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 43: Revision #1 - Verify with a Geotechnical Engineer that a drain at the bottom of the retaining wall is not required. If a drain is required provide a revised drawing showing & labeling the drain and it's discharge area. If a drain is required then a Public Works fee will apply. 44: Revision #1 - Site plan under D16-0268 revision #1 does not match retaining wall site plan under D17-0249. Provide a current site plan sheet for D16-0268 revision #1. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 1400 FIRE FINAL 0201 FOOTING 0201 FOOTING 0201 FOOTING 0201 FOOTING 0201 FOOTING 0201 FOOTING 0200 FOUNDATION WALL 0200 FOUNDATION WALL 0200 FOUNDATION WALL • 0200 FOUNDATION WALL 0200 FOUNDATION WALL 0200 FOUNDATION WALL 0409 FRAMING 0409 FRAMING 0409 FRAMING 0409 FRAMING 0409 FRAMING 0409 FRAMING 0409 FRAMING 0409 FRAMING 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 0606 GLAZING 5040 LAND ALTERING 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 1800 MECHANICAL FINAL 5230 PAVING AND RESTORE 0608 PIPE INSULATION 0608 PIPE INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0401 ROOF SHEATHING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 8005 ROUGH -IN PLUMBING 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 0413 WALL SHEATHING/SHEAR 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM 5130 WATER METER - PERM Parcel No: Address: Project Name: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: httD://www.TukwilaWA,gov 0780000070 11111 50TH AVE S SINGH RESIDENCE COMBOSFR PERMIT Permit Number: D16-0268 Issue Date: 12/28/2016 Permit Expires On: 6/26/2017 Owner: Name: Address: GREENRIDGE LAND CO LLC PO BOX 3531, REDMOND, WA, 98073 Contact Person: Name: KAM SINGH Address: 10225 SE 224 ST, KENT, WA, 98031 Contractor: Name: AFFIDAVIT - CHARANJIT SINGH Address: License No: III Lender: Name: KAM SINGH Address: 10225 SE 224 ST, KENT, WA, 98031 Phone: (206) 420-9100 Phone: Expiration Date: DESCRIPTION OF WORK: New Single Family Residence Project Valuation: $450,630.99 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Electrical Service Provided by: TUKWILA Fees Collected: $18,781.69 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: NONE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: o a Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: 1 Water Main Extension: Water Meter: Yes Volumes: Cut: 10 Fill: 10 Number: 1 1 Permit Center Authorized Signature: Date: t d"Tl L p 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: , Print Name: C 1- 41' -A/J /'V Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 4: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 5: 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) 6: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 9: 1. Building permit is conditioned on Special Permission to allow the front door to face a side yard (L16- 0072) approval. • • 42: L16-0072 approved and NOD issued 12.22.2016 10: Retaining wall is limited to 48" in exposed face height. 11: ***PUBLIC WORKS PERMIT CONDITIONS*** 12: 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. 13: 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. 14: 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. 15: 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. 16: 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. 17: Any material spilled onto any street shall be cleaned up immediately. 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 19: 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. 20: 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. 21: 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. 22: 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. 23: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 27: Prior to issuance of this permit Owner shall sign w/Notary a ROW Hold Harmless Agreement for work within the Public right-of-way. 24: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 25: Access road shall be paved for a minimum width of 20 feet. Coordinate paving within S. 111th Street with the Public Works Inspector including location of the access road and any tree removal. Notify any property Owners affected by the construction of the new access road. 26: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 28: Prior to issuance of this permit, Owner/Applicant shall provide a Traffic Concurrency Certificate Application and pay $300.00 under PW permit C16-O0xx. 29: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 30: Contractor performing work inside the City Right -of -Way shall have a valid City of Tukwila business license. 31: Prior to Public Works final inspection approval, the Owner/Applicant shall pay in full the current fee for the King County Sewer capacity charge, and bring proof of payment to the City of Tukwila Permit Center. 32: ***BUILDING PERMIT CONDITIONS*** 33: 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. 34: 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. 35: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 36: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 37: All wood to remain in placed concrete shall be treated wood. 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: 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. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 41: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 5040 LAND ALTERING 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 5230 PAVING AND RESTORE 0608 PIPE INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL • • 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM e City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.Rov Parcel No: 0780000070 Address: 11111 SOTH AVE S Applicant: SINGH RESIDENCE WATER METER INFORMATION Permit Number: D16-0268 Issue Date: 12/28/2016 Permit Expires On: 7/12/2017 DESCRIPTION OF WORK: New Single Family Residence METER #1 METER #2 METER #3 Water Meter Size: 1" Water Meter Type: PERM Work Order Number: 21640136 Connection Charge: $100.00 $0.00 $0.00 Installation: $950.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: $1,125.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $6,005.00 $0.00 $0.00 TOTAL WATER FEES: $7,130.00 r1 CITY OF TUKR, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Permit No. 2 Project No.: Date Application Accepted: Date Application Expires: (For office use only) 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** SITE LOCATION Site Address: co 4 �d PROPERTY OWNER Name: \'-� pr v.) S (i(j 9 j p Address: < V1 l 1 Sj±, SO City: cl'L4 re....) t f g State: Lc./tii Zip:c1 S/ 73 CONTACT PERSON — person receiving all project communication Name: kA ri c//`\ C-r P,-/ Address: (0 2. C S'' E d City: (,GAT State: a.. et Zip: 3 Phone:A 0 ro y a g of to c,Fax: Email: 1%Lo'�1 ,e 1,\0 tw►"'`l( , &'1,-') GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: I( o. dh L e;cg-1 `7k ARCHITECT OF RECORD Company Name: i ,1(. f l` 0 /�� / " Architect Name: Akrr/� am"' „ L _. Address: S.N7 'l._.2t� `QL jt City: State: w Zip: AO g Phone: (..206i) 0 Email: o 0 l I L tat*' ;S' . C.> ENGINEER OF RECORD Company Name: /4 c �� \�„+ 1'C IL Engineer Name: Ack-- IAA, . y,_lav,0-5,--co AddressTo �C 6t ` City: ) ? � 6 Q State: Zip: /106 44 Phone: 6-2,c;2\t S,Fax: Email: /) �n 2f cheep, c c i. nZ5( - LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Ki9 m c//y Q r7 Address: 10 S- S, ,F , c S T City: 4t--- State: Ulm Zip:0441 H ',Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 I .docx Revised: August 201 1 bh Page I of 4 t � PROJECT INFORMATION - Valuation of project (contractor's bid price): $ c° Scope of work (please provide detailed information): DETAILED BUILDING INFORAMTION - PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement /��q//� Is' floor cj 'C. 2nd floor " 111- 4( Garag carport ■ j Deck - covered"' uncovered ■ l `'lj CCO Total square footage 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 at 206-575-4407. EQUIPMENT AND FIXTURES - INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $� fuel type: electric t Elgas l furnace <100k btu ,�/ appliance vent ventilation fan connected to single duct thermostat /e� wood/gas stove L water heater (electric) emergency generator other mechanical equipment PLUMBING:goo 0 Value of plumbing/gas piping work $ "2 bathtub (or bath/shower combo) bidet 1 clothes washer dishwasher 4 r floor drain `-0. shower lavatory (bathroom sink) 2 sink water closet ,tf- water heater (gas) -1-"..--- lawn sprinkler system gas piping outlets H:\.Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 �r \ l � PUBLIC WORKS PERMIT INFORMA PION — Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ ...Tukwila ❑...Water District #125 ❑ ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila ❑ ...Sewer use certificate ❑ .. Highline ❑ ... Valley View 0 .. Renton ❑ ...Letter of sewer availability provided 0 .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) ❑.. ❑.. County Health Department. .Hold Harmless — (SAO) .Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 ...Right -Of -Way Use - Potential disturbance 0 .. Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. 0 ❑ ...Total Cut 0 ...Total Fill Cubic Yards Cubic Yards ❑ .. Work In Flood Zone ❑ .. Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Trench Excavation ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Utility Undergrounding 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Backflow Prevention - Fire Protection 0 ...Traffic Control 0 .. Looped Fire Line Irrigation Domestic Water ❑ ...Permanent Water Meter Size " WO # ❑ ...Residential Fire Meter Size " WO # ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public ❑ - or - Private ❑ ❑ ...Water Main Extension Public 0 - 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) 0 ...water 0 ...sewer ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-I1.docx Revised: August 2011 bh Page 3 of 4 /' l PERMIT APPLICATION NOTES — AifLICABLE TO ALL PERMITS IN THIS APPLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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. PROPERT OWNER OR AUTHORIZED AGENT: Signature: v✓\ AnV lam, c Date: I s U( 1 4 Print Name: A .11 S rP` 6-7 C 1 Day Telephone:5G (o 0 9 100 Mailing Address: lc, a- S '1-1 ,Q SI---1<c:31A c--J `4k 0-,sa 3 City State Zip H:\Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 f BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME SIIJG H (SF,-) PERMIT # D l6 — o Z ( g !hit 50M ,1JLSoorH) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $250 (1) Erosion prevention 3oo Water/Sewer/Surface Water Soo/ Soo / 15oa Road/Parking/Access / o o o A. Total Improvements 3 o 0 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 9,5 5. Enter total excavation volume / 0 cubic yards Enter total fill volume / 0 cubic yards $ ")S Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE ./ Up to 50 CY Free 51 — 100 $23.50 101-1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 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) $ 345 (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 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ �s 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 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (6) (7) 5° $ 2 3 (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001— 10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 $ (9) l BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ eaobJ; ( CA4c.,A.1r: cliQ_ L.t..t CE !✓FF i TotalA through I $ /'72 7 — (10) P$A`( 3 vN r66 /a eL►cc 16.- x"x DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 037 — ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2016 -12.31.2016 Total Fee 0.75 $625 '-/ $6005 $6630 1 J $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/15/16 Temporary Meter 0.75" $300 2.5" $1,500 3 QUANTITY PAID PermitTRAK $69.87 D16-0268 Address: 4911 S 111TH ST Apn: 0780000070 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R15848 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Thursday, November 15, 2018 Paid By: CHARANJIT SINGH Pay Method: CREDIT CARD 806399 Printed: Thursday, November 15, 2018 11:28 AM 1 of 1 SYSTEMS /\ Page2of2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/15/2018 11:28:14 AM CREDIT CARD SALE VISA CARD NUMBER: **********5699 K TRAN AMOUNT: $69.87 APPROVAL CD: 806399 RECORD #: 000 CLERK ID: Laurie Thank you! Customer Copy https://classic.convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTr... 11 /15/2018 Cash Register 'Receipt City of Tukwila, DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $15,881.97 D16-0268 Address: 11111 50TH AVE S Apn: 0780000070 $15,881.97 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $4,465.60 PERMIT FEE R000.322.100.00.00 0.00 $4,461.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COM BOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,246.34 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $95.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $95.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $782.84 TECHNOLOGY FEE $251.03 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10163 R000.322.900.04.00 0.00 $251.03 $15,881.97 Date Paid: Wednesday, December 28, 2016 Paid By: CHARANJITSINGH Pay Method: CREDIT CARD 024624 Printed: Wednesday, December 28, 2016 10:56 1 of 1 AM SYSTEMS f"1 Cash Register Receipt City of Tukwila QUANTITY PermitTRAK PAID $2,899.72 $2,899.72 $2,899.72 $2,899.72 $2,899.72 D16-0268 Address: 11111 50TH AVE S Apn: 0780000070 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9542 R000.345.830.00.00 0.00 Date Paid: Friday, September 30, 2016 Paid By: C M HOMES Pay Method: CHECK 5719 Printed: Friday, September 30, 2016 12:08 PM 1 of 1 17, SYSTEMS ENGINEERING FILE u i io 1 1 STRUCTURAL CAL CULA TONS REVIEWED FOR :CODE COMPLIANCE APPROVED DEC 0 6 2016 City of Tukwila BUILDING DIVISION Date: D Re Dream Edge Residence 11111 50th Ave S Tukwila, WA PREPARED FOR Urban Design Group 879 Rainier Ave. N. Suite A200 Renton, WA 98057 September 23, 2016 project no. 16816 lb-. 0219 v. Submittals: 09/23/2016 n Submittal SEP 30 2016 I CENE:i EXPIRES JANUARY 21, 2018 VO BOX 3%81 • LAKEWOOD, WA '384% • PHONE: (253) 250-6651 (cell) • nnengineeringegmail.com • NN Engineering, P.S. PO Box 39681 11111 50th Ave S, Tukwila, WA r , I. SEISMIC Dream Edge Residence 9/23/2016 11916.0 L.xmcd Lateral Analysis shall be based on 2015 "International Building Code" (IBC), Section 1613, ASC/SEI 7-10 "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - 30), and Special Design Provision for Wind and Seismic (AWC SDPWS-2015) Design Criteria: Occupancy Category II - Residential Importance Factor: IE := 1.00 Iw := 1.00 Site Class D Seismic Use Group I Seismic Design Category D - Residential Spectral Accelerations for short periods: Ss := 1.25 Spectral Accelerations for a 1-second period: S1 := 0.50 Site Coefficient - table 1613.3.3(1&2) Fa := 1.0 F, := 1.5 SMS Fa -Ss SMs = 1.25 (16-36) SMl := F •S1 SMI = 0.75 (16-38) Spectral Response Parameters Design Coefficient (ASCE Table 2Sv:= 6.5 CZ, := 3 Cd := 2 Earthquake Load Combination -Allowable Stress Design (ASCE 12.4,2.3) Eh := P'QE Ev := 0.20•SDS•D p := 1.3 LC5 := (1.0 + 0.14SD4D + H + F + 0.70p•QE LC6 := (1.0 + 0.105•SDS)r + H + F + 0.525•p•QE + 0.75L + 0.75•S LC8 := (0.6 - 0.14•SDS)D + 0.70p•QE + H Earthquake Load Combination with Over -strength Factor Ito - Allowable Stress Design (ASCE 124.3.2) LC5.os (1.0 + 0.14SDs)•D + H + F + 0.701to•QE LC6os :_ (1.0 + 0.105•SDs)D + H + F + 0.5254lo•QE + 0.75L + 0.75•S LC8 os := (0.6 - 0.14•SDS)D + 0.701Zo•QE + H 2 SDS 3 SMS SDS = 0.83 Determine Seismic Base Shear (ASCE 12.14-111: , ' - F'•SDs W R A. Determine Seismic Dead Loads (D): fr := 15psf Framing Dead Load Pto Opsf Concrete Topping (Floors) Pti := Opsf Roof Tile pµ, := 7psf Wall Total Floor Dead Load (D): Total Roof Dead Load (D): Df := fr + Pto Dr := fr + Pti Df = 15•psf Dr = 15•psf Page 1 2 SDI SM1 SDI = 0.5 NN Engineering, P.S. PO Box 39681 11111 50th Ave S, Tukwila, WA B. Determine Seismic Weight (W): Overall Building Dimensions : h1 := l0ft h2:= 9ft w2 := 40ft 12 := 49.5ft wr:= 40ft 1r:= 49.5ft Height of First Floor Walls Height of Second Floor Walls Average width of second floor Average length of second floor Average width of roof Average length of roof Total Floor/Roof Areas (ft2) AR := 2040ft2 AR = 2040 ft2 A� := 1793ft2 A� = 1793 ft2 AB:= 1213ft2 AB=1213ft2 TOTAL WEIGHTS - ROOF DIAPH . + (1/2) 2nd WALLS : Wr := A1Z Dr + [.5•h2•(lr + wr)•2]•pw Wr = 36.24•k Exterior Wall Dimensions (ft): L1 := 11.5ft L8:= 27ft L2:= 16ft L9:= 7ft L3 := 22ft L10 := 22ft L4:= 49.5ft L11 := 17ft L5 := 40ft L12 := 13ft L6:= 7ft L13:= 17ft L7 := 20.5ft L14:= 13ft Upper Roof Second Floor + Low Roof First Floor TOTAL WEIGHTS - 2nd FLR. DIAPH. + (1/2) 2nd WALLS + (1/2) 1st WALLS : W2 := A2•Df + Ipµ; (h2 + h1)•-5]•12] + [pw.(h2 + hi)' w2 W2 = 32.85•k TOTAL WEIGHTS - ROOF + FLOOR + WALLS X= W2 + Wr W = 69.09•k F.SDs C. Determine Seismic Base ShearJASCE 12.14-11): Vmax:= W Vma, = 9.74•k R Dream Edge Residence 9/23/2016 11916.0 L.xmcd Page 2 NN Engineering, P.S. PO Box 39681 11111 5Oth Ave S, Tukwila, WA D. Vertical Distribution of Lateral Forces (ASCE 12.14-12) FX := Vmax Longitudinal Direction W2 F1long Vmax Wr Frlong W Vmax Vrlong Frlong V21ong Frlong + Frlong Lateral Direction W2 Fllat Vmax F1long =4.63 k Frlong = 5.11'k Vrlong = 5.11'k V21ong=9.74k Fllat = 4.63•k Wr Frlat Vmax Frlat = 5.11 k Vrlat Frlong V21at Frlong + F1long w5' ._ w6' Vrlong Wr V2long w7' ._ lr w2 Vrlat w8' := V2Iat 12 Dream Edge Residence 9/23/2016 11916.0 L.xmcd Upper Story Shear Longitudinal Lower Story Shear Longitudinal Vrlat = 5.11•k Upper Story Shear Lateral V21at=9.74k w5' = 127.76.plf w6' = 243.57.plf w7' = 103.24•plf w8' = 196.82.plf Lower Story Shear Lateral Page 3 NN Engineering, P.S. PO Box 39681 11111 5Oth Ave S, Tukwila, WA E. Determine Building Redundancy p p = 1.3 Second Floor: WALLAA Laa:= 11.25ft Vaa :_ (L1 + L2)•.5•w7' Vaa = 1419.61b WALL BB Lbb := 6.5ft Vbb := (L2 + L3)•.5•w7' Vbb = 1961.631b WALL CC Lcc := 22ft Vcc := (L3•.5)•w7' Vcc = 1135.681b WALL DD Ldd := 39ft Vdd :_ (L5)•.5•w6' Vdd = 4871.41b First Floor: WALLA La := 7.5ft Va := (L7..5 + L6)•w8' Va = 3395.221b WALL B Lb := 19.5ft Vb :_ (L7 + L3).w8' Vb = 8365.021b WALLC Lc := 13.5ft Vc := L3•.5•w8' Vc = 2165.061b WALL D Ld := 18.75ft Vd := L5•.5•w6' Vd = 4871.41b Dream Edge Residence 9/23/2016 11916.0 L.xmcd Page 4 NN Engineering, P.S. PO Box 39681 11111 5Oth Ave S, Tukwila, WA F. Calculate Earthquake Forces Elong 0.70p•Vmax Eiong = 8.87•k Base Shear Longitudnal Elat 0.70p•Vmax Elat = 8.87.k Base Shear Lateral Erlong 0.70p•Frlong Erlong = 4.65•k Upper Floor Story Shear E2long := 0.70p •Frlong E2long = 4.65.k Lower Floor Force .,v 90& = Erlong , .41pag = Erlong + E2long = Erlong = Erlong + E2long Dream Edge Residence 9/23/2016 11916.0 L.xmcd Vriong = 4.65.k Upper Story Shear Longitudinal V2long = 9.3.k Lower Story Shear Longitudinal Vrlat = 4.65 k Upper Story Shear Lateral V21at = 9.3 k Lower Story Shear Lateral Uniform Loads to Roof/Floor Diaphragm (seismic) jAdjusted to working stress level) Erlong w5 ._ wr E2long w6 ._ w2 w7 ._ Erlong lr E2long w8 := 12 w5 = 116.27.plf Uniform Load Seismic (Roof Diaph. Longit.) w6 = 116.27.plf Uniform Load Seismic (2nd Floor Diaph. Longit.) w7 = 93.95•plf Uniform Load Seismic (Roof Diaph. Lat.) w8 = 93.95•plf Uniform Load Seismic (2nd Floor Diaph. Lat.) Page 5 NN Engineering, P.S. PO Box 39681 11111 50th Ave S, Tukwila, WA Dream Edge Residence 9/23/2016 11916.0 L.xmcd II. Wind on Buildings MWFRS- Part 2 Enclosed Simple Diaphragm ps:= X•KK•Ps3o (ASCE Eqn. 28.6-1) Low -Rise Buildings (ASCE Ch. 28) Lateral Analysis shall be based on 2015 "International Building Code" (IBC), Section 1613 and ASC/SEI 7-10 "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - 30), Special Design Provision for Wind and Seismic (AWC SDPWS-2015) Simplified Design Wind Pressure, Ps30 (psf) Design Criteria: Vint 110 mph Ultimate V asd = 85 mph Nominal Wind Speed (IBC Table 1609.3.1) PS30.A := 15.9psf •Kzt Ps3o.s := 4.2psf•Kzt 'Ps30.c:= 10.6psf•Kzt Ps30.D := 2.3psf •Kzt Ps30.E:= —13.8psf•Kzt Ps3o.F := —9.6psf-Kzt Ps3o.G := —9.6psf•KK Ps3o.H :=—7.3psf•KK PS30.Eoh:=—19.3psf•Kt Ps30.Goh:=—15.1psf•Kt Height Above Ground (ft.) %1, 0' to 15' X15 := 1.00 15' to 20' X20 := 1.00 20' to 25' X25 := 1.00 25' to 30' X30 := 1.00 30' to 35' X35 := 1.05 X40:= 1.09 35' to 40' Horizontal Pressure Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Exposure B Height (h) < 60ft Occupancy Category: II K� := 1.0 Height < least width horizontal dimension End Zone of Wall End Zone of Roof Interior Zone of Wall . Interior Zone of Roof End Zone Windward Roof End Zone Leeward Roof Interior Zone Windward Roof Interior Zone Leeward Roof Overhang @ End Zone Windward Roof Overhang @ Interior Zone Windward Roof Page 6 NN Engineering, P.S. PO Box 39681 A. DETERMINE BASE FORCES Height Above Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Wind Pressure (Horiz.) (Wall End) PIA :_ X15.1•PS30.A PIA = 15.9•psf P2A :_ %20'1'PS30.A P2A = 15.9•psf P3A :_ X25'1'PS30.A P3A = 15.9•psf P4A :_ X3041P930.A P4A = 15.9•psf P5A :_ X35'41930.A P5A = 16.7.psf P6A :_ X40.1•PS30.A P6A = 17.33.psf 11111 50th Ave S, Tukwila, WA Wind Pressure (Horiz.) (Roof End) PIB :_ X15'1'PS30.B P1B = 4.2•psf P2B :_ X20'1'PS30.B P2B = 4.2•psf P313 :_ %25'1'PS30.B P3B = 4.2•psf P4B :_ %3o•1•P830.B 134B = 4.2.psf P5B :_ X35.1PS30.B P5B = 4.41•psf P6B :_ X4o•I.Ps3o.B P6B = 4.58•psf Dream Edge Residence 9/23/2016 11916.0 L.xmcd Wind Pressure (Horiz.) Wind Pressure (Horizd (Wall Interior) Plc := X15'1'PS3o.c Plc = 10.6•psf P2C :_ X20.1'PS30.0 P2c = 10.6•psf P3C :_ >s25'1'P93o.0 P3c = 10.6•psf P4C :_ X30'1'Ps3o.0 P4c = 10.6•psf P5c := X35413930.0 P5c = 11.13•psf P6C :_ X40'1'PS30.0 P6c = 11.55.psf (Roof Interior) P1D :_ Xis•1•P330.D Pip = 2.3•psf P2D :_ X20111S30.D P2D = 2.3.psf P3D :_ X25.1'PS30.D P3D = 2.3•psf P4D :_ > 30'1'PS30.D P4D = 2.3•psf P5D :_ X35.11P330.D P5D = 2.42•psf P6D :_ >`40'1'PS30.D P6D = 2.51.psf Height Above Wind Pressure (Vert.) Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Wind Pressure (Vert.) PIE := X15.1•PS30.E P1F:= X15'1'PS30.F P1E =-13.8•psf P1F =-9.6•psf P2E :_ X20'1'PS30.E P2F :_ X20'1'PS30.F P2E =-13.8.psf P2F =-9.6•psf P3E := X25.1'PS30.E P3E :_ X25.1'PS30.F P3E =-13.8.psf P3F =-9.6•psf P4E :_ >30.1•PS30.E P4E =-13.8•psf P4F:_ X30'1'PS30.F P4F =-9.6•psf P5E :_ %35'1'PS30.E P5F :_ >35'1'PS30.F P5E =-14.49•psf P5F =-10.08•psf P6E :_ X40'1'PS30.E P6E =-15.04.psf P6F :_ X40'1'PS30.F P6F =-10.46•psf Wind Pressure (Vert..) PIG := X1511)S30.G PIG =-9.6•psf P2G:= X20.1'PS3o.G P2G =-9.6•psf P3G:= X25.1'P930.G P3G =-9.6•psf P4G:= X30.1•PS30.G P4G =-9.6•psf P5G:= %`35.1'PS30.G P5G =-10.08•psf P6G:= %`40.1'PS30.G P6G =-10.46.psf Wind Pressure (Vert.1 PIll := X15'1'PS30.H P1H =-7.3•psf P2H :_ X20.1'PS30.H P2H =-7.3.psf P3H :_ X25.11PS30.H P3H =-7.3•psf P4H := X30.1•PS30.H P4H =-7.3•psf P5H :_ X35.1•PS30.H P5H =-7.67•psf P6H :_ > 40'1'PS30.H P6H =-7.96.psf Page 7 NN Engineering, P.S. PO Box 39681 Dream Edge Residence 11111 50th Ave S, Tukwila, WA Height Above Wind Pressure (Vert.) Wind Pressure (Vert.) Ground (ft.) (Overhangs) (Overhangs) 0'to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' P1Eoh := X15'1'PS30.Eoh P'Eoh =—19.3•psf P2Eoh :_ X20'1'PS30.Eoh P2Eoh =—19.3'psf P3Eoh :_ X25'1'PS30.Eoh P3Eoh =—19.3•psf P4Eoh :_ X30'I'PS30.Eoh P4Eoh =—19.3•psf P5Eoh :_ X35'1'PS30.Eoh P5Eoh =—20.27.psf P6Eoh :_ X40'1'PS30.Eoh P6Eoh =—21.04psf PlGoh := X15'1'PS30.Goh PlGoh =—15.1.psf P2Goh :_ X20'1'PS30.Goh P2Goh = —15.1.psf P3Goh:= X25'1'PS30.Goh P3Goh = —15.1.psf P4Goh:= X30'1'PS30.Goh P4G0h = —15.1.psf P5Goh := X35'1'PS30.Goh P5Goh =—15.86•psf P6G0h := X40'1'PS30.Goh P6G0h =—16.46•psf 9/23/2016 11916.0 L.xmcd Page 8 NN Engineering, P.S. PO Box 39681 ridge := 30ft plate2 := 9ft platel := 10ft + 12in platel = 11•ft platel + plate2 = 20•ft yl :_ (ridge — platel — plate2).5 platel + plate2 + yl = 25.ft Dream Edge Residence 11111 50th Ave S, Tukwila, WA total height projected area (lateral direction measured) second floor plate ht first floor 10ft plate ht + 12in joist depth total height to second floor plate yl = 5.ft ave distance to center trapazoid total average Iongit height (longitudinal direction) Determine Uniform Wind Loads: wl := P1c•0ft + P2c•4.5ft + P3c•5ft + P4c•Oft + P5c•Oft w2 := P1c•9.5ft + P2c•.5ft + P3c•Oft + P4c•Oft + P5c•0fi w3 := P1c•0ft + P2c•4.5ft + P3c•5ft + P4c5ft + P5c•Oft w4 := Plc• 10.5ft + P2c5ft + P3c•Oft + P4c•Oft + P5c•Oft wl = 100.7•plf w2 = 106•plf w3 = 153.7•plf w4 = 164.3•plf 9/23/2016 11916.0 L.xmcd Uniform Load Wind (Roof Diaph Longit) Uniform Load Seismic (2nd Floor Diaph Longit) Uniform Load Wind (Roof Diaph Lat) Uniform Load Wind (Roof Diaph. Garage) W1at w3 + w2 'long wl + w2 Vwlong wlong•w2 Vwlat Wlat' 12 \'lat = 259.7•plf Wong = 206.7•plf Vwlong = 8.27•k Vwlat = 12.86•k TOTAL WIND LOAD PER LIN FT. OF BLDG. WIND BASE SHEAR - LONGITUDINAL DIRECTION WIND BASE SHEAR - LATERAL DIRECTION C. STORY SHEAR -WIND LONGITUDINAL DIRECTION Vr.long.wind W 1 • wr V2.long.wind w2•W2 + Vr.long.wind LATERAL DIRECTION Vr.lat.wind W3'1r V2.Iat.wind w2' 12 + Vr.lat.wind Vr.longwind = 4.03 • k V2.1ong.wind = 8.27•k Vr.lat.wind = 7.61•k V2.1at.wind = 12.86 k Page 9 NN Engineering, P.S. PO Box 39681 11111 50th Ave S, Tukwila, WA III. SUMMARY OF STORY SHEARS Vx . SEISMIC Dream Edge Residence 9/23/2016 11916.0 L.xmcd WIND LONGITUDINAL LATERAL LONGITUDINAL LATERAL ROOF Vrlong = 4.65.k Vrlat = 4.65•k Vr.long.wind = 4.03'k Vr.Iat.wind = 7.61•k SECOND Vrlong = 9.3•k V21at = 9.3•k V2.long.wind = 8.27'k V2.Iat.wind = 12.86•k (Controlling uniform load/shears) LONGITUDINAL LATERAL ROOF Vrlong = "w5-eq" Vriat = "w3-wind" SECOND V2.Iong = "w6-eq" V2.1at = "w2-wind" A. SUMMARY UNIFORM LOADS: wl = 100.7.p1f w2 = 106•plf w3 = 153.7•plf w4 = 164.3•plf w5 = 116.27•plf w6 = 116.27•plf w7 = 93.95.plf w8 = 93.95•plf WIND (Roof Diaph. Longit.) WIND (2nd Flr. Diaph.Longit./Lat.) WIND (Roof Diaph. Lat.) WIND (Roof Diaph.) SEISMIC (Roof Diaph. Longit.) SEISMIC (2nd Fir. Diaph.Longit.) SEISMIC (Roof Diaph. Lat.) SEISMIC (2nd Flr. Diaph.Lat.) Page 10 NN Engineering, P.S. PO Box 39681 11111 50th Ave S, Tukwila, WA IV. SHEAR ON SHEAR WALLS 2ND FLOOR WaII AA : Laa= 11.25ft (L1 + L2)..5.w3 vaa Laa vaa = 187.86.plf Wall DD: Ldd = 39 ft (L5)•.5•w5 vdd :— Ldd vdd = 59.62•plf 1ST FLOOR Wall A La=7.5ft va :— (L7..5 + L6).w2 + vaa•Laa La va = 526•plf Wall D : Ld = 18.75 ft L5•.5•w6 + vdd•Ldd vd ._ Ld vd = 248.plf Wall BB: WaII CC: Lbb = 6.5 ft Lcc = 22 ft (L2 + L3)•.5•w3 (L3..5).w3 vbb :— vcc :— Lbb Lcc vbb = 449•plf vcc = 77.plf Wall B Lb= 19.5ft L5=40ft (L7 + L3).w2 + (vbb•Lbb) vb Lb vb = 381.plf Wall C: Lc = 13.5 ft L3•.5•w2 + vcc•Lcc vc Lc vc = 212.plf Dream Edge Residence 9/23/2016 11916.0 L.xmcd Page 11 NN Engineering, P.S. PO Box 39681 V. SHEAR WALL STRENGTH 11111 50th Ave S, Tukwila, WA A. OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := hi Wall Length Overturning Moments A Lal := 2ft B Lbl := 9.25ft C Lc1 := 3.25•ft D Ldl := 7.9167•ft OTMal := va•Lal•HW OTMb1 := vb•Lbl•HW OTMc1 := vc•Lcl•HW OTMd1 := vd•Ldl•HW 2nd Floor Walls := h2 AA Laal := 2.5•ft BB Lbbl := 6.5•ft CC Lcc l := 3.25 • ft DD Lddl := 9.8333•ft OTMa1 = 10511.67ft•lb OTMbl = 35222.58ft•lb OTMc1 = 6877.24 ft•lb OTMdl = 19635.98ft•lb OTMaa1 := vaa•Laal•HW OTMaa1 = 4226.75 ft•lb OTMbb1 := vbb•Lbbl•HW OTMbb1 = 26283 ft•lb OTMcc1 := vcc•Lccl•HW OTMccl = 2247.86 ft•lb OTMdd1 := vdd•Lddl •HW OTMdd1 = 5276.63 ft•lb Dream Edge Residence 9/23/2016 11916.0 L.xmcd Page 12 NN Engineering, P.S. Dream Edge Residence PO Box 39681 11111 50th Ave S, Tukwila, WA B. SHEAR WALL DEAD LOAD RESISTING MOMENT (cont.) 15 psf for dl used to take into account of Toads from adjacent walls. 2nd Floor Shear Walls IW := h2 Dead Load on Shear Wall Shear Roof / Floor Weights Wall Wall Weights AA1 DLRFaa1 := 5.5.ft•I —2 •Dr}Laal DLWLaa1 := HW•pw Laal 3 BB1 CC1 DD1 DLRFaa1 = 137.51b DLWLaal = 157.51b DLRFbb1 := 20•ft•I 3 •Dr I•Lbbl DLWLbb1 := HW•pH•Lbbl DLRFbb1 = 13001b DLWLbb1 = 409.51b DLRFcc1 := 5.5•ft•(-2.D,)•Lccl DLWLccl := HW•pw Lcc1 3 DLRFcc1 = 178.751b DLWLccl = 204.75 lb DLRFddl := 5.5•ft•I 3 Dr I Ldd] DLWLddl := HW•pw Lddl DLRFdd1 = 540.83 lb DLWLddl = 619.51b Dead Load Resisting Moment DLaal := DLWLaal + DLRFaa1 DLaal = 2951b DLRMaa1 := DLaal•Laal•.5 DLRMaal = 368.75 ft•lb DLbb l := DLWLbb l + DLRFbb l DLbb 1 = 1709.51b DLRMbb1 := DLbb1 •Lbb1 •.5 DLRMbb1 = 5555.87 ft•lb DLccl := DLWLccl + DLRFcc1 DLccl = 383.51b DLRMcc 1 := DLccl. Lcc l • .5 DLRMcc1=623.19ft•lb DLddl := DLWLdd1 + DLRFdd1 DLddl = 1160.331b DLRMdd 1 := DLddl • Ldd l • .5 DLRMdd1 = 5704.93 ft•lb 9/23/2016 11916.0 L.xmcd Page 13 NN Engineering, P.S. PO Box 39681 11111 50th Ave S, Tukwila, WA 1st Floor Shear Walls 1W .:= hi Shear Wall Al Dead Load on Shear Wall Roof / Floor Weights DLRFa1 := 3•ft•I 3 •DfJ•Lal DLRFal = 601b Wall Weights DLWLa1 := HW•pw Lal DLWLa1 = 1401b B1 DLRFb1 := 10.ft. —2 •Df)•Lbl DLWLb1 := HW•pw Lbl 3 Cl DLRFb1 = 925 lb DLWLb 1 = 647.51b DLRFc1 := 5.ft. 3 •Dff•Lc1 DLWLc1 := HW•pw Lc1 DLRFcl = 162.51b DLWLc1 = 227.51b Di DLRFd1 := 3.ft. —2 •Df I•Ldl DLWLd1 := HW•pw Ld1 3 DLRFd1 = 237.51b DLWLd1 = 554.171b Dead Load Resisting Moment DLa1 := DLWLal + DLRFal DLa1 = 200 lb DLRMa1 := DLa1•Lal•.5 DLRMa1 = 200 ft.lb DLbl := DLWLbl + DLRFb1 DLbl = 1572.51b DLRMb1 := DLbl•Lbl•.5 DLRMb 1 = 7272.81 ft.lb DLc1 := DLWLc1 + DLRFc1 DLc1 = 3901b DLRMc1 := DLcl•Lcl•.5 DLRMc1 = 633.75 ft.lb DLd1 := DLWLd1 + DLRFdl DLd1 = 791.671b DLRMdl := DLd1•Ldl•.5 DLRMdl = 3133.71 ft.lb Dream Edge Residence 9/23/2016 11916.0 L.xmcd Page 14 NN Engineering, P.S. PO Box 39681 11111 50th Ave S, Tukwila, WA C. HOLDOWN FORCES ON WALLS Second Floor AA1 HDFaa l Laal OTMaal — DLRMaa1 OTMbb1 — DLRMbbl B B 1 HDFbb 1 Lbbl OTMccl — DLRMcc1 CC1 HDFcc1 :_ Lccl OTMdd1 — DLRMddl DD1 HDFdd1:= Lddl First Floor HDFaa1 = 1543.21b HDFbbl = 3188.741b HDFcc1 = 499.91b HDFdd1 =—43.561b Al HDFa1 OTMaI — DLRMal + HDFaa1 HDFal = 6699.03 lb Lal B1 HDFb1 := OTMbl — DL1tMb1 + HDFbb1 HDFb1 = 6210.341b Lbl Cl HDFcl := OTMcI — DLRMcI + HDFcc1 HDFc1 = 2420.971b Lc1 D1 HDFdl ;= OTMdI — DLRMdl + HDFdd1 HDFd1 = 2040.931b Ldl Dream Edge Residence 9/23/2016 11916.0 L.xmcd Page 15 NN Engineering, P.S. PO Box 39681 11111 50th Ave S, Tukwila, WA D. ALLOWABLE ANCHOR BOLT SPACING Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem -Fir) ZB := 8301b• 1.33 ZB — = 275.98.plf 4ft ZB = 1103.91b Allow. Load on 5/8" Dia. Bolt in shear 1ft spacing. Allow Shear/ft for 4' max spacing E. SHEAR STRESS AROUND OPENINGS: WALL SHEAR STRESS First Floor A va• La vat La — 0.ft vb•Lb B vbl Lb — 0.ft _ vc•Lc C vcl Lc — 0.ft vd•Ld D vdl:= Ld — 0.ft val = 525.58•plf vbl = 380.78•plf vcl = 211.61•plf vdl = 248.03.plf E. SHEAR STRESS AROUND OPENINGS (cont.): A.B. SPACING ZB Sal :_ — val ZB Sbl vb 1 ZB Scl :_ — vcl ZB Shc vd 1 CD := 1.33 Z := 1221b (NDS TBL 12.3B - 16d COMMON NAILS, 1-1/2" SIDE MEMBER THICKNESS) Z' := Z.CD Z' = 162.261b PER NAIL Dream Edge Residence 9/23/2016 11916.0 L.xmcd HORIZ. STRAP FORCE XL:_ (vai — va)•0•ft Pa = 0 Pb :_ (vbl — vb)•0•ft Pb = 0 Pc := (vcl — vc).0.ft Pc = 0 Pd :_ (vdi — vd)•0•ft Pd = 0 WALL SHEAR STRESS Sole Plate HORIZ. Nail Spacing STRAP FORCE 2nd Floor AA vaal •= vaa Laa vaal = 187.86.plf Laa — 0•ft BB vbbi := vbb•Lbb vbbi = 449.28•p1f Lbb — 0.ft CC vccl := vcc•Lcc vccl = 76.85.plf Lcc — 0.ft DD vddl vdd•Ldd vddl = 59.62•plf Ldd — 0.ft Z' Saa1 := — vaal Z' Sbbl vbbi Z' Scci := vccl Z' Sddl := vdd 1 Page 16 Paa:= (vaai — vaa)•0•ft Paa = 0 Pbb := (vbbi — vbb)•0•ft Pbb = 0 Pcc := (vccl — vcc).0.ft Pcc = 0 Pdd :_ (vddi — vdd)•0•ft Pdd = 0 NN Engineering, P.S. PO Box 39681 11111 50th Ave S, Tukwila, WA Dream Edge Residence 9/23/2016 11916.0 L.xmcd B. Shear Wall to diaphragm nailing (Sole Plate): NDS Table12.3B: 16d Common Nails 1 1/2" side member thickness = 1.33 Cdi := 1.1 7= 1221b L:= Z•CD•Cdi Z' = 178.491b Per Nail Z' = 133.86•plf Allowable Toad for 16" nail spacing (max) 16in VII. SHEAR WALL SUMMARY First Floor Mk Wall Shear Anchor bolt Holdown Edge Holdown Type Stress Spacing Force Nailing Type. A** 1 vai = 525.58.plf sa = 25.2•in HDFal = 6.7.k 8d @ 2" o.c. HDQ8 DF B 2 vbi = 380.78•plf sb = 34.79•in HDFb1 = 6.21•k 8d @ 4" o.c. HDQ8 C** 3 vci = 211.61.plf sc = 48•in HDFcl = 2.42•k 8d @ 4" o.c. STHD14RJ D 4 vdi = 248.03.plf sd = 48•in HDFd1 = 2.04•k 8d @ 6" o.c. STHD14RJ 2nd Floor Mk Wall Shear Sole Plate Holdown Edge Holdown Type Stress Nail Spacing Force Nailing Type. AA' 5 vaai = 187.86•plf saa = 10.36•in HDFaal = 1.54.k 8d @ 4" o.c. MST37 BB 5 vbbi = 449.28•plf sbb = 4.33•in HDFbb1 = 3.19.k 8d @ 4" o.c. MST37 CC** 0 vcci = 76.85.plf scc = 16•in HDFccl = 0.5•k 8d @ 6" o.c. No Straps DD 0 vddi = 59.62•plf sdd = 16•in HDFdd1 =—0.04•k 8d @ 6" o.c. No Straps **Reduced Shear Capacity perAWC SDPWS-08 Page 17 LS 4p'-p' a' -a 3'-a 4'-6' g'-p. 6'-tl' UJ6 (E) UJ2 (UJ) n ////////////////111 21'4' 0 (E) 1112 (w) 0 00 ❑❑ 4 L r 0 C 0 A L12 sr-o' L11 g'-a MAIN FLOOR SWEAR WALLS L8 4'-0' Li W-0' L5 ,,,, dr AI L L AA CC 5 II scik J L rr n L r Li -u • LJJ C11 11 11 11 II it IL II JL II r 1j 1} 11 I LS 1 JALL AA L D'-0' CC 3 C_, -r'YT1�T�T-� L fL I r t r II I II 11 SECOND FLOOR 51-IE,4R WALLS 12 FRONT ELEVATION SWEAR WALLS NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA III. Gravity Load Analysis Gravity Analysis shall be based on 2015 "International Building Code" (IBC), and ASCE/SEI 7-10 Sect. 7.3 - 7.4 and "Minimum Design Loads for Buildings and Other Structures", Section 3.0 - 6.0. Design Criteria: A. Determine Dead Loads (D) (1606): Uniform Dead Loads (psf): fr := 15psf Framing Dead Load (or actual) Pto = 0•psf Concrete Topping (Floors) thk.= 0•in Pti Opsf Roof Tile pw, := 1.1psf Wall B.1 Determine FLoor Live Loads (L) ( IBC Table 1607.1 & ASCE Table 4-1 ): Dream Edge Residence 9/23/2016 16816.0 B.xmcd llf := 40psf Floor Live Load Ilg := 55psf Garage Slab on Grade lld := 60psf Deck Live Load llga := 30001b Garage Concentated Load (4.5in x 4.5in area) lla := 100psf Assembly Areas 11'gc := 22501b Garage Concentated Load (per wheel) - storage B.2 Determine Adjusted Uniform Snow Loads (L) (ASCE Ch. 7) Roof Snow Load - (Ground Snow load pg < 20psf ; Site elevation < 700ft) pf := 0.7•CeCt•I•pg Flat Roof Snow Load (ASCE Eqn. 7-1) Ce:= 1.0 - Exposure B Table 7-2 Ct := 1.1 - Table 7-3 Obstructed non -slippery surface - Heated space (ventilated) I := 1.0 - Importance Table 7-4; Category II per table 1-1 pf := 0.7•Ce Ct•I•pg p'f = if[pg <_ 20psf,(I•pg),(20psf•I)1 p"f:= if(Pf > W,Pf,W) Ps Cs'P£ pg := 20psf (Ground Snow load per ASCE Fig. 7-1) w := 25psf (Min. Roof Snow load per local jurisdiction) Sloped Roof Snow Load (ASCE Eqn. 7-2 Warm Roofs) Cs := 1.0 (ASCE Table 7-2a; < 4:12 to 7:12 roof pitch p's = 25.psf Min. (Heated Ventilated space) pf = 15.4•psf p'f = 20.psf min. p"f = 25.psf min. Floor Dead Load (Df): Df = 15.psf Floor Live Load (L f): Lf = 40.psf Roof Dead Load (Dr): Dr = 15.psf Roof Live Load (Lr): Lr = 25.psf TOTAL FLOOR LOAD (TLf): TLf = 55.psf TOTAL ROOF LOAD ( TLr): TLr = 40•psf Page B1 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA GIu-Lam Beam - B1 Imo= 641 Dr = 15•psf Lr = 25•psf TLr = 40•psf wl := TLr 5.5•ft w1 = 220•plf w2 := TLr 21.5 ft w2 = 860•plf Allowable Stresses (adjusted) Fb:= 2400•psi Fv:= 265.psi E':= 1800000•psi•Ct F'b := Fb.CD.CM•Ct.CL.CV.Cf,.CC F'b = 2760•psi F'v := FvCD. Cm. Ct F'v = 305•psi 2 0 —2 —4 - 60 Shear Diagram- 2 4 6 RL = 1.9.k x(fi) RR = 4.7• k Vmax = 4.7.k b Dream Edge Residence 9/23/2016 16816.0 B.xmcd Pl := 4.3k P2 := 0lb P3 := 0lb CD := 1.15 CM := 1 = 1 CL := 1.0 Cv := 1 Ct, := 1 Cc := 1 Moment Diagram Mmax = 6.1.k.ft BEAM SELECTION t := 5.125•in (beam thickness) 5 • weq• L4 384•E'•I Dr TT ODL TL r Cvact = 1.149 OTT = 0.04• in ADL = 0.02•in > Cv = 1 Assumed OK Beam Stresses fv = 43.2.% fb = 28.3.% L ATL :_ 240 USE t = 5.125•in h := 10.5in x h = 10.5•in GLB Camber := 1.5.ODL Camber = 0.025•in Sreq = 26.61•in3 < S = 94•in3 OK Areq = 23.26•in2 < A = 54.in2 OK I feq = 73.44.in4 < I = 494.in4 OK a := 4.5.ft b := 15.ft c:= 3•ft d .= 4.5.ft Page B2 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA Sawn Beam - B2 L;= 6•ft Dr = 15•psf Lr = 25•psf TLr = 40•psf vNuA:= TLr 21.5 ft := TLC 17.5•ft Sawn Beam Properties - , = 900•psi 4,= 180•psi F,,�,,,14A:= Fb• CD. CM• Ct• Cu CF. Cfu' Ci. Cr MF,'m:= Fv•CD. Cm. Ct•Ci Fes' := 1600000•psi.C'i Shear Diagram 2 4 Dream Edge Residence wl = 860•plf w2 = 700•plf b A 9/23/2016 16816.0 B.xmcd P, .== 2.1k = Olb P,:= Olb = 2•ft b := 4.ft Acm= 6•ft d := 2•ft ,;= 1 = 1 := 1 ,,,:= 1.0 CF := 1.2 ,,:= 1 Ci := 1.0 Cr := 1 Fib = 1080•psi C'i := 1.0 F'v = 180.psi E' = 1600000.psi 6 x(ft) RL = 3.8.k RR = 2.9.k Vmax = 3.8•k Moment Diagram max = 5.8•k•ft BEAM SELECTION = 5.5•in (beam thickness) 1k:= 11.25•in (beam depth) USE t = 5.5•in 240 5•weCq•L4 ,0:= 384•E'•I Beam Stresses fv=50.7% fb=55.7•% �T[ = 0.04•in x h = 11.25•in BEAM Sreq = 64.59•in3 < S = 116.in3 OK Areq = 31.39•in2 < A = 62•in2 OK I feq = 78.48•in4 < I = 653 in4 OK Page B3 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA Glu-Lam Beam - B3 T;= 6-ft Dr = 15•psf Lr = 25•psf TLr = 40•psf = TLt 20.5•ft wl = 820•plf TL,.•5.5•ft w2 = 220•plf Allowable Stresses (adjusted) Fes= 2400•psi ,= 265•psi FB' := 1800000•psi•Ct Fes' := Fb•CD•CM•Ct•CL•Cv.Ct•Cc Fib = 2760•psi AF,m:= FvCD- Cm- Ct F'v = 305•psi b Dream Edge Residence 9/23/2016 16816.0 B.xmcd = 4.1k hA:= 2.5•ft P = Olb 1&:= 15•ft ,= 01b= 3•ft d := 2.5•ft i=1.15 =1 =1 :=1.0 =1 :=1:=1 Shear Diagram Moment Diagram 10 8 • 6 4 2 0 • 2O. —2 — 40 2 4 6 x(ft) RL=4.2•k RR = 2.7-k 'max = 4.2•k — 20 4 x(ft) Mm = 8.k•ft 6 BEAM SELECTION A= 5.125•in (beam thickness) 5•weq•L4 n 384•E'•I OTL = 0.06•in L pS:=- 240 USE t = 5.125•in h := 10.5in x h = 10.5•in GLB D = r OTT. ODL = 0.02•in a e := 1.5.ODL Camber = 0.033•in TLr Cvact = 1.149 >_ Cv = 1 Assumed OK Beam Stresses fv=38.8•% fb=37.1•% Sreq = 34.94•in3 < S = 94•in3 OK Areq = 20.87•in2 < A = 54•in2 OK I feq = 96.43•in4 < I = 494.in4 OK Page B4 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA 6x8 Sawn Beam - B4 Dr = 15•psf Lr = 25•psf �w:= TLrtw w = 220.plf 2 hicw:= w8 Mmax = 1760 ft•lb V := w• I - — h Allowable Stresses (adjusted) DF#2 ` 14:= 8•ft tM;= 5.5in TLr = 40•psf tµ, := 5.5ft wDL := Dr•tw Dream Edge Residence 9/23/2016 16816.0 B.xmcd := 7.25in wDL = 83•plf Vmax = 747.08.1b Rmax = 880.1b ,:= 875•psi ;= 170•psi = 1.15 , := 1 ;= 1 := 1.0 ,:= 1.2 ,,:= 1 , = 1.0 , = 1 := Fb•CD•Cm' Ct•CuCF. Cfu•Ci•Cr F'b = 1207•psi := 1.0 FvCD. CM•Ct•Ci F'� = 195.psi 0 •— L ,wv,Ts'1" 240 1600000•psi•C'i E' = 1600000•psi Mmax Sreq := Fib Vmax• 1.5 Areq := Fey _ 5•w•L4 Ireq 384•E'•6`TL Sfeq.= 17.49•in3 < S = 48•in3 OK Sreq S Areq = 5.73•in2 < A = 40.in2 OK — 36.3•% Areq — — 14.38.% A Ireq = 31.68•in4 < I = 175.in4 OK Ireq I 6x8 Sawn Beam - B6 = 8.ft Dr = 15•psf Lr = 25•psf TLr = 40•psf ,:= TLr•tw w = 180.plf w•L2 MvPmtv:= 8 Allowable Stresses (adjusted) DF#2 Mmax = 1440 ft• lb wti"Alw:= Dr tw11 X= w.(—hJ .= 5.5in t .= 4.5ft ANA' = 18.14.% 1 ..= 7.25in wDL = 68.plf = 611.25•lb Rmax = 720.1b ;= 875•psi ,F ;= 170•psi = 1.15 = 1 a;= 1 := 1.0 a= 1.2 ,:= 1 .i,)= 1.0 = 1 := Fb•CD. CM•Ct•CL•CF. Cbr•Ci•Cr F'b = 1207•psi ZA:= 1.0 S,14;= Fy• CD. Cm. Ct•Ci F'r, = 195•psi _ L 240 10:,:= 1600000•psi•C'i E' = 1600000•psi Mmax Sreq := F' b Vmax• 1.5 Areq := F v _ 5•w•L4 Ifeq 384E'. TL Sreq = 14.31•in3 < S = 48•in3 OK Areq = 4.69•in2 < A = 40.in2 OK Ireq = 25.92•in4 < I = 175.in4 OK Sreq — 29.7.% S Areq — 11.76.% A Ireq — = 14.84•% I Page B5 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA Glu-Lam Beam - B5 L := 8•ft Dr = 15•psf Lr = 25•psf TLr = 40•psf Mw,:=TLr20.5ft = TLr 5.5•ft Allowable Stresses (adjustedl Fes;= 2400•psi , := 265•psi F, := Fb•CD. Cm' Ct•CL'CvCfu•Cc , := FV.CD.CM•Ct 4 2 0 -2 Shear Diagram wl = 820•p1f w2 = 220•plf �FM:= 1800000•psi•Cr F'b = 2760•psi F'v = 305•psi 2 4 6 8 x(ft) RL=4.9.k RR=2.8•k Vmax = 4.9.k b w2 Dream Edge Residence 9/23/2016 16816.0 B.xmcd Pam:= 4.1k = 3.ft 0lb b := 15•ft Pam= 0lb cam= 3.ft d:= 3.ft gpv:= =1 =1 :=1.0 gm:=1 ,:=1 Cam:=1 Moment Diagram 4 x(ft) = 11•k•ft BEAM SELECTION ,,= 5.125•in (beam thickness) 5•weq•L4 ,0 „:= 384•E'•I OTL = 0.14•in 0 nnnrT 240 USE t = 5.125•in h := 10.5in x h = 10.5.in GLB D AA/Arwf= r •Au = 0.05•inam er := 1.5.ODL Camber = 0.08•in TLr Cvact = 1.116 > Cv = 1 Assumed OK Beam Stresses fv = 44.9•% fb = 50.9•% Sreq = 47.93.in3 < S = 94.in3 OK Areq = 24.14•in2 < A = 54.in2 OK I feq = 176.4•in4 < I = 494.in4 OK Page B6 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA 6x10 Sawn Beam - B7 Df = 15•psf Lf = 40•psf ,:= TLf•tµf + TLr tNr w•L2 liww:= 8 ,LL •= 6•ft L= 5.5in k:= 9.25in TLf = 55•psf TLr = 40•psf twf:= 5ft (floor) w = 275•p1f w = Df•twf + Dr•twr Mm = 1237.5 ftib = w l L Allowable Stresses (adjusted) DF#2 ,F ,:= 875•psi= 170•psi:= 1600000•psi FA' := Fb•CD•CM•Ct•CJ Fib = 1050•psi Fes:= Fv•CD•CM•Ct•CH F'v = 170.psi Sfeq: Fib Mmax Vm 1.5 Areq F'v _ 5•w•L4 Ireq 384E'•im WDL = 75•p1f Vmax = 613.02.1b Rmax = 825.1b = 1 = 1.2 = 1 = 1 CH:=1 0 ^'"" 240 Sreq = 14.14•in3 < S = 78•in3 OK Areq = 5.41 • in2 Ireq = 16.71 • in4 A = 51•in2 OK < I = 363•in4 OK Sreq — - 18.03•% S Areq - 10.61% A Ireq = 4.61•% I Dream Edge Residence 9/23/2016 16816.0 B.xmcd twr := Oft (roof) Page B7 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA GIu-Lam Beam - B8 = 13.ft Df = 15.psf Lf = 40.psf TLf = 55•psf NwNM:= 1135p1f 1135p1f GIu-Lam Beam Properties Svov:= 2400.psi = Fb•CD•CM•Ct•Cv = 210.psi FvCD•CM•Ct•CH wl = 1135•plf w2 = 1135•plf 4' := 1800000.psi Fib = 2160.psi F'v = 210•psi RL ACIMA:= 1 Dream Edge Residence 9/23/2016 16816.0 B.xmcd RR 'Shear Diagram 40 30 20 10 0 —10 0 x(ft) RL = 9.6•k RR = 11.8.k Vm = 11.8.k Moment Diagram 5 10 x(ft) = 37.5•k•ft 15 BEAM SELECTION 2v:= 6.72•in (beam thickness) 5•weq•L4 Nw�rT•3,,:= 384•E'•I Df 'n4/4; —TLf OTL Cvact = 0.989 OTL = 0.25 • in ADL = 0.07•in > Cv = 0.9 Assumed OK Beam Stresses fv = 76.1.% fb = 68.2•% Ireq I = 38.71.% 240 USE t = 6.72•in h := 16.5in x h = 16.5•in GLB AcA er := 1.5.ODL Camber = 0.103•in Sreq = 208.06•in3 < S = 305•in3 OK Afeq = 84.34•in2 < A = 111•in2 OK Ireq = 973.71•in4 < I = 2516•in4 OK = 3.8k = 2.9k ;= 0lb = 6•ft b := 12.ft c:= 0.ft d := 7•ft Page B8 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA Glu-Lam Beam - B9 L•= 8.ft Df = 15•psf Lf = 40•psf TLf = 55.psf = TLf•10•ft = Df• 10•ft + 20•plf Allowable Stresses (adjusted) = 2400•psi := 265•psi Fb.CD. CM•Ct.CL.CvCfu•Cc := FV CD. Cm. Ct 10 5 = 1095•plf 275•plf w3 := 275.plf w4:= 495.plf w = 550•plf WDL = 170•plf Ems:= 1800000•psi•Ct F'b = 2400•psi F'v = 265•psi b w3 P 3 w4 Dream Edge Residence 9/23/2016 16816.0 B.xmcd = 4.2k = 2.7k = 0.1b = 1 = 1 = 1 := 1.0 =1 w:=1 =1 Shear Diagram Moment Diagram 8 —50 2 4 6 8 RL=5.9•k x(ft) RR=4.2.k Vmax = 5.9.k 6 4 2 00 2 4 x(ft) Mmax = 6•k•ft 6 8 BEAM SELECTION = 5.125•in (beam thickness) 5•weq•L4 ,0, := 384•E'•I Df i✓ - TLf• Au Cvact = 1.116 OTL = 0.08•in ODL = 0.02•in > Cv = 1 Assumed OK Beam Stresses fv=62•% fb=31.9•% :_ 240 USE t = 5.125•in h := 10.5in x h = 10.5•in GLB a er := 1.5.ODL Camber = 0.032• in Sfeq = 30.01•in3 < S = 94•in3 OK Afeq = 33.37.in2 < A = 54•in2 OK feq = 96.03•in4 I = 494.in4 OK a;= 1.ft b := 7•ft cam:= 20.ft d:= 1.ft e := 7.ft Page B9 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA Dream Edge Residence 9/23/2016 16816.0 B.xmcd 5-1/4 x 11-1/4 LVL Micro -lam Beam (PSL) - B10 Imo.= 12.ft t= 5.25in h := 11.25in Df = 15•psf Lf = 40•psf TLf = 55•psf TLr = 40•psf Nty,A:= 13ft (floor) tom,:= Oft (roof) w := TLftH,f + TLr tµr w = 715•plf Aw, = Df•twf + DrtH,r wDL = 195•plf 2 Mom := wg Mmax = 12870 ft lb = w 12 - hJ Vim, = 3619.69•1b Allowable Stresses (adjusted) MF•= 2600•psi Fes= 285•psi K= 1900000.psi Fes' := Ft; CD. CM•Ct•CF F'b = 2990.psi MF := FvCD. Cm. Ct•CH F'v = 328.psi Sreq := Areq Mmax Fib Vm 1.5 F'v 5•w•L4 Ifeq 384.E'•OTL nc,Av:=1.15 n:=1 Cam:=1 ,CS.i=1 Cam•=1 L NwT4 240 S 51.65•in3 < S = 111.in3 OK Sreq Sreq = - 46.64% S Areq 16.57•in2 < A = 59.in2 OK Areq = - 28.05•% A I 4 < I = 623 • in4 OK I req req = 292.62• in = 46.98•% I Rmax = 4290.1b 3-1/2 x 11-1/4 LVL Micro -lam Beam (PSL) - B11= 15.ft= 3.5in ki := 11.25in Df = 15•psf Lf = 40•psf TLf = 55.psf TLr = 40•psf tom, := 3ft (floor) t := Oft (roof) w:= nowt + TLrtwr w = 165.plf ,wv iw= Drtwf + Dr.twr. wDL = 45•p1f 1 2 NNaw:= w8 Mmax = 4640.63 ft.lb Vf = w• 2 - h I Vm = 1082.81•1b Rimy, = 1237.5 lb Allowable Stresses (adjusted) / SFb✓•= 2600.psi , := 285•psi F, n' := Fb•CD. Cm. Cr. CF •= Fv• CD. CM'Cr. CH Mmax S feq := Fib Vmax.1.5 Areq Fiv _ 5•w•L4 Ireq 384 E' OTL 1900000•psi F'b = 2990.psi F'v = 328.psi AcAv:= 1.15 /co =1 nCn. i=1 Sreq = 18.62•in3 < S = 74•in3 OK Areq = 4.96•in2 < A = 39.in2 OK Ireq = 131.89•in4 < I = 415•in4 OK Sreq — - 25.23.% S Areq - 12.59•% A I req = 31.76•% I Page B10 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA 5-1/4 x 11-114LVL Beam - B12 L .= 12.ft Ame Df = 15•psf Lf = 40•psf TLf = 55•psf TLr = 40•psf , := 16in (floor) tom:= Oft (roof) ,,:= TLf•twf + TLrtw, w = 73•plf w = Df•twf + Dr tK,r wDL = 20•plf LVL Properties - A= 2600•psi Fes= 285.psi E':= 1900000.psi F, ' := Fb•CD. Cm. Ct•CF Fib = 2600.psi Fes:= FvCD. Cm. Cr. CH F'v = 285•psi Shear Diagram -20 5 10 x(ft) RL=1•k RR=1k Vm = 1•k BEAM SELECTION tK= 3.5•in. (beam thickness) 15 1 := 1 ,:= 1 Dream Edge Residence 9/23/2016 16816.0 B.xmcd F1 a = 1 = 1 Moment Diagram 5 5 10 15 = 4.9•k•ft E:= 11.25•in (beam depth) USE t = 3.5•in 0 •- ,0 4,4•240 5•weq•L4 mi,A4ALI:= 384•E'•I Beam Stresses fv = 13.9•% fb = 30.8•% AIL = 0.16•in I req — = 26.94• % I x h = 11.25•in BEAM Sreq = 22.71•in3 < S = 74.in3 OK Afeq = 5.47.in2 < A = 39.in2 OK Ireq = 111.87•in4 < I = 415•in4 OK = 1200.1b &:= 6•ft Page B11 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA GIu-Lam Beam - B13 8•ft Df = 15•psf Lf = 40•psf TLf = 55•psf Fes.= Fv.CD•CM•Ct AvhtA:= TLf• 13•ft wl = 715•p1f TLf•8•ft w2 = 440•plf Allowable Stresses (adiustedl = 2400•psi ,= 265.psi E' := 1800000•psi•Ct Fb•CD•CM•Ct•CL•Cv•Cfu•Cc Fib = 2400•psi F'v = 265.psi Shear Diagram 2 4 x(ft) RL=3.1•k RR=2.8•k Vmax = 3.1 • k 6 8 Dream Edge Residence 9/23/2016 16816.0 B.xmcd 4 = 1000lb A:= 5.ft P.= Olb = 0lb =1 n :=1 $ =1 an:=1.0 nnx6=1 :=1:=1 Moment Diagram Mmax = 6.6.k.ft BEAM SELECTION= 5.125•in (beam thickness) 5•weq•L4 384•E'•I 0TL = 0.09•in 240 USE t = 5.125•in h := 10.5in x h = 10.5•in GLB Df f OTL ODL = 0.02•in am a := 1.5.ODL Camber = 0.035•in TLf Cvact = 1.116 >_ Cv = 1 Assumed OK Beam Stresses • fv = 32.4•% fb = 35.1% Sfeq = 33.18•in3 < S = 94•in3 OK Areq = 17.44•in2 < A = 54.in2 OK Ireq = 106.16•in4 < I = 494.in4 OK b := 0•ft = Olt AAA d := 5•ft Page B12 NN Engineering, P.S. Dream Edge Residence 9/23/2016 PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA 5-1/4 x 11-1/4 LVL Micro -lam Beam (PSL) - B14 = 15•ft Df = 15•psf Lf = 40•psf ,,:= TL f• tµ, f + TLr tµ,,. TLf = 55.psf TLr = 40•psf w = 440•plf w•L2 Mmax = 12375 ft• Ib Allowable Stresses (adiusted) tAi= 5.25in h := 11.25in A,A:= 8ft (floor) ,w= Df•twf + D,.•t,t. V = 4112 — h) ,= 2600•psi ,= 285•psi := 1900000•psi ,0 Fb•CD. CM•Ct•CF F'b = 2990•psi , := F,.CD. CM•Ct•CH F', = 328.psi Sreq = 49.67•in < S = 111•in3 OK Sreq :_ Areq :_ Mmax Fib Vm 1.5 F'v _ 5•w•L4 Ireq 384.E'.—ATL Areq = 13.22•in2 < A = 59.in2 OK Ifeq = 351.714n4 < I = 623.in4 OK wDL = 120•plf Vmax = 2887.5•lb = 1.15 = 1 =1 =1 = 1 p :L — 240 Sreq — — 44.85•% s Areq — — 22.37•% A Ireq = 56.46•% I 16816.0 B.xmcd t .= Oft (roof) Rmax = 33004 Page B13 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA Sawn Beam - B15 L.= 5.ft mw Dream Edge Residence 9/23/2016 16816.0 B.xmcd Df = 15•psf Lf = 40•psf TLf = 55.psf TLr = 40•psf tom:= lft (floor) tom:= 5.5ft (roof) ti ,:= TLf•tµf + TLrt,r w = 275•plf RL nwALv = Df•twf + Dr twr wDL = 98•plf Sawn Beam Properties - F := 900•psi Fes= 180•psi A.= 1 = 1 ;= 1 := 1.0 a:_ 1.2 := 1 = 1.0 = 1 := Fb•CD•CM•Ct•CL•CF.Cfi•Ci•Cr F'b = 1080.psi PI w EN= 3.3k a:= 1•ft ,FA;m:= FvCD•CM•Ct•C; F', = 180•psi E = 1600000•psi•C', E' = 1600000•psi Shear Diagram Moment Diagram III 4 3 2 1 0 1 2 3 4 5 0 x(ft) RL = 3.3.k RR = 1.3.k 4 3 2 1 0 — 1 ... —2 0 Vmax = 3.3•k BEAM SELECTION t.= 5.5•in rh := 9.25•in (beam thickness) (beam depth) 1 2 3 ',rai Mmax= 3.2•k•ft 4 5 USE t = 5.5•in x h = 9.25•in BEAM _ 240 Sreq = 35.44.in3 < S = 78.in3 OK 5 weq•L4 2 < A = 51 in2 OK := 384•E'•I OTL = 0.02•in Afeq = 27.73•in Beam Stresses f, = 54.5.% fb = 45.2•% I feq = 35.89•in4 < I = 363•in4 OK = 1.0 Page B14 NN Engineering P.S. Dream Edge Residence 9/23/2016 PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA 16816.0 B.xmcd Sawn Beam - B16 = 10.ft Df = 15•psf Lf = 40•psf TLf = 55•psf w= TLf•8•ft NjAe TLf• 11•ft wl = 440•plf w2 = 605•plf b Pam;= Olb = Olb = Olb A:= 4.5.ft b := 4•ft c:=6•1 d := 4.5•ft Sawn Beam Properties - µb;= 900•psi /4.;= 180•psi A;= 1 &do 1 = 1 , := 1.0 Came 1.2 „cow:. 1 ,;= 1.0 , , y.,;= 1 Mom= Fb.CD.Cm•Ct.CL•CF.Cfu•Ci'Cr nKw = Fv.CD.Cm•Cf Ci Fes' := 1600000•psi•C'i Shear Diagram 2 4 6 x(ft) RL=2.4.k RR=2.9•k Vmax = 2.9.k 8 10 F'b = 1080•psi F', = 180•psi E' = 1600000•psi Moment Diagram Mmax = 6.8•k•ft BEAM SELECTION L:= 5.5•in (beam thickness) h := 11.25•in (beam depth) USE t = 5.5•in 240 5•weq•L4 A" 384•E'•I Beam Stresses fv = 38.5•% fb = 64.6•% 0TL = 0.12•in x h = 11.25.in BEAM Sreq = 75•in3 < S = 116.in3 OK Areq = 23.82•in2 < A = 62•in2 OK Ireq = 151.88•in4 < I = 653•in4 OK Page B15 := 1.0 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA Dream Edge Residence 9/23/2016 16816.0 B.xmcd 6x12 Sawn Beam - B17 L .= 8•ft L:= 5.5in := 11.25in Df = 15•psf Lf = 40•psf TLf = 55.psf TLr = 40•psf tom:= 13ft (floor) to:= Oft (roof) NW TLf tN f + TLrtwr w = 715 plf := Df'twf + Dr twr wDL = 195•plf 2 := wg Mmax = 5720 ft Ib = w 12 — hJ Vm = 2189.69.1b Rmax = 2860.1b Allowable Stresses (adjusted) DF#2 = 850•psi F .= 180•psi u,= Fb•CD. Cm. Ct.CF Fv•CD. CM•Ct•CH Mmax Sreq := F'b Areq Ireq 384•E'•ATL Vm 1.5 F'v 5•w•L4 6x10 Sawn Beam - B18 E'':= 1600000•psi F'b = 1020•psi F'v = 180•psi Sreq = 67.29•in3 < S = 116•in3 OK Sreq Afeq = 18.25•in2 < A = 62•in2 OK Areq — 29.49•% A Ire q = 102.96•in4 < I = 653•in4 OK Ireq ——=15.78•% = 1.2 = 1 • L v.= — d240 1 .= 6•ft tJ= 5.5in — 58•% 1t:= 9.25in Df = 15.psf Lf = 40•psf TLf = 55.psf TLr = 40•psf t^,0iA := 7ft (floor) , ,:= TLf•twf + TLr tN,r w = 385•plf Mom= Df•twf + Dr. twr 2 r My := w8L Mmax = 1732.5 ft•lb Vim= w I — h I V Allowable Stresses (adjusted) DF#2 ` Fes= 850•psi F,= 180•psi Fes' := 1600000•psi A54:= Fb•CD. CM•Ct•CF F'b = 1020•psi nanw = Fv. CD. Cm. Ct.CH F'v = 180•psi Mmax Sreq := Fib Vmax.1.5 Areq F'v 5•w•L4 Ireq 384E' OTL = 1; ,:= 1 Sreq = 20.38•in3 < S = 78•in3 OK Areq = 7.15•in2 < A = 51•in2 OK Ifeq = 23.39•in4 < I = 363•in4 OK wDL = 105•plf t .= Oft (roof) = 858.23.1b Rmax = 1155.1b = 1.2 = 1 L 240 Sfeq — 25.99.% s Areq — 14.06•% A Ireq = 6.45.% I Page B16 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA • 6x10 Sawn Beam - B19 , ,:= 8•ft ,vt *= 5.5in Dream Edge Residence 9/23/2016 16816.0 B.xmcd 21,,:= 9.25in Df = 15•psf Lf = 40•psf TLf = 55.psf TLr = 40•psf 144:= 7ft (floor) w := TLf•twf + TLr tµr w = 385•plf w = Df•t f + Drtµr wDL = 105•plf .= Oft (roof) 2 ,4, ,:= wg Mmax = 3080 ft• lb V .= w.(-- h I Vma, = 1243.23.1b Rm = 1540.1b Allowable Stresses (adjusted) DF#2 ,= 850.psi ,= 180•psi ,F' := 1600000•psi ,\:= Fb•CD•CM•Ct•CF F'b = 1020.psi FvCD•CM•Ct•CH F'v = 180•psi Mmax Sreq . b Vm 1.5 Areq Ireq 384•E'•OTL F'v 5•w•L4 ica;= = 1.2 , =1 , =1 gkAf = 1 _ L rT3r,• 240 Sreq36.24•in3 < S = 78•in3 OK Sreq = — — 46.1 % Areq10.36•in2 < A = 51•in2 OK Areq = — — 20.36•% A I 55.44.in4 < I = 363.in4 OK Ireq req= =15.28•% I Page B17 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA GIu-Lam Beam - B20 L := 20.ft Df = 15•psf Lf = 40•psf TLf = 55•psf Dream Edge Residence 9/23/2016 16816.0 B.xmcd = 575.plf w = 1395•p1f wv.•= 1395•p1f w= 795•plf Allowable Stresses (adjusted) = 2400.psi Fes= 265•psi E' := 1800000•psi•Ct = Fb.CD. Cm. Ct.CL•CvCfu•Cc F'b = 2400.psi Fv•CD. Cm. Ct F'v = 265.psi 20 10 - 10 b tv:= 4.9k Pam:= 2.8k = Ok ACARk;= =1 Cam;=1 :=1,0 Ach= w.=1 nxv:=1 Shear Diagram Moment Diagram 100 80 • 60 40 20 0 - 20 5 10 15 20 0 - 20 0 x(ft) RL = 11.9.k RR = 16.1.k Vmax = 16.1.k 5 10 sdAIN = 87.1•k•ft 15 20 BEAM SELECTION= 6.75.in (beam thickness) 5 • weq• L4 436.A 384•E'•I OTL = 0.54•in Df W = OTL ODL = 0. l 5 • in TLf Cvact = 0.918 240 USE t = 6.75•in h := 22.5in x h = 22.5•in GLB er := 1.5.ODL Camber = 0.222•in Sreq = 435.27•in3 < S = 570•in3 OK > Cv = 1 Assumed OK Afeq = 91.19•in2 < A = 152•in2 OK Beam Stresses Ireq I 3482.2•in4 I = 6407•in4 fv = 60.% fb = 76.4.% — = 54.35•% feq - < OK 1 := 10•ft b := 17•ft nm c := 20.ft AM d := 7.ft nnn e := 17•ft AAA Page B18 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA GIu-Lam Beam - B21 = 16.ft Di = 15•psf Li = 40•psf TLf = 55•psf = 110pif := 160plf GIu-Lam Beam Properties 2400•psi Fes;= 165.psi ,:= Fb•CD. CM•Ct•Cv ,,,:= FvCD. CM•Ct.CH wl = 110•plf w2 = 160•plf 1800000•psi Fib = 2160•psi F'v = 165•psi :_ .9 AC4i= 1 Dream Edge Residence 9/23/2016 16816.0 B.xmcd RR • Shear Diagram Moment Diagram 6 4 2 5 10 15 20 00 —1 x —2 0 x(ft) RL = 1.5•k RR = 1.4•k Vmax = 1.5 • k 10 vr�\ Mmax = 6•k•ft 15 20 _ .5k Xgv: 0lb Pam:= 0lb BEAM SELECTION 5.125•in (beam thickness) 5•weq•L4 384•E'•I D TLf Cvact = 1.028 0TL = 0.21•in ODL = 0.06•in > Cv = 0.9 Assumed OK Beam Stresses Q L 240 USE t = 5.125•in h := 12in x h = 12•in GLB a er := 1.5•ADL Camber = 0.084•in Sfeq = 33.06•in3 < S = 123•in3 OK Areq = 13.45•in2 < A = 61•in2 OK fv = 21.9•% fb = 26.9•% Ireq = 190.44•in4 < I = 738.in4 OK Av= 4•ft b := 0•ft = 0•ft d := 4•ft Page B19 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA 4x10 Sawn Beam - B22 = 5.3333•ft L:= 3.5in b:= 9.25in Df = 15•psf Lf = 40•psf TLf = 55•psf TLr = 40•psf tom:= 17.5ft (floor) MN := TLf•twf. + TLr twr w = 963•plf ,wpn:= Df'twf + Dr'twr wDi, = 263•plf 2 := w8L Mmax = 3422.18 ft•lb ,x,= w•I — h Allowable Stresses (adjusted) DF#2 850•psi Fes;= 180•psi ,L�' := 1600000•psi FA:= Fb•CD. Cm. Ct•CF F'b = 1020•psi ,F;x,:= Fv'CD•CM•Ct•CH F'v = 180•psi Mmax Sreq := Fib Vmax' 1.5 Areq F'v _ 5•w•L4 Ireq 384•E'•0•pL Dream Edge Residence 9/23/2016 16816.0 B.xmcd t .= Oft (roof) Vmax = 1824.72.1b Rmax = 2566.65 • lb ;= 1 = 1.2 n=1i=1 ,c;= 1 A := L 240 Sfeq = 40.26•in3 < S = 50•in3 OK Afeq = 15.21•in2 < A = 32•in2 ' OK Ifeq = 41.07•in4 < I = 231.in4 OK 2x12 Joists 16" o.c. - HF#2 - J1 Df = 15.psf Lf = 40•psf TLf = 55.psf ,L .= 17•ft Sreq — 80.66•% S Areq — — 46.97•% A Ireq = 17.79•% I L= 1.5in bA:= 11.25in t .= 16in w:= TLf'tw w = 73•plf w := Df't WDL = 20•plf 2 N� := w8 Mmax = 2649.17 ft•Ib Xmw:= w•I — h I Vmax = 554.58.1b Rm = 623.33 Ib Allowable Stresses (adjusted) HF#2 Fes,:= 875•psi F,;= 170•psi r.;= 1 , = 1 ,ct,;= 1 := 1.0 ,,,= 1.2 := 1 = 1.0 , ;= 1.15 F ,:= Fb'CD. CM'Ct.CL'CF. Cfu'CrCr F'b = 1207•psi j ,Z,ti:= 1.0 F; := Fv. CD. Cm. Ct.C; F'v = 170•psi ,F' := 1600000•psi•C'; E' = 1600000•psi Mmax Sreq ._Fib Areq :_ Vmax' 1.5 F'v 5•w•L4 Ireq 384 E' OTL Sfeq = 26.33•in3 < S = 32•in3 OK Sreq S Areq = 4.89•in2 < A = 17•in2 OK Areq A — 83.21.% — 29•% Ireq = 101.33•in4 < I = 178•in4 OK Ireq = 56.93.% I L 240 (actual A) OTL = 0.48 • in Page B20 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 11111 50th Ave S Tukwila, WA 2x10 Joists @ 16" o.c. - HF#2 - J2 Df = 15•psf Lf = 40•psf TLf = 55•psf M := TLf•tw w = 73•plf w L2 Mmax = 1549.17 ft• lb Allowable Stresses (adjusted) HF#2 ,= 875•psi Fes.= 170•psi Fb'CD. CM'Ct'CL'CF'Cfu' CI' Cr FvCD•CM'Ct•Ci 1600000•psi•C'i Mmax Sreq Fib Vm 1.5 Areq F'v _ 5•w•L4 'feq 384.E'.OTL = 13•ft AtAi= 1.5in 1A:= 9.25in nw34n:(= Df tw11 AARow = w•I 2 — hJ t '= 16in wDL = 20•plf Dream Edge Residence 9/23/2016 16816.0 B.xmcd Vmax = 420.14.1b Rmax = 476.67• lb 1 =1 =1 :=1.0 n:=1.2 Fib = 1207•psi = 170.psi E' = 1600000.psi Sreq = 15.4iin3 < S = 21•in3 OK Areq = 3.71•in2 < A = 14•in2 OK I feq = 45.31 in4 < I = 99 in4 OK Sreq — 71.97.% Areq — 26.72• % A Ireq = 45.8•% I = 1.0 = 1.15 := 1.0 0 .— """�" 240 (actual A) 0fL = 0.3•in Page B21 5 PER IBC SEC. 12033.1 :NT AREA REQUIRED (SF) /1300X05201 • II 4'-0' 15'-0' 12'-6' �40 2 �2 Sr f2ID S ;, \2 S\ r II-4' 5'-6 1 6'-6' 1 I - .00 PT 1 / ' ,_ ... i L_f J `1- 4z10 TYP,- 4x0 TYP a F2ID Q 0 S a 0 r U 0 _L a 4 1 410 TYP. J• 7 L - L'35 LF35 0 rxi J (2124(10 EN 52 `.R (2) 2XI0 TYP 12'-9' iL a 0 x 1 4113 TYP. i O `, 4z10 TYP. /, Q \4z10 TYP. ABU o6 \`R_" \R_" 1545 CRAWL SPACE IB' Mk CLEARANCE 6 MIL (BLACK) VISA. VAPOR BARRIER 5• W/ MIN. 12' LAP 6 A(3 6 HID m %/////////////////. F30 4' CONCRETE SLAB WITN 6 MIL. VAPOR BARRIER -} OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 1/4',10' TO DOOR F45 L J l I'-6' 4x0 TYP- 1 "r \ 4z10 '111. 6 44 a Sr 4'-5' 1'-N J 0.4 F35 L 4 1 440 TYP. 0 1} I /( 4zY0 TYP, i " --Xx10 T7P % ) R R • 1 3.102 1'-4) x0 TYP 14110 TYP. 0 2 I% ,y I/ L r q✓ VI F35` • 4' GONG. 6).46 35 a 1 6 L 52 IA F35 II' -0' J FOUNDATION / MAIN FLOOR FRAMING PLAN SNEAK IUALL SCHEDULE NOTES c 29'-b. 1'-6' O.H. TYP. `1 I 0 LVL=$ x 4O I \ T - (4) M6 CRIPPLE r FOR HIPIE1EAM SRC,. PRO'{IE 5T6224 1 1 EA. SIDE \/ I LS.9 fLI 3 Pi I_—_ ===f==F==FF iJfI F1 i f f f F1-1 ! I I\I I I I / C5b X T. \ / NAIL O CONT. BL. I \ 1 1 I 1— - JOIST AND BEAM MI \ 1 ,1 i 1 h'/fiSF- 12 PROVIDE BLOCKING AT ALL UNSUPPORTED PANEL EDGES THIS AREA. NAIL 111/ Bd • 10' PC. EDGES AND FIELD NAILIN,'a Q _ -I I ♦ / II Ifr1l 711 _ y _ — _ — _ `1 _ OW_ . I {{ \ —T—11—_—_ _ _ ___ S — v— T — _ _ _....-._.. =—T--r-- J AT9 , LVL 5'4XII'4,FLU5H V \\ II1� Im 1'5 II}�c f ECCQIb SLAP 146 TWI5T STRAP EACH BIDE OF BEAM 3 CCQ➢6 1/ /f/r5/riYfi'.5/ffr5�f/f/AtbbbbfH1/25F-- Ilia '1 / \ 1 m/ \ / II'. / - rli 1q / \ _ - \\\ it � / 0 TOP BEAM A PL IATE 6'4 X � I i VL..151,4 1114 F. 1 \ \ GL24 \ \ rr- \\I USN 120 I I 11 L r EPC66 TTP. - -- v _ bx12 ROUGH SAWN 0 0 EPrp TYP. 11-6' O.H, TYP. NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS H ARCHITECTURAL DRAWINGS. 5 1XQ GL 1 3 11 II 11 ' I I LL 'II O I I I LVL SliiXli it 1r _rT—r1 LS r.JI u MONO-MIZE: •16' OL. O.H.. TYP. �4:12 I n ECCO16 Is I lti ▪ lJ HGU5550/Q 544x11'4 0 11 113.5 TOP OF BEAM AT PLATE EPC66� 6 TYP. b112 ROUGH SAWN UPPER FLOOR FRAMING PLAN 12 646 L -- EPC66 TYP. 1'-6 0.H. ITYP. 1'-6 TYP. 1'-6' O.H. TYP. 0 CC 1'-6'. D.H. TYP. CC CC = 1'-6 0.H YP 9Hr LJ J_LJ LINE OF ROOF BLW. 53 r 1I I Ibzb jh� bKB mil? i 17____r_ _r_ NIP MASTER __JLL_ tiA LVL X 14 O J t =T= K LINE OF ROOF BLW. l'-6I ❑.H.I TYP. 4- I I- 4a -i-i J bz5 II u I 1 1'-6' O.H. TYP. bz5 -�- _I NIP MASTER l J_ rt. J I I I I I 11 11 L + I 1 L ---J L J II II 1 1 1- -Gi- 1 I r Z 1 I ix I I PROVIDE MIN. 22'X30' 7 LJJ ATTIC ACCESS INSULATE O3 AND WEATHER STRIP II 1t - L 1'-6' O.H. TYP. RIDGE LINE C= 4P Q LINE OF ROOF BLW. ROOF FRAM INCH PLAN D.S. LINE OF ROOF BELOW I F-� 3 L JI 3 ti L I1 I --fir n1 — I—T' I 1 1 1 yP I I I 11 I I I 1 I 1'-6 J D I= 6 I5 II O.H. Yp 1 I J- 53 tomINNI O N A) N N kV tit t.P �tP tit lit 0 RETAINING WALL EXISTING POWER POLE 50th AYE 5 N01°48'28"E 120' SAZEI Design Group, LLc l je" 6104 l Locanon: Hit 1 iteitli Qifk rilkwiLA client taA Subject: I 1 W k kf1/1 lPa1L. g'r By 4 1 " ck Sheet No., ?-1 Job No.: e 117 pals ai£S taxi-- /4-5 d I o.c, $ 37 A PSJ et-8 = (or7, Dv 2 AS5vt sat- t3 7 ►k5 Z, 00(.3 t 45 e. d.e•fltx.e sto i2 0• feR2Ii,SG s._ [11 ¶ .i'VcreAl ✓ems • Bi-i . REVIEWED FOR CO COMPLIANCE APPROVED Qv 2 20( -Ce 1-0 i 4f - ('10-1 C„ (4> 4 4,,j;` R)v aL F - 4A / Se w/`/ .00op City of Tiskwila . ILDING DIVISION -U11-(I-U 0000 zzzz PPP? 39'-4" EXISTING yq N POWER POLE r 0 0 m b W A I 50th /EVE B.S.BL. 29'-9" Nm1d.48'28"E 120' 769"9.0 @l 79'9'9 .0-, S Iozi Z,917.tos 31od N3mod �7NI1SIX3 11brn VNINI'v'13N .4 co F- zzzz 0000 GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 I Fife, WA 98424 ( 253.896.1011 I www.georesources.rocks DAILY FIELD REPORT PROJECT NO.: REPORT DATE: REPORT NO.: GR FIELD REP.: PERMIT NO.: TukwilaEdgeHomes.50thAveSo Wednesday, January 25, 2017 01 DCB PROJECT NAME/LOCATION TUKWILA EDGE HOMES 11111 50TH AVENUE SOUTH, TUKWILA, WASHINGTON REPORT SUBMITTED TO: Contractor Name and Contact: WEATHER & TEMP. j Overcast, 40's Client cc Tukwila Edge Homes General: Arco Construction— Kam (206) 420-9100 Kam Singh Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Watterson Excavating From 1000 To From To From To 1100 TASK FIELD NOTES Bearing Capacity Evaluation A GeoResources representative arrived onsite at 10 AM per the request of Mr. Kam Singh with Arco construction to evaluate the bearing capacity of the foundation subgrade soils. At the time of our arrival the foundation subgrade had been excavated and forms and rebar placed. The foundation subgrade soils appeared to have been cut into native tan sand with minor gravel that appeared to be in a medium dense to dense condition. We probed the exposed subgrade along the perimeter and interior walls and the pier pads at random locations with a %-inch steel probe rod. We generally observed less than 5 inches of penetration, indicating a medium dense condition. We did observe two locations where soft soils were encountered. This was in the NW corner of the perimeter footing and in the SE corner of the perimeter footing. The NW corner appeared to have about 12 inches of loose soils over dense sand. The SE corner appeared to have about 4-8 inches of loose and saturated soils over dense sand and gravel. The approximate areas of soft soils are indicated on page 2. All areas of loose soils, including those indicated above, should be removed and replaced with a suitable structural backfill. This could consist of structural fill like crushed rock or quarry spalls, or additional concrete could be poured. If there will be a substantial lapse of time between overexcavating the footings and pouring concrete, a rat slab could be used to protect the subgrade. We did not perform any subsurface explorations in the preparation of this report and our opinions and recommendations are based on our surficial probing, visual observations and experienRErtEIVED Provided the recommendations above are followed, it is our opinion that the siakTaMe(slt fsTld I vipop support an allowable load of 1,500 psf in their current condition. JAN 2 5 2017 PERMIT CENTER LIMITATIONS: The GeoResources field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the GeoResources field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. GeoResources does not have the authority to direct the contractor's work. Any information provided by the GeoResources field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. D1Q'Q2O) REVIEW BY (PM initial/date) WRITTEN BY (initial/date) %/25/I7 Page 1 of 2 GEORESOURCES earth science & geotechnical engineering S007 Pacific Hwy E., Suite 16 I Fife, WA 98424 1253.896.1011 I www.georesources.rocks DAILY FIELD REPORT PROJECT NO.: REPORT DATE: REPORT NO.: GR FIELD REP.: PERMIT NO.: TukwilaEdgeHomes.50thAveSo Wednesday, January 25, 2017 01 DCB PROJECT NAME/LOCATION TUKWILA EDGE HOMES 11111 50TH AVENUE SOUTH, TUKWILA, WASHINGTON -Lae3d0 e` H1r106 mi 371 3d1d). •. '31Aa38.• FOUNDATION PLAN r1101d''J3A t0143N1 'd^old ,OLx,Lx.L u , m,zb— es"'— ti I 111Vd 601d .GL Approximate Areas to be TJ3rt135 iLll M.ZbitrcP.8N 9 —9 '79'809 .p ,01 d3AOW3d 39 01 33l11 C10011140J100 041191X3 1119 I — Overexcavated 1 to LD arc: ti N0ire ` 1d IL LIMITATIONS: The GeoResources field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the GeoResources field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. GeoResources does not have the authority to direct the contractor's work. Any information provided by the GeoResources field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. RE W BY (PM initial/date) I f �5/(7 WRITTEN BY (initial/date) Page 2of2 City of Tukwila Department of Community Development 3/1/2018 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Permit No. D16-0268 SINGH RESIDENCE 11111 SOAVES 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 4/22/2018. 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 4/22/2018, 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, Bill Rambo Permit Technician File No: D16-0268 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ' 1 City of Tukwila Department of Community Development September 29, 2017 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Correction Letter # 1 to Revision # 1 COMBOSFR Permit Application Number D16-0268 SINGH RESIDENCE - 11111 50 AVE S Dear KAM SINGH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (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. Revision note summary only indicated "Revised plan with corrections". Please provide a precise list of those corrections and clearly cloud or mark on the plans exactly where those corrections can be found. Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE - R DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • It has come to light that the existing fire hydrant on the corner of S 112th St and 50th Ave S is not vehicular accessible to provide adequate coverage for this house. Obtain a City of Tukwila Public Works permit and install a fire hydrant to be located within 250 ft. of the house measured via vehicular travel. • Note: This permit plan review may not be complete as revised plans may require further corrections. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PW - R DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.gov 1. Revision #1 - Verify with a Geotechnical Engineer that a drain at the bottom of the retaining wall is not required. If a drain is required provide a revised drawing showing & labeling the drain and its' discharge area. If a drain is required, then a Public Works fee will apply. 2. Revision #1 - Site plan under D16-0268 revision #1 does not match retaining wall site plan under D17-0249. Provide a current site plan sheet for D16-0268 revision #1. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0268 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 f � r City of Tukwila Department of Community Development September 29, 2017 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Correction Letter # 1 to Revision # 1 COMBOSFR Permit Application Number D16-0268 SINGH RESIDENCE - 11111 50 AVE S Dear KAM SINGH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (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. Revision note summary only indicated "Revised plan with corrections". Please provide a precise list of those corrections and clearly cloud or mark on the plans exactly where those corrections can be found. °'" FIRE - R DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding ts. �• It has come to light that the existing fire hydrant on the corner of S 112th St and 50th Ave S is not vehicular r?"-- \\'', accessible to provide adequate coverage for this house. Note: Contingent on response to these corrections, further plan review may request f additional corrections. ibt c RECEIVE® • Note: This permit plan review may not be complete as revised plans may require further corr�i�5'i3� ®� C �cz�IQ,.A Obtain a City of Tukwila Public Works permit and install a fire hydrant to be located within 250 ft. of the house measured via vehicular travel. ,ORRECTION i.. TR#, . �-o OCT 16 2018 PERET CEMTER 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 '1 .•2- G V n d \DL PW - R DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.gov 1. Revision #1 - Verify with a Geotechnical Engineer that a drain at the bottom of the retaining wall is not required. If a drain is required provide a revised drawing showing & labeling the drain and its' discharge area. If a drain is required, then a Public Works fee will apply. 2. Revision #1 - Site plan under D16-0268 revision #1 does not match retaining wall site plan under D17-0249. Provide a current site plan sheet for D16-0268 revision #1. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0268 i1` , 07 0, Abe .,r a 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 i City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 23, 2019 Kam Singh 10225 SE 224th St Kent, WA 98031 RE: Request for Extension #2 Permit Number D16-0268 Dear Mr. Singh, This letter is in response to your written request for an extension to Permit D16-0268. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through December 17, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D16-0268 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila 05/13/19 Department of Community Development RE: Extension for Permit Permit Application No. D16-0268 Singh Residence 4911 S 111st I Received a letter from department of community Development Regards Permit application expiration. I am Requesting for extension of Permit Application No. D16-0268. Due because we are waiting for correction from engineer.. Please extend my Permit date, I will be really appreciating. Please call me or email me if you have any question. Sincerely, Kam s i n g h RECERE® Ph: 206-420-9100 Email: arcokam@hotmail.com MAY 20 2019 PERET CEMTER Request for Extensio, # Z. Current Expiration Date: l0 —17 —( `I Extension Request: Approved for L days J Denied (provide explanation) Signature nitials 1-' City of Tukwila Department of Community Development 5/2/2019 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Permit No. D16-0268 SINGH RESIDENCE 4911 S 111 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/17/2019. 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 6/17/2019, 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. Sin erely, gi CIAAkej Kandace Nichols Permit Technician File No: D16-0268 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 URBAN Tukwila City Hall Department of Community Development 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Correction Letter #1 COMBOSFR Permit Applicati SINGH RESIDENCE —11111 Dear Plan Reviewer, DESIGN GROUP n Number D16-0268 Dth Ave. S. The following list of revisions is a response tg your review letter. Building Department: Comment# 1 Comment # 2 Comment # 3 November 22, 2016 Footing drain is indicated on the site plan, drains into dispersion trench. Safety glazing indicated at the stairway and second floor bathroom. Roof pitch has been increased to 5:12 pitch on architectural elevations and structural roof plan. Comment# 4 Smoke detector added in the guest suite and smoke/CO detector outside of the guest suite. Comment# 5 2012 Code references have been removed (Sheet-A1). Planning Department: Comment# 1 Comment# 2 Comment# 3 Comment# 4 CORRECITION LTR# Lot is 14,040 sq. ft. 10% of lot is 1,404 sq. ft. durable uniform surface allowed. Driveway/wal Cway have been reduced to 1,365 sq. ft. Front door has been allowed to be oriented as indicated on the site plan, (westward). Roof pitch has been increased to 5:12 pitch on architectural elevations and structural roof plan. Per property owner. RECEIVED CITY OF YflDttlRliLA ou g NOV 23 2016 879 RAINIER AVE N., SJITE A200 RENTON, WASHINGTON 98057 PERMS7CadTaR PHONE: 206.838.8250 e Comment#5 Comment#6 Comment#7 PW Department: Comment# 1 Comment# 2 Comment#3 URBAN . ESIGN GROUP Topography have been . dded to the site plan. Building height is pro . ed on elevation sheet of the construction plan. Noted, per property o er. Per Property Owner Per Property Owner Per Property Owner Comment# 4.1. 20 foot driveway indicated on the site plan. 4.2 Utility lines and notes lave been added in regards to water service, meter, sanitary side sewer. 4.3 Diagonal berm with dispersion trench per figure C.2.4.D in K.C. Surface Water Design Manual. 4.4 Existing power pole anal proposed underground power line location is indicated on the site plan. 4.5 Drainage flow arrows are indicated on the site plan. 4.6 Finish floor elevations are indicated on the site plan and elevation sheet of construction set of dravyiings. 4.7 Fire -hydrant is indicated (NE of property line) along with existing power pole. 4.8 1" water meter with 1" .water service indicated on the site plan. 4.9 Locations of other utilities will be determined on site. Commnet#5 Existing Cottonwood tree is indicated on the plan. Comment#6 Noted, per property owner and general contractor. Sincerely, r Pavel Melnik Principal i nacalvao MST OF TU (W LA NOV 2 3 2016 879 RAINIER AVE N., SJITE A200 RENTON, WASHINGTON 98057 PHONE: 206.838.8250 City of Tukwila Department of Community Development October 24, 2016 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Correction Letter # 1 COMBOSFR Permit Application Number D16-0268 SINGH RESIDENCE - 11111 50 AVE S Dear KAM SINGH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (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 the 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. Show safety glazing at the stairway and second floor bathroom by the laundry if the bottom of the glazed surface is within 60" of the standing space of the tub. 3. Revise the roof pitch to be a minimum 5/12 pitch per Tukwila Municipal Code 18.50.050. 4. Show a smoke detector in the guest suite and smoke/CO detector outside the guest suite. Note: This permit plan review may not be complete as revised plans may require further corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • The following design and development standards set forth in the Tukwila Municipal Code must be adhered to for the project: 1. The current proposed driveway/sidewalk is too large at 1,888 sq. ft. "Approved durable uniform surfaces outside of structures on -site may cover a maximum of 1,200 square feet or 10% of the lot surface, whichever is greater. No more than 50% of the front yard or 800 square feet, whichever is smaller, may be approved durable uniform surface. (TMC 8.25.020)" 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 2. The front door must be oriented towards the street. "All new single-family dwellings, including accessory structures that require a building permit, must have the front door facing the front or second front yard, if the lot is at least 40 feet wide. (TMC 18.50.050)" 3. The roof must have a minimum pitch of 5:12 (TMC 18.50.050). 4. A site application design and installation permit from King County is required when a new septic system is constructed. Construction must not begin until the installation permit is posted on the site/property. 5. Topography and grading details must be provided for the site. Current site plans do not contain information regarding topography and/or grading for the site. 6. Building height must be provided as calculated by the method in the Washington State Building Code. 7. No person shall conduct any clearing of vegetation without first obtaining a Tree Clearing Permit on a form approved by the Director; unless specifically exempted under Chapter 18.54. See TMC 18.54.080 for required permit application materials. • Note: This permit plan review may not be complete as revised plans may require further corrections. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. Provide a completed Traffic Concurrency Certificate Application for this Building permit prior to Building permit issuance. Test Fee based on one single family residence is $300.00. (see enclosed application) 2. A Transportation Impact Fee applies to this permit. Transportation Impact Fee based on one single family residence in Zone 4 is $782.84; due at issuance of this Building Permit. 3. Provide a completed Residential Sewer Use Certification for this Building permit - see enclosed. 4. Revise site plan to include (1) show and label new 20 foot wide driveway within S. 111 th Street (2) show location of utilities (including water meter box and water service line & sanitary side sewer) within 50th Ave. South & S. 111 th Street — see plan sheets enclosed (3) proposed drainage system for on -site driveway (4) undergrounding of power from existing power pole to house (5) drainage flow arrows across new driveway (6) F.F. elevation and site spot elevations (7) show and label existing Fire Hydrant and existing Power Pole. (8) new 1" water meter with 1" water service line showing connection to new house (9) show & label on plan sheet any proposed power and other utilities (gas, cable, telephone, etc.) as applicable. 5. Show and label any existing trees to remain (or) be removed, both on -site & within S. 111th Street. 6. Water and sanitary sewer work shall be completed under Public Works permit no. PW14-0177. (See Civil plan sheets 1 & 2 of 2 enclosed for reference.) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, `P,OA4 Rachelle Ripley Permit Technician File No. D16-0268 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 r '1 r' PROJECT NAME: % � giliAkne& PERMIT NO: j f �"V249 SITE ADDRESS: Mil (1 • III"( Sfi ORIGINAL ISSUE DATE: Isp-glI{Q REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 4 tti r 15 � Aca Summary of Revisio : aAar6 M(6'1.11 jJY%C Received by: REVISION N�O. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 17- � eve �v Summary of Revision: beef BI1-r kayo SLO t,t) 1 r, ov S I k cis-4/ -P,y -i4 •P l Mio (0 tie m S _ Received by: 1-'1'viev\ �' I /Nl �" il " I ` (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBNIITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: k 2- ' E - \ Plan Check/Permit Number: \C0 2 G '6 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # --' Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: Summary of Revision: srmq ► \ c"l S rr Phone Number: ?G ,6 (-/2a f (O P Cs lc\ RECEIVED CITY OF TUKWILA DEC 18. 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including d e o revisio Received at the City of Tukwila Permit Center by: [SI----Entered in TRAKiT on 1 e ( 6 W: \Permit Center \Templates\Forms\Revision Submittal Formdoc Revised August 2015 Date: \o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SVBIVIITTAL RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. t t ❑ Response to Incomplete Letter # _Response to Correction Letter # I TO R''ecJ I %� Revision # 1 after Permit is Issued \ \ \V\ NAY E S 6 ❑ Revision requested by a City Building Inspector or Plans Examiner (`A ❑ Deferred Submittal # \ \ "\ Project Name: . l .5liN 6( ('I S t ^51 Project Address: \\\. \ \ '‘Ato SO Contact Person: ‹{A W\ J� 1 v" 'k Phone Number: Plan Check/Permit Number: c- \> cCD ' 6 - G 0 ' -J cA� .e� SI r ?ytkP--k-<. tA ci(oo Summary of Revision: ar.6,1 -e j��, S e �r e C 4 A o j 11\ \\ � .A-ve Q N A Q e �� WG (I ecl Gi Ya tA_Q_ of , of 14 prGV Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �C/(„((o Entered in TRAKiT on W:\Perma Center\Templates\Forms \Revision Submittal Farmdoc Revised: August 2015 t rye vis td side /14t& (, ,4/t' om� vi f ill/ re jL t4/ l/ (w/-wJ) k.) totS c leS1 5a:14 (Aer(4...ft, City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. °\\Date: 1 " 1 Plan Check/Permit Number: \ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er' Revision # ) after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Y'1 S (/((Q fl Project Address: Contact Person: If — \\\\\ S o ± t'4-Y'E Summary of Revision: Sc� Phone Number: 7Cg �d �o `i a o q ra o RECEIVED CITY OF TUKWILA SEP 1 't 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on revisio W:'Permit Center\Templates\Forms\Revision Submittal Form doe Revised: August 2015 ❑ Revision # ❑ Revision requested by a City Building Inspector or Plans Examiner Date: 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 14'/ Plan Check/Permit Number: D 16-0268 Response to Incomplete Letter # Response to Correction Letter # 1 after Permit is Issued Deferred Submittal # Project Name: SINGH RESIDENCE Project Address: Mil 1 50TH AVE S Contact Person: KAM SINGH Summary of Rlvision: 616ID T '1I Tv____›�c PL- DfAIL? Utf LCt1� ®To WW1 ftt[671T Sheet Number(s): 7kZ {Z f ' Phone Number: RECEIVED CITY OF TUKWiLA NOV 2 3 2016 "Cloud" or highlight all areas of revision include g date revision PERMIT CENTER Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center\Applications-Handouts\Templates\Forms\Word Documents\Revision Submittal Form.doc Revised: August 2015 PERMIT COORD COPY \J PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0268 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 4911 S 111 ST Original Plan Submittal Response to Correction Letter # DATE: 12/18/18 Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: Building Division ublic Wor s lit —I b 1:k\ N/A - Fire Prevention Structural n G ite Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 12/20/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 01/17/19 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire D Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COOED COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0268 DATE: 10/16/18 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 4911 S 111 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENTS: PrJAl7 IDkv Building Division tM� COI l' Public Works At4 A-Wc 10-301 1111 Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Planning Division Permit Coordinator DATE: 10/18/18 n 11 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/15/18 Approved Corrections Required n (corrections entered in Reviews) Approved with Conditions n Denied (ie: Zoning Issues) n Notation: C04.f 4--(av 6 1' of 60e1 7 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 f PERMIT COORD COPY' 7 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0268 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 11111 50TH AVE S DATE: 09/18/17 Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: �� ,V / I 1 .\Buildin: P ivision btel Public Works E. �- Cow IL - -( $ A'? q-A-( 7 Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 09/19/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 10/17/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: q-A-1 7 Bldg' Fire Ping ❑ PW1 Staff Initials: 12/18/2013 r PERMIT COORD COPY ' J PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0268 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 11111 50 AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 11/23/16 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Litt c I s�� Building Division EN 4(91)u/ac Works Fire Prevention Structural n Planning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/24/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 12/22/16 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0268 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 11111 50 AVE S X Original Plan Submittal Response to Correction Letter # DATE: 09/30/16 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: urig-t(0 Building Division a 'AK citns Public Works 4V\ , L 10i104 0 1AB, C©LO g- ,(0 "(0 Fire Prevention Planning Division Structural Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/04/16 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: DUE DATE: 11/01/16 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only 1D�� CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire D Ping PW Staff Initials: iga- 12/18/2013 f-1 CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ss. [please print name] , states as follows: PERMIT NO: 1)1(0 .--O)_ID (% 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number I( , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Owner/Owner's Agent* Signed and sworn to before me this day_ of 7.ceii r ,20 /c. NOTARY PUBLIC in and for the State of Washington Residing at Name as commissioned: My commission expires: , ,C,,��ounty C) lir 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alt eration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 711. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 'a3. An owner* who performs maintenance, repair, and lteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. GENERAL NOTES INTERNATIONAL RESIDENTIAL CODE 2015 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISTICTION TO BE FOLLOWED. 2015 INTERNATIONAL RESIDENTIAL CODE 2015 WASHINGTON STATE ENERGY CODE CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION 4 PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED 45 IF DRAWN IN FULL CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE MIX AND 23 DAY STRENGTH OF CONCRETE - BASEMENT WALLS 4 FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED 2,500 P51 TO WEATHER: 4 BASEMENT INTERIOR SLABS ON GRADE SLABS 2,500 P51 EXCEPT GARAGE DOOR SLABS BASEMENT WALLS 4 FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED3,000 P51 TO THE WEATHER: - PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO WEATHER, 4 GARAGE 3,000 P51 FLOOR SLABS: GARAGE FLOORS TO SLOPE 1/3'/FT. MIN. TOWARDS OPENING A5 REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE TO BE 5-AIR ENTRAINED CONCRETE SIDEWALKS TO HAVE 3/4' IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCRETE COVER OF RE INFORCING 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 IQ' CONCRETE EXPOSED TO EARTH OR WEATHER I I/2' BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER 3/4' SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER LAP COLUMN VERTICALS. CLASS 'A' CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. CARPENTRY. GENERAL ALL FRAMING TO COMPLY WITH ENGINEERING 5-SHEETS FOR NAIL SIZES AND SPACING. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 1E3" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETANDANT-TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL. REFERENCE SHEET-SI FOR SPECIES AND GRADE (BASE DESIGN VALUES) BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3"X3"X.229" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10'-0" FOR ROOF JOISTS. TTPICAL SILL BOLTS TO BE 5/8" DIAMETER AT 6'-0" O.G. MINIMUM 1" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" COX T4G. UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. WOOD TRUSSES ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS 50 A5 TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. SEE SHEET-SI FOR DESIGN CRITERIA INSULATION AND MOISTURE PROTECTION GENERAL INSULATION BAFFLES TO MAINTAIN I" ABOVE BATT INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS. • R-10 RIGID FOAM INSULATION ON 4X EEDERS AT EXTERIOR WALLS. INFILTRATION CONTROL 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLSHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: L AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF- FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN I-I/5' OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIALS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. - ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEACKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE -RATED AND MUST MEET THE ABOVE REQUIREMENT. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE. - Recessed Lighting Fixtures: When Installed In the building envelope, recessed lighting flxturee shall be Type IC rated and certified to have no more than 2.0 cFm air movement from the conditioned apace to the telling cavity. The lighting Fixture shall be tested at 15 Pascale or 1.51 I13n/ft2 pressure difference and have a label attached, showing compliance with this test method. Recessed lighting flxturee shall be Installed with a geaket or caulk between the Fixture and telling to prevent air leakage. vAPOR BARRIERS/ GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FROMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WAR`) SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 146 INCH. A GROUND COVER OF 6 MIL (0.006".BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WINDOWS, DOORS, HVAC, 4 ELECT. EQUIP. GLAZING MAXIMUM: ALL CLIMATE ZONES: GLAZING 'U' VALUE: VERTICAL (MAX): 30 OVERHEAD (MAX): 50 DOOR 'U' VALUE (MAX): .20 (DOORS W/ MORE THAN 50 CONSIDERED A WINDOW) HVAC PERFORMANCE: 'MED' OR AFUE • .95 RECESSED LIGHT FIXTURES: IC RATED DOORS, W134000S AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE MAX 3" STEP TO MIN. 36" PEEP LANDING. . BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 05 GRIPER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY ASTM STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 05 CFM INFILTRATION PER SQUIARE FOOT OF DOOR AREA. SAFETY GLAZING SHALL BE LOCATED WITHIN I. INGRESS AND EGRESS DOORS 2. SLIDING GLASS DOORS, SWINGING GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURE'S 4GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION* BOTTOM EDGE 15 LESS THAN 60" ABOVE THE WALKING SURFACE GLAZING GREATER THAN 9 SP. LESS THAN 13"ABOVE FINISHED FLOOR Window sine: 6122, 24' minimum 0111 height exceptions allow For opening limiting device For 4' diameter sphere and window fall prevention device that compiles with 6123. STRUCTURAL NOTES I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. 3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUGTUES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIANTING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF ENGINEER 5. ALL DETAILS DESIGNATED A5 STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 6. GOORDIATE WITH MECHANICAL, PLUMBING, AND ELECTICAL REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK- ,. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMINT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAT OR LATERALLY BRACED. PRESCR PT VE ENERG ( CODE Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based an the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant Authorized Representative Date ':,AN-ClimdteZbnes, R-Value" U-Facto/' Fenestration U-Factor° n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC"^ n,a Na Ceiling' 49' 0.026 Wood Frame Wail.'" 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 30° 0.029 Below Grade Walle' Slab° R-Value & Depth 10/15/21 Int+TB 10,2ft 0.042 Na Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R408.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit 1.5 credits ❑ 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. 1 12. 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. 03. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions less than 500 square feet .5 credits Table R406.2 Summary Option Description Efficient Building Envelope is la Cre0.5ditts) lb Efferent Building Envelope lb 1.0 is 1d Efficient Building Envelope lc Efficient Building Envelope 1d 2.0 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 5 3a High Efficiency HVAC 32 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1,5 High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 Sb Efficient Water Heating 5b 1.0 5c Efficient Water Heating 50 1.5 Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits 'please refer to Table R406.2 for complete option descriptions 0 •1200 kwh 0.5 1.0 0.5 1.5 0.0 3.50 S-IEET INDEX SHEET " ARCHITECTURAL PLANS AI GENERAL NOTES 4 PLAN PREVIEW A2 MAIN FLOOR PLAN A3 UPPER FLOOR PLAN A4 ELEVATIONS 44.1 3D RENDERING AS BUILDING CROSS-SECTION M. DETAILS 4 VENTILATION SCHEDULE STRUCTURAL ENGINEERING PLANS 51 STRUCTURAL NOTES 52 FOUNDATION DETAILS 53 FRAMING DETAILS 54 FOUNDATION 4 MAIN FLOOR FRAMING PLAN S5 UPPER FLOOR FRAMING PLAN S6 ROOF FRAMING PLAN LE fi REuIE RECEIVED CITY OF TUKWILA SEP 1/1 2017 PERMIT CENTER VISION NO.L 0 CO CO 5 n 0- m rs T'rfFICAL FLOOR NOTES: I. INSTALL SMOKE DETECTORS IN ALL, SLEEPING ROOMS A(NID AT AREAS ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES GREATER THAN 24. SMOKE DETECTORS TO BE HARD -WIRED AND INTERCONNECTED, WITH BATTERY BACK-UP PER CODE. 2. INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS. 3. ALL INTERIOR WALLS TO BE 24 m 16O.C. (IJN.0.) 4. ALL EXTERIOR WALLS TO BE 2x6 m 16' 0.C. (UN.) 5. MAIN FLOOR HEADERS PER STRUCTURAL m EV-0' AFF. (UND.) 6. WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 1. DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS 6. PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS. 9. PROVIDE SOLID BLOCKING OVER SUPPORTS. 10 WHEN THERE 15 USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED 50 THAT THE AREA OF CONCEALED SPACE DOES NOT EXCEED 1000 SF. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF h' GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS PER CODE. II. PROVIDE FIREBLOCKING TO CUT OFF ALL. CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STOIRES, AND BETWEEN 4 TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2' NOMINAL. LUMBER OR OTHER APPROVED MATERIAL. 12. ASPHALT -SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING NOT LESS THAN 14 POUNDS F'ER 100 SQUARE FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6 INCHES WHERE JOINTS OCCUR PER CODE. 13. APPROVED CORROSION-RES1STIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL. ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: -THE TOP OF ALL EXTERIOR WINDOW 4 DOOR OPENINGS -INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO -UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS -CONTINUOUSLY ABOVE ALL PROJECTING LLOOD TRIM -1111-1ERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL -AT WALL. AND ROOF OR SOFFIT INTERSECTIONS -AT BUILT-IN GUTTERS 14. EXTERIOR LOCATIONS FOR ENvIRONMENTAL AIR DUCT EXHAUST 4 INTAKE OPENINGS TO BE A MINIMUM OF 3'-0' FROM PROPERTY LINE MINIMUM 3.0' FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/ BACK -DRAFT DAMPERS. 15. AIR EXHAUST 4 INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR GRILLS W/ 1/4' MINIMUM 4 In' MAX OPENINGS IN ANY DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS PER IRC 453035. 16. DUCTS FOR KITCHEN RANGES SHALL BE OF METAL. AND BE EQUIPPED W/ SACK -DRAFT DAMPERS PER CODE, 11. ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEX AS REQUIRED BY SECTION R302.9.1 4 R302.92. 18. UNDER FLOOR CLESNOUT Not MORE THAN 20' FROM ACCESS DoOR WITH AN UNOBSTRUCTED 30' WIDE x 18' HIGH RATH PATHWAY. CLEANOUTS ARE ACCESSIBLE. 12' CLEARANCE REQUIRED AT LINES LESS THAN OR FOAL TO 2., IS. CLEARANCE AT LINES GREATER THAN 2.. (UpC 1019) 19. GLAZING IN ALL FixED AND opERABLE PANELS oF SWINGING, SLIMING AND 191FOLP 0001R5 SHALL 5E CONSIDERED A HAZARDOUS LODATION, R3054.1. SAFETY GLAZING. GARAGE NOTES: 1. GARAGES SHALL 5E SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 5/EL TYPE X G3JI5 APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % TYPE X GYPSUM BOARD OR EOUIvALENT. 2. _OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED LUITH SOLID WOOD DOORS NOT LESS THAN I 3/8' IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I 3/6' THICK, OR 20-MINUTE FIRE -RATED DOORS. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE. IRC R309.1.1 4. IN SIESMIC ZONES 3 4 4, WATER HEATERS SHALL BE ANCHORED TO RESIST HORZ. DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE m POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD PER UPC SEC. 5105 5. PROVIDE OUTDOOR COMBUSTION AIR FOR WATER HEATER 6, GARAGE FLOOR SURFACES SHALL 15E OF APPROVED NONCOMBUSTIBLE MATERIAL AND THE AREA USED FOR THE PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORUJAY. CAfISON MONOXIDE ALARM PER IRC R3I5.1 AND UJAC 51-50-0901 FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES, SINGLE STATION CARBON MONOXIDE ALARMS SHALL 5E LISTED 45 COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE UJITH THIS CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SMOKE DETECTORS A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH FLOOR_ AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24. SMOKE DETECTORS TO BE 110v HARDUJIRED, INTERCONNECTED, WITH BATTERY BACKUP PER IRC P-313 ROUGH SAWN POSTS l'-4' LINE OF FLOOR ABOVE • 10'-0' CLG. GUEST STE 14-0' X 13I-8' ATI-I. 2 COAT HANGERS h GARAGE DooR COUNTER PANTRY 3'-1' vl SERA 445043 69' 2X CciyKIN O12 -6 X 10 SAFETY GLA55 ATING BAR PREP, ISLAND 141KIT. 0 ' C11.4GE N 11-6' X 12'-6'• E oNE Hoigi •FIRE TION FOR LIVING ADJACENT 4 ABOVE B/w OLID CORE WOO OR 20 MIN. FIRE 4TE0 MTL SELF CLOSER NOTE: WRAF. ALL WAL_LS, posTSBEAms, UCE1LING W/ 5/8' , LINE OF WALL ABOVE . , . . , • . . • •. ,. . , . . . GLAZING IN ALL FIXED ANO t OPE4 BLE PANELS OF SWINGING, .SLIDI G AND 151FOLD DOORS -4'.. 51-IAL BE CONSIDERED A - HAZARDOUS LOCATION, 45308,4,1. 11 SAFE Y GLAZING. LIGHTWEIGH STONE NEER, al 2'-0' 2' , , , .. • Tv CD CD' CD C) 10'-0' CG. FAMIL'r 15-6' X 14 -10' PROVIDE MIN. is. x 24' CRAWL SPACE ACCESS INSULATE AND (LEATHER STRIP 10'-0' CLG. FO'rER 648' X 12'-0' 4' CONC. 2 5045051- ' X 6'-6' .4(1, ' -4' MAIN FLOOR FLAN SCALE: 1/4' UARDRAI 14'-0' X 16.0" CLG. 10-0' X 10'-4" IN OF WALL ABOVE EP CASE. 4'6' LIGHTWEIGHT 4TONE VENEER, TYP CONC. WALL CD 0 0 NOTE: (-Jr REFER TO STRUCTURAL SHEETS FOR SHEAR WA14,c, SCHEDULE AND ENGINEERING PLAN WHICH CONT1A% REFERENCE& AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLarr4RMIT AREA SUMMAR'r MAIN FLOOR: UPPER FLOOR: 1,581 sr. 2039 sr. TOTAL: GARAGE: OUTDOOR RIM: ENTRY PORCH: 3,620 615 125 65 NOTE: CONTRACTOR TO VERIFY" ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR RECEIVED UKWI 1 4 2017 CENT 03 CO 0) 5 1.6 z 310 gV 40 rrt 0 ER 0 a en Project # 16168 Sheet A2 1. INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS ADJACENT TO SLEEPING ROOMS, ANP AT CEILING HEIGHT CHANGES GREATER THAN 24. SMOKE DETECTORS TO BE HARD -WIRED AND INTERCONNECTED, WITH BATTERY BACK-UP PER CODE. 2. INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS. 3. ALL INTERIOR WALLS TO BE 2x4 16O.G. (UN.O.) 4. ALL EXTERIOR WALLS TO BE 24,6 6 16' O.C. (UN.0.4 5. UPPER FLOOR HEADERS PER STRUCTURAL 6 040' AFF. (UN.0.) 6. WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 1. DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS S. PROVIDE FIRESLOCKING AT ALL PLUMBING OPENINGS. 9. PROVIDE SOLID BLOCKING OVER SUPPORTS. 10 LUNEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF 4 FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED 50 THAT THE AREA OF CONGEALED SF'ACE DOES NOT EXCEED 1000 SF. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF V GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS PER CODE. II. PROVIDE F1REBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2' NOMINAL LUMBER OR OTHER APPROVED MATERIAL. 12. ASPHALT -SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6 INCHES WHERE JOINTS OCCUR PER CODE. 13. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL. ENVELOPE IN 54CH 4 MANNER AS TO PREVENT ENTRY OF UJATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL. SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: -THE TOP OF ALL EXTERIOR WINDOW 1 DOOR OPENINGS -INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO -UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS -CONTINUOUSLY ABOVE ALL PROJECTING (LOOP TRIM -UJHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL -AT WALL AND ROOF OR SOFFIT INTERSECTIONS -AT BUILT-IN GUTTERS 14. EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST 4 INTAKE OPENINGS TO BE A MINIMUM OF 3.-0 FROM PROPERTY LINE 4 MINIMUM 3'-0' FROM BUILDING OPENINGS. EQUIF ALL DUCTS W/ BACK -DRAFT DAMPERS. 15. AIR EXHAUST 4 INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR GRILLS W/ 1/4' MINIMUM 4 la. MAX OF'ENINGS IN ANY DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS PER IRC R303.5. 16. DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED W/ SACK -DRAFT DAMPERS PER CODE. 11. ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEX AS REQUIRED BY SECTION R3025.1 4 R302.92. 15. UNDERFLOOR CLEANOUT NOT MORE THAN 20' FROM ACCESS DooR WITH AN UNOBSTRUCTED 30' WIDE X 15' HIGH PATH PATHWAY. CLEANOUTS ARE ACCESSIBLE. 12' CLEARANCE REQUIRED AT LINES LESS THAN OR EQUAL TO 2, 143' CLEARANCE AT LINES GREATER THAN 2. (UPC 101.9) 15. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING AND BIFOLD DOORS SHALL 5E CONSIDERED A HAZARDOUS LOCATION, 4308.4.1 SAFETY GLAZING. CARBON MONOXIDE ALARM PER IRC 4315.1 AND WAG 51-50-0901 FOR NEW CONSTRUCTION, AN APPROVED CARSON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. SINGLE STATION CARBON MONOXIDE ALAR15 SHALL. BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SMOKE DETECTORS A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH FLOOR AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24, SMOKE DETECTORS TO BE II0v HARDWIRED, INTERCONNECTED, WITH BATTERY BACKUP PER IRC 4313 51'-0' 4C0' 4 9-0' CLG. 1E3EIDIRI- 14'-0' X 14-0 lc 6' 414 in W.I.C. 5I-6' R 4 5. 4 a_ R 5I-6' 5'-4' 6'-2' 3"2"S TUB/SHOWER 36x60' 4 3 11 BATH. 3 115144Z.0 HALL 0 liOsiV. 12'-2' ,4UND. rg$ 13-3' • EgO' 0144. 5-0' X 14'-2' 3 16I-1 UJHOLE HOUSE FAN W/ ALTO TIMER 4 MAN AL OVERRIDE • 9I-0' CLG. MST R STE. 15,-10.x 14-43' 115°170 4- HALL • Alf in OPT. M. IBAT A 1105 5'-4' L. eg. pRoviog MIN. 22i30' ATTIC ACCESS I UL AND WE THER S IP 6 4'-4' 441 10 C. 5E. 4.4 10 00 _4 0 4.1 ircj.4.1 36x60' SOAKING TUB SHOWER 42 X 12 V BENCH R4,45444. ,4,44 ee, 104' CASE. 3"5"710. 0050.245 GLASS INE OF WALL BLW. LINE OF ROOF BLW. uJALL ELW. OOF BLW. 5'-l' '-10 '-0' 3'-0' '-0' 5'-0' 50. 0 • 9I-0' CLG. 154I-6' X 9I-10' « 3-0' + 9' 0' CLCO 51TflNG 445+ 1'-' X 6'-4' 5'-B' '-0' 6 NOTE: GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbe. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 2X 12DthECKZ 12 -0 X 12-0 ' H. 634404413 ;s1 '-0' 5V-0' ..!7,41='EIR FLOOR FLAN 0 0 0 10 z 10 re, NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK F'ERFORMED BY THE CONTRACTOR NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PE4T4I24Lj.si TO EACH SHEAR WALL INDICATED IN THIS IF ni F Td e AREA SUMMARY" PERMIT G MAIN FLOOR: UPME4FLOO4: 1551 ef. 2039 ef. TOTAL: GARAGE: OUTDOOR RI: ENTRY PORCH: 3,620 af. 615 uf. 125 ef. 65 ef. D WILA 2017 NTER Lu o u)10 < 0) )- c3 r.1 11J 0 1 0 I LIJ z z z 11111 50th a 14,4 10 2 10 10 ProJect # : 44% 16168 Sheet A.3 .0 PI OT DATE: 05-22-2011 0' ..0' — TOP OF RIDGE poRcH — 2 12 512 BUILDING HEIGHT ABOVE ABE OBSCURE GLASS LIGHTWEIGHT SION VENEER, TTP. LEFT (NORTH) ELEVATION L 5:12 2 -AR <, 5:12 —COMP. SHINGLES TTP.- 4:12 12 RIGHT (SOUTH) ELEVATION! TYR 12 AV12.AE BUI TOP OP COMP. ROOFING, TTF. e UPPERFLOOR CONT. METAL GUTTER ON 5/4X0 FASCIA BOARD TTP. LAP' SIDING COMP. ROOFING, TTP. UPPER FLOOR PL.* M41N PLOO CONT. METAL GUTTE ON 5/0(6 FASCIA BOARD TYP WRAP ROUND COLUMN MAIN FLOOR ELEVATION* 25562' ELEVATION NOTES: SAFETY GLASS * GARAGE DOOR VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 3. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.C. R103.8 4. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.RC. R805.25 5. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. 6. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS * ALL EAVES, TYP. ADDRESS OR HOUSE NUMBER TO E3E POSTED AND PLAINLY V.1.5133L.F—ER= TJAESZBEE-T-F-RabiLAGE tt.a..4LEEraba L=SZIROKE_, WIDTH AND CONTRASTING BACKGROUND. 8. PROVIDE STAIRWAY ILLUMINATION PER I.R_C. R303.6 S. SEE SHEET Al FOR ADDITIONAL NOTES. 10. PROVIDE SURFACE DRAINAGE 610' MIN. AWAY FROM HOUSE FOOTPRINT IC R401.3 FL.. UPPR FL 36' H. GUARD IL li .* MN.LIP\ AVE E BUILDING ELEVATION e 255.62' 12 COMP. SHINGLES TTP. 512 —COMP SHINGLES TTF. 5.12 QARAE SLAB6 2555' GLAZIN4 IN ALL IXED AND — OPERABLE PANELS OF SWINGING, SLIDING AND ENFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.I. SAFETY GLAZING. LIGHTWEIGHT STONE VENEER, TTF.. 'CV PL.* POP -CH 113PPIE PANE SIDING, TTP. FONT (WEST) ELEVATION 5 12 AP SIDIN SOFFIT, vENT 4 — INSULATE C,eN11 W/ R-30 INSUL. —COMP. SHINGLES TTP. 512 IRE.AR (EAST) ELEVATION1-0 OCALE 1/4 NOTE, REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN 12 AP 81 36' H. GUARDRAIL WRAF ROUND COLUMN 260.0' 80' 56.0' — 254.0' - 2600' —258.0' 2560 RECEIVED CITY OF TUKWILA—"/ SEP 1 li 2017 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANT OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK- DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR 80 #11M1 Project # 16168 Sheet A4 0-4 0 2012 IRC Section R302,11 Flreblocking. In•o rby:)S.le. CarL::.rp1c-e7Lr, rash locking shall be prcvided to cut off all concealed draft openingelboth vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof apace. Flreblocking shall be provided In wood -frame construction in the following locations: I) In concealed spaces of stud walls and partitions, Including furred epacee and parallel rows of studs or staggered etude an follows: a) Vertically at the ceiling and floor levele. b) Horizontally at Intervals not exceeding 10 feet. 2) At all Interconnections between concealed vertical and horizontal epacee such as occur at soffits, drop ceilings and cove ceilings. 3) In concealed spaces at stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R3021. 4) At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material Filling this annular space shall not be required to meet the ASTM E 136 requirements. 5) For the Flreblocking of chimneys and fireplaces, see Section RI003.19. 6) Flreblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. Fire blocking materials shall consist of material Meted In Section R302.11.1. Loose -fill Insulation material shall not be used as 8 flreblock unless specifically tested in the Form and manner Intended. The integrity of 811 fireblocke shall be maintained. Draftetopping: When there is usable apace both above and below a concealed space of a floor/ceiling assembly, draftstops shall be Installed so that the area of the concealed space does not exceed 1000 square feet. Dra Ftstope shall divide the concealed apace into approximately equal areas. Draftetopping materials shall coneiet of materials listed In Section R302.12.I. Draftstopping materials shall not be lene than t'tU,001BD Inch gypsum, 3/8 Inch wood structural panels or other approved materials adequately supported. The integrity of the draftstops shall be maintained. TOP PLATE BOTTOM PLATE TOP PLATE BAND JOIST OR BLOCKING SILLPLATE TERS AND CEILING STS CH APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST — SEE DRiLUNG AND NOTCHING PROVISIONS SEGTION R502:El BAND JOIST OR BLOCKING 3OTTO18 PLATE CRAWL SPACE OR EASEMENT FOUNDATION PLATFORM FRAMING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEENTHESE LIMITS /,ry SPAN INTERMEDIATE BEARING WALL FOR BLOCKING AND BRIDGING ---SEE SECTION RS02.7 AP JOIST 3 IN. MIN. dR SPLICE —SEE ECTION RS62.61 SU TOPPLATE— SEE DRILLING AND NOTCHING PROVISIONS SECTION R602.6.1 WALL STUD — SEE DRILLING AND NOTCHING PROVISIONS SECTION R602,6 JOIST NAILED TO STUD I IN. x 4 IN. RIBBON CUT INTO STUD — SEE SECTION NE02..6 SEE SECTION R6C2.8 FOR FIRE BLOCKING MONDUTHID SLAB -ON -GRADE FOUNDATION BALLOON FRAMIN Section 312.12: Rodent proofing: Strainer plates on drain inlets shall be designed and Installed no that no opening exceeds 1/2 of an Inch In the :KAT,: dimension. 312.12.1: Meter boxes shall be constructed In such a manner that rate cannot enter a building by following the service pipes from the box Into the building. 312.12,,: Metal Collars In or on buildings where openings have been made In walls, floors, or callings for the passage of pipes, such openings shall be closed and protected by the Installation of approved metal collars securely fastened to the adJoining structure. 312,123: Tub Waste Openings Tub waste openings in Framed, construction to crawl spaces at or below the Prat Floor shall be protected by the installation of approved metal collars or metal screen securely fastened to the adJoining structure with no opening greater than 1/2 of an Inch In the Ieeet dimension. . 2012 Uniform Plumbing Code with Washington State Amendments (UPC) 4X4 DF'2 POST AT ZFT O.C. ATTACHED TO 2XI2 JOISTS W/ (2))' DIA x 6' LONG 10d COMMON NAILS BOTH THRU BOLTS W/ NUT AND WASHERS SIDES STAGGERED AT 6' or. 2X6 16' OZ. STUD HALF -WALL INEILL W/ CONTINUOUS 2X6 CAP PLATE. 10O COMMON NAILS STAGGERED AT6' 00. CONTNUOUS 2XI2 RIM JOIST SIMFSON A34 POST TO TOP PLATE 2XI2 FLR J515a 16' 00. 51MPSON A34 P TO TOP PLATE SECTION - HALF ALL FRAMINCI 12 or )1! is . u..ei..*ys ...u4,..Qii ..� ,t ♦ .Nw. SIR STE. TYPICAL ROOF CONSTRUCTION ARCH. LAM. COMP. ROOFING OVER 15. ROOFING FELT OVERI/2' GDX OR 1/16' OSB 5HT'G (CCX PLYWD AT EXPOSED EAVES) MFG. ROOF TRUSSES a 24' O.G. MANUFACTURED TRliSSE5 12 3 24 oG F-49 INMIN �,�� . 66.• 4 . x..•rrrerarecc.•ae.i•di�raraer •Piirr.. a f.�f� .rf .ay .....iiC::iiii:iiii:i.°i.i:ii..... y.4.4..4.11421 .. i.,.Fi A. .. ... ••INSUL BEDRM. #2 3/4' T. I G..PLYWOOD : OVE•R.2x12 FLOOR JOISTS. (I ' .W/.R-30 INSULATION•; . '. 5/5' G.W.B. TYP.' . 3/4' T. 1 G. PLYWOOD ' - OVER 2x12 FLOOR JOISTS W/'R-30 INSULATION 4',THICK CONC. SLAB :OVER 4' COMPACT SAND •4N0 GRAVEL BASE �• BELOW STAIR INSTALL 1/2' I' GJUB. a CEILING'. 4. WALLS (1t�t�t�t�1 �t��1"1�1�1�1�1�N�I�Q1�1�I�j" 1�1�1�� ►�Q1�1� 1 �Q1�1� i �1�1�1�f �1�1�1w• s ��1��I C ��1 "A`Ar`rin'�i:?iw`�n4Y..a0Y3�.:i✓s4: A.P uc!�p`7 !✓:> Aivr' Gay `b Z4+,�,�i:�� t ✓2rvcv.%•i✓•i>Wi�.`i?`5•:iisi).? i.?iJi`�`i�:,N�`��. 6 MIL (BLACK) VE3. BARRIER (BLACK) THROUGHOUT CRAWL SPACE MIN. LAP 12', TYP. 6 MIL (BLACK) VE3. LINE OF POST / BEAM BEYOND SEE FOUNDATION PLAN FOR MEMBER DIMENSIONS .•UILEDING C OSS SECTION 141 SCALE: 1/4' a I'-0' 36' H. GUARDRAIL TOP OF RIDG INSULATION BAFFLE VENTED BLOCKING CONTINUOUS GUTTER OVER B' FASCIA 2x6 STUDS 16' O.G. W/ R-21 INSULATION TYP. FINISH PER ELEVATION OVER 1/2' GDX OR 0519. OVER 151b FELT OVER UPPER FLOOR PL. MAIN FLOOR FINISH PER ELEVATION OVER 1/2' GDX OR OSJS. OVER 151b FELT OVER 2x6 STUDS 16' O.C. MAIN FLOOR FINISH GRADE RECEIVED CITY OF TUKWILA SEP142017 PERMIT CENTER NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED UIORK PERFORMED BY THE CONTRACTOR 1 u i- G IRC R311.1.13.) 11/4' DIA. MIN. HANDRAIL, CONT. FOR FULL LENGTH OF STAIR I6d o 4' O.G. GUARDRAIL MEMBERS TO BE SUCH THAT 4 SPHERE OF 4' DIA. SHALL NOT PASS THROUGH ANY OPENING HANDRAILS PER IRC R311.1.1 BALUSTERS TO CONFORM TO IRC R3122 6' MIN. STAIRWAY WIDTH PER IRC R311.1.1 10' MIN. TREAD 2X4 THRUST BLOCK BELOW STAIR INSTALL 1/2' GU/B. o CEILING 4 WALLS -- (3) 2XI2 STRINGERS FIRE BLOCKING s MID -SPAN NOTE: GREATEST AND LEAST TREAD 4 RISER SHALL NOT VARY MORE THAN 3/8' (PER IRC R311.1.4.1 4 R311.7.4.2) (3) 8d TOE NAIL STRINGER TO THRUST BLOCK JOIST OR BLOCKING a FLOOR BELOW INTERIOR STAI 'SIMPSON' LS50 EA. SIDE 1' PLYWOOD RISERS (3) 2 X 12 STRINGERS }" TYPE 'X" G.W.B. TYP. UNDER STAIR HANDRAIL PARTITION RAILING NOT TO SCALE HANDGRIP SECTION BTWN I1" & 2" 12 PART. BD. BULLNOSE HANDRAIL TREADS GLUED & SCREWED (INSTALL AFTER ROOF ON) BALLUSTER OR PARTITION (VERIFY STYLE) INSULATION PER PLAN 2X STUD WALL PER PL. 4N 122CDX PLYWOOD SHEATHING 2 LAYERS GRADE D BLDG. PAPER WEATHER RESISTANT BARRIER COrzR0510N RESISTANT (GALV.) METAL. LATH ADHERED STONE VENEE TYPE 'N' MORTAR JOINT TYPE 'N" MORTAR SEATING BED 26 GA GALV. CORROSION RESISTANT WEEP SCREED -OVERLAP BLDG. Z PAPER -LOTH TO COVER 4 0 TERMINATE ON FLANGE FOUNDATION WALL 4' MN. (SCREED 10 GRADE! 2' MIN. (SCREED TO PAVEMENT) SHOE RAIL FOR BALLUSTERS NOSING OF TREAD 2 X 12 STRINGER 2 X BLOCKING PROVIDE M N. 36' CLEAR WIDTH AT STAIRWAYS /'L'/') SCALE : 3/4" = 1'-0" 4' MIN. ABOVE THE EARTH, 2' MIN. ABOVE PAVED AREAS, AND )' MINIMUM ABOVE EXTERIOR WALKING SURFACES, PER IRC R103.12.1. 3) ADHERED VENEER 0/ SNEATNING� OPENING CONT. DBL. TOP PLATE R-10 RIGID INSULATION o EXTERIOR SIDE OF WALL (SHADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD TRIMMER NOT TO SCALE HEADER/INSULATION DET VENTILATION SCHEDULE 2016 WASHINGTON STATE ENERGY CODE I M1507.3.3(1) 8(2) SYMBOL LOCATION MINIMUM FAN REQUIREMENTS iik A Bath, Powder, Laundry Min. 50 cfm @ 0.25' WG B Kitchen Min. 100 cfm @ 0.25" WG (Range hood or down draft exhaust fan rated al min.100 cfm at 0.10" WO may be used for exhaust fan requirement.) `r4_ C Whole House Fan MIN. CFM = 90 MAX CFM = NO MA M1507.3.3(1) (based on 3,620 s.f. floor area & 5 bedrooms) 'flow rating @ 0.25" WG 'whole house fans located 4 0or less from interior grille to hale a sone rating of 1.0 or less measured @ 0.1" WG, per IRC M1507.3.4 INTERMITTENT WHOLE -HOUSE MECAHNICAL VENTILATION PER M1507.3.3(2) 90 CFM X 1.5 (66%) = 135 CFM INTERMITTENT WHOLE - HOUSE FAN AT66% (1.5 FACTOR) RUNTIME PERCENTAGE IN EACH 4-HOUR SEGMENT PER M1507.3.3(2) 'All fans to tent to outside All other requirements of 2015 IRC 2015 WHOLE HOUSE VENTILATION OPTION I - INTERMITTEN WHOLE HOUSE VENTILATION USING EXHAUST FANS • 90 CFM1 EXHAUST FAN FLOW RATING PER TABLE MI5082 • FAN CONTROLS: 24 HOUR CLOCK TIMER WITH CAPACITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL 4 ACCESSIBLE. • WHOLE HOUSE FANS LOCATED 4 FEET OR LESS FROM THE INTERIOR GRILLE SHALL HAVE A SONE RATING OF I.0 OR LESS AT 0.1 INCHES WG, • OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL OUTDOOR AIR INLETS. WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY INSTALLING OF DISTRIBUTION DUCTS, UNDERCUTTING DOORS, GRILLES, TRANSOMES, OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT A MINIMUM OF I/O' ABOVE FLOOR COVERING Per WSEC R402.4, The building thermal Envelope ahall be constructed to Ilmit air leakage. The results of the teat ahall be signed by the party conducting the teat and provided to the code official (R402.4.12). Per WSEC R403.1.1, at least one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule. Per WSEC R40322, Ducts, air handlers, and filter boxes shall be sealed. Per WSEC R404.1, A minimum of 15 percent of the lamps In permanently !retailed lighting flxturee about be high -efficacy lamps. DUCTS (503.10.1) • INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILING CANNOT DISPLACE REQUIRED INSULATION. • BUILDING CAVITIES CANNOT BE USED AS DUCTS DUCT TESTING (503.102) • DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE TESTED. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR GLAZING SCHEDULE KAKI SINGH Residence ROOM itOF VONDS. WND. W. WND. H. MANUF. FRAME TYPE VVOW. TYPE MODEL NO. AIR GAP GAS LO-E U-VAL. ' (1) AREA UA MAIN FLOOR DEN 1 3.00 6.00 MILGARD VINYL CASE. ' 5521 1/2" AIR YES' 0.3 18.00 5.40 DEN 1 4.00 6.00 MILGARD _VINYL PICTURE 5320 1/2" AIR YES' 0.3 24.00 7.20 DEN 1 3.00 6.00 MILGARD VINYL PICTURE ' 5320 1/2" AIR YES' 0.3 18.00 5.40 DEN 1 6.00 6.00 MILGARD VINYL SLIDER 5120 5521 1/2" 1/2" AIR AIR YES' YES 0.3 0.3 36.00 8.00 10.80 2.40 PWD 2.00 4.00 MILGARD VINYL CASE. DINING 6.00 6.60 MILGARD VINYL S.G.D. ' 5621 1/2" AIR YES 0.3 39.60 11.88 FAMILY RM. 3.00 6.00 MILGARD VINYL PICTURE ' 5320 1/2" AIR YES' 0.3 18.00 5.40 FAMILY RM. 9.00 6.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES ' 0.3 54.00 16.20 FAMILY RM. t 6.00 6.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.3 36.00 10.80 KITCHEN 1 6.00 8.00 MILGARD VINYL S.G.D. 5621 1/2" AIR YES 0.3 48.00 14.40 GUEST SUITE 2 6.00 6.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES' 0.3 72.00 21.60 UPPER FLOOR M.SUITE 3.00 5.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES' 0.3 15.00 4.50 M.SUITE 5.00 5.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 25.00 7.50 M.SUITE 3.00 5.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.3 15.00 4.50 M.BATH 3.00 5.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 30.00 9.00 M.BATH 3.00 5.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 9 0.3 15.00 4.50 BEDRM. #2 BEDRM.#2 3.00 3.00 5 00 5.00 MILGARD MILGARD VINYL VINYL CASE. 5521 PICTURE '0 5320 1/2" 1/2" AIR AIR YES YES 0.3 0.3 15.00 15.00 4.50 4.50 SITTING 2 2.00 5.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 20.00 6.00 STAIRCASE 3.00 6.00 MILGARD VINYL CASE. . 5521 1/2" AIR YES 0.3 18.00 5.40 STAIRCASE 3.00 3,00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 9.00 2.70 LEASURE RM. LEASURE RM. BEDRM. #3 3.00 3.00 3.00 6.00 6.00 6.00 MILGARD MILGARD MILGARD VINYL VINYL VINYL CASE. ' 5521 PICTURE ' 5320 CASE. 5521 1/2" 1/7' 1/2" AIR AIR AIR YES YES YES 0.3 ' 0.3 ' 0.3 18.00 18.00 18.00 5.40 5.40 5.40 BEDRM.#3 3.00 6.00 MILGARD VINYL PICTURE - 5320 1/2" AIR YES 0.3 18.00 5.40 BEDRM. #4 9.00 6.00 MILGARD VINYL SLIDER ' 5120 1/2" AIR YES 0.3 54.00 16.20 BATH.3 3 00 2.00 DOORS WITH MORE THAN 50% GLASS LEASURE RM. 1 3.00 8.00 MILGARD SIMPSON VINYL WOOD SLIDER 5120 DOOR 6001 1/2" 3/4" AIR YES ' 0.3 6.00 1.80 WND. TOTAL: 660.60 204.18 AIR YES 0.2 24.00 4.80 SKYLIGHTS AND SKYWALLS � � I DOORS WITH MORE THAN 50%GLASS-TOTAL:' 24.00 AVG. U-VALUE (VERTICAL GLASS): 11 1 1 1 1 1 I I SKYLIGHT TOTAL:' AVG. U-VALUE (OVERHEAD GLASS): AREA UA GLAZING % = TOTAL 1 HEATED AREA AVG. U-VALUE = UA TOTAL (TOT. 2) = AREA TOTAL (TOT. 1) • 704.60 S.F. = 3322.00 S.F. • 204.18 UA = • 704.60 A (1) U-VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B, C, D OR E FOUNDATION VENTILATION Crawlspace Area: 1573 s.f. Ventilation Required: 1573 s.f. / 150 = 755.04 s.i. Req'd Use: 14" x 7" Foundation Vents Vent Area = 98 s.i. - 25% reduct.,1/4"mesh = 73.5 s.i. Vents Required = 755.04 s.i. / Vent Area = 10.27 s.i. Provide : 11 14" x 7" Vents, Area = 808.5 s.i. Ventilation Provided = 808.50 s.i. is Greater than 755.04 s.i. Req'd Use: 11 14" x 7" Foundation Vents FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER LOCATE VENTS SO AS TO PROVIDE CROSS -VENTILATION OF CRAWL SPACE LOCATE ONE VENT WITHIN 3 FEET OF EACH CORNER OF THE BUILDING NO OPERABLE LOUVERS AT VENTS Simple Heating System Size: Washington State This healing system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Enerav Code }WSEC) and ACCA Manuals J and S. This calculator Will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (Window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 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. Project lnfonnalion XamSingSRes)ilenre , _7.1j. Contact Information Jh 0esiGN'50008... Heating System Type: O5 al Omer Systems I 0150 Pump To see detailed Instructions for each section, place your cursor on the word "Instruct/one. Design Temperature Inue,cuons Area of Building Conditioned Floor Area mstrucuons Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors i rsnurnons Skylights Insoucnore insulation Attic Instructions Single Rafter or MstrumMons Above Grade Instructions Floors instructions Below Grade Instructions alas all((, (eaa 1"` edo"Gr. Slab Below Grade (_ Fryun1) Instructions Slab on Grade p Instructions Location of Ducts instructions Design Temperature Difference (AT) 46 aT= OMoor(l06elveM)-Outsoor°env rump Conditioned Volume 9.5) 34,390 O F etor X Area n UA 0.30 (=-7tW" ��211.38 U-Factor X Area = UA 0.50 11-Factor X Area UA 0.026 1 #;2,191:::-I 56.86 U-Factor X Area UA No selection I-'--. :f:'j II -Factor X Area UA 0.056 1,13af4':-;,; I 185.58 U F otor X Area 0.029 1, 2,251 =1 U Fa t r X Area F-Factor X UA 64.70 UA h UA F-Factor X Len th UA Duct Leakage Coefficient 1.10 Sum of UA 518.53 Envelope Heat Load 23,852 Btu / Hour Sum of VANAT Air Leakage Heat Load 17,085 Btu 1 Hour Volume% 0.6XATX.018 Building Design Heat Load 40,937 Btui Hour Au Leaiepe + Envelope Heat Lau Building and Duet Heat Load 45,031 Btu / Hour Dovish uaaonetbne6 Spero: Sum of Baling Hear ima X 1.t0 Putts in Correct space: Sum arauleng Meart.,1 Maximum Heat Equipment Output 63,043 Btu / Hour 000A0ga,M Dud Heartoee X COO far.ve4Air rumace auiImg end Dud 502100uX 1.26 forlten1PW,ng ROOF VENTILATION Standard Truss/ Scissor Truss Roof Framing Assembly: LOWER ROOF Roof Area : Ventilation Required: 340 s.f. 340 s.f. x 144 s.i. / s.f. / 300 = 163.2 s.i. Req'd Provide 1/2 ventilation at eases, 1/2 above midpoint &' min. 3 ft. above ease tents Eave Ventilation: Birdblocking = Eave Ventilation Req'd = Provide: Min. Ventilation Provided = 4.71 s.i. / I.f. - 25% reduction = 163.2 s.i. / 2 / s.i. per I.f. = 24 I.f. birdblocking. Ventilation = 84.78 s.i. is greater than 3.53 s.i. / U. 23.10 I.f. 84.78 s.i. 81.6 s.i. Req'd Upper Roof Ventilation: 7"x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s.i. each - 25n/0 screen reduction = 163.2 s.i. / 2 / s.i. of each sent = 3 -7"x7" roofjacks. Ventilation = 110.25 s.i. is greater than 36.75 s.i. each, 2.22 vents 110.25 s.i. 81.6 s.i. Req'd Use : (minimum) Use : (minimum) 24 I.f. birdblocking. Ventilation = 3 -7"x7" roofjacks. Ventilation = 84.78 s.i. 110.25 s.l. Total Min. Ventilation Provided = 195.03 s.i. IS GREATER THAN : 163.2 s.l. Req'd ROOF VENTILATION MAIN ROOF Standard Truss / Scissor Truss Roof Framing Assembly: Roof Area : Ventilation Required: 2113 s.f. 2113 s.f. x 144 s.i. / s.f. / 300 = 1014.2 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above ease vents Eave Ventilation: RECLI Birdblocking = Ease Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i. / I.f. - 25% reduction = 1014.24 s.i. / 2 / s.i. per I.f. = 144 I.f. birdblocking. Ventilation = 508.68 s.i. is greater than CITY OF T 3.53 s.i. I.f. 143.56 I.f. SEP 1 508.68 s.pERMIT c 507.12 s.i. Req'd Upper Roof Ventilation: 7"x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 1014.24 s.i. / 2 / s.i. of each vent = 14 -7"x7" roofjacks. Ventilation = 514.50 s.i. is greater than 36.75 s.i. each. 13.80 sents 514.50 s.i. 507.12 s.i. Req'd Use : (minimum) Use : (minimum) 144 I.f. birdblocking. Ventilation = 14 -7"x7" roofjacks. Ventilation = 508.68 s.i. 514.50 s.i. Total Min. Ventilation Provided = 1023.18 s.l. IS GREATER THAN : 1014.2 s.i. Req'd ED KWILA 2017 ENTER Y m3 a�L N 40 1' 449 tit Project # : 1 61 68 Sheet A6 5 GENERAL NOTES THE STRUCTURE HAS BEEN DESIGNED TO RE515T CODE PRESCRIBED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE 15 THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY: ERECTION MEANS, AND SEQUENCES: TEMPORARY SHORING, FOR1UIORK AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AND SEI/ASCE 1-10 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES AS AMENDED ST LOCAL JURISDICTION PROJECT LOCATION: GPS LOCATION 412153 LAT, -122.4264 LCNIGIT. SITE ADDRESS: 11111 50th AVE 5, TUKWILA, W4 STRUCTURAL DESIGN CRITERIA (CH. 16) LATERAL FORCES: I. WIND ( IBC 1609 4 ASCE 60 ): II. SEISMIC ( IBC 1613 4 ASCE 110.130.4 85 MPH WIND SPEED EXPOSURE - B IMPORTANCE FACTOR Iw = 10 WIND SPEED UP: KzT=100 SEISMIC DESIGN CATEGORY - D2 OCCUPANCT RISK - II 1% PE IN 50 YR ( 2006 LAT-LON ) USGS-CD: 02 SEC. (5e1 122g 10 SEC. (51) 0A2g VERTICAL FORCES - GRAVITY ( IBC I601 4 TABLE 1601.1 ) VERTICAL LOADS: DEAD LOAD LIVE LOAD ?ROOF ACTUAL 25 PSF SNOW (OR PER LOCAL JURISDICTION) FLOOR ACTUAL 40 PSF GARAGE AC11J41 50 PSF (or 3000e WHEEL LOAD) DECK ACTUAL 40 PSF SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH. I8): SUBSURFACE INVESTIGATION SHALL SE REQUIRED PER 18031: FOUNDATION DESIGN SHALL 8E BASED IN THE ABSENCE OF 4 501L5 REPORT, THE PRESUMPTIVE LOAD BEARING VALUES DETERMINED BT LOCAL JURISDICTION OR PER IBC TABLE 18062 SHALL BE USED: I. SOIL BEARING PRESSURE 7. ACTIVE PRESSURE - RESTRAINED 3. ACTIVE PRESSURE - UNRESTRAINED 4. PASSIVE RESISTANCE 5. COEFFICIENT OF FRICTION b. LOCAL FROST DEPTH 1500 P5F 45 PCF 35 PCF 250 PCF 035 12 INCH ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL BACKFILL'. AREAS OVER EXCAVATED SHALL BE 84CKFILLED WITH LEAN CONCRETE (Pc = 2000 P51) OR STRUCTURAL BACK FILL. CONCRETE (IBC CH. 19 4 ACI 318-11) CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR 1 TYt I AND SHALL BE READY -MIXED PER ASTM C-94, MAXIMUM SLUMP 5'. MINIMUM CEMENT CONTENT 5112 SACKS PER YARD PROVIDE 53/4-1 % AIR -ENTRAINED CONCRETE FOR CONCRETE (r'c = 3000 P51) EXPOSED TO WEATHER MINIMUM SPECIFIED COMPRESSIVE STRENGTH (r'c AT 28 DAYS) IBC TABLE 19042 USE OR LOCATION OF CONCRETE CONSTRUCTION: r'c (P51) SPECIAL INSPECTION 4 TESTING REQUIRED FOOTING PADS 4 FOUNDATIONS NOT EXPOSED TO WEATHER 2500 NOT REQUIRED PORCHES, PATIOS, DRIVEWAYS, AND GARAGE SLAB 31300 NOT REQUIRED FOUNDATION STEM W4LL5 AND INTERIOR SLABS ON GRADE 2500 NOT REQUIRED CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT CF DELIVERY FOR MIX CV 3000 P51 OR GREATER FOR BUILDING INSPECTOR VERIFICATION IF REQUESTED. REINFORCING STEEL: REINFORCEMENT SHALL CONFORM TO 45TM 4-615, 'DEFORMED AND PLAIN BILLET STEEL BARS FOR REINFORCING STEEL'. BARS SHALL 5E GRADE 60 EXCEPT THAT NO, 3 AND 4 MAY BE GRADE 40. BARS SHALL BE DEFORMED. SPLICE SHALL BE 24 BAR DIAMETERS OR 18' MINIMUM. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN WALLS AND FOOTINGS AT INTERSECTIONS. MILL TICKET FOR REINFORCING BARS SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AND ENGINEER OF RECORD FOR VERIFICATION IF REQUESTED. WIRE FABRIC SHALL CONFORM TO ANSI/ASTM A-185, STEEL WELDED WIRE FABRIC PLAIN FOR CONCRETE PLACEMENT. CONCRETE ACCESSORIES. ANCHOR BOLTS, BARS AND RODS SHALL CONFORM TO ASTM A-301' 'LOU CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS'. CAST -IN -PLACE COLD -FORM STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THE CURRENT SIMPSON STRONG -TIE ICC ES OR IAF'M0 ES REPORT. ALTERNATE PRODUCTS SHALL BE SUEMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. REQUEST FOR SUBSTITUTION WILL ONLY BE APPROVED WITH CURRENT ICC ES OR 14FM0 ES REPORT AND A LIST STATING THE PROPOSED 11E11 SUBSTITUTION WITH EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC398 (CAST -IN -PLACE COLD -FORMED STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION) PROPRIETARY CAST -IN -PLACE ANCHOR BOLTS SHALL BE '5E9' AND 'SSTB' ANCHOR BOLTS MANUFACTURED BY SIMPSON STRONG -TIE 45 SPECIFIED ON THEIR LATEST CATALOG AND ICC E5R-2611. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT ICC E5 REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, SUBSTITUTIONS WILL SE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRTERIA, AC399 (CAST -IN -PLACE PROPRIETARY BOLTS IN CONCRETE) EXPANSION ANCHORS (WEDGE ANCHORS) SHALL BE AS NOTED ON PLANS. NSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. WHEN NOTED ON CONSTRUCTION DOCUMENTS, INSTALLATION SHALL BE SPECIAL INSPECTED. NON -SHRINK GROUT: MASTER BUILDERS 'MASTERFLOW 92B OR PRE -APPROVED EQUAL GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO 4 STIFF PACKING CONSISTENCY'. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. NO GROUTING SHALL BE DONE BELOW 40 DEGREES F. EPDXY GROUT: SIMP50N STRONG -TIE 'SET', COVERT OPERATIONS 'CIA' GEL, OR PRE -APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT, WHICH SHALL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLES SHALL BE DRILLED AT THE DIAMETER A5 SPECIFIED BY THE MANUFACTURER BASED ON THE DOWEL BAR 0R THREADED ROD DIAMETER HOLES SHALL BE DRY AND CLEANED WITH PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBA/2 DOWEL OR THREADED ROD SHALL 5E CLEAN 4ND INSTALLED SLOWLY, AND SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DOME WITH PROPER GROUT FORMULA EMBED (9) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE IN PLANS AND DETAILS. GROUTING OPERATION SHALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER WOOD CONSTRUCTION (IBC CH.13 4 ND5) GENERAL REQUIREMENTS: FROvIDE MINIMUM NAILING PER 2015 IBC TABLE 2304.51 OR MORE, A5 OTHERWISE SHOWN. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.10.4.2. OR AS APPROVED PRIOR TO INSTALLATION. IL00D SHEATHING : SHALL BE STRUCTURAL 'I PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD SHALL BE GROUP I OR GROUP 2 SPECIES, C-D GRADE EXPOSURE I CONFORMING TO PS I-03. EACH PANEL SHALL BEAR THE GRADE TRADEMARK CF THE AMERICAN PLYWOOD ASSOCIATION ORIENTED STRAND BOARD (058) SHALL BE APA RATED STRUCT: I FOR ROOF AND WALLS AND APA RATED STURDY -I -FLOOR FOR FLOORS. EACH PANEL SHALL BE CLASSIFIED AS EXPOSURE 1 AND SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAIN PLYWOOD ASSOCIATION (APA). FRAMING LUMBER STANDARDS: CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WOLIB), OR WESTERN WOOD PRODUCTS ASSOCIATION (11.UJPA). EACH PIECE SHALL BEAR THE SCLIB OR IIWJPA GRADE TRADE- MARK SPECIES AND GRADE - BASE DESIGN VALUES ( P51) per NOS STRUCTURAL ELEMENT SPECIES/GRADE Tbx Tvx Tc rc rt E bx BEAMS AND HEADERS DF NO. 7 815 110 625 600 425 000000 2. 4x BEAMS AND HEADERS DF NO.2 900 180 625 B50 525 1600000 3. 2x JOIST 1-IF 140.2 850 150 405 1300 575 1300000 4. bx POST DF 90. 1 1200 110 625 1000 825 1600000 5. 4X POST DF 90.2 850 180 625 1400 500 1600000 b. 51e10 GLU-LAJ1 POST 745-V4, 245-48 2400 265 650 1650 1100 1100000 1. GLU-L421 BEAM 245-V4, 245-48 2400 265 650 1650 1100 1800000 8. 3''4x OR 51,ex PSL BEAM PARALLAM P5L 2900 290 150 2900 - 2000000 9. 31/2x OR 514x LVL BEAM MICROLLAM LVL 7600 285 150 2510 - 1900000 10. 31/2x OR So LSL BEAM TIMBER5TRAND LSL 1100 400 680 1400 - 1300000 II. 2x WALL FRAMING HF N0.2 850 150 405 1300 575 1300000 12. 2x WALL FRAMING , 15FT DF NO. I 1000 180 675 1500 615 1100000 GLUE -LAMINATED MEMBERS: CONFORM TO AN51/AITC AI90.1. MEMBERS SHALL BE COMBINATION 24F-V4 DOUGLAS FIR FOR SIMPLE SPANS, 24F-VS DOUGLAS FIR FOR CANTILEVERED SPANS WITH EXTERIOR GLUE. I -JOISTS: SHALL BE TRUS JOIST MACMILLAN, OR APPROVED EQUAL, 45 INDICATED ON THE STRUCTURAL DRAWINGS. I -JOISTS SHALL BE MANUFACTURED N ACCORDANCE WITH A CURRENT ICB0 REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS. WOOD CONSTRICTION CONNECTORS: SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED N THEIR LATEST CATALOG. PROVIDE MAXIMUM SIZE AND QUANTITY O NAILS, BOLTS, OR SCREWS SPECIFIED ON CONNECTOR HARDWARE. CONTRACTOR'S PROPOSED SUBSTITUTION OF OTHER MANUFACTURE'S CONNECTORS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL PRIOR TO ORDERING. REQUESTS FOR SUBSTITUTION SHALL INCLUDE CURRENT ICC AND/OR IAPMO E5 REPORTS AND A LIST STATING THE PROPOSED ITEM -FOR -ITEM SUBSTITUTION 1-IA5 AN EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS SHALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA ACI3 AND/OR IAF10 EVALUATION CRITERIA 002.2001 FOR JOIST HANGERS AND SIMILAR DEVICES AND ICC AC 155 FOR HOEDOWNS AND TENSION TIES. BOLTS IN WOOD CONNECTORS SHALL CONFORM TO ASTM 4-301, GRADE A STRUCTURAL WOOD SCREWS: WHERE SPECIFIED OR REQUIRED BY SPECIFIC HARDWARE, SCREWS SHALL BE 'SOS' STRONG -DRIVE SCREWS MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THEIR LATEST CATALOG AND ICC ESR-2236. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SWBIMITTED WITH A CURRENT ICC E5 REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, SUBSTITUTIONS SHALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA AC233 (ALTERNATE DOWEL TYPE THREADED FASTENERS) REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDWARE AND FASTENERS IN PRESSURE TREATED MATERIAL SHALL 5E SIMPSON GI85 HDG (HOT DIPPED GALVANIZED) OR 551300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH GI85 Z-MAX AND HOG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL BE USED WITH 55T300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS WITH GI85 Z-MAX OR HOG CONNECTORS ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE HOT DIPPED GALVANIZED. HOT DIPPED OR STAINLESS STEEL NAILS MUST BE USED WHEN FASTENING SHEATHING, STUDS, AND JOIST INTO TREATED MUDSILL HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTERE5 SHALL BE USED WHEN FASTENNG DECKING TO TREATED MEMBERS. INSPECTION: (IBC CH. 1 SECT. 110 ) CONSTRUCTION SHALL BE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL AND SUCH CONSTRUCTION OR IIIORK SHALL REMAN ACCESSIBLE AND EXPOSED FOR CONTINUING INSPECTION UNTIL APPROVED. THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDNG OFFICIAL TO MAKE THE INSPECTIONS SET FORTH IN SECTIONS 1103.1 THROUGH 1103.10. INSPECTION REQUESTS SHALL BE THE RESPONSIBILITY 0= THE BUILDING PERMIT HOLDER WORK SHALL NOT PROCEED BEYOND THE PONT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL SHALL INDICATE ANY OF CONSTRUCTION THAT 15 SATISFACTORY AS COMPLETED, OR NOTIFY THE CONTRACTOR ANY PORTIONS THAT ARE NOT IN COMPLIANCE TO THIS CODE. ANY PORTIONS THAT DO NOT COMPLY' SHALL BE CORRECTED BY THE CONTRACTOR AND SUCH PORTION(5) SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED OR SIGNED OFF BY THE BUILDING OFFICIAL. ABBREVIATIONS, STRUCTURAL DRAWINGS) (THIS LIST APPLIES ONLY 10 STRUCTURAL 4T EL ELEVATION MAX MAXIMUM 4 DIAMETER EN EDGE NAILING MN MINIMUM POUND/NUMBER EQ EQUAL NTS NOT 10 SCALE t PLUS OR MINUS ES EACH SIDE OC ON CENTER / PER EW EACH WAY OSB ORIENTED STRAND BOARD t SQUARE FT FOOT OR FEET PL PROPERTY LINE AS ANCHOR BOLT FDN FOUNDATION PSF FOUND PER SQUARE FOOT ALT. ALTERNATE FL FLUSH P51 POUND PER SQUARE INCH BLDG. BUILDING F.J. FLOOR JOIST FW PLYWOOD BLKG BLOCKING FOC FACE OF CONCRETE 5HTG SHEATHING BI BEAM FOP? FACE OF MASONRY STRJCT STRUCTURAL EN BOUNDARY NAILING F05 FACE OF STUD 51M. SIMILAR E DF BOTTOM OF FOOTING RV FACE OF WALL 50 SQUARE BOT BOTTOM FIG FOOTING STD STANDARD ERG BEARING GA GAUGE SW SHEAR WALL C CHANNEL GALV GALVANIZED 5.v. SCREEN VENT CBR CAMBER GL GLU-LAM (BEAM) T4G TONGUE AND GROOVE CANT CANTILEVER GT GIRDER TRUSS TOG TOP OF CONCRETE CJ CEILING JOIST FF HEM -FIR T0F TOP OF FOOTING CJ. CONSTRJCTION JOINT HGR HANGER TOS TOP OF STEEL Cl_ CENTERLINE HDR HEADER 7PL TRIPLE COAT CONTINUOUS HT HEIGHT TYP. TYPICAL DEL DOUBLE HOR HORIZONTAL UNO UNLESS NOTED OTHERWISE DET DETAIL IN INCH VERT VERTICAL DIA. DIAMETER UST. JOIST W WIDE FLANGE STEEL BEAM DF DOUGLAS FIR L ANGLE W/ WITH DO DITTO, THE SAME LVL LAMINATED VENEER W/O WITHOUT EA EACH LUMBER EF EACH FACE NOTE: AREAS NOT HAT MINIMUM SHEAR PLATE NAILING SPACING. SEE '. SCHEDULE NOTE (THIS SHEET) SOLE PLO' SCHEDULE FLOOR PLAIN BLOCKING REQUIRE( ALL HORIZONTAL PW EDGES - SIZE PE MAIN FLOOR JOISTS (NOT READ. AT SLAB ON GRADE CONDITION) se' o AD.'S - EMBED l' MIN -SPACE PER SHEAR WALL SCHEDULE ROOF SHTG. ABUTTING VERTICAL PW EDGE FRAMING - SIZE PER SCHEDULE - ---� DOUBLE 70P PLATE - MIN LAP SPLICE SHALL BE I'-0'- NAIL UVI0da 4'OC. SPECIAL SHEAR WALL PANELS SEE SCHEDULE FOR NAILING AND HOLDOWN TYPES PL ELEV. ��i�1����IMPIMPME 1g~% - PLAN HEADER PERV44 e W� CHED REQUIRES NAILING OR SOLE OR ANCHOR BOLT SHEAR WALL 5' I THRI 9 PW SHEATHING -SEE I��� ��. '/ / & / 1 / 1 �i SCHEDULE FOR NAILNG (E PER Alk M81 : : ' S I i H FIN. FLR `J PL ELEV. ........_..�.,�. .......�- I -ram_ �__��..-. ilW II .n WWI, ■ �j ..,_ .M.---I ,ff ��, BEAM PER r1 BLOCKING ABUTTING VERTICAL PJl EDGE FRAMING -SIZE PER SCHEDULE A ' / LSTA74 `�'3 © 4 ` e / SIMPSON MSTC66B3 PRE -BENT STRAP 0000 �_y�-, SCI-E ED R SCHEDULE-- FIN FLR AI ° °""AfeR t I 'n B.O.FW MMINIFIAF ®.A /_ i . .ER PLAN - ... - J BLOCKING ;J TREATED SILL PL J 0 Q_ I STRAP HOLDON AT FOUNDATION MkAil ®® NOTE: THIS ELEVATION DOES NOT REPRESENT A SPECIFIC 5HEAR WALL TYPE OR LOCATION. REFER TO 14I5 DETAIL FOR VAR1ING SHEAR WALL CONDITIONS, IE. SHEAR WALL CONNECTION FROM SECOND FLOOR TO MAIN FLOOR SEE TO SHEAR WALL SCHEDULE FOR SPECIFIC NAILING, HOLDOWN TYPES, AND FRAMNG SIZES. GIRDER TRUSS PER PLAN SIMPSON HI (TYP) BOUNDARY EDGE FRAMNG PER 5HEAR WALL SCHEDULE ADDITIONAL STUDS BELOW GIRDER TRUSS PER PLAN 3' FLOOR SHTG. MST STRAPS PER PLAN FLOOR JOISTS PER PLAN BOUNDARY EDGE FRAMING PER SCHEDULE '4' FLOOR 5HTG. ADDITIONAL EDGE FRAMING AND HOEDOWN REQUIRED BELOW EDGE OF UPPER FLOOR SHEAR WALL - SEE PLAN IF READ. ELEVATION - TWO STORY FRAMING OR SHEAR WALL. (HATCHED) RECEIVED CITY OF TUKWILA SEP 1 4 2011 PERMIT CENTER U 51 Q a 0 GENERAL REv151 1) '5 0 10 Project # 16816 Sheet PLOT DATE: 09/05R011 '4' T4G PW SHEATHING - SOLE RATE NAILING PER 5HE4R WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 2X JOISTS _;�, 2x RIM e 16' OC. S E '4' TAG PLI SHEATHING - NAIL W/ 8d a b' 0.C. EDGES AND 8d a 10' 0L. FIELD SATIN JOISTS e 16' MIN. (PER COD SLAB ON GRADE - REIN. PER PLAN •4 a lb' OL. EACH WAY '4' T4G FLU SHEATHING - NAIL W/ 8d a 6' 0.C. EDGES AND 8d a 10' OZ. FIELD JOISTS TREATED LEDGER e 16' O.C.— w 135DSX4/ SCREWS 8' O.C. BL •4 a lb' O.C. VERT. •4 a 14' 0.C. HORIZ TREATED SILL PLATE W/ 8' • AB. 4 1/4'x3'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE 4' TIGHT LINE 4' PEFE. DRAM W/ FILTER IC CONT. W/ CORNER BARS SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING • SEE GENERAL NOTES 2X RIM BOARD GARAGE SLAB ON GRADE FOR DETAILS CALLOUTS N COMMON, SEE TREATED SILL PLATE W/ • AB. 4 I/4'x3'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE DGE NAILING - SEE GENERAL NOTES 4' TIGHT LINE 4' PUFF. DRAM W/ FILTER D (2)'4 CONI'. W/ CORNER BARS FOOTING SECTION -/I 16d a 6' 0L. EDGE NAILNG • ed a 6' OL. EGC TREATED SIMPSCN U210 2X TREATED JOISTS (2) DECK SCREWS OR 16d GALV. NAILS TREATED SILL PLATE W/ 34,' • AB. 4 1/4' x 3'x3' GALV WASHERS. (2) •4 TOP 5' SECTION (2) •4 CONT. W/ CORNER BARS '4' TAG PW SHEATHING - PLATE NAILING PER SHEAR SCHEDULE EDGE NAILING - SEE GENERAL NOTES 2X JOISTS 2X RIM BOARD e 16' 0L. 3 Y F 34' T4G PLO SHEATHING- SAUN JOISTS e 16' OL.� 40 DIA (20' MIN) T7P ALL CORNER BARS. 40 BAR DIA LAP TYP 20' MIN b' M (2) •4--'-'-'-�� Y I 10' AND ABOVE. CLR 5e' • A.B. 4 I/4'x3'x3' GALV. WASHERS. TREATED SILL PLATE W/ SEE SHEAR WALL SCHEDULE 4' TIGHT LINE 4' PEW. DRAIN COVER W/ FILTER FABRIC (21.4 CONT. W/ CORNER BARS LE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - 5EE GENERAL NOTES 2X RIM BOARD A SLAB ON GRADE FOR DETAILS CALLOUTS IN COM ION, SEE TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE WALLS SECTION I'_0' NOTES, I. VERT. REI( SHOLLN IS NORMAL WALL 15 NOT IN PR OCATIN. 2. CORNER BARS ARE SAME SIZE AND SPACING 45 HORIZ REIN. 3. WALL DETAILS SHOLLN. FOOTING DETAILS SIM. 4. WALLS THICKER THAN 8' TO HAVE DOUBLE MAT. OF REIN. 4 8' AND SMALLER USE SINGLE MAT. 2X BEARIFY.s WAL PER PLAN 34' T4G PIU SHEATHPNG- 2X JOISTS e 16' OC. 4X10 TREATED 4X4 AT CONY. SPAN BM. 4X6 AT BM. SPLICE (2) •4 EA WAY '4' T4G PW SHE4THING- SALLN JOISTS e 16' OC. BLOCKING 5- d TREATED SILL PLATE W/ "e' , AB. 4 1/4' GALV. WASHERS EAR WALL SCHEDULE •4 a lb' 0.C. EACH WAY 18' SQUARE PLINTH W/ (4).4 VERT. AND (2) 3 TIES TOP 4 BAL. AT 12' OL SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 2X BLOCKING AT BEARING WALL ONLY 2X6 X 14' EACH SIDE W/ (5) I684 GALV. IN BEAM 4 (5) 16d GALV. IN POST ANGLE EACH SIDE - SIMPSON A33 W/ (4) 10d IN POST (4) SIMPSON PDP-150 POWDER ACTUATED FASTENERS IN CONCRETE USING SIMP50N PTP-21 SOLE PLATENAILING - SEE SHEAR WALL SCHEDULE - 51 EDGE NAILING - 5EE SHEAR WALL SCHEDULE - 51 SIMPSON LTP4 (2) PER BLOCKING (3/ 16d INTO BLKG 2X6 BLKG. - ATTACH TO JST. LLEB W/ 4.10d SECTION P..... 4' TIGHT LINE L 4' PEW. DRAM O� FABRIC FILTER COVER FABRIC 2).4 CONT. W/ CORNER BARS 5T PER PL SIMPSON ABU POST BASE PER PLAN 34' DIA EXP. BOLT (EMBED b' MIN) D LOCAL FROST DEPTH 'L' EACH WAY SEE SCHEDULE SECTION SEE FTC. SCHEDULE BOTTOM OF FOOTING BEYOND. PIPE PARALLE TO WALL. PIPE SLEEVE NO PIPE THROUGH FOOTINGS PERMITTED I If2 -- 6' CONCRETE ALL SIDES OF PIPE. NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING AS REQUIRED. I. 1H15 DETAIL SHOWS PERMISSIBLE LOCATION OF PIPES OR EXCAVATION 2. FOR PIPES GREATER THAN 3'-0' BELOW FOOTING, BAOffILL TRENCH WITH STRUCTURAL BACKFILL. TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS SHEAR WALL PER PLAN %' T4G F1U SHEATHING - SECTION 57HD STRAP HOLDOJN PER PLAN SOLE PLATE NAILING W/ 16d e6'0.C. JOISTS �o e 16' O.G. SH 2X6 AL EDGE SHEAR WALL EDGES (2)(BELOW HOLDOWNS) •4e 16' 0.0 EACH WAY EXTEND STEM WALL 6' PAST END OF SHEAR WALL ILING - SEE GENERAL NOTES -1X SOLID BLOCKING NAIL BLKG 4 MUDSILL �— W/ SIMPSR4 LTP4 SPADE e16'O.C. EXTEND FOOTING I'-0' PAST END OF SHEAR WALL I'-4' SECTION TREATED SILL PLATE W/ 'd • AB. 4 I/4'X3'X3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE •4 TOP (2) •4 CONT. W/ CORNER BARS RECEIVED CITY OF TUKWILA SEP 1 4 2017 ?ERYIIT CENTER 2x6 STUDWALL '4' TAG RI) SHEATHING - NAIL W/ Ede 6' 0.C. EDGES AND Bd a 10' O.C. FIELD 2XI2 JOISTS e 16' OC. HEADER PER PLAN 2x6 STUDWALL Ed 0 6' OL RAFTERS OR TRUSS TYP SECTION SOLE PLATE NAILING PER SHEAR WALL SCHEDULE - SEE GENERAL NOTES HORIZ ABUTTING PANEL JOINT AT CENTER LINE BLOCKING W/ 4e' GAP EDGE NAILING 45 SPECIFIED PER SHEAR WALL SCHEDULE HEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING EATHING SOLID BLOCKING OR RIDGE BEAM AS REQUIRED HIP DETAIL ROOF SHEATHING RAFTERS OR TRJ55 2x CONTINUOUS VALLEY DETAIL SECTION = EACH SIDE 51MP50N ST22154lb j 1.1 CORNER OR DOOR OR WINDOW PANEL EDGE NAIL SPACING HOEDOWN REQ'D BOTH EDGES OF SHEARWALL NAILING TO STUDS: USE MAX. QUANTITY SPECIFIED PER STRAP o- 0 6' O.C. ROOF SHEATNINGt EXTEND TO COVER FRAMING BELOW OVEFPR.AMlNG. RS OR TRUSS CT CONTINUOUS 2X 7HR) ROOF SHEATHING To TR)5S/ RAFTER BELOW WITH (2) 16d NAILS SECTION EDGE OF 5-BAKUALI \ SEE FLOOR PLANS 2X JOISTS BM. PER PLAN SIMPSON CCQI-6 6X5 POST (2) 5TUD5 MIN. a SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD W/ 10d a 12' 0.0 PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAILING SHEAR WALL SHEATHING. NAIL TO INTER1EDIATE FRAMING a HOLDOWN BOLT 3' x 3' WASHERS --__. AT EACH ANCHOR BOLTS - PANEL EDGE NAIL SPACING DETAIL - STRAP HOLDOUJN END WALL BRACE: 2XI2 BLKG. a 5'-0' O.C. (2 EATS) NAIL FLOOR 51-ITG. TO BLKG. W/ 5d a 4' OC. NOTE: BLOCKING MAY BE ELIMINATED IF PERPENDICULAR WALL OCCURS WHERE BLOCKING 15 REQUIRED. '4' TAG PW SHEATHING- A35 (TYPJ 2XI2 JOISTS PERPENDICULAR WALL 2x6 STUDWALL '4' TAG PW SHEATHING - SHEAR WALL SHEATHING (2) STUDS TREATED SILL PLATE HEADER PER PLAN MFRD) MONO -TRUSSES 2x6 STUDWALL BEYOND 2x6 STUDWALL SECTION 2x6 STUDWALL SOLE PLATE NAILING PER SHEAR WALL SCHEDULE E E NOTES HORIZ ABUTTING PANEL JOINT AT CENTER LINE BLOCKING W/ 1e' GAP EDGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE R PER PLAN 2x6 STUDWALL EAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING SOLE PLATE NAILING PER SHEAR WALL SCHEDULE e 6' OL. GE NAILING - SEE GENERAL NOTES HANGER PER P50N HI EACH TR)55 Sd e6'0L. 2x BLOCKING Bd 6' 0.C. CORNER OR DOOR OR WINDOW EDGE OF SHEARUAL SEE FLOOR PLANS PANEL EDGE (2) STUDS 0 SHEAR WALL SHEAR WALL E005S NAIL STUDS TO ADJACENT SHEATHING NAIL SPACING Ipl STUD W/ 10d a 12' 00. HOLDOIN REQ'D BOTH EDGES OF SHEARWALL NAILING TO STUDS: USE MAX QUANTITY SPECIFIED PER STRAP PANEL EDGE NAILING. �AL50 NAIL TO TOP PLATES SAME A5 EDGE OF SHEARWALL NAILING T SHEAR WALL SHEATHING NAIL TO INTERMEDIATE FRAMING ® 12' 0.C. PANEL EDGE NAILING TO SILL PLATE se'•'J' BOLT ' W/I4'x 3'x 3' WASHERS AT EACH ANCHOR BOLTS (TYP) HOLDOIN PANEL EDGE NAIL SPACING DETAIL - STRAP HOLDOUJN MFRD. TRS5E5 SIMPSON HI EACH TRUSS HEADER PER PLAN 2x6 STUDWALL (2) STUDS SOLE PLATE NAILING FLOOR SHEATHING 2X SOLID BLK BELOW HOLDOJ.N RIM JOIST TREATED SILL PLATE 2x6 STUDWALL '4' TAG PW SHEATHING 2XI2 CONT. RIM 2XI2 JOISTS 0 16' 0.C. 2X4 FLAT NORIZ BLOCKING AT ALL UNSUPPORTED PANEL EDGES HEADER PER PLAN 2x6 STUDIUALL SECTION SECTION PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAILING MST STRAP SHEATHING PER PLAN- NAIL W/ Bd 0 6' OL. EDGES N ea a 12' OL. INTERMEDIATE FRAMING MEMBERS SIMPSON RBC - SPACED AT 6'-0' OL. NOTE: DO NOT ATTACH TO BIRDS MOUTH BLOCKING 0 6' 00 PROVIDE 2x SOLID BLOCKING AT 'RHO' LOCATIONS ONLY. NAILING - SEE GENERAL NOTES E SHEAR WALL SCHEDULE ON SHEET 51 FOR SPECIFIC NAILING SOLE PLATE NAILING PER 5HEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES NO PANEL JOINT ON RIM JOIST DGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE ANEL JOINT E SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING SHEAR WALL SHEATHING (2) STUDS SOLE PLATE NAILING FLOOR SHEATHING 2X SOLID ELK BELOW HOLDOIN OIST (2) STUDS SHEAR UJALL DETAIL W/ SIMPSON MST STRAP HOLDOUJN (PER PLAN) 1/I6' 056 SHEATHING - 2X4 END WALL BRACE - LOCATE AT RIDGE THEN SPACE BALANCE a 5'-0' OL. NOTE: BRACE MAY BE OMITTED IF PERPENDICULAR WALL OCCURS WHERE BRACE 15 REQUIRED. PERPENDICULAR WALL END WALL BRACE: 2XI2 BLKG. a 5'-0' OL. ( 2 BAYS) NAIL FLOOR SHTG. TO BLKG. W/ ed a 4' 00 NOTE: BLOCKING MAY BE ELIMINATED IF PERPENDICULAR WALL OCCURS WHERE BLOCKING 15 REQUIRED. 34' TAG RU SHEATHING- A35 (TTP) 2XI2 JOISTS PERPENDICULAR WALL CORNER DOOR OR DOUBLE STUD 0 SHEAR WALL EDGES PANEL EDGE NAIL SPACING MSTC66133 REQ'D 150TH EDGES OF SHEARUALL 5d 0 6' O.C. \----2X FLAT OUTRIGGER 0 24' oG. ABLE END TRUSS SIMPSOI A35 0 24' O.C. EDGE NAILING - SEE SHEAR WALL SCHEDULE HEADER PER PLAN 2x6 STUDWALL SHTG. - SEE SHEAR WALL SCHEDULE ON PLANS FOR SPECIFIC NAIL SIZE AND SPACING 2x6 57UDWALL SOLE PLATE NAILING PER SHEAR WALL SCHEDULE DGE NAILING - SEE GENERAL NOTES 0 PANEL JOINT ON RIM JOIST EDGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE 2X4 FLAT HORIZ BLOCKING Al ALL UNSUPPORTED PANEL EDGES HEADER PER PLAN 2x6 SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING E 01 SHEARWALL PLANS SHEATHING 5HEATHING PANEL EDGE AILING HEADER BELOW WALL DETAIL - MSTC AT BEAM SOLE PLATE NAILING - SEE SCHEDULE FLOOR SHEATHING RECEIVED Y OF TUKWILA SEP 1 4 2017 MIT CENTER HEADER BELOW WALL V s B Project 16816 0.000000000 Sheet FOOTING SCHEDULE (1500 PSF BRG.) R'c = 2500 psi TTPE DIMENSION (INCHES) REINF, ALLOWABLE LOAD (KIPS) 'L' 'W' THK, LONGIT. TRANS./. L_F1 i 24' 24' 10' (3) '4 (3)'4 55 K El 14' DIA. 10' (2) '4 (2)'4 43 K F3D 36' 36' 10' (3) '4 (3) '4 12.4 K F35; 42' 41' 12' (3) '4 (3) '4 165 K • F4.0 45' 45' 11' (3) 5 (3) 5 216 K Ea F50 60' 60' 14' (6) 5 (6) 5 335 K SPREAD FOOTING DETAIL PROVIDE CRAWL SPACE VENTILATION A5 PER I5C SEC. 12033.1 'CRAULSP4CE AREA' x 1/i50 = TOTAL VENT AREA REQUIRED (SF) QTY. OF l'XI4' VENTS REQUIRED: 1513 5F/(300X0520) = 11 0 HDU5 HOLD DOWN W/ %' DIA. EPDXY BOLT (12' EMBED) 4x10 TYP. '`r-�--� 4x10 TYP. GAY'///////////////1//////////////// 46 12 9 / L ////////////////////////l V// I'-10 17'-9' 0 0 I'-0' 14x10 PT. 4x10 TYP. i '\ 4x10 TYP. /, A5U66 s`R_.. _. F45 ▪ CRAWL SPACE 16' MIN. CLEARANCE 6 MIL (BLACK) VISA VAPOR BARRIER 5, W/ MIN 12' LAP LF30 4' CONCRETE SLAB WITH 6 MIL. VAPOR BARRIER -94 OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 1/4':10' TO DOOR F3 6 F45 L J 0 0}' 16'-3' 6 A011b6 F30 ys / 4x10 TYP. 4x10 TYP. 4x10 TY 0 B +/ 4x10 TYP 4' CON ST FON ATION / MAIN FLOOR FRAMING FLAN DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SI-EARWALL SCHEDULE (1)(2)(4) WALL TYPE (5) SHTG. (3) EDGE NAILIN3 LENGTH x GAGE) (61AB. SPACING SOLE PLATE NAILING (GA.) ABUTTING VERT. PW EDGES ABUTTING HORIZ. PW EDGES (9) SOLE PT f1UD SILL BOUNDARY FRAMING (VERT) HOEDOWN TYPES REMARKS / DETAILS SHEAR (PLF) UPLIFT FORCE /�(T) \ DF 11W O50 8d a 2' OC. (1-Y�' X 0.131'1 sI5 AB. a 15' OC. 16d a 12' O.C. (3-)4' X 0.1359 3x6 2x6 FLATWISE 2x6 1x6 2-2x6 STHDI4 0 IV 295 plf 3.8 k A(8) IA 1/16' OSB 80a 41 oz. (2-f4' X OBI')16d 5/e AB.a 40' 0.C. a 12' 0C. (344' X 0.135') 2x6 2x6 2x6 1x6 2-2x6 STHD14RJ illa Wig 295 plf 38 k 1/16' 058 8d a 6' O.C. (1 fj'X0.1319 5/e lbd a 17400.E (3-)4' X 0.1359 2x6 2x6 2x6 2x6 2-2x6 5THDI4RJ 3 243 plf 3.8 k A - -1/16' OSB 8d a 6' oz. ' (2 X 0.131') %' AB. a 48' OO. Ibd a 11' OO. (3-$ X 0.135') 2x6 2x6 2x6 2x6 2-2x6 NONE , 123 plf 00 k NOTE FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' . 16'-6' ABU66 1 (2) 7X10 4'_5' 4'-5' FOUNDATION 4 MAIN FLOOR FRAMING NOTES: FOUNDATION VIE F; ER BEARNG WALL LLHEREESS NOTED ON PLAN OTHERLI15E ON FLAN. NOTE HDU5 HOLD DOWN W/ %' DIA EPDXY BOLT (12' EMBED) HDU5 HOLD DOWN W/ %. DIA EPDXY BOLT (12' EMBED) 1 2. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR ASSUMED ALLOWABLE BOIL LATERAL OR VERTICAL BEARING PRE, RESSURES. 3. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND FREE OF LOOSE MATERIAL OR WATER U54EN CONCRETE 15 PLACED. OVER EXCAVATION SHALL 5E FILLED CONCRETE THE SAME STRENGTH AS FOOTINGS. 4. FINISH GRADE AROUND THE PERIMETER OF THE STRICTURE SHALL BE DRANED AWAY FROM THE FOUNDATION FOR RAIN OR IRRIGATION WATER 5. THE CONTRACTOR SHALL FOLLOW THE AVAILABLE GEO-TECH. REPORT FOR THE RECOMMENDED SITE PREPARATIONS BEFORE CONSTRUCTING THE FOUNDATION 6. ALL WOOD. IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANT FIELD CUTS, NOTCHES, AND DRILLED HOLES SHALL BE RE -TREATED PER 4W'M14. 1. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL BE SIMPSON 'ZMAX' (G185 HDG PER ASTM A653). 5. PROVIDE DOUBLE JOISTS OR BEAM (FER PLAN) BELOW SHEAR WALL PARALLEL TO TO JOISTS.) NAIL WALL SOLE PLATE TO JOISTS OR BEMs PER SHEAR WALL SCHEDULE OR NOTE 8.OF SHEAR WALL SCHEDULE NOTES. 9. PROVIDE %' DIA GALv. ANCHOR BOLTS EMBED l' MN. IN CONCRETE. PROVIDE I4'X3'X3' GALVANIZED WASHERS AT EACH ANCHOR BOLT. 10. PROVIDE APPROPRIATE BLOCKOVT IN STEM WALLS OR FOOTINGS FOR PLUMBING N ELECTRICAL STUB -OUTS PER ARCH. PLANS. COORDINATE WITH GENERAL CONTRACTOR - II. PROVIDE CRAWL SPACE ACCESS PER IBC AND ARCHITECTURAL PLANS. COORDINATE LOCATION IN SITE WITH CONTRACTOR 12. PROVIDE CRAWL SPACE VENTILATION PER IBC AND FOUNDATION PLANS. DO NOT LOCATE VENTS WITHIN S' CF HOLDCLLN STRAPS OR HOLDOWN BOLTS. MAINTAIN 3'-0' CLEAR FROM EACH CORNER 13. FOR TYPICAL PLACEMENT OF HORIZONTAL REIN. IN CONCRETE, SEE 14/52. 14. FOR TYPICAL DETAIL FOR NSTALLATION OF PIPES NEAR FOOTINGS, SEE 8/52. 15. CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 P51 OR GREATER FOR BUILDING INSPECTOR VERIFICATION CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 1 PERCENT PER IRO TABLE 4072. SEE GENERAL NOTES IN SHEET 51 FOR ADDITIONAL REQUIREMENTS. 16. PROVIDE SQUASH BLOCKING BELOW ALL SOLID SAWN OR BUILT-UP 2X POSTS AL EXTERIOR OR INTERIOR STEM WALLS PER DETAIL 4/51. HDU5 HOLD DOWN W/ Vie' DIA EPDXY BOLT (12' EMBED) LEGEND INDICATES SPREAD FOOTING PER PLAN AND REINF. PER SCHDULE. INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING 4T THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. F3.0 INDICATES SHEAR WALLS WITH HOLDOUNS r///// G// J FOUNDATION STRAPS PER PLAN. SEE 35 s SHEAR WALL SCHEDULE AND ELEVATION, H INDICATES BEAM MARC NUMBERS PER PLAN AND STRUCTURAL CALCULATIONS. 4X10 '��I, I Q I \ INDICATES 4X4 POST BELOW CONT. FLOOR L F- BEAMS OR 4X6 POSTS AT FLOOR BEAM - SPLICE. (TYP.) INDICATES ROUND OR SQUARE SPREAD FOOTING PER PLAN AND SCHEDULE. INDICATES % TUG PLYWOOD - N41L WITH 8d a 6' O.C. EDGES AND ad a 10' O.C. AT INTERMEDIATE FRAMING MEMBERS SHEAR WALL SCHEDULE NOTES (MAIN FLOOR): I. SHEAR WALLS NOTED N SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 11' O.G. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MNIMUM SHEAR PANELS WITH EDGE NAIL SIZE M4TCHNG SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' OL. FIELD NAIL SPACING SHALL BE 12' 0.0 3. SHEATHING SHALL BE 1/6' 05B UNLESS SPECIFIED 15/32' STRUCTURAL IN SCHEDULE. 4. EXTERIOR 5HEAR WALL FRAMING SHALL BE 2X6 HEM FIR 4 UNLESS NOTED 'DE' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE SPACED AT I6' 0.C. 5. NTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR 4 SPACED AT 16' OL. 6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMIPI 2X6 (2X6 WALLS), (2)1X4 (2X4 WALLS), OR SOLID SAWN POSTS 4S NOTED IN THE SCHEDULE. 1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED N SCHEDULE. ALL VERTICAL ABUTTING SHEATHING ED� 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. K 8. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE NAILING SHALL BE I6c A4Ei) ZQI 12' OL (MAX OR LESS AS SPECIFIED IN SCHEDULE) (PERMIT CENT 9. MUD SILLS SHALL BE 2X6 14F'2 P.T. CONTINUOUS AROUND PERIMETER OF FOUNDATION WALL. 10. FOUNDATION ANCHOR SHALL BE %' DIA. X 10' AB. FOR 2X6 MUDSILL OR %' DIA X U' AB. FOR 3X6 213D51LL5. IF NOT SPECIFIED BY THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48' OC. ALL ANCHOR BOLTS SHALL BE EMBEDDED IN CONCRETE l' MIN PROVIDE (2) MINIMUM AB.'S FOR EACH MUDSILL SECTION II. PROVIDE 3')X3'X1V GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3'X3'XY4' GAL. WASHERS WITH DIAGONAL SLOTTED HOLES IF STANDARD OJT WASHERS ARE USED AND PLACED ABOVE THE SLOTTED PLATE WASHERS. 7 ILA U N Q a N U a 2 N S '4 C EPC66 T1P. 6X12 ROUGH SAWMM 6' LVL 5'. X113 BEARING WALL 6XI0 fi==F STRAP NAIL TOO C0NT. ISBL I JOIST AND BEM EPC66 TYP. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 5164 >4 11,4 X 5 4X12 GL 29'-6' OVIDE BLOCKING AT ALL SUPPORTED PANEL EDGES THIS AREA NAIL W/ 8d a 10' P.G. EDGES AND FIELD NAILING 11 6X10 r v TOP CF BEAM AT PLATE EPC66 0 //////////// 2 6XI2 ROUGH SAWN H6 TWIST STRAP EACH SIDE OF BEAM 19 LVL 5,4XI04 ECCQ16 6XI0 UPPER FLOOR FRAMING PLAN 5'.XII'. EPC66 TTP. SHEARUJALL SCHEDULE (°(2)f4) WALL TYPE (5) SHffG. (3) EDGE NAILING (LENGTH z GAGE) (6) SOLE PL NAILING ABUTTING VERT. PUI EDGE5 ABUTTING HORIZ. PW EDGES (8) SOLE PL BOUNDARY �4MI2,4 (VERY) HOLDOLN TYPES REMARKS / DETAILS SHEAR (PLF) UPLIFT FORCE VI6' O50 84 e 6' 00. (2 ' X 0.131') 16d 6 6' 0C. (3 /2' X 0.135') 2x6 2x6 2x6 2-2x6 MST31 OR MSTC6683 �� B1 p1T 05 k E 7® 1 1/16' O58 ad a 6' OC. (2 y' X 0.131') Ibd a 6' O.C. (3 i. X 0.135') 2x6 2z6 2x6 1-2x6 NONE 223 Or 32 k NOTE FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' . 3'-0' MONO -TRUSSES e 16' O.C. EPC6 0 ('-6' O.H. TYP. FLOOR FRAMING NOTES: 1. ALL EXTERIOR HEADERS SHALL BE 6XI0 DF.2 UNLESS NOTED OTHERWISE ON PLAN ALL INTERIOR HEADERS SHALL BE 4X10 DP2 UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALL STUDS SHALL BE 2X6 HEM -FIR Q SPACED Al 16' O.C. UNLESS NOTED OTHERWISE ON PLAN ALL INTERIOR WALL STUDS SHALL BE 2X4 HEM FIR 7 SPACED AT 16' O.C. UNLESS NOTED OTHERWISE. 3. FOR TYPICAL WALL FRAMING OR SHEAR WALL FRAMING SEE ELEYATION ON SHEET SL 4. PROVIDE SOLID BLOCKING BELOW BEARING WALL OR SHEAR WALL PERPENDICULAR TO JOISTS. NAIL SOLE WALL SOLE PLATE TO BLOCKING PER SHEAR WALL SCHEDULE OR NOTE 8. OR SHEAR WALL SCHEDULE NOTES. 5. PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE OR NOTE 10. OF 5HEAR WALL SCHEDULE NOTES. 6. PROVIDE JOIST BRIDGING PER JOIST MFR'S RECOMMENDATIONS. 1. PROVIDE SOLID 2X OR LVL RIM JOIST AT EXTERIOR WALL PER DETAIL AND PLAN NAIL WALL SOLE PLATE TO RIM WITH PER SHEAR WALL SCHEDULE OR NOTE 10.0E SHEAR WALL SCHEDULE NOTES. 5. NAIL J01515 1O BEARING WALL TOP PLATES OR TOP OF BEMs WITH (2) 10d TOE NAIL EACH SIDE. 9. ALL 121000 IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED :PRESERVATIVE. ANT FIELD CUTS, NOTCHES, OR DRILLED HOLES SHALL BE RE -TREATED WITH AUIPAM4. 10. ALL FASTENERS 1 HARDWARE IN PRESSURE TREATED WOOD OR FIRE -RETARDANT WOOD SHALL BE '731AX'(GI55 HDG PER ASTM A653). 2XI2 P.T. JOISTS AT 16' 0.C. 2X5 FLAT BRACE BELOW JOISTS. ATTACH EACH END WITH SIMPSON L10. ATTACH TO EACH JOIST WITH (3) 16d G4LV LE EN (POSTS ABOVE) INDICATES 6X6, 4X4, OR (X) 2X BU. POSTS ORIGINATING AT 11HI5 LEVEL AND '- SUPPORTING POINT LOADS FROM ABOVE. U 8 a INDICATES 6x6, 4X4, OR (X) 2X NJ. POSTS ORIGINATING AT LOWER LEVEL AND SUPPORTING POINT LOADS FROM THIS LEVEL AND ABOVE. INDICATES SPECIAL POST/BEAM CAP PER PLAN OR GENERAL NOTES. FLUSH BEAM INDICATES TOP OF BEAM AND JOIST FLUSH. it �r it it INDICATES MANUFACTURED 'I' JOISTS OR SAWN JOIST SUPPORTED BY FACE MOUNTED SIMP50N HANGER l////////// J�� ~M^ Q5 �Sf3) LEVEL. SEE SHEAR ic TWALL ES HSCHEDULE EAR SAND SELEVATION. INDICATES WALL STRAPS PER SHEAR WALL SCHEDULE AND PLAN. INDICATES SPECIAL BEAM MAR: NUMBER O - PER PLAN AND STRUCTURAL 6XI0 CALCULATIONS. SEE WALL ELEVATION CN �.- 51 FOR FRAMING REQUIREMENTS. BEAM PER PLAN INDICATES WALL BELOW INDICATES WALL AT THIS LEVEL. INDICATES Ja' TIG PLTWOOD - NAIL WITH ad a 6' O.C. EDGES AND 5d a 10' O.C. AT INTERMEDIATE FRAMING MEMBERS POINT LOAD FROM ABSeCEIVED PROVIDE (2) 2X6g1-9.0UKWILA ABOVE BEAM PER PLAN SEP 1 11 2017 SHEAR WALL SCHEDULE NOTES (UPPER FLOOR): PERMIT CENTER I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FR4MMG SPECIFIED AND BE SPACED AT 12' 0.C. SHEAR NAILING APPLIES 10 ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' OC. FIELD NAIL SPACING SHALL BE 12' OZ. 3. SHEATHING SHALL BE 1/16' 058 UNLESS SPECIFIED 15/32' STRUCTURAL IN SCHEDULE 4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR 4 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FR4111NG SHALL BE SPACED AT 16' OC. 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR 4 SPACED AT 16' 0.0 6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X5 (2X6 WALLS), (2) 2X4 (2X4 WALLS), OR SOLID SAWN POSTS A5 NOTED IN THE SCHEDULE. 1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 A5 NOTED IN SCHEDULE. ALL VERTICAL A5)TTING SHEATHNG EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. 8. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE NAILING SHALL BE 16d SPACED 12' 00 (MAX OR LESS AS SPECIFIED M SCHEDULE) u 1iH 0 .4 I ROOF FRAMING NOTES: CONTRACTOR NOTE: REFER TO TRUSS MANUFACTURER DWG. FOR TRU55 LAYOUT AND TYPES. USE THIS DRAWING FOR LOCATION OF SPECIAL BEAM SIZES, GIRDER TRUSS AND BUILT-UP POST LOCATIONS. 1'-6' O.H. 0 COOFON4TIRN OF CONSTRICTION, AICLIET NS VERWICATION OF DITIESIONS 1 FIELD COMMON% 16 THE RESF10N01BILR7 OF THE COMPACTOR ANY DISCREPANCIES S34LL I3E DRAW TO TFE ATTENTION OF 114E DESIGN TEAM PRIOR TO CONSTRICTION. 1'-6' D.H. TYP. YP. _ q BEARING WALL I I 5/4T/4 - IN NE OF ROOFB C r▪ ks 1'-6' O.H. TYP 8 HIP MASTER DG LT RIDGE LINE LINE OF ROOF BLW. ROOF FROM I NCB PLAN 1'-6' O.H.. TYP. 00 X C Py Q D.S. 4 wI mI --rr— '5 O ✓ PROVIDE MIN. 22'X30' ATTIC ACCESS INSULATE AND WEATHER STRIP .12 LINE OF ROOF BELOW DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL pRAWINGS. I I I 3 53 I. ALL EXTERIOR HEADERS SHALL BE 6X8 0P2 UNLESS NOTED OTHERWISE ON PLAN ALL INTERIOR HEADERS SHALL BE 4XI0 DF7 UNLESS NOTED OTHERWISE ON PLAN. 2. SEE GENERAL NOTES AND TRUSS NOTES BELOW FOR TR155 DESIGN SPECIFICATIONS. 3. ALL SALLN ROOF JOISTS SHALL BE 14P2 OR BETTER AND SPACED AT 24' O.G. INLESS NOTED OTHERWISE. 4. PRE-MFRD. TJI JOISTS SHALL BE OF THE SIZE AND SERIES SPECIFIED ON THE PLAN. VERIFY MFRD, PLACEMENT PLAN WITH STRJCTURAL. NOTIFY THIS OFFICE OF ANY CONRICTS IN LAYOUT BEFORE INSTALLATION 5. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBC. SEE ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. 6. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. WOOD TRUSSES (IBC 2303.4) SHALL ESE: I. DESIGNED PER IBC 2303.4.1.1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION AND ANT ADDITIONAL PONT LOADS, UNIFORM LOADS, OR DRAG STRJT FORCES NOTED ON FRAMING PLANS. 2. NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 PSF LOCATED IN THE PLANE OF THE TRU55. THE MAXIMUM STORAGE SPACE ABOVE THE BOTTOM. CHORD SHALL BE LESS THAN 42' HIGH AND 24' WIDE. 3. ATTIC TRUSSES SHALL BE DESIGNED FOR FLOOR LOADS LISTED IN THE DESIGN CRITERION AND LOCATED IN AREAS NOTED ON THE FRAMING PLANS. 4. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.1.1) SHALL INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INCLUDING 4 MISS PLACEMENT DIAGRAM (2303.422.. TRUSS INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED ENGINEER IN THE STATE Of WASHMGTON. APPROVED TRUSS DOCUMENTS SHALL REMAIN ON THE JOB SITE FOR INSPECTION. 5. ALTERATIONS (2303.45): TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED, SPLICED, OR OTHERWISE ALTERED IN ANT WAY WITHOUT WRITTEN APPROVAL OF THE TRUSS DESIGNER ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANT MEMBER (E.G. HVAC EQUIPMENT, PIPING, ETCJ SHALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER 6. TPI 1 SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE OF METAL -PLATE -CONNECTED A.100D TRUSSES SHALL BE IN ACCORDANCE WITH TPI I. T. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFIC4TION5. 8. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE 51MP50N 14-1 CLIPS AT EXTERIOR BEARING WALLS. AT GABLE END TR15SE5, PROVIDE SIMPSON A35 AT 24' 0.C. S. PROVIDE STC CLIPS AT ALL TRUSSES OVER NON -BEARING WALLS. LEE vp NDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT LOWER LEVEL AND SUPPORTING POINT LOADS FROM THIS LEVEL AND ABOVE. INDICATES SPECIAL POST/BEAM GAP PER PLAN OR GENERAL NOTES. INDICATES SPECIAL BEAM MARC NUMBER O 6XI0 L CALPLAN AND L ULATIONS. SEE LA E WALLELEVATICN ON -,- 51 FOR FRAMING REQUIREMENTS. 1 DICATES WALL BELOW FLUSH BEM' " —' DICATES TOP OF BEAM AND JOIST FLUSH. it ,r lr �NDIC4TE5 MANUFACTURED TRUSSES OR /r SAUN JOIST SUPPORTED BY FACE MOUNTED SIMPSON HANGER INDICATES N6' 05B SHEATHING - N41L WITH ad a 6' O.G. EDGES AND Sol a 12' 0.0. AT INTERMEDIATE FRAMING MEMBERS (TYP) RECEIVED CITY OF TUKVJILA SEP 1 4 2017 PERMIT CENTER (FIELD CHANGE) ,00$ rives . " REVISIONS No changes shall be made to the scope of work without prior approval of Tpla-ila Building Division. rcYra wO require a new plan submittal an-1 may ude additional plan review fees. PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By: 1---• 7,r/B,t/ti Date: It—)14-1c9 1'0NiNG: SETBACKS: Permit No f Plan review ,`,Tproval is subject to errors and omhions. Approval of consiruciion documents does not aulhari-3 the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledoed: DEC 0 6 2016 LA)1Z City of Tukwila BUILDING DIVISION MAX. BUILDING HEIGHT: COVERAGE: MAX, STRUCTURAL: MAX. IMPERVIOUS: WATER: SEWER/SEPTIC:: ROM) ACCESS: STREET ACCESS: LEGAL DESCRIPTION: Date: 078000-0070 DESIGN TEAM: R, RESIDENTIAL City of Tukwila 14,040 sq. ft,. BUILDING DIVISION 0.32 5E-3 -23-4 N/A N/A 1,DR FRONT: 20 FEET ENGINEER: REAR. 10 FEET SIDE(S): 5 FEET 30 FEET PUBLIC LEGAL/UNDEVELOPED BEST'S REPLA'I' OF BLOCKS 11, 12, 13, 14 & 15 POTTERY WORKS ADDIT E IIALF OF LOT 1 AND E HALF OF N HALF OF LOT 2 BLK 12 Flat Block: 12 Plat Lot: 1 & 2 BUILDER: URBAN DESIGN GROUP 519 RAINIER AVE N. SUITE: 4200 RENTON, UJA. 95031 (206) 1335-5250 paveleurbandesigns.us CONTACT: PAVEL MELNIK NN ENGINEERING P.O. BOX 39651 LAKEUJOOD, WA 98499 (253) 250-6651 nnengineering ecomca stnet CONTACT: NORM F. NAVARRO SEMPATE PERMIT REQUIRED FOR: (3 Mechanical agectrIcal O Plumbing a Gas Piping Cr:/ of Tukwila 80'""1-5 DIVISION RECEIVE( OCT 0 4 2016 TUKWILA PUBLIC WORK: REnEIVED CITY OF IUKWILI1 SEP 3 0 2016 PERMIT CENTER bt--o2(pg z .‘1 0 0- 10 PAT09-26-2016 CIENERAL NOTES INTERNATIONAL RESIDENTIAL CODE 2015 EDITION AND 4LL APPLICABLE CODES AND AUTHORITIES HAVING JURISTICTION TO BE FOLLOWED. 2015 INTERNATIONAL RESIDENTIAL CODE 2015 WASHINGTON STATE ENERGY CODE CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION 1 PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER 15 PROVIDED, FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE MIX AND 28 DAY STRENGTH OF CONCRETE - BASEMENT WALLS 4 FOUNDATIONS 1 OTHER CONCRETE NOT EXPOSED 2,500 P51 TO WEATHER: - BASEMENT SLABS 4 INTERIOR SLABS 2,500 PSI 1 INTERIOR SLABS ON GRADE, EXCEPT GARAGE DOOR SLABS - BASEMENT WALLS 4 FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED3,000 P51 TO THE WEATHER: - PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO WEATHER, 4 GARAGE 3,000 P51 FLOOR SLABS: GARAGE FLOORS TO SLOPE I/8'ZFT. MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE TO BE 5-4IR ENTRAINED CONCRETE SIDEWALKS TO HAVE 3/4' IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCRETE COVER OF REINFORCING 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 1/2' CONCRETE EXPOSED TO EARTH OR WEATHER 1 IR' BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER 3/4' SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER LAP COLUMN VERTICALS. CLASS 'A' CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. CARPENTRY GENERAL ALL. FRAMING TO COMPLY WITH ENGINEERING S-SHEETS FOR NAIL SIZES AND SPACING. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 15" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETANDANT-TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL. REFERENCE SHEET-SI FOR SPECIES AND GRADE (BASE DESIGN VALUES) BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3"X3"X323" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10'-0" FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8" DIAMETER AT 6'-0" O.G. MINIMUM 1" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" COX T4G, UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. 055 SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. WOOD TRUSSES ALL. ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS 50 45 TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. SEE SHEET-SI FOR DESIGN CRITERIA INSULATION AND MOISTURE PROTECTION GENERAL INSULATION BAFFLES TO MAINTAIN I" ABOVE BATT INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS. • R-10 RIGID FOAM INSULATION ON 4X EAAERS AT EXTERIOR WALLS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER 4S TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHILL EXTEND 'O '. nE SURFACE OF THE EXTERIOR WALL FINISH ANC SHALL BE INSTALLED TO PREVENT WATER FROM FEENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLSHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER A5 TO BE LEAKPROOF, EXCEPT THAT SELF- FLASHING WINDOWS HAVING 4 CONTINUOUS LAP OF NOT LESS THAN 1-1/8' OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING* JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIALS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3- UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO 4 WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. '1. AT BUILT-IN GUTTERS. - ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEACKAGE AROUND THEIR PERIMETER WHEN IN 4 CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE -RATED AND MUST MEET THE ABOVE REQUIREMENT. - ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO OMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE. - Recessed Lighting Fixtures: 11hen Installed in the building envelope, recessed lighting fixtures shall be Type IC. rated and certified to have no more than 2D cfm a1r movement From the conditioned space to the ceiling cavity. The lighting Fixture shall be tested at 15 Pascals or 151 Ibs/ft2 pressure difference and have a label attached, showing compliance with this test method. Recessed lighting Fixtures shall be Installed with a gasket or caulk between the fixture and telling to prevent a1r leakage. VAPOR BARRIERS/ GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FROMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OP ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERT RATING LESS THAN ONE MAT BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH. A GROUND COVER OF 6 MIL (0.006")LACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT 4T EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WINDOWS, DOORS, HVAC, 4 ELECT. ECau,=. GLAZING MAXIMUM: ALL CLIMATE ZONES: GLAZING ;U' VALUE: VERTICAL (MAX): .30 OVERHEAD (MAX): 50 DOOR 'U' VALUE (MAX): .20 (DOORS W/ MORE THAN 50 CONSIDERED A WINDOW) Hv4C PERFORMANCE.: 'MED' OR AFUE - 155055SED LIGHT FIXTURES: IC RATED DOORS, WINDOWS AND SKYLIGHTS GENERAL COORS TO "Hz. EXTERIOR SHALL HAVE MAX, .,T,<.- TO :•1R4 36" DEEP LANDING. . BEDROOM EMERGENCY EGRESS WINDOWS Mjc Mu>1 NET CLEAR O_PENING OF 5.1 SQ. FT- MIN. NET C,,831 OPEN WIDTH OF 20" AND MINIMUM NET CLEAR OPEN'N_. H=IC,H1 G.' 24", MAXIMUM FINISHED SILL HEIGHT OF =4" 6,30`. E FACTORY -BUILT WINDOWS TO BE CONSTRUCTED T c.FERMI- MAXIMUM 'INFILTRATION OF 05 CFM PER LINEAL FOOT C°' OPERABLE SASH PERIMETER AS.TESTED 3" „517)( STANDARDS. 517E BUILT AND MILL WORK SHOP WOODEN SASH ARE EXEMPT FROM INFI;_TR4-10-4 ABOVE, BUT MUST BE MADE TI:G .TLY I. STRIPPED) OR CAULKED. SLIDING GLASS =: C% - =-. MAXIMUM INFILTRATION OF 05 C'-T7 SQUTARE FOOT OF DOOR AREA. SAFETY GLAZING SHALL BE LOCATED WITI-FP: .. INGRESS AND EGRESS DOORS, 2. SLIDING GLASS DOORS, SWINGING GLASS U,,,.,R-, 3. SHOWER AND BATHTUB ENCLOSURE'S 4.GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION4 BOTTOM EDGE IS LESS THAN 60" ABOVE THE' WALKING SURFACE GLAZING GREATER THAN 5 5.P. LESS THAN ID"ABOVE F„NISHIED FLOOR. Wlydcw sills+ 6122, 24' minimum sill +(eight exces:c 4 .e. ,a qow is oc:ea i, a 1or4'nct aev ce For 4' diameter Sphere ard Pet+ prevent'_( device that coma.: es with 6122- 'w?UCTURAL- NOTES L 41_1_ MA'542 2L5 AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. 3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING- LAC-GING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTUES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDI4N',NG THE WORK -OF ALL TRADES AND SHALL CHECK ALL DII"IEN5,0N5. ALL DISCREPANCIES SHALL BE CALLED TO 01, ENGINEER S. ALL DETAILS DESIGNATED A5 STANDARD OR'"Y�'IC�'=L ..._.- OCCUR IN ADDITION TO ANY OTHER 6PECI-°LP; DE2A.I_ 6. C00RDIATE WITH MECHANICAL, PLUMB''.c4,_,..- REQUIREMENT! FOR SIZE AND LOCATION REQUIRED FOR DUCTS, PIPES, ANa PIPE SLEEVES, '1_EC.' R CA'.. CONDUITS, AND OTHER ITEMS TO 8E EMBEDDED OTHERWISE INCORPORATED IN STRUCTURAL 7. PROVIDE ('¢'ENING! AND SUPPORTS, AS DETAILS FOR HEATERS, MECHANICAL EOL't � IN' VENTS, Pi1WG, ETC. ALL SUSPENDED MECHANICAL SHALL BE SWAY OR LATERALLY BRACED. ENECfrCO E orgy Code Compliance for All Climate Zones in Washington I/ac4 l,rornattan iota, cr • ents of the Prescri addleon, based on the its are checked as chosen ive Path below and incorporate the of the structure. the appropriate y It4e peimlt applicant. Date All Climate Zones . R-Value" U- actor" rvr:<;,n„mr u-Faca,r o/a a,3c aye ' :':-ak::I tin S: 1Ct;"' n/a We F p 45, 0026 .. oc Fraine weir" 21 int 0.056 R-VaW 21/21" '2056 30' 0029 -on f>rcre Yt'aII"` • 10/15/21 int4TB 0042 ;flab R-Value & Depth 10, 241 nia. d ble R402 1 3 Footnotes included on Page 2 -/c;ting unit in a residential building shall comply with sufficient option; from Table R406.2 so as to achieve rc ltown. minimum number of credits: t. Sn,i{I °walling Unit: 1.5 credits . less'rise 11,00 square feet n con,honee Boor ores with less than 200 square feet of fenestration ssn ,,.... - to e::,21iin ouildtng that aro greater than 500 squa,o feet of honied floor area but lees than 1500 ling un fs Table FF406.2 Summary 5.c',e1 D2Fongtton elope to O.S ..,at uan:l,ng EnFeleed lb k Zv Q - 7. c"rt Ve l: aim2,1 1.., _ at2 Nfice'r iia0n2g ane EF:c:en; cent latun Zc 15 1 e High Ele /,VAC Distr:bubon System 1.0 hc=e nt 4h'et er Heatrng 5a 0.5 Etficient 121 ater Heating 5b 1,0 cd Etfic.ent Water Heatrng Sc 1b F(hctent Water Heatrng 5d 0 _0 Renevrable Electric Energy 0,5 oral Credits ble R406 2 for complete option descriptions '05 i?-2 occupancies shall LJ "("1200 kwh 0.5 1.5 0.0 3.50 SI-EET NEDEX SHEET 0 ARCHITECTURAL PLANS Al GENERAL NOTES 4 PLAN PREVIEW .A2 MAIN FLOOR PLAN A3 UPPER FLOOR PLAN A4 ELEVATIONS A5 ESUILDING GROSS -SECTION A6 DETAILS 4 VENTILATION SCHEDULE STRUCTURAL ENGINEERING PLANS SI STRUCTURAL NOTES 52 FOUNDATION DETAILS 53 FRAMING DETAILS 54 FOUNDATION 4 MAIN FLOOR FRAMING PLAN 55 UPPER FLOOR FRAMING PLAN 56 ROOF FRAMING REVIEWED FOR CODE COMPLIANCE APPROVED DEC 06 2016 • City of Tukwila BUILDING DIVISION ' t -_ ___ L II ` `� CITY( i( ,I -...---' PER; l�. IIREVIEW ttb 'UI( P302016 MT CENTER 0. 9 N a N a 00 op ro z U TYPICAL FLOOR NOTES: 1. INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES GREATER THAN 24'. SMOKE DETECTORS TO BE HARD -WIRED AND INTERCONNECTED, WITH BATTERY BACK-UP PER CODE. 2. INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS. 3. ALL INTERIOR WALLS TO BE 2x4 0 16' O.C. O.N.O.) 4. ALL EXTERIOR WALLS TO BE 2x6 0 16' O.C. (UN.0.) 5. MAIN FLOOR HEADERS PER STRUCTURAL s 8'-0' AFF. CUN.0.) 6. WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 1. DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS B. PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS. 9. PROVIDE SOLID BLOCKING OVER SUPPORTS. 10 WHEN THERE 15 USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED 50 THAT THE AREA OF CONCEALED SPACE DOE5 NOT EXCEED 1000 5F. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF )i' GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS PER CODE. 11. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2' NOMINAL LUMBER OR OTHER APPROVED MATERIAL. 12. ASPHALT -SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER - LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6 INCHES WHERE \ JOINTS OCCUR PER CODE. 13. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: -THE TOP OF ALL EXTERIOR WINDOW 4 DOOR OPENINGS -INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO - UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS -CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM -WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL - AT WALL AND ROOF OR SOFFIT INTERSECTIONS -AT BUILT-IN GUTTERS 14. EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST 4 INTAKE OPENINGS TO BE A MINIMUM OF 3'-0' FROM PROPERTY LINE 4 MINIMUM 3'-0' FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/ BACK -DRAFT DAMPERS. 15. AIR EXHAUST 4 INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR GRILLS W/ 1/4' MINIMUM 4 1/2' MAX OPENINGS IN ANT DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS PER IRC R303.5. 16. DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED W/ BACK -DRAFT PAMPERS PER CODE. Il. ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEX AS REQUIRED BY SECTION R302a1 4 R302.92. 18. UNDER FLOOR CLEANOUT NOT MORE THAN 20' FROM 4CCE55 DOOR WITH AN UNOBSTRUCTED 30' WIDE X 18' HIGH PATH PATHWAY. CLEANOUTS ARE ACCESSIBLE. 12' CLEARANCE REQUIRED AT LINES LESS THAN OR EQUAL TO 2', 18' CLEARANCE AT LINES GREATER THAN 2'. (UPC 101.9) 19. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING AND BIFOLD DOORS SHALL BE CONSIDERED 4 HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING. GARAGE NOTES: I. GARAGES SHALL 5E SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 5/8' TYPE X GILLS APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % TYPE X GYPSUM BOARD OR EQUIVALENT. 2. _OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/5' IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8' THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE. IRC R309.1.1 4. IN SIESMIC ZONES 3 4 4, WATER HEATERS SHALL BE ANCHORED TO RESIST HORZ. DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE o POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD PER UPC SEC. 5105 5. PROVIDE OUTDOOR COMBUSTION AIR FOR WATER HEATER 6. GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL AND THE AREA USED FOR THE PARKING OF AUTOMOBILES OR OTHER vEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. CARBON MONOXIDE ALARM PER IRC R315.1 AND WAG 51-50-0901 FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SMOKE DETECTORS 4 SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH FLOOR AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A CEILING HEIGHT CHANGE GREATER THAN 24'. SMOKE DETECTORS TO BE 110v HARDWIRED, INTERCONNECTED, WITH BATTERY BACKUP PER IRC R-313 RINNAI ?3L.-151 TANKLESS W/ EFFICIENCY RATING OF 52 05T5 5 SHELVES PANT�2T 2' 15:-0° LINE OF FL000- ABOvE 3°6° PIC. 3ASE- VAULTED GUEST STE. 51'-0' 12-6' DEC<INQ STOOP 14-0' X 13'-5' BAT!a A/1...5_10z....--- BENCH �i COUNTER COAT HANGERS MUD _ M. COUNTE DIA.STEEL OLLARD OF WALL ABOVE -GARAGE DOO 10'-4` VAIN F, Ov1DEz HP.E 1 %P OR 2C: TED L'!/ SE_- CLOSER 4' CONG_ :3-OAR GARAGE 2 -0' X 311-0' [NOTE:'. WRAF, ALL WALLS PO57o, AF1S e 03(1)8G W/ 5/8' TYPE 'X' GW5 LINE OF WA_ .L ABOVE N SCALE: 1/4' 1'-0' • - b'-0' CMG. 15-6' X 141-10' INSTALL- 4( ' GAS FIREPL4 MANUF. SPEC° PROVIDE MIN. 16' X 24' CRAWL SPACE ACCESS INSULATE AND WEATHER STRIP 10'-0' CLG. FOYER ., -0' x 12 -0' . 10'-0' C)G. D1N1T`fGG 15-6' X 10 -6' 'd'I UP 18 RISERS m I A0 RAIL �,' GU5'-0' 6'0' �ry SD.Q;, ! 1 �-~ . i0'-0' CLG. T..--1 Ex I.O-0`2<10'-4'. LINE 05 WALL. ABOVE ^'OV'P P00 10'-5 x 6'-6 P:C fLL 1 R, UGH 54L11l POSTS Tr, ;0o5t-Fy(W - LIGIJLL0T.WEIGHT 5'(0, VENEER, TYP. 111-0' -00NC. WALL3L1AY 0 FP CORRECTION LTR#- REVIEWED FOR CODE COMPLIANCE APPROVED DEC 06 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 23 2016 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR Code. EdL'iI't<1 = GIs IF _ NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN AREA SUMMARY MAIN FLOOR: 1,13 sf. UPPER FLOOR: 1,149 sf. TOTAL: 3,322 sf. GARAGE: 615 el'. OUTDOOR RM: 125 sf. ENTRY PORCH: 65 sf. CO CO 1.6 a N a e z V eNNI Project # 16168 Sheet 2 I' DATE: 09-26-2016 TYPICAL FLOOR NOTES: i, INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES GREATER THAN 24'. SMOKE DETECTORS TO BE HARD -WIRED AND INTERCONNECTED, WITH BATTERY BACK-UP PER CODE. 2. INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS. 3. ALL INTERIOR WALLS TO BE 2x4 a 16' O.C. (UN.0.) 4. ALL EXTERIOR WALLS TO BE 2x6 s 16' 0.G. (UN.O.) 5. UPPER FLOOR HEADERS PER STRUCTURAL o 8'-0' AFF. (UNO.) 6. WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 1. DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS B. PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS. 9. PROVIDE SOLID BLOCKING OVER SUPPORTS. 10 WHEN THERE 15 USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED 50 THAT THE AREA OF CONCEALED SPACE DOE5 NOT EXCEED 1000 SF. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF $' GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS PER CODE. 11. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORT AN EFFECTIVE FIRE BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE ROOF SPACE, FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2' NOMINAL LUMBER OR OTHER APPROVED MATERIAL. 12. ASPHALT -SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6 INCHES WHERE JOINTS OCCUR PER CODE. 13. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: -THE TOP OF ALL EXTERIOR WINDOW / DOOR OPENINGS -INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO -UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS -CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM -WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL -AT WALL AND ROOF OR SOFFIT INTERSECTIONS -AT BUILT-IN GUTTERS 14. EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST 4 INTAKE OPENINGS TO BE A MINIMUM OF 3'-0' FROM PROPERTY LINE 4 MINIMUM 3'-0' FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/ BACK -DRAFT DAMPERS. 15. AIR EXHAUST 4 INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR GRILLS WI 1/4' MINIMUM 4 1/2' MAX OPENINGS IN ANY DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL (LEATHER CONDITIONS PER IRC R3033. 16. DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED W/ BACK -DRAFT DAMPERS PER CODE. 11. ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEX AS REQUIRED BY SECTION R-302.9,1 4 R302,92. IS. UNDER FLOOR CLEANOUT NOT MORE THAN 20' FROM ACCESS DOOR WITH AN UNOBSTRJCTED 30' WIDE X IB' HIGH PATH PATHWAT. CLEANOUTS ARE ACCESSIBLE. 12' CLEARANCE REQUIRED 4T LINES LESS THAN OR EQUAL TO 2', IB' CLEARANCE AT LINES GREATER THAN 2'. (UPC 101.9) 19. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R306.4.1. SAFETY GLAZING. CARBON MONOXIDE ALARM PER IRC R315.1 AND WAG 51-50-0901 FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SMOKE DETECTORS A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH FLOOR AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 4 CEILING HEIGHT CHANGE GREATER THAN 24'. SMOKE DETECTORS TO BE 110v HARDWIRED, INTERCONNECTED, WITH BATTERY BACKUP PER IRC R313 41 5. 5°BI-FOLD . 9'-0' CLG. BEDRM. #5 11'-0' X 10'-4'+ � 1) OPTIONAL BEDRM- #5 51-01 4'-5* 4'-9" 9 -0' CLG. E3EE)Ri-I. 4)4 I1 -10-D' X 12 4 SLJ LINE OE WALL BELOW WHOLE HOUSE FAN W/ ALTO TIMER + MANUAL OVERRIDE �VI 6 e` Z'�o' _ �-' -4- \i-6 . 9'-0' CLG. MSTR STE. IS'-)0' X 14'-8' ___ TEGREESSL.R,.x.. -IC- '°54 CASE. LINE OF RCDOF B .=-I , I i✓l BATH SHOwE' 1;v1 4 , V jf y of 1 `s' ,411 41 X 12 ATFORm Si (LINE OF r'1'OOF BLW. Q CLG, / 9'-0' 'CLG. LEISURE R1-1. I1'-4' X112'-4' , j PROVIDE MIN. 22'X30' ATTIC ACCESS INSULATE AND WEATHER STRIP A 9'-0' CLG. BEDRM. #2 10' -6' X 12.-2' EGF:EE 3'-O' , 3'-0.1 • L LINE OF WALL BLW. \ BLW, REVIEWED FOR CODE COMPLIANCE APPROVED DEC 06 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 23 2016 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR NOT REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THI5 PLAN AREA SUMMARY MAIN FLOOR: UPPER FLOOR: 1,513 sr. 1,149 sf, TOTAL: 3,322 sr. GARAGE: 615 sr. OUTDOOR RM: 125 sr. ENTRY PORCH: 65 sr. 0 2) 0 m a wa Ga 12 —COMP. SHINGLES TYP.5:I2 12 12 5:12 BUILDING HEIGHT ABC, 12 —COMP SHINGLES TYP. 5:12 5:12 OBSCuRE GLASS TOP OF RIDGE PL. . PORCH LEFT. (NORTH) ELEVATION L 5:12 —COMP. SHINGLES TYP. • 4:12 -141- 0 (;) TOP OF RIDGE COTIF. ROOFING, TYE,. PL. UPPER FLOOR CONT. InuTAL Ctu, ,ER ON sp4N-1,,, ON 5/4x5 FASCIA BOARD TYP. ROUGH SAWN POST/62 - TYPICAL MAIN FLOOR COMP. SHINGLES ?YIP 5:12 12 \ \ ss \ 1. 11 t,t OBSCURE GLASS 5:12 ,SH',1LES TYF L. ORCH 512 512 2 00140544 542N BEA 030544 SA EA 4." I 71054471905117 STONE VENEFR, TYP. TYP. AVERAGE BUILDING ELEVATION 4 25.5.62' 1 SAFETY GLASS . GARAGE DOOR 4, i i ELEV4TION1 NOTES: I. VERIFY SHEAR WALL NAILINCI 44000/5 PER 71.4N PRIOR TO INSTALLING 917114 2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 3. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR 4/ALL ENVELOPE FER I.RC. 07038 4. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. 090523 5. PROVIDE WEATHER STRIPPING AT ALL, EXTER'OR s GARAGE -INTERIOR DOORS. 6. PROVIDE CONTINUOUS GUTTERS 4 06..N3P13.i.F;;, /144 F'..VES, TYP. 1. ADDRESS OR HOUS.F. NUMBER TO PE POSTED ANC: vISIBLE FROM THE STF.E.ET FRONTAWE, r-III44 4' I-494:444, I.;2' FROKE. WIDTH AND CONTRASTING BACKGROUND. 8. PROVIDE STAIRWAY" LLUMINATIc!...; FER 9. SEE SWEET Al FOR ADDITIONAL_ Noi,Es, 10. 1111011105 SURFACE DRAINAGE 6' 4.8MN. AWAY FROM HOUSE FOOTPRINT iRC. R4013 5:12 5:12 1 L411-StDING 5:12 / / / 11 11 11 12 LAP SIDING - 5:12 IGI-IT (SOUTH) ELEVATo SCALE: 1/4' t 1'-0' L. LIFFIS Fy 2,7 , 4,== 5:12 J r GAtTAGE SLAB . 2553' GLAZINC. IN ALL FiXE.D ANC OPERABLE PANELS OF SWINGING. SLIDING' ,..Nr; BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCAT011, 133•064-.1. „SAFETY GLAZING. LIGHTWEIGHT STONE vENEEK, TYP. zz FRONT (WEST) ELEVATION SCALE 1/4' / 'Th440013 PANEL 5101110, TYP. — 260.0' —2580 12 ---COMP. SHINGLES 47p.-- 5:12 --COMP. SHINGLES TYR — 5:12 AVERAGE BUILDING ELEVATION 4 255.62' WAP — \ • yr= / \ 1 '.. ,. 4 rl rl SOFFIT, VENT t IN&CATE CANT'd W/ R-30 INSUL. irrr fr,,- i--- IR li; IIII, a V s II, 1 'REA (EA 12 COMP. SHINGLES TYP.- 5:12 LAP SIDING - --/ / \ \ / \ / \ .. N / \ -----,, / — ELEVATION SCALE:1/4' NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN 256.0' 254.0' REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 23 2016 PERMIT CENTER —2600' —258.0' -- 256.0' —254.0' NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANT OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WOW- DESIGNER SHALL NOT BE SPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR T.) 42 42 Q. 0 z (>6 3 4t, 19 12 Project # : 16168 Sheet A4 2012 IRC Section R30211 Flreblockln.. In combustible construction, fireblocking shall be provided to cut off all concealed draft openinge(both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof apace. Flreblocking shall be provided In wood -frame construction In the following locations: I) In concealed spaces of stud Ovalle and partitions, Including furred apacee and parallel rows of etude or staggered studs as follows: a) Vertically at the telling and floor levels. b) Horizontally at Intervals not exceeding 10 feet. 2) At all Interconnections between concealed vertical and horizontal spaces such ae occur at aofflta. drop cellIngs and cove cellInge. 3) In concealed spaces at stair stringers at the top and bottom of the run. Enclosed spaces under stairs 5hail comply with Section R-302.1. 4) At openings around vents, pipes., ducts, cables and wires at ceiling and floor level, with an approved material to resist the free paeeage of flame and products of combustion. The material filling thls annular space shall not be required to meet the ASTM E 136 requirements. 5) For the fireblocking of chimneys and fireplacee, Bee Section R1003.15. 6) Flreblocking of cornices of a two-family dwelling la required at the line of dwelling unit separation. Fire blocking materials shall coneist of material listed In Section R302.11.I. Looee-fIll Ineulation material shall not be cell tested In the form and manner Intended. The integrity of all fireblocks used as a fireblock unless epeafl y g y shall be maintained. Draftstopping: When there le usable space both above and below a concealed apace of a floor/telling assembly, draftatops shall be Installed so that the area of the concealed space does not exceed 1000 square feet. Draftetope shall divide the concealed apace Into approximately equal areas. Draftetopping materials shall consist of materiale listed In Section R302.12.1. DraftetoppIng materiale shall not be leas than V2U.00517 Inch gypsum, 3/8 Inch wood etructural panels or other approved materials adequately supported. The Integrity of the draftetops shall be maintained. TOP PLATE BOTTOM PLATE TOP PLATE BAND JOIST OR BLOCKING SILL PLATE RAFTERS AND CEIUNO JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST - SEE ORILUNG AND NOTCHING PROVISIONS SECTION R502.B� BAND JOIST OR BLOCKING BOTTOM PLATE JOIST CRAWL SPACE OR BASEMENT FOUNDATION /./\\\ '///•\4\W ,\\V!//\\ PLATFORM FRAYING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMBS 't SPAN FOR BLOCKING AND BRIDGING -SEE SECTION RS02.7 BEARING WALL INTERMEDIATE BEARING WALL LAP JOIST 3IN. MIN. ORSPLICE--SEE SECTION RS02.ti.t FLOOR TOP PLATE - SEE DRILLING AND NOTCHING PROVISIONS SECTION R662.6.1 WALL STUD - SEE DRILLING AND NOTCHING PROVISIONS SECTION R602 6 JOIST NAILED 70 S1UD 1 IN. ✓ 41N. RIBBON CUT INTO Situp SEE SECTION RSn2.6 SEE SECTION R613.B FOR FIRE BLOCKING MONOLITHIC SLAB -ON -GRADE FOUNDATION BALLOON FPAMiNG Section 312.12: Rodent proofing: Strainer plates on drain Inlets shall be designed and Installed so that no opening exceeds I/2 of an Inch In the least dlmenelon. 312.12.1: Meter boxes shall be constructed In such a manner that rate cannot enter a building by Following the service pipes from the box Into the building. 312.12.: Metal Collars In or on buildings where openings have been made In walle, fioore, or callings for the passage of pipes, suci'I openings shall be closed and protected by the Inetallatlon of approved metal collars securely fastened t" the • adjoining etructure. 312.123: Tub Waste Openl ge Tub waste openings In framed construction to crawl spacers at or below the flret floor shall be protected by the inetaliatlon of approved metal collars or metal screen securely fastened to the adjoining structure with no opening greater than 1/2 of an Inch In the least dimenalon. • 2012 Uniform Plumbing Code with Washington State Amendmente (UPC) 4X4 DF'2 POST AT EFT O.C. ATTACHED TO 2XI2 JOISTS W/ (2))4' DIA x 6' LONG 10d COMMON NAILS BOTH THRJ BOLTS W/ NUT AND WASHERS SIDES STAGGERED AT 6' OL CONTINUOUS 2XI2 RIM JOIST 51MP50N A34 POST TO TOP PLATE 2XI2 FLR JSTS a 16' O.C. SECTION — HALF WALL FRAMING 2X6 16' O.C. STUD HALF -WALL INFILL W/ CONTINUOUS 2x6 CAP PLATE. 10d COMMON NAILS STAGGERED AT 6' OC, PPAP AV P ..F+°65S876g1AP a TYPICAL ROOF CON5I CTION ARCH. LAM. COMP. ROOFING OVER 15" ROOFING FELT OVERI/2' CDX OR 1/16' 055 51-1T'G (CCX PLYWD AT EXPOSED EAVES) MFG. ROOF TRUSSES e 24' OC. M. BAT ATTIC MANUFACTURED TRESSES 0 24' OG. TOP OF RIDGE p-40 i?4 3/4' T. 4 G. PLYWOOD OVER 2x12 FLOOR JO!STS. 1NSULAT!0NN.,- =5/8' G.WJ3. TYP. R-21 INSUL.= 12 ARGARAGE 'FOYER 3/47. ? G.00 /3.cot, - OVER 2XI2 FLOOR JOiST5 W/'R-30 INSULATION 4' TN!CK. CONC. SLAB /ER 4' COMPACT SAND • AND GRAVEL BASE 6 MIL (BLACK) V.B. BARR.'-R (BLACK) THROUGHOUT CRAWL SPACE MIN. LAP 12', TYP. 2 R-21 WANE.: STAIRWELL BELOW STAIR .INSTALL 1/2' • G.WB. ® CEILING I. WALLS 9414. 6749'�i411Ji�i�cfiitiiF 47 wA • AY� `y4�Z'9+'•>�^.uiaww�,sA'ae`$ ,�Dia`i0i'/�N/�i�l`i��OP6:6•&��i�46 �rcAac 6 MIL (BLACKK) VB. LINE OF POST 4 BEAM BEYOND SEE FOUNDATION PLAN FOR P1EMBER DIMENSIONS 5l1I,1DING COSSSECTION ',A' 'SCALE: 1/4' _ .'-0' INSULATION BAFFLE VENTED BLOCKING PL. UPPER FLOOR CONTINUOUS GUTTER OVER e' FASCIA 266 STUDS 16' O.G. W/ R-21 INSULATION TYP. 0, INISH PER ELEVATION 0' OVER 1/2' CDX OR 08.5. OVER 151b FELT OVER UPPER FLOOR PL. MAIN FLOOR FINISH PER ELEVATION OVER 1/2' CDX OR 0.5.B. OVER 151b FELT OVER 266 STUDS 16' O.G. MAIN FLOOR INISH G �ONO�N�i • REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 23 2016 PERMIT CENTER NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN NOTE: CONTRACTOR TO VERIFY ALL. DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE RESPONSIBLE. FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR W U W t W2� •• O. CLO. g co v rn2 tJ W T• a W 0 4 k 40, w Y mw 4 V IRC R311.1.1.3.) 1 I/4) DIA. MIN. HANDRAIL, CONT. FOR FULL LENGTH OF STAIR 6 0 .0 "4 01 I6d 4' O.C. GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4' DIA. SHALL NOT PASS THROUGH ANY OPENING HANDRAILS PER IRC R311.1,1 BALUSTERS TO CONFORM TO IRC R3I2.2 36' h1IN. STAIRWAY WIDTH PER !RC R311.1.I 10 MOL TRE BEAM PER PLAN BELOW STAIR INSTALL 1/2' G.W.B. a CEILING 4 WALLS (3) 2XI2 STRINGERS FIRE BLOCKING a MID -SPAN NOTE, GREATEST AND LEAST TREAD 4 RISER SHALL NOT VARY MORE THAN 3/6' (PER INC R311.1.4.1 4 R3I1.1.4.2) (3) Sol TOE NAIL STRINGER TO THRUST BLOCK JOIST CR BLOCKING a FLOOR BELOW INTERIOR STAIR - IPSOJ 12S5blEA. SIDE V PLYWOOD RISERS (3) 2 X 12 STRINGERS M TYPE °X" G.W.B. TYP. UNDER STAIR HANDRAIL PARTITION RAILING NOT TO SCALE HANDGRIP SECTION BTWN IV & 2" 12 PART BD. BULLNOSE HANDRAIL TREADS GLUED B. SCREWED (INSTALL AFTER ROOF ON) 0 RBpAALRLTUISTLERN (VERIFY STYLE) SHOE RAIL (M FOR BALLUSTERS NOSING OF TREAD 2 X 12 STRINGER 2 X BLOCKING PROVIDE M N. 36° CLEAR WIDTH AT STAIRWAYS SCALE 3/4" = P-0" STAIR 4 RAILING DETAIL INSULATION PER PLAN ----; 2X STUD WALL 3 PER FLAN 1/2' CDX PLYWOODEZ SHEATHING 2 LAYERS GRADE D BLDG. PAPER WEATHER RESISTANT BARRIER - CORROSION RESISTANT (GALv.) METAL LATH ADHERED STONE vENEE TYPE 'N' MORTAR JOINT TYPE 'N' MORTAR SEATING BED 26 GA GALV. CORROSION ski RESISTANT WEEP SCREED -OVERLAP BLDG. PAPER -LATH TO COVER 4 TERMINATE ON FLANGE FOUNDATION WALL 4' MIN. (SCREED TO GRADE) 2' (SCREED TO PAVEMENT) a ' 4' MIN. ABOVE THE EARTH, 2' MIN. ABOVE PAVED AREAS, AND MINIMUM ABOVE EXTERIOR WALKING SURFACES, PER INC R103.12.1. ADHERED VENEER 0/ 5 EAT IN CONT. DBL. TOP PLATE • R-I0 RIGID INSULATION a EXTERIOR SIDE OF WALL (S(4ADED AREA) 42‹ HEADE'R KING STUD EXTERIOR PLYWOOD TRIMMER NOT TO SCALE EAIDER/INSULATION ETAIL VENTILATION SCHEDULE 2015 WASHINGTON STATE ENERGY CODE I . M1507.3.3(1) 3(2) SYMBOL LOCATION MINIMUM FAN REQUIREMENTS 4Bath, A Powder, Laundry Min. 50 cfm @ 0 25" WG 4.1h_ •IFY B Kitchen Min. 100 dm @ 0 25' WG (Range hood or down draft ext)auM fan rated at mm.100 elm at 0.10" WG may be used for exhaust fan requirement ) C Whole House Fan MIN CFM = 105 MAX CFM. NO MA M1507 3 3(1) : (based on 3,322 at floor area & :7: bed:moms) "How rat)ng (9) 0 2P," %NG 'whole house tans !mated 4 ft. or less Iron) interior Tore tn hate a sone rating of 1.0 or less measured @ 0 1'' VVG per IRC M1507 3.4 INTERMITTENT WHOLE -HOUSE MECAHNICAL VON f ILA [ION . ' PER M1507 3.3(2) 105 CFM X 1.5 (66%) = 157.5 C,ILM INTERMITTENT WI IOLE HOUSE FAN AT 56,4, (1 5 FACTOR) RUNTIME PERCENTAGE IN EACH 4-([OUR SiGMENT.PER M 1507.3.3(2T , Ail fans to sent to outside All other requirements of 2015 IRC 2015 WHOLE 1-40USE VENTILATION OPTION I - INTERMITTEN WHOLE HOUSE VENTILATION USING EXHAUST FANS M1508.2 • FAN CONTROLS: 24 HOUR CLOCK TIMER WITH CAPACITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL 4 ACCESSIBLE. • WHOLE HOUSE FANS LOCATED 4 FEET OR LESS FROM THE INTERIOR GRILLE SHALL HAVE A SONE RATING Of-- 1,0 OR LESS AT 0.1 INCHES 5001. • OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL OUTDOOR AIR INLETS% WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW ESY INSTALLING OF DISTR1BUT,0N DUCTS, UNDERCUTTING DOORS, GRILLES, IRANSOMES. OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT AIMINNUM OF I/2' 'ABOvE FLOOR COVERING 1104 c EXHAUST FAN FLOW RATING PER TABLE Per WSEC R402.4, The building thermal Envelope shai!40/2 constructed to (Solt alr leakage. The results of the Lee). shall Cs. &Goad by the party conducting the test and pr,Adeo t., •Sr, code official 02402.4.12X. Per WSEC R403.1.1, at least one thermostat 'per dwelling unit snail capable of controlling the heating and cobline system or, a ' schedule. Per tUSEC R4032.2, puota, air hancikv,, an filter bakes shall be. sealed. Per WLSEC R404.1, A minimum of 15 percent of the lamps in permanently Installed Ilehtlno Fixtures shall be high -efficacy lamps.. DUCTS (503.10.1) • INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILING CANNOT DISPLACE REQUIRED INSULATION. / BUILDING CAVITIES CANNOT BE USED AS DUCTS DUCT TESTING (503.102) DUCTS LOCATED OUTSIDE THE. CONDITIONED, SPACE MUST aE TESTED. I I GLAZNG SCHEE) E El ; 'MAIN FLOOR KAM SINGH Residence WOW I MODEL TYPE NO, GAIApit c3.0-C;ETS.:(FL..p:___L_EA 1 j;10YEP I . 33LMILGARD VINYL PICTURE 5320 1/2' AIR YES 03 24.00 7.20 OLEN I ' l , 3 3: MILGARD MILGARD VINYL CASE 5521 1/2" AIR YES 0.3 18.00 5.40 OEN ' P J1 AS VINYL PICTURE 5320 1/2' AIR YES 0.3 24.00 7.20 i OEN t l j L P3 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 18.00 5.40 LI ; 03 MILGARD MILGARD VINYL VINYL CASE CASE 5521 5521 1/2" 1/2" AIR In YES YES 0.3 0.3 8.00 18.00 2.40 5.40 , 1,Mt GARD VINYL PICTURE 5320 1/2" AIR YES 0.3 18.001 5.401 MILGARC) JINYt. PICTURE 5320 1/2" AIR (ES 03 18 07:4 5 401 MEGARD VINYL CASE 5521 1/2" AIR YE.S 0.3 3500! 10.80[ R[MILGARD RAMILGARD VINYL PICTURE: 5320 1/2' AIR YES 03 -.4- 18 001 5.40; ilNYL SLIDER 5120 /2" AIR YES 0 3 35 CO'i 10 801 14 rALCARD VINYL S ,3 D 5621 1/2" AIR YES 0.3 64.001 I 19 20j MI1 T48RD AINYL IPICRIURE 5320 1/2' AIR 7044 0 3 18 00) 5.401 j.,_ j. , .,, MILCiARD VINYL CASE 5521 1/2" AIR YES 0.3 36.00i 10.801 ILIPPER FLOOR -SIMILCSARD [V(NYL [PICTURE 5320 1/2" IAIR YES 0.3 16.501 I 4.95 J ;MI! CARD [VINYL PICTURE 5320 1/2' AIR 300 0 3 - 27.501 8.25 "' ,_1 . I - ' , , I , R- ; . '1ls1A00 m,.MILSsARD ViNXI ..- r VINYL CASE - PICT...IRE 5521 5320 1/2" 1/2" AIR AIR YES YES 0.3 0.3 16 501 16-504 495 4.951 us,mnrs . ij ,, ; :MS D1.44P,O, IVINY1 ;CASE 5521 1/2" AIR YES 0 3 '16.501 4.95 ' , ; 1 ' , . ;.„ s v;,2 ,NYL iLM.IMF's , Ir. -GAP ILRNYI Is s G 7„. 5320 5521 1/2" 1/2" AIR AIR YES YES 0.3 0,3 16 501 I6.501, 4.95 8.95 Mlil MS MI, pm) LARD .•',--,D 'LL . V.Nm L. TPM.m JR:- 5320 1/2" AIR YES 0.3 -4 16.501 4.95 lv;NYL II, RAPE 5320 112' AIR YES 03 11.001 3.30 14 iViNml. 5521 1/2" 1/2" AIR AIR YES YES 0.3 0.3 18.00I 5.40 r . : _Er.: 5320 9.00I 2.70 j " ',LI; ,L,'Dm isf NMI t '-,.., 5521 1/2" AIR YES 0.3 18.00) 5 40I .M'I..m..mM) ;‘MNYI, im,M ,J1 :'s 5320 1/2" AIR YES 0.3 18.0011 5.40 . ;511, • -ARO IV:NY( [ t[ASE. 5521 1/2' AIR YES 03 18.00I 5.40 , • - l ; j PLILGARD LjLIMILCARD _VINYL [MILLSAITE LVITIYL IPICIURE \/TRFit IPICTUME 5320 1/2" AIR YES 0.3 G 18.0IG01_ 5.40 CASE 5521 5320 1/2" 1/2" AIR AIR YES -)YE8t-12 0 3 613 18 001__ 001 5.40 5.40 ,Il CARO iMILRAAFLD VINYL IBILTRIRE VIIYL 5320 1/2" 1/22) AIR AIR YES YES 03 4.01tr:L 1.20 1.20 PICTLIRE 5320 0.3 4.001 IMILCARD, !VINYL PIC DIRE 5320 1/2' AIR YES 0.3 8 00 2.40 60,-214),1 ,,,) PL4 DTA I .30 L CI.133S, ;SKYLIGHTS AND SKYWALLS 1 14 GLAZING % = WNO, TOTAL: 659.00 197.70 TOTAL 1 L I I DOORS WITH MORE THAN 50% GLASS -TOTAL: AVG, U-VALUE (VERTICAL. GLASS): HEATED AREA AVG U-VALUE = _ UA TOTAL (TOT 2) AL ,1EET3/inist-55-M- SKYLIGHT TOTAL: AVG. U-VALUE (OVERHEAD GLASSk AREA UA 659.00 TOTAL 1 TOTAL 2 659.00 S.F. = 19.84% 3322.00 S.F. 197.70 UA = 659 00 A 111J-VAR U RE TIFFTC. CERTIFIED OP OP FAIRED FROM WSEC TABLE 10-6A, B. C, D OR E 0.30 U-VALUE Foul ION VENT LAT 10 $ .f. 1573 s t / 150 = 7 Foundation Vents 98 s.i. - 25% reduct.,1/4"mesh = 785. s.i. / Vent Area = 7" Vents, Area = 808.50 s.i. is Greater than 755.04 s.i. Req'd 73.5 s.i. 10.27 s.i. 808.5 s.i. 755.04 s.i. Req'd Foundation Vents is',1'.7..RFEP.E ITH DIRECT LOAD PATH OF COLUMNS INSTALL POURTRVLEISE VAPOR RETARDER GROUND COVER LOCATE VENTS SO P,.S P ROV OE CROSS -VENTILATION OF CRAWL SPACE LOCATE ONE VENT tiVITHIN 3 Paii" OF EACH CORNER OF THE BUILDING NO OPERABLE LOUVERS AT VENTS VAPOR RETARDER FLOOR [ i 4 MIL POE( 1 M I FACE STAPLED BACKED BATTS 1 PLYWOOD WI EAT GLUE _._ WAIL I [ ji 4 MIL POLY I ', i FACE STAPLED BACKED BAITS r , ELVA PAINT J. I L ) ^,M_ !',C:,Lm I FACE STAPLED BACKED BATTS ii PVA PANT T i ,11 g PON ii "001- AVERAGE 12" ABOVE INSULATION REVIEWED FOR tODE COMPLIANCE APPROVED 1. DEC 0 6 2016 • ISitfike HeatinESLelem Size: Washington State Erb, lss59 avian, wring...aviator is based on the Prescriptive Requirements °litho 2012 Washington State Energy Code ONSEC) end ACCA Sgsniinls ,) and S This caeutator .11 calculate heating loads only. ACCA procedures for siang cooling systems should be used to determine cooling goals. rl-o ganng iviridow) and door partial of this calculator assumes the installed giazing and door products have an area weighted average Li -factor of 0.30. The incorpnrawl insulation requirements are the minimum proscriptive aineunts specified by the 2012 WSEC. Please Ell out all of the green drop-dugns and boxes that are applicable to your Project. As you make selections in the drop -deigns far each sealon, some agues vali be cniculeted for you. If you do not see the selection you need in tho dropidown options. please .11 tho WSJ Energy Extension grogram at (380)956.2042 for assistance. Project Intonnation Kam Singh Residence Contact Informatton Urban Design Group 208,638-8290 Heating system Type. *mon, sms 0/,, Purp To see detailed instructions tor wage section, place your cursor on Me .rd 7nstatctione. Design Temperature Ins.laions I Design Temperature Differen. (0T) I nriv wow gewgaw) ingnigWvav aviv Arer.. of Building Conditioned Floor Area Conditioned Floor Area (gel it) Average Ceiling Haight iisrii,E999 Average Coiling Height (fg GItM=°°- Skylights lestruetions 1119 Attic vvrisraws Single Rafter or Joist Vaulted Ceilings bistrustions ”gyemed Above Grade Walls nee aigure Floors Instnictions Below Grade Walls **Raw Inn* nojeg. St00000o8oA,•r0on ,.. InTtru.ctionS Men Slab on Grade averreqvg innneeions groan. Location of Ducts FighteLL 3.322 1 9.51 Conditioned Volume 31.559 00,800 X Area ri UA 0.30 6n...1 197.70 U-Factor X Area e UA 0.50 M.Faetor X 0.026 U-Faelor X 0.027 Area I 1,907 j Area I 221 I = UA 49.55 UA 5 97 Ungactor X Area UA 0.056 I assa 1 186 16 5-Factor X Area UA 0.029 I 2,231 I 64.70 U-Factor X Area UA F-Sector X itiert UA F.Factor X r_ herUA Duct Leakage Coefficient 1, 10 Sum of UA 506.11 46 Envelope Neat load 23.251 Big 1 Hour Sum a VAX AT A' Leakage Hein hoed 15.679 Btu/ How Volume X 06%, X A. Building Design Heat Load 36,959 Btu / HOW EtnVope Neat Loss Building and Duct Heat Load 42.855 Btu / Hour Dix la.in unconditioned space: Sum arlrnieal s 1.1.0 11...so =et... Swn ot Buftnylkel Los s f Maximum Heat Equipment Output 59,998 Btu / Hour Di.d.ng am eau x 1.4 tor Fontdke Foram Buga, 9 en d toss X 1.25(v.tPon, (0,1/13) ROOF VENTILATION Standard Truss / Scissor Truss Roof Framing Assembly: LOWER ROOF Roo Area : Ventilation Required: 579 s.f. 579 s.f. x 144 s.i. / s.. 300 = 277.92 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 09030 midpoint & min. 3 9. abo eave tents Eave Ventilation: Birdblocking = Eme Ventilation Req'd = Provide: Min. Ventilation Provided = 4.71 s.i. / II - 25% reduction = 277.92 s.i. / 2 / s.i. per I.f. = 40 ff. birdblocking. Ventilation = 141.3 s.i. is greater than 3.53 0,1. .. 39.34 I.f. 141.30 s.i. 138.96 s.i. Req'd Upper Roof Ventilation: 7"x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 277.92 s.i. / 2 / s.i. of each vent = 4 -7"x7" roof jacks. Ventilation = 147.00 s.i. is greater than 36.75 s.i. each. 3.78 Neils 147.00 s.i. 138.96 s.i. Req'd Use : (minimum) Use : (minimum) 40 I.f. birdblocking. Ventilation = 4 -7"x7" roof jacks. Ventilation = 141.30 s.i. 147.00 s.i. Total Min, Ventilation Provided = 288.30 si. IS GREATER THAN : 277.92 s.i. Req'd ROOF VENTILATION MAIN ROOF Standard Truss / Scissor Truss Roof Framing Assembly: Roof Area : Ventilation Required: 1823 s.f. 1823 s.f. x 144 s.i. / s.f. / 300 = 875.04 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eava ients Eave Ventilation: Birdblocking = Eave Ventilation Req'd = Prmide : Mb. Ventilation Provided = 4.71 s.i. / I. - 25% reduction = 875.04 s.i. / 2 / s.i. per I.f. = 124 I.f. birdblocking. Ventilation" 438.03 s.i. is greater than 3.53 s.i. / I.f. 123.86 I.f. 438.03 s.i. 437.52 s.i. Req'd Upper Roof Ventila ion: 7"x7" Attic RoofJack = Upper Ventilation Req'd = Pfovide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 875.04 s.i. / 2 / s.i. of each vent = 12 -7"x7" roofjacks. Ventilation = 441.00 s.i. is greater than 36.75 s.i. each. 11.91 vents 441.00 s.i. 437.52 0.1 Req'd Use: (minimum) 143e : OrirtiMurn) 124 44. birdblocking. Ventilation = 12 -7"x7" roofjacks, Ventilation = 438.03 Si. 441.00 si. Total Win, Ventilation Provided = 879,03 s.i. IS GREATER THAN : 875.04 si. Req'd FIECEIVRO. CITY OF TUKVIALP• SEP 30 2016 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK, DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR 0 (0 a .E 1/4 :4g 1/4 03 13 Project 40: 16168 Sheet 6 PLOT DATE: 09-26-2016 City of Tukwila BUILDING DIVISION GENERAL NOTES THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE PRESGRBED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR THIS RESPONSIBILITY INCLUDES BUT 15 NOT LIMITED TO JOBSITE SAFETY: ERECTION MEANS, AND SEQUENCES: TEMPORARY SHORING, FORMWORK, AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AND SEI/ASCE 1-10 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES AS AMENDED BY LOCAL JURISDICTION EEOJECT LOCATION: GPS LOCATION: 412153 LAT,-122.4864 LONGIT. SITE ADDRESS: 11111 50th AVE 5, TLKWILA, WA STRUCTURAL DESIGN CRITERIA (CH. 16) LATERAL FORCES: I. WIND ( IBC 1609 4 ASCE 6.0 1: IL SEISMIC ( IBC 1613 4 ASCE 1)0-130 ): 85 MPH WIND SPEED EXPOSURE - B IMPORTANCE FACTOR Iw = ID WIND SPEED UP: KzT.500 SEISMIC DESIGN CATEGORY - D2 OCCUPANCY RISK - II 29 PE IN 50 YR (2006 LAT-LON ) USGS-CD: 02 SEC. (Sol 122g 1.0 SEC. (SI) 0.42g VERTICAL FORCES - GRAVITY ( IBC 1601 4 TABLE 1601.1 ) VERTICAL LOADS: DEAD LOAD LIVE LOAD ROOF ACTUAL 15 PSF SNOW (OR PER LOCAL JURISDICTION) FLOOR ACTUAL 40 PSF GARAGE ACTUAL 50 PSF (or 3000' WHEEL LOAD) DECK ACTUAL 40 PSF SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH. IBk SUBSIUR=ACE INVESTIGATION SHALL BE REQUIRED PER 18032: FOUNDATION DESIGN SHALL BE BASED IN THE ABSENCE OF A SOILS REPORT, THE FRESIIPIPTIVS LOAD BEARING VALUES DETERIINED BY LOCAL JURISDICTION OR PER IBC TABLE 18062 SHALL BE USED: I. SOIL BEARING PRESSURE 2. ACTIVE PRESSURE - RESTRAINED 3. ACTIVE PRESSURE - UNRESTRAINED 4. PASSIVE RESISTANCE 5. COEFFICIENT OF FRICTION 6. LOCAL FROST DEPTH 1500 PSF 45 PCF 35 PCF 250 PCF 035 11 INCH ALL FOO11NG5 SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL BACKFILL'. AREAS OVER EXCAVATED SHALL BE B4CKFILLED WITH LEAN CONCRETE (rc = 2000 PSI) OR STRUCTURAL BACK FILL. - - - - CONCRETE (IBC CH.19 4 ACI 318-11) CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE 1 AND SHALL BE READY -MIXED PER ASTM C-94, MAXIMUM SLUMP 5'. MINIMUM CEMENT CONTENT 5Nr SACKS PER YARD PROVIDE 5 0-1 o AIR -ENTRAINED CONCRETE FOR CONCRETE (68. = 3000 P51) EXPOSED TO WEATHER MINIMUM SPECIFIED COMFRE551VE STRENGTH (Pc AT. 28 DAYS) IBC TABLE 19042 Illy OEOF COINCRE__€CONSTRUCTION: pc (P5IJ SPECIAL INSPECTION / TESTING REQUIRED _LOCATION FOOTING PADS 4 FOUNDATIONS NOT EXPOSED TO WEATHER 2500 NOT REQUIRED PORCHES, PATIOS, DRIVEWAYS, AND GARAGE SLAB 3000 NOT REQUIRED FOUNDATION 5TEM WALL5 AND INTERIOR SLABS aN GRADE 2,500 NOT REQUIRED CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 P51 OR GREATER FOR BUILDING INSPECTOR VERIFICATION IF REQUESTED. REINFORCING STEEL: REINFORCEMENT SHALL CONFORM TO ASTM A-615,'DEFORMED AND PLAIN BILLET STEEL BARS FOR REINFORCING STEEL'. BARS SHALL BE GRADE 60 EXCEPT THAT NO. 3 AND 4 MAY BE GRADE 40. BARS SHALL BE DEFORMED. SPLICE SHALL BE 24 BAR DIAMETERS OR 15' MINIMUM. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN WALLS AND FOOTINGS AT INTERSECTIONS. MILL TICKET FOR REINFORCING BARS SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AND ENGINEER OF RECORD FOR VERIFICATION IF REQUESTED. WIRE FABRIC SHALL CONFORM TO ANSI/ASTM A-155, STEEL WELDED WIRE FABRIC PLAIN FOR CONCRETE PLACEMENT. CONCRET5 ACCESSORIES: ANCHOR BOLTS, BARS AND RODS SHALL CONFORM TO ASTM A-301' 'LOW CARBON 5TEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS'. CAST -IN -PLACE COLD -FORM STEEL CONNECTORS IN CONCRETE FOR LIGHT. FRAME CONSTRUCTION SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THE CURRENT SIMPSON STRONG -TIE ICC ES OR 146110 ES REPORT. ALTERNATE PRODUCTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. REQUEST FOR SUBSTITUTION WILL ONLY BE APPROVED WITH CURRENT ICC E5 OR I4FM0 ES REPORT AND A LIST STATING THE PROPOSED ITEM SUBSTITUTION WITH EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC3913 (CAST -IN -PLACE COLD -FORTED STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION) 5'0OPRIET4RY CAST -IN -PLACE c2l6416 BOJ,75 SHALL BE '5E3' AND '5575' ANCHOR BOLTS • MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED ON THEIR LATEST CATALOG AND ICC E512-2611. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT ICC E5 REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, 5UB5T17UTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC399 (CAST -IN -PLACE PROPRIETARY BOLTS IN CONCRETE) EXPANSION ANCHORS (WEDGE ANCHORS) SHALL BE A5 NOTED ON PLANS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANOFACTURE'S RECOMMENDATIONS. WHEN NOTED ON CONSTRUCTION DOCUMENTS, INSTALLATION SHALL BE SPECIAL INSPECTED. NON -SHRINK GROUT: MASTER BUILDERS 'MASTERELOW 928 OR PRE -APPROVED EQUAL GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. NO GROUTING SHALL BE DONE BELOW 40 DEGREES F. EPDXY GROUT: SIMPSON STRONG -TIE 'SET', COVERT OPERATIONS 'CIA' GEL, OR PRE -APPROVED EQUAL. 1110 PART LOW SAG EPDXY. USE EQUIPMENT, WHICFI SHALL ACCURATELY MIX AND DISPENSE 144E COMPONENTS. HOLES SHALL BE DRILLED AT THE DIAMETER A5 SPECIFIED BY THE MANUFACTURER BASED ON THE DOWEL BAR OR THREADED ROD DIAMETER HOLES SHALL BE DRY AND CLEANED WITH PRESSURIZED AIR JUST PRIOR TO NSTALLING GROAT. THE REBAR DOWEL OR THREADED ROD SHALL BE CLEAN AND INSTALLED SLOWLY, AND SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA EMBED (9) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE IN PLANS AND DETAILS. GROUTING OPERATION SHALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER WOOD CONSTTJ31CTION (IBC CH.23 / Np5) GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2015 IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2305.10.42 . OR AS APPROVED PRIOR TO INSTALLATION WOOD SHEATHNG : SHALL BE STRUCTURAL 1 PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD SHALL BE GROUP 1 OR GROUP 2 SPECIES, O-D GRADE EXPOSURE 1 CONFORMING TO P5 1-53. EACH PANEL SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD A550CIATION. ORIENTED STRAND BOARD (OSB) SHALL BE APA RATED STRICT: 1 FOR ROOF AND WALLS AND APA RATED STURDY-1-FLOOR FOR FLOORS. EACH PANEL SHALL BE CLASSIFIED AS EXPOSURE I AND SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION (APA). FRAMING LUMBER STANDARDS: CONFORM TO UIEST COAST LUMBER INSPECTION BUREAU (WCLI13), OR WESTERN WOOD PRODUCTS ASSOCIATION (W.WPA). EACH PIECE SHALL BEAR THE MARK A GRADE TRADE - SPECIES AND GRADE - BASE DESIGN VALUES ( P51) per NDS STRUCTURAL ELEMENT SPECIES/GRADE Tbx tyx Tc Tc It E I. 6x BEAMS AND HEADERS DF NO. 2 515 110 625 600 425 1300000 2. 4x BE AND HEADERS DF NO. 2 900 180 625 1350 525 1600000 3. 1x 20157 HF NO. 2 550 150 405 1300 525 1300000 4. 6x POST DF NO. I 1200 110 625 1000 525 1600000 5. 4X POST DF NO. 2 550 150 625 1400 500 1600000 6. 5 ex6 6L5-5211 POST 246-V4, 246-V8 2400 265 650 1650 1100 1100000 1. 655-5461 BEAM 246-V4, 246-55 2400 265 650 1650 1100 1800000 8. 3Xrx OR 544x PSL BEAM PARALLA1 PSL 2900 290 150 2900 - 2000000 9. 314x OR 514x LVL BEAM MICROLLA1 LVL 2600 285 150 2510 - 1900000 10. 34rx OR 51px LSL BEAM TIMBERSTR4ND LSL 1100 400 680 1400 - 1300000 11. 2x WALL FRAMING HF NO. 2 850 150 405 1300 525 1300000 12. 1x WALL FRAMING , 15FT DF NO. I 1000 180 625 1500 615 1100000 GLUE -LAMINATED MEMBERS: CONFORM TO AN51/41TC A190.1. MEMBERS SHALL BE COMBINATI 24F-V4 DOUGL45 FIR FOR SIMPLE SPANS, 24F-V5 DOUGLA5 FIR FOR CANTILEVERED SPAN5 EXTERIOR GLUE. 1-JOISTS: SHALL BE IRE JOIST MACMILLAN, OR APPROVED EQUAL, AS INDICATED ON THE STRUCTURAL DRAWINGS. 1-JOISTS SHALL BE MANUFACTURED IN ACCORDANCE WITH A CURRENT ICBO REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS. WOOD CONSTRUCTION CONNECTORS: SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE 45 SPECIFIED N THEIR LATEST CATALOG. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS, BOLTS, OR SCREWS SPECIFIED ON CONNECTOR HARDWARE. CONTRACTOR'S PROPOSED SUBSTITUTION Of OTHER MANUFACTURE'S CONNECTORS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL PRIOR TO ORDERING. REQUESTS FOR SUBSTITUTION SHALL INCLUDE CURRENT ICC AND/OR 141=110 ES REPORTS AND A LIST STATING THE PROPOSED ITEM -FOR -ITEM SUBSTITUTION HAS AN EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS SHALL COMPLY' WITH CURRENT ICC ACCEPTANCE CRITERIA ACI3 AND/OR IAFMO EVALUATION CRITERIA 002-2001 FOR JOIST HANGERS AND SIMILAR DEVICES AND ICC AC 155 FOR HOLDOWNS AND TENSION TIES. BOLTS IN WOOD CONNECTORS SHALL CONFORM TO ASTM A-301, GRADE A. STRUCTURAL WOOD SCREWS: WHERE SPECIFIED OR REQUIRED BY SPECIFIC HARDWARE, SCREWS SHALL BE 'SDS' STRONG -DRIVE SCREWS MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THEIR LATEST CATALOG AND ICC ESR-2236. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, SUBSTITUTIONS SHALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA AC233 (ALTERNATE DOWEL TYPE THREADED FASTENERS) REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDWARE AND FASTENERS IN PRESSURE TREATED MATERIAL SHALL BE SIMPSON GI85 HDG (HOT DIPPED GALVANIZED) OR 55T300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH GI85 Z-MAX AND HDG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL BE USED WITH 551300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS WITH GI85 Z-MAX OR HDG CONNECTO$5. ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE HOT DIPPED GALVANIZED HOT DIPPED OR STAINLESS STEEL NAILS MUST BE USED LLHEN FASTENING SHEATHING, STUDS, AND JOIST INTO TREATED MIIDSILL. HOT DIPPED GALVANIZED OR STAINLESS 5TEEL F45TERE5 SHALL BE USED WHEN FASTENING DECKING TO TREATED MEMBERS. INSPECTION: (IBC CH. 1 SECT. 110 ) CONSTRUCTION SHALL BE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL AND SUCH CONSTRUCTION OR WORK SHALL REMAIN ACCESSIBLE AND EXPOSED FOR CONTINUING INSPECTION UNTIL APPROVED. THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL TO MAKE THE INSPECTIONS SET FORTH N SECTIONS 1103.1 THROUGH 1103.10. INSPECTION REQUESTS SHALL BE THE RESPONSIBILITY OF THE BUILDING PERMIT HOLDER WORK SHALL NOT PROCEED BEYOND THE PONT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL SHALL INDICATE ANY OF CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE CONTRACTOR ANY PORTIONS THAT ARE NOT IN COMPLIANCE TO THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED BY THE CONTRACTOR AND SUCH PORTION(5) SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED OR SIGNED OFF BY THE BUILDING OFFICIAL. ABBREVIATIONS, STRUCTURAL DRAWINGS) (THIS LIST APPLIES ONLY TO STRUCTURAL AT EL ELEVATION MAX MAXIMUMM 14 DIAMETER EN EDGE NAILING MIN MINIMUM POUND/NUMBER EQ EQUAL NT5 NOT TO SCALE t PLUS OR MINUS ES EACH BIDE OC ON CENTER / PER EW EACH WAY O50 ORIENTED STRAND BOARD t SQUARE FT FOOT OR FEET PL PROPERTY LINE AB ANCHOR BOLT FDN FOUNDATION PSF POUND PER SQUARE FOOT ALT. ALTERNATE FL FLUSH P51 POUND PER 50245E NCH BLDG. BUILDING FJ. FLOOR JOIST FW1 PLYWOOD BLKG BLOCKING FOC FACE OF CONCRETE SWIG SHEATHING BM BEAM RCM FACE OF MASONRY STRICT STRUCTURAL BN BOUNDARY NAILING FOS FACE OF STUD SIM. SIMILAR B6f BOTTOM OF FOOTING RV FACE Of WALL 5Q SQUARE OOT BOTTOM FTG FOOTING STD STANDARD BRG BEARING GA GAUGE 5W SHEAR WALL C CHANNEL GALV GALVANIZED S.V. SCREEN VENT CBR COMBER GL GLU-LAM(BEAM) 7/G TOUNGUE AND GROOVE CANT CANTILEVER GT GIRDER TRUSS TOC TOP OF CONCRETE CJ CEILING JOIST HF HEM -FIR TOF TOP OF FOOTING CJ. CONSTRUCTION JOINT HGR HANGER TO5 TOP OF STEEL CL. CENTERLINE HDR HEADER TPL TRIPLE CONT COJTIN5O1U5 HT HEIGHT TYP. TYPICAL DBL DOUBLE HOR HORIZONTAL UNO UNLESS NOTED OTHERWISE DE7 DETAIL IN INCH VERT VERTICAL DIA. DIAMETER UST. JOIST W WIDE FLANGE STEEL BEAM DF DOUGL45 FIR L ANGLE W/ WITH DO DITTO, THE SAME LVL LAMINATED VENEER W/O WITHOUT EA EACH LUMBER EF EACH FACE NOTE: AREAS NOT HA" MINIMUM SHEAR PLATE NAILING SPACNG. SEE SCHEDULE NOT1 (THIS SHEET) SOLE PLA SCHEDULE FLOOR PLAN BLOCKING REQUIRE[ ALL HORIZONTAL LPN: P11 EDGES - SIZE PE MAIN FLOOR JOISTS (NOT READ. AT SLAB ON GRADE 52 CONDITION) 5e' 4 AB.'5 - EMBED 1' MIN. -SPACE PER SHEAR WALL SCHEDULE ROOF SHTG.- TR155E5 OR RAFTERS ABUTTING VERTICAL FW EDGE FRAMING - SIZE PER SCHEDULE DOUBLE TOP PLATE - MIN. LAP SPLICE SHALL BE 1'-0' - NAIL W/ 1081 a 4' 0.C. SPECIAL 5HEAR WALL PANELS SEE SCHEDULE FOR NAILING AND HOLDOUN TYPES PL ELEV. �1O2101 �/1=PI-1!'��® 1 I CHED REQUIRES NAILING OR 50LE OR ANCHOR BOLT 5HEAR WALL 6' I THRI 9 FW SHEATHING -SEE Al / priir ,4 kr - .. SCHEDULE FOR NAILING41, E PER iI �1 i 5 PL ELEV. BEAM PER 4 / /10 ABUTTING PER BLOCKNG VERTICAL PW FRAMINGEDGE - SIZE SCHEDULE - LSTA24 Y - '� / SIMPSON MSTC6683 PRE -BENT STRAP R SCHEDULE e 4. NIL_ � • A� B.O. yam! AIM �,�, �- ,. t . ..,_..,..,...,a - I� • J �jl��, z4 // �Ii, FW 'ER PLAN- ( "\ ) BLOCKING f I TREATED SILL PL j a J" �] .4 STRAP HOLDOWN AT FOUNDATION NOTE: THIS ELEVATION DOES NOT REPRESENT A SPECIFIC SHEAR WALL TYPE OR LOCATION. REFER TO THIS DETAIL FOR V4RYNG SHEAR WALL CONDITIONS, IE. SHEAR WALL CONNECTION FROM SECOND FLOOR 70 MAN FLOOR SEE TO SHEAR WALL SCHEDULE FOR SPECIFIC NAILING, HOLDOU.N TYPES, AND FRAMING SIZES. GIRDER TRUSS PER PLAN 2x BLOCKNG (TIP.) SIMPSON HI (TIP.) BOUNDARY EDGE FRAMING PER SHEAR WALL SCHEDULE ADDITIONAL STUDS BELOW GIRDER TRUSS PER PLAN 34' FLOOR SH1G. MST STRAPS PER PLAN FLOOR JOISTS PER PLAN BOUNDARY EDGE FRAMING PER SCHEDULE - 4' FLOOR 5HTG. DITIGNAL EDGE FRAMNG AND HOLDOWN REQUIRED BELOW EDGE Of UPPER FLOOR SHEAR WALL - SEE PLAN IF READ. ELEVATION - TWO STORY. FRAMING OR SHEAR WALL (I -LATCHED) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2016 City of Tukwila BUILDING DIVISION RECEIVE, 7 CITY OF-IUKWLA SEP 3 0 2616 PERMIT CENTER 4 L elm Project # 16816 Sheet fi' TAG PW SHEATHING- 2X JOISTS e 16' O.C. 34' TIG FW SHEATHING - NAIL W/ ad e 6' 0.0 EDGES AND ad e 10' OC. FIELD --.... SAUN JOISTS e 16' D,C. SLAB ON GRADE - REIN. PER PLAN •4 e 16' OL. ACH WAY SECTION '4' TIG FW SHEATHING - NAIL W/ ad a 6' O.C. EDGES AND 5d e 10' OC. FIELD JOISTS e 16' O,C. SSDSX4/ SCRS TREATED LEDGER BLOCKING •4 a 16' 0.C. VERT. •4 e 14' O.C. HORIL SOLE PLATE NAILING PER SHEAR WALL SCHEDULE DGE NAILING - 5EE GENERAL NOTES —2x RIM TREATED SILL PLATE W/ '/e' • AB. I I/4'x3'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE 4' TIGHT LINE 4' FERE. DRAM COVER Wf FILTER FABRIC (1) •4 CONT. W/ CORNER BARS SOLE PLATE NAILING PER SHEA WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 1X RIM BOARD FOR -DETAILS AND CALLOUTS M COMMON, SEE TREATED SILL PLATE W/ • AB. / 1/4'0'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL N0 T LINE 4' PER°. DRAM COVER W/ FILTER FABRIC (2) •4 CONT, W/ CORNER BARS 16d a 6' O,C. —EDGE NAILING 8d e 6' 00. 2X SIMF U210 TREATED SILL PLATE W/ a' . AB. 11/4' x 3'x3' GALV. WASHERS. (2).4 TOP D X TREATED 01575 (2) DECK SCREWS OR 16d GALV. NAILS (2).4 CONT. W/ CORNER BARS TIG FW SHEATHING - ATE NAIL! PULE R SHEAR EDGE NAILING - SEE GENERAL NOTES 2X JOISTS "� I�I �I� 2X RIM BOARD e 16' 0,C. 0 R it 3q' TIG PW SHEATHING- SAUN JOISTS e lb' 0,C. TYPICAL REINFO 5' . A.B. 4 I/4'x3'x3' GALV. WASHERS. TREATED SILL PLATE W/ SEE SHEAR WALL SCHEDULE 4' TIGHT LINE T.W/CO 4' FEfd, DRAM COVERW/FLIER FABRIC BARS SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 1X RIM BOARD ARAGE SLAB ON GRADE FOR DETAILS AND CALLOUTS IN COMMON, SEE SECTION ACING PLAN FOR CONCRETE WALLS SECTION 0' NOTES: L VERT. REIN SHOWN IS ADD'L. IF NORMAL WALL REIN 15 NOT IN PROPER LOCATION. 2. CORNER BARS ARE SAME SIZE AND SPACING A5 HORIZ REIN. 3. WALL DETAILS SHOUN FOOTING DETAILS SIM. 4. WALLS THICKER THAN 5' TO HAVE DOUBLE MAT. OF REINE 4 5' AND SMALLER USE SINGLE MAT. 7X BEARING WALL PER PLAN SOLE PLATE NAILING PER SHEA WALL SCHEDULE p' TIG PW SHEATHING - TREATED 4X4 AT CONT.. SPAN BM. 4X6 AT BM. SPLICE 4' TIG RU SHEATHING- SAUN JOISTS e 16' OC. BLOCKING 10 SILL PLATE W/ 3. a 1/4' GALV. WASHERS EAR WALL SCHEDULE •4 a 16' 00. EACH WAY la' SQUARE PLINTH W/ (4).4 VERT. AND (2) '3 TIES TOP 4 BAL. AT 12' 0.0 EDGE NAILING - SEE GENERAL NOTES 2X BLOCKING 4T BEARING WALL ONLY 2X6 X 14' EACH SIDE W/ (5) 16d GALV, IN BEAM I (5) 16d GALV. IN POST ANGLE EACH SIDE - SIMPSON A33 W/ (4)10d IN POST (4) SIMPSON PDP-I50 POWDER ACTUATED FASTENERS IN CONCRETE USING SIMPSON PTP-11 SOLE PLATENAILING - SEE SHEAR WALL SCHEDULE - 61 SECTION EDGE NAILING - SEE SHEAR WALL SCHEDULE - 51 SIMPSON LTP4 (2) PER BLOCKING (3)16d INTO BLKG 2X6 BLKG. - ATTACH TO JST. UIEB W/ 4-10d 4' TIGHT LINE 4' FE13, DRAM COVER W/ FILTER FABRIC (1).4 CUNT. W/ CORNER BARS POST PER PLAN SIMPSON ABU POST BASE PER PLAN fd DIA EXP. BOLT (EMBED 6' MIN) RADE LOCAL FROST DEPTH b 'L' EACH WAT SEE SCHEDULE SECTION SEE FIG. SCHEDULE 4' SLAB ON GRADE (1).4 CONT. BOTTOM OF FOOTING BEYOND, PIPE PARALLEL TO WALL. 2 (2) •4 CONT. SECTION I' = I'-0' 1 1/2 !PE SLEEVE NO PIPE THROUGH FOOTINGS PERMITTED 6 CONCRETE ALL SIDES OF PIPE. NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING A5 REQUIRED. 1. THIS DETAIL SHOWS PERMISSIBLE LOCATION OF PIPES OR EXCAVATION 1. FOR PIPES GREATER THAN 3'-0' BELOW FOOTING, BACKFILL TRENCH WITH STRUCTURAL BACKFILL. TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS SHEAR WALL PER PLAN 34' TIG FW SHEATHING - JOISTS --- 16' 0.C. (2) 2X6 MIN BELOW SHEAR WALL EDGES (BELOW NOLDCWNS) •4 a I6' O.C, EACH WAY EXTEND STEM WALL 6' PAST END OF SHEAR WALL EXTEND FOOTING 1'-0' PAST END OF SHEAR WALL SECTION SECTION 1'-0' STHD STRAP HOLDOUN PER PLAN SOLE PLATE NAILING W/ 16d e 6' OC. EDGE NAILING - SEE GENERAL NOTES 7X SOLID BLOCKING NAIL BLKG I MCGILL W/ SIMPSON LTP4 SPACE a 16' QC, TREATED SILL PLATE W/ e' • AB. 4 I/4'X3'X3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE •4 TOP (2) •4 CONT. W/ CORNER BARS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2016 City of Tukwila BUILDING DIVISION RECEIV .I' CITY OF SEP 30 2016 PERMIT CENTER e 2x6 STUDW TIG PW SHEATHING - NAIL W/ 8d a 6' O.G. EDGES AND 8d a 10' O.G. FIELD 7XI7 JOISTS e 16' O.G. HEADER PER PLAN 2x6 STUDWALL SECTION 50LE PLATE NAILING PER SHEAR WALL SCHEDULE E GENERAL NOTES HORIL ABUTTING PANEL JOINT AT CENTER LINE BLOCKING W/ e' GAP SPECIFIED PER SHEAR AR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING RAFTERS 2x SOLID BLOCKING OR ?RUTS RIDGE BEAM AS REQUIRED TYPICAL NIP DETAIL SHEATHING 2x CONTINUOUS vALLEY DETAIL SIMPSON ST2715 EACH SIDE CORNER OR DOOR OR WINDOW PANEL EDGE NAIL SPACING HOLDOUN REQ'D BOTH EDGES OF SHEARWALL NAILING TO STUDS: USE MAX QUANTITY SHEAR WALL SHEATHING. SECTION SECT ION I. —EDGE OF SHEARWALIL\ SEE FLOOR FLANS 8d a 6' O.C. ROOF SHEATHING* EXTEND TO COVER FRAMING BELOW OVERFRAMING. RS OR TRUSS CT CONTINUOUS 2X THRU ROOF SHEATHING TO TRUSS/ RAFTER BELOW WITH (2) 16d NAILS (2) STUDS MIN a SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD W/ 10d a 12' O.C. SPECIFIED PER STRAP PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME A5 EDGE OF SHEARWALL NAILING 4415 T O GI®TEdMEDIATE HOLDOUN 'J' BOLT W/'A'x 3'x 3' WASHERS -- --�.__ AT EACH ANCHOR BOLTS - PANEL EDGE NAIL SPACING ETAIL - STRAP ✓-IOLDOWN END WALL BRACE: 2XI2 BLKG. a 8'-0' O.G. (2 BATS) NAIL FLOOR SHTG. TO BLKG. W/ 8d a 4' O.C. NOTE: BLOCKING MAY BE ELIMINATED IF PERPENDICULAR WALL OCCURS WHERE BLOCKING IS REQUIRED. '4' -FIG FTN1 SHE4THING- A35 (TYP.) 2XI2 JOISTS PERPENDICULARS SECTION SIMPSON CC66 (SIMPSON ECG66 ® SIM 2x6 STUDWALL SHEAR WALL SHEATHING (2) STUDS TREATED SILL PLATE TIG PW SHEATHING - HEADER PER PLAN MFRD. MONO -TRUSSES 2x6 STUDWALL BEYOND 2x6 STUDWALL CORNER OR DOOR OR WINDOW PANEL EDGE NAIL SPACING HOLDOUN REQ'D BOTH EDGES OF 51-1EARUALL NAILING TO STUDS: USE MAX QUANTITY SPECIFIED PER 5TRA SECTION 2x6 STUDWALL ATE NAILING PER SHEAR NAILING - SEE GENERAL NOTES ING PANEL JOINT AT CENTER BLOCKING W/ II,' GAP DGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE HEADER PER PLAN 6 STUDWALL EE SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR 5PECIFIC NAILING SOLE PLATE NAILING PER SHEAR WALL SCHEDULE 8d e6' O.C. EDGE NAILING - 5EE GENERAL NOTES HANGER PER SIMPSON HI EACH TRI155 TRUSS MFR SECTION EDGE OF SHEARIIWL am' SEE FLOOR PLANS Sd a 6' O.G. 2x BLOCKING 8d 0 6' O.G. MFRD. TR155E5 SIMPSON HI EACH HEADER PER PL 2x6 STUDWALL 0) 2x6 STUDWALL 4 TIG PW SHEATHING 2XI2 CONT. RIM 2XI2 JOISTS ® 16' O.C. 2X4 FLAT HORIL BLOCKING AT ALL UNSUPPORTED PANEL EDGES HEADER PER PL 2x6 STUDWALL —� SHEATHING PER PLAN- NAIL W/ 8d a 6' O.G. EDGES 184 a 12' O.G. INTERMEDIATE FRAMING MEM8ER5 SIMPSON ROC - SPACED 4T 6'-0' OL. NOTE DO NOT ATTACH TO BIRDS MOUTH OLOCKIN'G ed e6' O.G. PROVIDE 2x SOLID BLOCKING AT 'RBC' LOCATIONS ONLY. EDGE NAILING - SEE GENERAL NOTES - SEE SHEAR WALL SCHEDULE ON SHEET 51 FOR 5PECIFIC NAILING SECTION ATE NAILING PER SHEAR WALL SCHEDULE DGE NAIL 1A6' 05B SHEATHING - 2X4 END WALL BRACE - LOCATE AT RIDGE THEN SPACE BALANCE a 5'-0' 0.C. NOTE: BRACE MAT BE OMITTED IF PERPENDICULAR WALL OCCURS WHERE BRACE 15 REQUIRED. PERPENDICULAR WALL END WALL BRACE_ 2XI2 BLKG. a 5'-0' O.C. (2 BATS) NAIL FLOOR SHTG. TO BLKG. W/ 8,51 a 4' O.C. NOTE: BLOCKING MAY BE ELIMINATED IF PERPENDICULAR WALL OCCURS WHERE BLOCKING IS REQUIRED. RAL NOTES 4x' TIG Fill SHEATHING - NO PANEL JOINT ON RIM JOIST DGE NAILING AS SPECIFIED R SHEAR WALL SCHEDULE JOINT SEE SHEAR WALL SCHEDULE aN SHEET FRAMING PLANS FOR SPECIFIC NAILING SHEAR WALL (2) STUDS a SHEAR WALL SHEAR WALL SHEATHING EDGES. NAIL STUDS TO ADJACENT / SHEATHING STUD W/ 10d a 12' O.C. .7 PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME A5 EDGE Cf SHEARWALL NAILING SHEAR WALL SHEATHING. NAIL TO INTERMEDIATE FRAMING 0 12' O.C.' PANEL EDGE NAILING TO SILL PLATE HOLDOWN '' BOLT "\ I� / PANEL EDGE W/ �4' z 3' x 3' WASHERS ,u,/ NAIL SPACING AT EACH ANCHOR BOLTS (TT DETAIL - STRAP I-1OLDOWN (2) STUDS SOLE PLATE NAILING FLOOR SHEATHING 2X SOLID BLK BELOW HOLDOIW RIM JOIST TREATED SILL PLATE PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARUALL NAILING MST STRAP (2) 5TUD5 SOLE PLATE NAILING FLOOR SHEATHING 2X SOLID BLK BELOW HOLDOWJ JOIST (2) STUDS 51-IEAR WALL DETAIL W/ SIMPSON MST STRAP INOLDOWN (PER PLAN) 5 (1YP.) 2XI2 JOISTS PE CORNER OR— DOOR, OR WIND DOUBLE STUD e SHEATH! DICULAR WALL SECTION 5d a 6' O.C. —\\----2X FLAT OUTRIGGER a 24' oc. E END TRUSS 51MP50N A35 a 24' 0.C. EDGE NAILING - SEE SHEAR WALL SCHEDULE HEADER PER PLAN 2x6 STUDWALL SHTG. - SEE SHEAR WALL SCHEDULE ON PLANS FOR SPECIFIC NAIL SIZE AND SPACING SOLE PLATE NAILING PER SHEAR WALL SCHEDULE DGE NAILING - SEE GENERAL NOTES NO PANEL JOINT ON RIM JOIST EDGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE OINT 2X4 FLAT HORIZ_ BLOCKING AT ALL UNSUPPORTED PANEL EDGES HEADER PER PLAN 2z6 SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING EDGE Of SHEARWALL Z4 SEE PLANS SHEAR WALL EDGES PANEL EDGE NAIL SPACING MSTC6683 REQ'D BOTH EDGES OF SHEARWALL— 'l r FAO SHEATHING REVIEWED FOR CODE COMPLIANCE APPROVED DEC 062016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF 1 UIONiL1k SEP 30 2016 PERMIT CENTER PANEL. EDGE SOLE PLATE NAILING NAILING - 588 SCHEDULE HEADER BELOW WALL DETAIL MST° AT BEAM FLOOR SHEATHING HEADER BELOW WALL. 51,0' OUNDATION FOUNDATION t MAIN FLOOR FRAMING NOTES: yE FL £ $ SHALL BE 4XI0 OF 4 UNLESS NOTED OTHERWISE ON PLAN NOTE 11-- ER BEARING WALL LL3ERO NOTED ON PLAN. FOOTING SCHEDULE (1500 PSF BRG.) f'c = 2500 psi TYPE DIMENSION (INCHES) REINF. ALLOWABLE LOAD (KIPS) 'L' 'W' THK LONGIT. TRANSv. nU L_ _Fig 24' 24' 10' (3) ^4 (3) "4 55 K ® 24' DIA 10' (2).4 (2) *4 43 K fia F30 36' 36' 10' (3) •4 (3) •4 12.4 K 0 F35 42' 42' 12' (3).4 (3).4 165 K 33 F40 45' 48' 12' (3).5 (3) °5 21.6 K e® F50 60' 60' 14' (6).5 (6).5 335 K SPIRFAD FOOT NG TA PROVIDE CRAWL SPACE VENTILATION AS PER IBC SEC. 12033.1 CRAWLSPACE AREA' x I1150 = TOTAL VENT AREA REQUIRED (SF.) QTY. OF TXI4' VENTS REQUIRED: 1513 SF/(300X0520) = 11 12'-6' 6 30' S S 4' 5 m 2 4x10 P.T. E2.0 0 A 4x10 TYP. yR 0 P 8 •4x10 PT.i'P 1 u O 6'-5' 4x10 TYPE LF35 \O� 1 4x10 TYPE D 5'-6 0 m LF35 J 0 52 5' (2) 2X10 6, I 0-TY 52 //J'/ ////////////// .�// ////G P 0 IB'-9' ,F30 4xl✓8 TYP. / '`, 4x10 TYPE � O ` 4x10 TYP. 6 R _ \_ F45 GRAUUL SPACE 18' MIN. CLEARANCE 6 MIL (BLACK) VISA. VAPOR BARRIER 5, LWMIN. 11' LAP 'l. 01 4' CONCRETE SLAB WITH 6 MIL. VAPOR BARRIER J 24 OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 1/4':10 TO DOOR .\\ J / 6 4x10 TYP. 0 4..10 YIP `.R 5 '-6' 4x10 TYP. / F4x10 TYP. O X 5'+0' x10 T 6\I 6'6 /4x10 xia 6F20 / F35 H% F35 I0' 16'-3' 4' GO1NC. Ql S W 2 7- F.OUNDATION / MAIN FLOOR FRAM PLAN DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SHEARWALL SCHEDULE (1)(2)(4) WALL TY (5) SHTG. (3) EDGE NAILING LENGTH x GAGE) (6/AB. SPACING SOLE PLATE NAILING (GA.) ABUTTING VERT. PW EDGES A&1TTING HORIZ. FW EDGES SOLE PL MUD SILL BOUNDARY FRAMING (ART) HOLDOLLN TYPES REMARKS / DETAILS SHEAR (PLF) UPLIFT. FORCE �(1) I DF 116. O55 ad e 2' OL. (2-15' X 0.1316 %' AB. a 15' O.C. 16d a 12' O.C. (315' X 0.135') 3x6 2x6 FLATWISE 2x6 2x6 2-2x6 5114DI4 0 295 pR 38 k (8) IA l/I6' OSB 8d a 6'0.0 (2 y'X0.131') s/e'AB. a 40'O.C. 16d a 12' 06. (331' X 0.135') 2x6 2x6 2x6 2x6 2-2x6 STHDI4R-1 Ala 295 p1( 38 k 2 1/16' 0513 8‘.a b'O.G. (2 y' X 0.131') %' 413.e48'O.C. 16d a 11' 06. (3-15' X 0.135') 2x6 2x6 2x6 1x6 2-2x6 STNDI4R1 101 243 pl( 38 k A 1 1/16' 05E3esi e6' O.6. (2 y'X0.131') %' AB. e48' 0.C. Ibd 12' O.C. a (3-11' X 0.135') 2x6 2xb 1x6 2x6 2-2x6 NONE < 223 pl( 00 k REVIEWED FOR CODE COMPLIANCE APPROVED DEC 062016 City of Tukwila BUILDING DIVISION 2. ALL FOOT TUGS SHALL BEAR ON FIRS UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL BEARING PRESSURES. 3. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAT, AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE 15 PLACED. OVER EXCAVATION SHALL BE FILLED CONCRETE THE SAME STRENGTH A5 FOOTINGS. 4. FINISH GRADE AROUND THE PERIMETER OF THE STRUCTURE SHALL BE DRAINED AWAY FROM THE FOUNDATION FOR RAIN OR IRRIGATION WATER 5. THE CONTRACTOR SHALL FOLLOW THE AVAILABLE GEO-TECH. REPORT FOR THE RECOMMENDED SITE PREPARATIONS BEFORE CONSTRUCTING THE FOUNDATION 6. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, AND DRILLED HOLES SHALL BE RE -TREATED PER AWPAI4. 1. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL BE SIMP'SON 'ZMAX' (GI85 HDG PER ASTM A653). 8. PROVIDE. DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO TO JOISTS NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE OR NOTE B. OF SHEAR WALL SCHEDULE NOTES. 9. PROVIDE e' DIA. GALV. ANCHOR BOLTS EMBED l' MIN M CONCRETE. PROVIDE 14'X3')+3' GALVANIZED WASHERS AT EACH ANCHOR BOLT. 10. PROVIDE APPROPRIATE BLOCKOUT IN STEM WALLS OR FOOTINGS FOR PL ELECTRICAL 5TI15-OUT5 PER ARCH. PLANS. COORDINATE WITH GENERAL CONTRACTOR - IL PROVIDE CRAWL SPACE ACC E55 PER IBC AND ARCHITECTURAL PLANS. COORDINATE LOCATION IN SITE WITH CONTRACTOR NGt 12. PROVIDE CRAWL SPACE VENTILATION PER IBC AND FOUNDATION PLANS. DO NOT LOCATE VENTS WITHIN 8' OF HOLDOLLN STRAPS OR HOLDOIIN BOLTS. MAINTAIN 3'-0' CLEAR FROM EACH CORNER 13. FOR TYPICAL PLACEMENT OF HORIZONTAL REINF. IN CONCRETE, SEE 14/52. 14. FOR TYPICAL DETAIL FOR INSTALLATION OF PIPES NEAR FOOTINGS, SEE 8/52. 15. CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING INSPECTOR VERIFICATION CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 1 PERCENT PER IRC TABLE 402.2. SEE GENERAL NOTES IN SHEET 51 FOR ADDITIONAL REQUIREMENTS. 16. PROVIDE SQUASH BLOCKING BELOW ALL SOLID SAWN OR BUILT-UP 2X POSTS AL EXTERIOR OR INTERIOR STEM WALLS PER DETAIL 4/51. LE C ENE INDICATES SPREAD FOOTING PER PLAN AND REINF. PER SCHDULE. INDICATES 6X6, 4X4, OR (X) 2X BL. P05T5 ORIGINATING AT THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. INDICATES SHEAR WALLS WITH HOLDOWNS J//////�� ///ice-� SHEAR ARFOUNDATIONLSC STRAPS PER PLAN. SEE / //�\'\� s'3, SHEAR WALL SCHEDULE AND ELEVATION. RECEIVED CITY OF TUK ViLta SEP 30 2016 SHEAR WALL SCHEDULE NOTES (MAIN FI )..ENILt INDICATES BEAM MARK NUMBERS PER PLAN AND STRUCTURAL CALCULATIONS. 4X10 INDICATES 4X4 POST BELOW CONT. FLOOR F- BEAMS OR 4X6 POSTS AT FLOOR BEAM L�-� SPLICE. (TYPE) INDICATES ROUND OR SQUARE SPREAD FOOTING PER PLAN AND SCHEDULE. INDICATES Y. T(G PLYWOOD - NAIL WITH 581 e 6' 06. EDGES AND 8d e 10' O.C. AT INTERMEDIATE FRAMING MEMBERS I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH. ADDITIONAL EDGE NAILNG, ABUTTING HORIZONTAL AND VERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' O.C. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING 5HTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS N SCHEDULE AND SPACED AT 6' O.C. FIELD NAIL SPACING SHALL BE 12' 06. 3. SHEATHING SHALL BE 1/16' 05B UNLESS SPECIFIED 15/32' STRUCTURAL 9 IN SCHEDULE. 4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR'2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE SPACED AT 16' O.C. 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR 4 SPACED AT 16' O.C. 6. EDGE FRAMING OR END Cif 51-IEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 (2X6 WALLS), (2) 2X4 (2X4 WALLS), OR SOLID SAWN POSTS AS NOTED IN THE SCHEDULE. 1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR A5 NOTED IN SCHEDULE. B. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE NAILNG SHALL BE 16d SPACED 12' 0C (MAX OR LESS A5 SPECIFIED IN SCHEDULE) 9. MUD SILLS SHALL BE 2X6 HF'1 P.T. CONTINUOUS AROUND PERIMETER OF FoLNDATION WALL. 10. FOUNDATION ANCHOR SHALL BE 5/e' DIA. X 10' AB. FOR 2X6 MUDSILL OR 33' DIA X 12' A.B. FOR 3X6 MUD51LL5. IF N01 SPECIFIED BY THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48' 06. ALL ANCHOR BOLTS SHALL BE EMBEDDED N CONCRETE T MIN. PROVIDE (2) MINIMUM A1315 FOR EACH MUDSILL SECTION. II. PROVIDE 3'X3'XYf GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3'X3'> 6' GALV. WASHERS WITH DIAGONAL SLOTTED HOLES IF STANDARD CUT WASHERS ARE USED AND PLACED ABOVE THE SLOTTED PLATE WASHERS. NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE. ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' . 5: ECC016 EPC66 T1P. L'-6'. N.H.TYP. 6XI2 ROUGH SALIN I5'-6' 63 X 134 S1' (4)2X6 CRIPPLE FOR HIP BEAM ERG. PROVIDE ST6224 I I EA. SIDE II /_ �'. LVL 514XII14,FLUSH A ""lF.�.> :aryy C516XhI6 41L TO CbNT. BL. JOIST AND EEAM I 29'-6' PROVIDE BLOCKING AT ALL UNSUPPORTED PANEL EDGES THIS AREA NAIL W/ 1 e 10' PL. EDGES AND FIELD NAILING 1-16 TWIST STRAP EACH SIDE OF BEi 34 X21 GL 24 I4 >4 IN3 F_U X12 GL I'-6' 0.H DO NOT SCALE DRAWINGS. vERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. TYP. TOP OF BEAM AT PLATE EPG66J TTP. 6XI2 ROUGH SAWN ECCQl6 6 6X10 O v LEPER FLOOR FRANIINCI FLAN EPC66 TYP. '-0' 6x5 SHEARUALL SCHEDULE (I)(2)(4) WALL TYPE (5) SHTG. (3) EDGE NAILING (LENGTH x GAGE) (6) SOLE PL NAILING ABUTTING VERi. PW EDGES ABUTTING HORIZRU EDGES (5) 50LE PI- BOUNDARY FRAMING (VERT) HOLDOLLN TYPES REMARKS / DETAILS SHEAR (PLF) UPLIFT FORCE /� /� lAb' OSB ° 6' O.G. (2 y' ' X 0.131) 16d m 6' 0.C.2xb (3 y' X 0.135') 2x6 2x6 2 2x6 MST31TC66B3 OR MS ©e Bl pIT 0.6 k ®® A 1/16' 055 ° 6' OL. (1y' X 0.131) Ibd ®6' O.C. (3y' X 0.135') 2z6 2x6 2z6 2-2x6 NONE 4 223 Of 3.2 k NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' . 0.H.,TYP, 00 16x5 MONO -TRUSSES e 16' 0O, REVIEWED FOR CODE COMPLIANCE APPROVED 6 DEC 06 2D16 City of Tukwila • U.H. I TYP. BUILDING DIVISION RECEP! CITY OF. TUKW3L. SEP 30 2016 PERMIT CENTER I. ALL EXTERIOR HEADERS SHALL BE 6XI0 DF4 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4XI0 DP2 UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALL STUDS SHALL BE 2X6 HEM -FIR e2 SPACED AT 16' 0.C. UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR WALL STUDS SHALL BE 2X4 HEM FIR R SPACED AT 16' O.G. UNLESS NOTED OTHERWISE. 3. FOR TYPICAL WALL FRAMING OR SHEAR WALL FRAMING SEE ELEVATION ON SHEET 51. 4. PROVIDE SOLID BLOCKING BELOW BEARIIdi WALL OR SHEAR WALL PERPENDICULAR TO JOIST5.1 NAIL SOLE WALL SOLE PLATE TO BLOCKING PER SHEAR WALL SCHEDULE OR NOTE 5. OR SHEAR WALL SCHEDULE NOTES. . PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO TO JOISTS.'. NAIL WALL SOLE PLATE TO JOISTS OR BEAU PER SHEAR WALL SCHEDULE OR NOTE 10. OF SHEAR WALL SCHEDULE NOTES. 6. PROVIDE JOIST BRIDGING PER JOIST FPR'S RECOMMENDATIONS. 1. PROVIDE SOLID 7X OR LVL RIM JOIST AT EXTERIOR WALL PER DETAIL AND FLAN. NAIL WALL SOLE PLATE TO RIM WITH PER SHEAR WALL SCHEDULE OR NOTE 10. OF 5HEAR WALL SCHEDULE NOTES. 5. NAIL JOISTS TO BEARING WALL TOP PLATES OR TOP OF BEAM WITH (2) 10d TOE NAIL EACH SIDE. 9, ALL WOOD: IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, OR DRILLED HOLES SHALL BE RE -TREATED WITH 4U1P4M4. 10. ALL FASTEINERS 4 HARDWARE IN PRESSURE TREATED WOOD OR FIRE -RETARDANT WOOD SHALL BE 'ZMAX'(GI65 HDG PER ASTM 46531. LEGEN P+o-- WLb (POSTS ABOVE) INDICATES 6X6, 4X4, OR (X) 2X BL. POSTS p ORIGINATING AT THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. N (12 D. IV INDICATES 6X6, 4X4, OR (X) 2X BU. POSTS ORIGINATING AT LOWER LEVEL AND SUPPORTING POINT LOADS FROM THIS LEVEL AND ABOVE. _�- INDICATES SPECIAL POST/BEAM CAP PER PLAN OR GENERAL NOTES. FLUSH BEAT - 1 r r r INDICATES TOP OF BEAM AND JOIST FLUSH. INDICATES MANUFACTURED 'I' J015T5 OR SAWN JOIST SUPPORTED BY FACE MOUNTED SIMPSO N HANGER %11 INDICATES SHEAR WALLS THIS LEVEL SEE 3s SHEAR WALL SCHEDULE AND ELEVATION. INDICATES WALL STRAPS PER SHEAR WALL SCHEDULE AND PLAN. INDICATES SPECIAL BEAM MARK NUMBER 6XI0 PER PLAN AND STRUCTURAL CALCULATIONS. SEE WALL ELEVATION ON 51 FOR FRAMING REQUIREMENTS. BE PER PLAN NDICATES WALL BELOW INDICATES WALL AT THIS LEVEL. INDICATES % TUG PLYWOOD - NAIL WITH ad e 6' O.C. EDGES AND 58 ® 10' O.C. AT INTERMEDIATE FRAMING MEMBERS POINT LOAD FROM ABOVE PROVIDE (2) 2X6 OR (3) 2X6 ABOVE BEAM PER PLAN SHEAR WALL SCHEDULE NOTES (UPPER FLOOR): L SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND SE SPACED AT 12' O.G. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' 0L. FIELD NAIL SPACING SHALL 8E 12' O.C. 3. SHEATHING SHALL BE 1/16' 05B UNLESS SPECIFIED 15/32' STRUCTURAL 9 IN SCHEDULE. 4. EXTERIOR SHEAR WALL FRAMING SHALL 8E 2X6 HEM FIR 7 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE SPACED AT 16' O.C. 5. INTEROR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR 4 SPACED AT 16' O.G. 6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 (2X6 WALLS), (2) 2X4 (2X4 WALLS), OR SOLID SALLN POSTS AS NOTED IN THE SCHEDULE. 1. BLOCK ALL UNSUPPORTED 140RZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR IX4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. 5. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE NAILING SHALL BE 16d SPACED 12' 0.0 (MAX OR LESS 45 SPECIFIED IN SCHEDULE) CONTRACTOR NOTE: REFER TO TRUSS MANUFACTURER DWG, FOR TRUSS LAYOUT AND TYPES. USE THIS DRAWING FOR LOCATION OF SPECIAL BEAM SIZES, GIRDER TRUSS AND BUILT-UP POST LOCATIONS. i PROVIDE MIN. 22'X30' CJJ ATTIC ACCESS INSULATE AND WEATHER STRIP ROOF FRAMING PLAN DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COORDN AT1CN OF CGNBTRIDTKH, INCLUDING TERIFICATION OF DUI' NSICNB 4 PELD CCIVITIONB, 18 TIE FE8PCI4815ILN'T Cf 1* CONTRACTOR ANT DIBCREPMICES MALL BE BROUL'�4T TO TIE ATTENTION GF TIE DE61Ci4 TEAM PRIOR TO CON8BEICTI014, ROOF FRAMING NOTES: L ALL EXTERIOR HEADERS SHALL BE 6X8 DP2 UNLESS NOTED OTHERWISE ON PLAN, ALL INTERIOR HEADERS SHALL BE 4X10 DP2 UNLESS NOTED OTHERWISE ON PLAN 1. SEE GENERAL NOTES AND TRUSS NOTES BELOW FOR TRUSS DESIGN SPECIFICATIONS. 3. ALL SA LNI ROOF JOISTS SHALL BE 1-P2 OR BETTER AND SPACED 4T 14' 0.C. IJt4LE55 NOTED OTHERWISE. 4, PRE -NERD. TJI J015T5 SHALL BE OF THE SIZE AND SERIES SPECIFIED ON THE FLAN. VERIFY rimo, PLACEMENT PLAN WITH STRUCTURAL, NOTIFY THIS OFFICE OF ANY CONFLICTS IN LAYOUT BEFORE INSTALLATION, PROVIDE ROOF VENTILATION PER CURRENT ARC OR IBC. SEE ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS, 6. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. WOOD TRUSSES (IBC 2303.4) SHALL BE: I. DESIGNED PER IBC 2303.4,11 TO CARRY LOADS LISTED IN THE DESIGN CRITERON AND ANY ADDITIONAL POINT LOADS, UNIFORM LOADS, OR DRAG STRUT FORCES NOTED ON FRAMING PLANS. 2. NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD CF 20 PSF LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE BOTTOM CHORD SHALL BE LESS THAN 42' HIGH AND 24' WIDE. 3. - ATTIC. TRUSSES SHALL BE DESIGNED FOR FLOOR LOADS LISTED IN THE DESIGN CRITERION AND LOCATED IN AREAS NOTED ON THE FRAMING PLANS. 4. 7F3555 DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.1.1) SHALL INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED ENGNEER IN THE STATE OF WASHINGTON APPROVED TRUSS DOCUMENTS SHALL REMAIN ON THE JOB SITE FOR INSPECTION, 5. ALTERATIONS (2303,451 TR155 MEMBERS SHALL NOT BE NOTCHED, DRILLED, SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL Of THE TRUSS DESIGNER ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (EG. HVAC EQUIPMENT, PIPING, ETC/ SHALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER 6. TPI I SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE Cr METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TPI I. T. TRUSSES SHALL OE BRACED TO MANUFACTURE'S SPECIFICATIONS. 8. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE SIMPSON H-I CLIPS AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE 51MP50N 435 A7 24' OC. 5, PROVIDE STC CLIPS AT ALL TRUSSES OVER NON -BEARING WALLS, LEGEND DICATES 6X6, 4X4, OR (X) 2X B.W POSTS ORIGINATING AT LOWER LEVEL AND SUPPORTING POINT LOADS FROM THIS LEVEL AND ABOVE. INDICATES SPECIAL POST/BEAM CAP PER PLAN OR GENERAL NOTES. �1�—INDICATES SPECIAL BEAM MARK NUMBER 6XI0 PER PLAN AND STRUCTURAL CALCULATIONS, SEE WALL ELEVATION ON 51 FOR FRAMING REOJIREMENTS, DICATES WALL BELOW FLUSH BEAM TOP OF BE8/1 AND JOIST FLUSH. r-1 r r-1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2016 City of Tukwila BUILDING DIVISION DICATES MANUFACTURED TRUSSES OR SAWN JOIST SUPPORTED BY FACE MOUNTED 51MPSON HANGER INDICATES 716) 055 SHEATHING - NAIL WITH Sd e 6' O.C. EDGES MUD 8d e 12' O.C. 4T INTERMEDIATE FRAMING MEMBERS (TIP.) RECEIVED CIiY OF'SUKWILA SEP 302016 PERMIT CENTER 0 W 0 a u i 10 CATCH BASIN S lllt,-1 ST LOT COvERAC1E (STRUCTURES) 14,040 SF. TOTAL LOT AREA 2,599 SF. PROPOSED BUILDINC/ 15.5 % COVERED 1,357 SF. PROPOSED DRIVEWAY 9.6 % 4 WALKWAY 3,956 SF. TOTAL IMPERVIOUS 28.1 % COVERED 1,404 S.F. 14,040 S.F. LOT X 10% = OF APPROVED DURABLE UNIFORM SURFACE ALLOWED. LEGAL DESCRIPTION: BEST'S REPEAT OF BLOCKS 11, 12, 13, 14 4 15 POTTERY WORKS ADDIT E HALF OF LOT I AND E HALF OF N HALF OF LOT 2 BUG 12 PLat Block: 12 Plat Lot: 1 4 2 4 d SITE FLAN SCALE: 1'=20'-0" BUILDING HEIGHT: POINT 4: POINT B: POINT C: POINT D: 255.5' 255.6' 255.5' 255,6' q+B+C+p = 1,022.5/4 AVERAGE BUILDING ELEVATION 1255.62'1 5IRDIS VIEUJ SCALE: NOT TO SCALE 12' WIDE CONCRETE DRIVEWAY (4"-6" THICK 100' LENGTH) 245 250 255 (V PLANNING APPROVED . No changes can be made to these plans without approval from the Planning Division of DCD Approved By: /V % -e , ,1' Date: I2-,1 q-t SLOPE TO WEST CATCH BASIN APPROX. 130' FROM PROPERTY LINE RETAINING WALL 6T-S 20'-0" EtiS.B.L. 30'-0' 5,815,L SILT FENC STOCKP, PATIO BELOW DECK ABO.vE 25' G. FLOW'-ATH S87 °54'42 "UJ 117' 2'x2'x25' DISP. TRENCH w/25' VEG. FLOW RETAINING WALL PER DETAILS BY SAZEI DESIGN GROUP, LLC APPROX. 2,113 SQ. FT. CONCRETE DRIVEWAY CONCRETE DRIVEWAY (4"-S" THICK) 5 5 N5754'42W — i 30170 G_. SLA 2553' GOVD BELO 2'x2'xl5' DISP. TRENC w/25' VEG. FLOW f liese plans have been reviewed by [he Public s`"orks Department for conformance tsith current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility flu- the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 12/t2— S NEW I SERVICE WATER METER 190' SOUTH OF PROPERTY 5 REVISIONNO z REVIEWED FOR CODE COMPLIANCE APPROVED DEC 192018 we Cla BUILDING DIof VISION N0I°48 28 W4TIf R LINE b'- RECEIVED CITY OF TUKWILA DEC 18 2018 PERMIT CENTER Dib-o24)8