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Permit D16-0315 - VASQUEZ RESIDENCE - 2ND STORY ADDITION
VASQUEZ RESIDENCE 16216 47 AVE S EXPIRED 01/01/2020 D16-0315 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 5379800482 16216 47TH AVE S VASQUEZ RESIDENCE DEVELOPMENT PERMIT Permit Number: D16-0315 Issue Date: 3/20/2017 Permit Expires On: 9/16/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: VASQUEZ FIDENCIO+ALICIA MOR 16216 47TH AVE S , TUKWILA, WA, 98188 LUIS SIALER 23003 55TH AVE W , MOUNTLAKE TERRACE, WA, 98042 AFFIDAVIT- BRAVO VASQUEZ /!1 VASQUEZ FIDENCIO 16216 47TH AVE S , TUKWILA, WA, 98188 Phone: (425) 877-7377 Phone: Expiration Date: DESCRIPTION OF WORK: ADDING 2 STORY STRUCTURE TO EXISTING SINGLE STORY BUILDING PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL AND STORM DRAINAGE. Project Valuation: $135,021.54 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,546.82 Occupancy per IBC: R-3 Water District: HIGHLINE Sewer District: VALLEY VIEW 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: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: WALL, Date: -)-0-17 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:,1 311 f'--, �,//�'oey Print Name: ii Date: 20)7 - 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: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 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 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 14: Any material spilled onto any street shall be cleaned up immediately. 15: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 16: 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. 17: 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. 18: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0608 PIPE INSULATION 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE-CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUK. LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: For o ice use o y CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 5 3 75'80 — Q'/9 Z Suite Number: Floor: Tenant Name: VWotvel// ✓*via/t/ New Tenant: ❑ Yes 111.. No Site Address: 162 (' 44-+11 AWE S . PROPERTY OWNER Name: VAscxx. Z p/1ei'clo + ALbaa /10/2 Address: ) 6216 y9.. -h A v $ City: log wiz del State: WA Zip: £ Ire CONTACT PERSON — person receiving all project communication Name: -4_,s S1Gke`( Address: 23 00". SSBI' AV W City: Iti o i+laiteTewc e State: Loa Zip: 76 a k/3 Phone: Las _ g77 _737;Fax: Email: -3j cttecciesinQdv10 , (. Cowl GENERAL CONTRACTOR INFORMATION Company Name: Address: Company Name: Address: 16Z(6 te. 4-" 4V -S �� City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:'Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh ARCHITECT OF RECORD Name: V 65QUE Z i .EtQc-1. U Company Name: Address: 16Z(6 te. 4-" 4V -S �� Architect Name: $5 Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: V 65QUE Z i .EtQc-1. U Company Name: Address: 16Z(6 te. 4-" 4V -S �� Engineer Name: $5 Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: V 65QUE Z i .EtQc-1. U Address: 16Z(6 te. 4-" 4V -S �� City:' 4lU i State: Le A, Zip: 1,8 ) $5 Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Mc( 2 54-0fLeS Siva wl ei of Si.i Art 1 Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12. docx Revised: February 2012 hh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 5 5 S��' ` Vii 2nd Floor 115 3 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck ‘1 Li t, Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12. docx Revised: February 2012 hh Page 2 of 4 PUBLIC WORKS PERMIT INF. .NATION — 206-433-0179 Scope of Work (please provide detailed information): Si vlste .may /k/d 2 sAyz hes s) c e Acis ,y Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 0 .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate 0... Highline 0 ...Valley View ❑ ... Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0 .. Bond ❑...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (I) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑• ❑. Geotechnical Report .. Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) 0 .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage 0...Abandon Septic Tank 0...Curb Cut 0...Pavement Cut 0...Looped Fire Line ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public WO # WO # WO# Private 0 Private 0 ❑ ... Grease Interceptor 0... Channelization 0... Trench Excavation 0... Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # ❑ .. Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 .. Water 0 .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: l / Print Name: ! ENG a UAsQoeZ , Day Telephone: ZO 6-73 t 8 27 Mailing Address: 16216 q3-.-1-11 AV. 5 J rwiCd4 GJA VP? H: Applicationaorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh City State Zip Page 4 of 4 ��W ILA tie o7 \? O 4 Cash Register Receipt City of Tukwila Receipt Number R10968 DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY I PAID $2,358.66 D16-0315 Address: 16216 47TH AVE S Apn: 5379800482 $2,358.66 Credit Card Fee $68.70 Credit Card Fee 1 R000.369.908.00.00 I 0.00 $68.70 DEVELOPMENT $1,796.60 PERMIT FEE R000.322.100.00.00 0.00 $1,792.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $400.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $75.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $75.00 . TECHNOLOGY FEE $93.36 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10968 R000.322.900.04.00 0.00 $93.36 $2,358.66 Date Paid: Wednesday, March 01, 2017 Paid By: FIDENCIO VASQUEZ Pay Method: CREDIT CARD 194259 Printed: Wednesday, March 01, 2017 3:47 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY PAID PermitTRAK $1,188.16 D16-0315 Address: 16216 47TH AVE S Apn: 5379800482 $1,188.16 DEVELOPMENT $1,188.16 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9878 R000.345.830.00.00 0.00 $1,188.16 $1,188.16 Date Paid: Friday, November 18, 2016 Paid By: FIDENCIO VASQUEZ Pay Method: CREDIT CARD 115360 Printed: Friday, November 18, 2016 10:56 AM 1 of 1 CR SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 p(b�Q3s- Project: VAs%��Z TYP Pet l t ICA/6 F/iVr - — Address: f� UAP it 6 Ale -S Date Called: Special Instructions: Date Wanted: 6-- 7.-`' a.m. p.m. / Requester: Phone No: 249C C 7; IO,W/ Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r)Lti( it(46 4:446g- 1%94- a pcc)/' 14 Ai Al Inspector: Date: 6:717//" REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: \JASQV1 -11 Je-� Type of Inspection: FIN Al— INAl— Address: Address: l (o2t( iq 47 Date C Iled: 03 20 Special instructions: Date an / a.m. p.m. Requester: VA c-/AW12 7 Q,k) Phone No: '2J -613- (31)o9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P7 I o v rel 1 4/,C 1- cede4' ? 0 -e - ma Pl i )A77*, e4%,4 - pei'44 110 )9/fi(244/")t, Ai247A kkr67 12/tt o - iVD tr' 7 ey Y/de-v 1600'. 1q,Ecm, 17egmAANJOrr e910j4) vvte c v2t Inspector: Date: 077 /74t7-01/ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D)(o-a3I5 Project: 11�i'SQl)�Z �i Type of Ins ection: Rea' f CX/UNG- Ar SOLAT/Cia Address: /(fir 2/4? 41-7g/#41.42, 0, Date Called: Special Instructions: / Date Wanted: /0-12 le a. p.m` Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: t< asvmp-7441 D'- 6pe.R /Ns -dm -710x) 10x) Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. b INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Duo- am - Dom, �� ,, �, V t k.sq i_S P G':�Fi e Type of Type of In/specttiion.:-, - r W #W .: _AD ..4,V -revel Address: 117-s, Date Called: r1 21(0 Special Instructions: Date Wanted:�Q 2 �� a.m? .m. Requester: Phone No: Approved per applicable codes. L Corrections required prior to approval. / COMMENTS: (A 2i( e-ritZIALeA),1--77k/ /9/q1A-, PAA Cf. 0i4, ms-ietll cA.vegi Inspector: 0/0/ /c / Date8e n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Due-©3iv' Project: VtfSr ,t)4i2 ReStiDifitRe Type of Inspection: Address: 4-2*ii7 . Date Called: Special Instructions: i}16 -Request Date Wanted:./� ')V iltf Z aa•�T �._._ • Phone No: 4 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 6 Fie/9o%/NG Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 .016-6315— Project: VittS0V2 j zT5iOi✓ t'f Type of Inspection: GCl4.21A/6r Address: /� 2/ -9%,4✓4 G. Date Called: Special Instructions: Date Wanted: a.m. .`"(7-"/7p.m. Requester: Phone No: '2062-1073-0p',2-9 DApproved per applicable codes. Corrections required prior to approval. ki COMMENTS: OA- tf zIk/&- Inspector: S Date: / 2-`/2_/1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DRQ -0315 - PERMIT -O3 $ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Vsi-SCP1j62 RF=IDAAJCe Type of Inspection: /kG061-7- /tW PL,LM4 3/N6 - Address: /6'2/4' 'm., mg., c, Date Called: Special Instructions: Date Wanted: 1 _1 l— i% a.m. Cp.m: Requester: ' Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 K -- ,Q UG`i+ I NJ PL..0446/x1G- Inspector: Date: f REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Prod ct: VAS 6 62 /ZS ib6i✓CL-`: Type nspection: _ �tdrT Address: /62/647 ✓%="s Date Called: pecial Instructions: Date Wan 03 / 7 a.m. Requeste . Phone No: x -31 I ' S- 7s }r f Approved per applicable codes. Corrections required prior to approval. COMMENTS: esk 77/Y6- Dicri-f S' Inspector: 5L) -- Date: 23,''z 3 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ct: Type of Inspection: ALL <1-frArglAkibe-AK Address: ))`2,)o L/ ate Called: Special Instructions: Date Wagr,;�te a.m. Request : Phone No: Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: d %C - SftQ Inspector: Date: 6`/? -47 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit "No,- 69..0.5'" PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro,j,�t: TyRe of Inspection: Address: /42eo 4771/4-0;� Date Called: Special Instructions: Date Wanted- 8/17 a.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: t3 jc - Rtx3r2 gt+ q*N-' Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b4- 0 /s- Proj ct: VAS& 6-L as111)&ce: tJ Type of Inspection: � &' ve t��!'rdt I4s- Address: >62/.4y7 Arc Date Called: Special Instructions: • Date Wanted: /6//7 s a.m. p.m._. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 0/44 '2K . 21i/Vf,16- Inspector: Date: 51- 1Ce / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �j J ���5� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro t(: auvz.. a , 0 S C.- i faS Type specti?: Address: /ozi6 47174 S Date Called: Special Instructions: '(7.4Z.L Date Want • L7 /if I 7 .m. p.m. Request r: Phone No: 41 ZS- -3c41-• 11 q9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Dater/ 'C/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj ct: li.i SauEi Pa Mate, Type o ection: Ai Address: p r jUz(i' 47P7 J Date Called: ,„ �""y p.m. Special Instructions: Date Wanted:' g SIJ/ 7 Requester' Phone No: EIApproved per applicable codes. aCorrections required prior to approval. COMMENTS: 1 int SQATC2- < aa) J) ► l� Cc.., cam'./AiDivrte 7i Inspector: Afevwt Dater t/ - REINSPECTION REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information VASQUEZ ADDITION 16216 47TH AVE S TUKWILA, WA 98188 SIALER DESIGN LLC 23003 55TH AVE W MOUNTLAKE TERRACE, WA 98043 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative All Climate Zones Efficient Building Envelope la R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGCb a n/a n/a Ceilingk 491 0.026 Wood Frame Wall9.' " 21 int 0.056 Mass Wall R -Value` 21/21h 0.056 Floor 309 0.029 Below Grade Wall"' 10/15/21 int + TB 0.042 Slabd R -Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date L Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits [11 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. _ ❑ 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units servin require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions Tess than 500 square feet: .5 credits REVIEWED FO o" iEPere l IRAN E FEB 14 2011 Table R406.2 Summary Option Description Credit(s la Efficient Building Envelope la 0.5 1b Efficient Building Envelope 1b 1.0 lc Efficient Building Envelope lc 2.0 ld Efficient Building Envelope ld 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 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 City of Tukwila WILDING DIVISION u ❑ RECEIVED ElCITY OF TUKWILA 0 NOV 18 2 01 6 ❑ PERMIT CENTER 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions 119-0315 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Reserved. g Reserved. h Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information VASQUEZ ADDITION 16216 47TH AVE S TUKWILA, WA 98188 Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U -factor Contact Information SIALER DESIGN LLC 23003 55TH AVE W MOUNTLAKE TERRACE, WA 98043 Ref. U -factor Main Floor- Bath 2 0.25 Main Floor- Master Bedroom 0.25 Main Floor -Master Bedroom 0.25 Main Floor -Entry Door 0.25 Main Floor- SLDR 0.25 Upper Floor -Bath 3 0.25 Upper Floor -Suite Bedroom 0.25 Upper Floor -Suite Bedroom SLDR 0.25 Upper Floor -Stair 0.25 Upper Floor -Stair 0.25 Uooer Floor -Loft 0.25 Width Height Qt. Feet Inch Feet In`h Width Height Qt. Feet inch Feet 1nch 1 2 ° 3 6 2 2 ° 2 ° 1 6 0 4 6 1 2 ° 3 ° 1 5 ° 6 8 1 2 ° 3 6 2 2 0 2 0 1 6 ° 6 8 1 3 ° 4 6 3 2 6 2 6 1 6 ° 4 6 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Area UA 0.0 0.00 0.0 0.00 Area UA 7.0 1.75 8.0 2.00 27.0 6.75 6.0 1.50 33.3 8.33 7.0 1.75 8.0 2.00 40.0 10.00 13.5 3.38 18.8 4.69 27.0 6.75 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Overhead Glazing (Skylights) Component Description Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Ref. U -factor Width Height Qt. Feet inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 195.6 48.90 Area 0.25 UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 195.6 48.90 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) 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 Information VASO} ,1621 *big TUKt+ IL WA98188 Contact Information SIA A DESIGt 0 Heating System Type: ()sii other Systems C-leat Pump To see detailed instructions for each section, place your cursor on the word 'Instructions". Design Temperature instructions Area of Building Conditioned Floor Area Conditioned Floor Area (sq ft) Average Ceiling Height in.structic"s Average Ceiling Height (ft) Glazing and Doors instructions Skylights Instructions Insulation Attic instructiniis Single Rafter or Joist Vaulted Ceilings Inst3uctionr, Select R -Value Above Grade Walls (see Figure 1) instructions 21 Intermediate Floors Instructions Below Grade Walls (see Figure 1) instructions Select R -value Slab Below Grade (see Flours 1) 'a3 f' "ti .)?1Pw " Select conditioning Slab on Grade (see Figure 1) instructions Select R -Value Location of Ducts Instructions Design Temperature Difference (AT) AT = Indoor (70 degrees) - Outdoor Design Temp R U -Factor 0.30 U -Factor 0.50 Conditioned Volume 8,320 X Area = X Area = UA 58.68 UA U -Factor X Area = UA 0.026 8%1' 15.26 U -Factor X No selection U -Factor X 0.056 Area Area UA UA 69.78 U -Factor X Area UA 0.025 587x i 14.68 U -Factor X No selection Area F -Factor X Len.th No selection UA UA F -Factor X Length UA No selection --- Sum of UA Duct Leakage Coefficient 1.10 158.39 46 Envelope Heat Load 7,286 Btu / Hour Sum of UAXAT Air Leakage Heat Load 4,133 Btu / Hour VolumeX 0.6 X AT X.018 Building Design Heat Load 11,419 Btu / Hour Air Leakage +Envelope Heat Loss Building and Duct Heat Load 12,561 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 17,586 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) STRUCTURAL CALCULATIONS FOR Vasquez Addition November 4th, 2016 BASIS FORI) PREPARED BY' ALT AMIN 2,O(5 CODE::419-1-2-IBC, ASCE 7-10 ROOF SNOW: 25 PSI," GRAVITY LATERAL• ••s•e••e•v•••,• • • • • • • • , • • er REVIEWED FOR CODE COMPLIANCE APPROVED FEB 14 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 8 2016 PERMIT CENTER 10/26..2016 DeRip] iMupa Summary Report Design Maps Summary Report User -Specified Input Report Title Vasquez Addition Wed October 20, 2016 16:23:20 UTC Building Code Reference Document ASCE7-10 Standard (which hazard at available in 2008) Site Coordinates 47.45748°N, 122.27487°W Site Soil Classification Site Cia8s D „ "Stiff Soil" Risk Category I/1I/111 USQS-Provided Output 55 1.466 g 0.547 g SM5 = 1.466 g SM, = 0.821 9 SD5 0.978 g 503 = 0.547 g For information on how the SS and 51 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal reponse, please return to the application and select the "2009 N€HRP" building code reference document. 1.65 1,550 1.as 1.20 1.05 0.50 a 0.75 0,60 0,45 0.30 0.15 0.00 0,00 NICER Response Spectrum 0.20 0.40 0.60 0,00 I t -_ _ 1 -1 _. 1.00 1.70 1.40 1.60 1.00 7.00 Period, T (sec) Deal 1,10 1.00 P,Kte 9.s 6.50 0.40 p.0 r?.20 t 040 n Response Spectrum For PGA,„ TL, CRs, and CR, values, please view the de* I d_re ©r . 0.00 0.20 0.40 0.80 0.00 1.00 1.20 1.40 Period, T (sac) 1.00 1.00 2.00 Although this information Is a product of the U.S. 0cological Survey, +de ; r goads; no warranty, expressed or implied, as to he accuracy of the data contained therein. This tool is not a sut:stituate for technical siiLlect•niatt knowledge. littp://ehpl-earthquake.pr.usgs,gov/designmaps/us/summnryphp?tcntplate=miuima13lutitudex47.t51478896 4709&longitude=-122.27466884686442&siteclass=3&ri.,. 1r'} Main Wind Force Resisting System — Method 2 Design Wind Pressures Figure 28.6-1 Enclosed Buildings MINIMUM DESIGN LOADS h<_6©f Walls & Roofs case A Notes: 1. Pressures shown are applied to the horizontal and vertical projections_ for exposure 1;, st h30 ft (9.1m.). Adjust to other exposures and heights with adjustment factor 7L, 2, The load patterns shown shall be applied to each corner of the huildirt in turn as the reference corner. (Sec Figure 28.4.1) s, For Case 13 used == 00. 4. Load cases 1 and 2 must be checked for 25" < ti 4 45". Load ease 2 at 25° is provided only for interpolation between 25° and 300. 5. Plus and minus signs signify pressures acting toward and away from t_he projected surfaces, respectively. 6. For roof slopes other than those shown. linear interpolation is permitted. 7. The total horizontal load shall not be less than that determined by assuming ps 0 in zones E & D. S. Where zone E or G fails on a roof overhang on the windward side of the building, use E01.4 and Gott for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zona pressure applied. 9. Notation: n: 10 percent of least horizontal dimension or 0.4h, whichever is smaller. but not Ices than either 4% of least horizontal dimension or3ft(0.9m). h: Mean roof height, in feet (meters), except that save height ehalf be used for roof angles '10°. 2' Angie of plane of roof from horizontal, in degrees. 303 • CHAPTER 28 WIND LOADS ON BUILDINGS-MWERS (ENVELOPE PROCEDURE) h 60 ft. Figure 28.6-1 (coned) Design Wind Pressur Enclosed Buildings Walls & Roofs Simplified Design Wind Pressure , ps3e (psf) (Exposure 8 at ti 30 8. with 1 1.0 Basic Wind Speed (mph) Roof A ngle (degrees) Hartz° tit PS on" . . . V (Pressures ,. . . Ov sngs A G H 6 G i 010 5* 19.2 -109 12,7 -5.9 -23.1 - -13.1 -18.0 -10.1 , -32.3 -25.3 10* . 21.0 .. -9,0 --8.0 , ..,. 14.4 ' ... ... -5.2 . -23,1 -14,1 -18.0 -10.8 -323 -2 3 diinen 24.1 16.0 -4.6 -23,1 -15.1 -16.0 -11,5 -323 -25.3 1 0 20* 26,6 -7.0 17.7 -3.9 -25.1 -16,0 -16.0 -12.2 -32.3 -25.3 , 25^ 24.1 39 17,4 4,0 710.7 -14.8 -11,7 -7.9 30 to 45 21.6 14 if 17 2' 11.8 .l13.1 -11.3 -7,6 -8. 21. , 14,6 1 Y.2 a 1.9 .6,5 -4.6 -7 6 -8.7 0 to 5^ 21.0 -10.9 13.9 - -8.5 -25.2 - 14.3-17.5 -11.1 - 53 -27.. 10° 23.7-9.8 . 15.7 -5.7 -26.2 -15,4 -17.5 -11.8 -35,3-27.8 15° 28.3 -8.7 - 17.5 -5,0 -25.2 -16.5 -175 -12.6 -35 -276 20° 29.0 - .7 19.4 -4.2 -25.2 -17,5 -17.5 -13.3 .35,3 -27.6 25° 26.3 42 19.1 43 .11,7 -15.9 -8.5 -12.8 -21.6 -18.5 -44 -87-1.2 -5.5 -- -- 301045 23.6 16.1 - 16 9 12.9 -14 3 0.6 -12,3 -8,3 -9.5 23.6 161 18.6 12.9 „7.1 7.0 -59 -8.3 -9.5 010 5° gm -11.9 5,1 -7. ' -27:4 -15.8 -19.1 -12,1 ' -38A -30.1 10° 25-8 -10.7 17,1 -8.2 . -27.4 -18,8 19.1 -12.9 -36,4 -30.1 15* 28.7 ''-9.5 19,1 -3,4 -27.4 -17.9 -19.1 -13:7 -38.4 -30.1 20 '1.6 .40 21,1 -4.6 ' -27.4 -18.1 -19.1 -14.6 -384 -30.1 120 25° 28.6 4.6 20.7 4,7 .12.7 -173 42 -13.9 -237-202 30 to 45 25,7 17.6 29.4 ' 14,0 20 -15,6 0.7 -13.4 -9,0 -10.3 25.7 17.6 20,4 14,0 9.0 77 8.6 -5.5 -9.0 -103 0105 1111111111 -116 17343.2 -32.2 -18. -22.4 -35.3 10^ flaf 0.2 4,1-4 -32.2 -19. . -22.4 -15.1 151 111- 3 ,. -112 ....., ' --4 -32.2 -21.0 ' -22.4 -16.1 45.1 -35.3 130 20° 71 -9.8 24.7 -5.4 -32,2 -22.4 -22.4 .17.0 .45.1 -35.3 . 25 .6 5,4 24.3 84 -14.9 -20.4 -10,9 -16.4 -27.8 -23.7 3010 45 30 1 20.6 24.0 16,5 2.3 -18.3 0.8 45.7 -1-0.6 -12.1 30.1 20.6 24.0 16.5 11.6 -99 10.0 -6.4 -10.6 -12.1 0105 .1.1 •-16.1 204 5 • -37.3 -21.2 .28. -1 , .32.3 -40.. '1V 2'8.1 -13:5 23.3 • -O.& 3 .3 -22.8-26.0 - 9. -523 -40.9 aligailll 30.0 -12,9 25.0 ,7.4 -37.3 -24.4 -26.0 -18,5 -52.3 -40.9 140 20" 1 43.6 -11426.7 -6.3 -37.3 -28.0 -26.0 -19.7 -52.3 -40.9 23.2 64 -17.3 -23.6 -12.5 -19.0 -323 -27.5 25° 1 39.0 6.3 - 30 to 45 1 350 23.0 :i78 191 2.7 -21.2 0,9 -123 -14.0 2 35.0 23,9 27 6 19,1 134 -10.5 11.7 -123 -140 0 to 5° 35.7 -18.5 i3,'t 1.0 - 42.9 -24. -29.8 -18.9 -60.0 7,0 10 40.2 -16 7 26.8 -2.7 -.12.9 -293,2 -20,1 -80.0 -47,0 min ga 44.8 -14.9 29.8 45.5 -42.0 -28.0 -21.4 -60.0 -47.0 150 20° 49.4 -13:0 32,9 -..,-,.), -42. -29.8 -29.8 -22.6 .60.0 7.0 25* 4.4.8 72 32.4 74 -19.9 -27.1 -144 .21.8 -370 -31.6 30 to 45 40 1 27.4 . , 31.9 22 0 ---- 3.1 -24.4 1.0 -20.9 -14.1 -16.1 4 ,. 27.4 31.9 22.0 154 -12.0 13.4 -8.8 -14.1 -16.1 304 Unit Conversions 1.0 ft w 0,304$ in; i3O psf 0.0479 104/1n1 Main Wind Force Resisting System - Method 2 Figure 28.6-1 (cont'd) MINIMUM DESIGN t,OADs h 5 60 ft. Design %%ind Pressures Enclosed Buildings Walls & Roofs Simplified Design Wind P P530 (Psf) (Exposure B at h = 30 ft.) Basic Wind Speed (mph) Roof Angle (degrees) [Load Case! 2 eS t4neiaontai Pri3s8ui0 Vertical Pressures Overhangs A 6 c u r F G H B(tia Goit C b 5" 1 40.6 -21.'f 26.9 -12,5 -48.8 -27.7 -34.0 -21.5 -68.3 -53.5 10' 1 45.8 -19.0 30.4 -11.1 -48.8 -29.8 -34.0 -22.9 8.3 -53.5 15° 1 1 51.0 -16.9 34.0 -9.6 -48.8 -31.9 -34.0 -24 -53,5 55.2 -14,8 37.5 -8.2 48.8 -34.0 i -34.0 -25.8 -68.3160 -53.5 20° 25° 1 2 50.9 ..., 82 ,-.e-_ 36.9 --- 64 .22.6 -8.6 .30.8 -16.8 -16,4 -23 -24.6 -10,7 4A2,1 -- -35.9 - 30 to 45 1 2 45.7 45.7 31.2 31.2 36,3 30.3 25.0 25.3 3.5 17.5 -27.7 -13.7 1.2 15.2 -23.8 -66 16,0 -16.0 .183 - •18.3 0 Oto 5° 10° 1 i 51,4 _26.7 1 15,8 61.7 -35.1 -43.0 -27.2 :° , -67.7 58.0 -24,0 38.5 -14.0 --61,7 -37.7 43.0 -29,0 -67.7 1 64.5 -21.4 43.0 •12.2 -40.3 -43.0 -30.8 -86.4 -677 20' 1 71.1 .18.6 47.4 -10.4 -61 7 -43.0 -43.0 -32.6 -86.4 -677 '25° 30 to 45 1 1 2 64 5 57.0 10.4 ° ,0 N 30.5 46r V 60.'3 I .,i1 kl 31:6 ,,2Ei.0 .3o: 4 ' s' -39 0 -"1.' 45.11 -17.3 -20.7 .<.o .5 16.3 -31.4 -1 e -30 " -12.3 -20.3 -20.3 -45,4 23.2 -232 r� p� 200 ()to S` 1 63.4 -32.9 42,1 ' -1575 -76,2 -43.3 -53.1 , -33.5 -106.7 -83,5 10' 1 71.5 -29.7 47.6 17,3 -76.2 -46.5 -53.1 -36.8 -106.7 -83.5 15° 1 75.7 -26.4 53.1 ,15.0 -76.2 45.6 -53.1 -38.0 -105.7 -83.5 20° 6 58.5 -76.2 -53.1 -53.1 -40,2 106.7- -535 25' 57.3 -- 35.4 -13.4 -48.2 -26,2 -25,6 -3.7 -38.7 -18.8 -65,9 .--- 46.1 .--- 30 to 45 1 2 71,3 71.3 46,8 48.8 513.7 66.7 39, 39.0 5,5 27.4 -43.3 -21.3 1,8 23.8 -37.2 -15.2 -25.0 -25.0 -28.7 -28.7 Ad/ U +.4111631$ F for Eauilisrt8ogctt art Mean root` or 'x • crstarte!, 1r Y eirt N 1.00 20 1.00 1.21 1:55 25 c 1.00 1,611 1,00 1.40 1.66 1.05 1.45 41 1.091.49 1.74 45 1.12 .. 1.53 0 1.16 1. 6 NMI 1.13 1.59 1.84 60 1,222 Unit Conversions - 1.0 fa 0.3048 tat; 1.0 psf = 0.0479 lsNV/m' 305 I if 41.1.tZ4 2 1.• 1.1). 0 0 rn 0 L G. s• -k r • .er 74.1:..4' .(T i ftq. Uas, ,4,'A A 11101111 II It Sub act: LOADING CRITERIA FOR ROOF AND!OR CEILING - Main Roof Area - Canopy or Mansard Roof Ceiling Only - Other .ter Qcution !tem . . , Rooln . atfirial '------TJizroio CoLrizoliiio: • 2,8 Sheathin or Deckins ,. 15/32 CDX 1 3 Insulation ,. 3.0 Ceilin* - 1/2 GWO ,......,...., „ 2.6 Fixtures1.6 375,— Framin .. — Truss . Misc. ._ , . 0,8 TOTAL MAD LOAD -74 15 PSF LIVE LQADS - Snow Load - 25 p5f - non rack:6We - Ceiling Only - 10 psf Increase in Fa and Fv of 15% allowec.:1 for duration of load Ali Amin Date: 10/27/16 Pae; LOADING CRITERIA FOR FLOOR Item Matera Floor Shethin 1.125" Floor coverin 4. Collin 11/2" WA/6 2.2 Fixtures TJI's Misc Po c: Vas uez Addition Client: $ub eci.: Lateral Calculations • Load P F LIVE LOADS TOTAL DMD LOAD zz Residential - 40 psf (reducible) 15 y: Ali Amin Date: 10/27/16 Pae: LATERAL WIND FORCES taTsI P re s s u r e s Roof Pitch: 4:12 Wind Speed: 110 mph Wind Exposure: C A: 21.6 C 14.4 Minimum Pressure: 16 psf E: -10 0: -5.2 Kzt: 1 ASCE 7-10, Allowable Stress Design, 2.4.1 Basic Load Combination: 0.6W Y ¥ Direction Fw Roof = 17--"::17377:M36.5x1.8 '711 Z Fw Upper r•-• Roof Min 74 - Upper Min X X Direction 1716x9.41x29.26x1.6 7.17x.6 7.05x,6kL Z Fw Roo,. Z Fwupper= 16x7.57x20X1,6T, 3 92 16x9.41x20x1.6 4.82 Upper Min tr- 3.92x,6 Man Min 4.82x.6 2 ,4,11Li 2.89 ki Pro'ect: Vasil uez Addition QUAKE FORCE_S Site Class "D" (Table 11A.2) ASCE 7-10 Ss= 1,466 51= 0.547 Fa = 1.0 per Table 11.4-1 = 1.5 per Table 11.4-2 Sms = Fa * Ss = 1.0 (1.208) = 1.466 $rn1 = Fv * 51 = 1.5 (0,547) = .8205 Sds = 2/3 *Sms = 2/3 (1,466) = 0.977 Sd1 = 2/3 * $1 = 2/3 (0.547) = 0.364 Based an Latitude and Longitude Based on Latitude and Longitude 11,4-1 11.4-2 11.4-3 11.4-4 SEISMIC RESPONSE CQEFFICIENT Use Section (12.8.11) ASCE 7-10 Except as Noted To 0.2 ($dl/Sds) = 0.075 SEC 11.4-5 Ts = Sdl /Sds = 0.37 SEC 11,4-5 Tstruc Qt (1.1nr3/4 = 0.020 (18.6)1'3/4 = 0,18 SEC Where To 5 Tstruc 5 Ts Sa Sds '7; 1.03 Therefore Seismic Design category "P" R = 6,5 for Wood Shear Walls per ASCE 7-10 Table 12.2-1 Cs = Sds /(R/1) 0.977 / (6,511) 0.15 12.8-2 Cs .S Sdl (T*(R/I)) 5 0,3 / (0.23*(6.5/1.0)) 5G.368 Os “).01 (12,8-5) .7 0.1 Cs: Roof Area Upper Area Main Area DEAD LOAD OF STRUCTURE Roof Weight Upper Weight Main Weight 7-- Vt,,, r-• Cs x Z Weight t: \load = LATERAL FORCE Upper Main Fq Upper: Fq Main: 0.16 671 feet 453 feet 587 feet2 P oie Vas uez Addition !lent: uPject: Lotora C&cuations LATERAL QUAKE FORCES p: Roof Dead Load: Floor Peed Load; Wall Dead Load: 1.0 13 15 10 I I Ls -ft. i 671)(15 (453x25) 90x60 (557x25) Vow x 0.7 X p WEIGHT 10.00 kip 17,64 kip 0,150 42.2 HEIGHT 17.5 Feet 8,8,3 Feet 10.00 kip 17.54 kip Ki 42.22 kip 8.33 kip kip W7OGHT x HEIGHT 175.00 154,88 329,88 [124_1kip 78= k p 1: Ali .Armin, ]P.E Consulting Engineer P,O. Box 567 Kirkland, WA 98083 Ph: (425) 463-7961 Fax: (425)310-8125 Email: aamin.engineeringngmail.com Winto_ Project: _ItAvvr Date: f 0 /g/pi Proj No: Description: /47f44,11- A2,0/7704/ t _ - 14110 1n1►NQ _71—..i r - OS' r Ali Amin, P,E. Consulting Engineer P.O. Box 567 Kirkland, WA 98083 Ph: (425) 463-7961 Fax: (425) 310-8125 Email: aarnin,engineeringagmail.com Project: Date: 0 /2.,43 /-4,Q. 16 Proj No: Description: ,F,0e/11.4frD 171 0 ze 173 I r7s- 0 6) 4*.b_7-2 / 3 3' • 5-- r 1 L, LI 61P41 irOF e‘AiF r ( g :? E, J. 1-7 I I I I I I ! 1 L I; 1 — • 1 1 411 1 1 1, Ky I 1 1 • i I r;1 1 1 1 ';.• I 1 ,,,;1 1 - --111,11 !I it i 14,51 11! i I -I I - 1 V " 4 ; ; '1, • \ 1; , 7‘; 1 "`• f . .... 1 i te. . r . : r . 1 I • ; II i Nit —4--, , li ....._. -- ..0 i . *Att. ..., ..., "..;;.. ' \ Ati 0 ---r- ; .....,p. I :.,., N.< Ali Amin, P.E. Consulting Engineer P.O. Box 567 Kirkland, WA 98083 Ph: (425) 463-7961 Fax: (425) 310-8125 Email: aamin.engineering@gmaii.com o F 1?,014.4S p F X 11, 33 r 1 USE Date: 11 / 117. fili • No.• Proj Description: . _...,_____....,,„•,„,,_,.,..,..,......„,,..,,,,.,,... Page of 2(:7 9-11:1/- 3 Ali Amin, RE. Consulting Engineer 425-463-7961 BeamChek v2014 licensed to: . Reg # 201-17 Vasques Residence RB1 Selection 4x 8 DF -L Conditions NDS 2012 Min Bearing Area Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 11/04/16 Lu r- 0.0 FI Ri=2.3 inR2z, 2.3 in' (1.5) DL Deft= 0.13 In Beam Span 6.17 ft Beam Wt per ft 0.17 Bm Wt Included 28 Max Moment 218014 TL Max Defl L 240 Roactipn 1 TL Maximum V Melg V (Reduced) IL Actual 001 1413 # 1413 1137 # L / 588 Reaction 2 TL 14134 Shear 30.66 25,38 22.36 9.47 OK OK 0,13 0,31 OK 73% 37% 41% Fb (si) Fv (oal) E (psix Fc,1.422,1 Reference Values 600 ¶f40 1.6 625 Adjusted Values CF Sze Factor Cd Duration Cr Repetitive 1170 180 1.6 625 1.300 1.00 1.00 1.00 Ch Shear Stress N/A Cm Wet U 1.00 1.00 1,00 CI Stability 1,0000 Rb i.z 0.00 Le rr. 0.00 Ft R1 r-- 1413 Uniform IL; 452 A Uniform 1 uad A' 1 1.00 R2 2.; 1413 SPAN Vr7 FT Uniform and partial uniform Ipacts we lbs per Meal ft. Ail Amin, RE. Consulting Engineer 425-463-7961 BeamChek v2014 licenead to: . Reg # 201-175 Vasques Residence B1 Date: 11/04/16 Selection 11 5,118x 12 G Conditions NDS 2012 Min Bearing Area Data Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defi altributo, Actual Critical Status Ratio F,V2 HF/HF Lu 0.0 Ft R1= 6.7 inz R2=-: 6.7 inz (1.5) DL Deft= 0.48 in Reeom Camber= 0.72 in 13.0 ft 14.94 # 194 tt 10878 '# L/240 Reaction 1 TL Maximum V Max V (Reduced) TI. Actual Def] 3347 # Reaction 2 TL 3347# 2832 # L/325 3347 # AeLtik(11.1.1 Shear (10 IL 00 kri) 123,00 61.50 0,45 81,59 21.79 085 OK OK OK 66% 35% 74% /psi\ E (psi x rni) fp60 500 Values Reference Values 1600 196 1.4 Adiustment4 Loads Adjusted Values 1600 106 1.4 500 Cv Volume 1 000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N1A Cm Wet Use 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le 0.00 Ft 1.00 Uniform TL: 600 = A Uniform Load A R1 = 3347 , .\\ R2 = 3347 SPAN = 13 FT Uniform and partlal uniform loads are IPo per lineal City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 5, 2020 Fidencio Vasquez 16216 47th Ave S Tukwila, WA 98188 RE: Request for Expired Permit Reinstatement — D16-0315 Vasquez Residence —16216 47th Ave S Dear Mr. Vasquez, This letter is in response to your request to re -open the already expired permit D16-0315. The Building Official has reviewed your letter and determined that the City of Tukwila Building Division will not be re -opening the permit. A notice was mailed to the designated contact for this permit (Luis Sialer) a full month ahead of expiration (letter was dated and mailed December 3, 2019) which provided two options to keep the permit in good standing. The first was to continue construction and have an inspection and the second option was to submit for extension at least (7) days in advance of the expiration date. The request we did receive was received (7) days after the actual expiration of the permit. This is why your request for extension has been denied. In order for work to continue and inspections be conducted, a new permit will need to be issued. To do this, complete and submit a new application with two copies of drawings and documents. As with the original submittal of the permit, this submittal will need to be made in person. If you wish to discuss the determination made, please contact the Building Official directly at 206 431- 3675. Sincerely, "--tzte Bill Rambo Permit Technician File: Permit No. D16-0315 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachdle Riple_ From: Carlos Vasquez <carlos96831@gmail.com> Sent: Tuesday, January 7, 2020 5:06 PM To: Rachelle Ripley Subject Building permit extension Hello, We were unaware of our permit expiring and would like to extend it. Permit No. D16-0315 Name: Fidencio Vasquez Address: 16216 47th Ave S, Tukwila, WA 98188 You can email me back to this email or call me at 206 673 0807 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attaci ilents or click links from an unknown or suspicious origin. ( Request for Extensioi: # 1 � Current Expiration Date: 1 `11 1F----)90/ rJ)90 / Extension Request: Approved for Denied (provide explanation 1 days Signature. Initials ill/ 12/3/2019 City of Tukwila Department of Community Development LUIS SIALER 23003 55TH AVE W MOUNTLAKE TERRACE, WA 98042 RE: Permit No. D16-0315 VASQUEZ RESIDENCE 16216 47TH AVE SE Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/1/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/1/2020, 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, ',t) '14 Bill Rambo Permit Technician File No: D16-0315 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3/1/2019 City of Tukwila Department of Community Development LUIS SIALER 23003 55TH AVE W MOUNTLAKE TERRACE, WA 98042 RE: Permit No. D16-0315 VASQUEZ RESIDENCE 16216 47TH AVE SE 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 4/14/2019. 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 4/14/2019, 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. Sincerely, Bill Rambo Permit Technician File No: D16-0315 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 10/1/2018 City of Tukwila Department of Community Development LUIS SIALER 23003 55TH AVE W MOUNTLAKE TERRACE, WA 98042 RE: Permit No. D16-0315 VASQUEZ RESIDENCE 16216 47TH AVE SE 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 11/14/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/14/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, I k..\61s) Rachelle Ripley Permit Technician File No: D16-0315 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0315 PROJECT NAME: VASQUEZ RESIDENCE SITE ADDRESS: 16216 47 AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 02/03/17 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division n <I.) ROO 7\% iii Public Works Fire Prevention Structural /1-P 7.7 Planning Division • ❑ Permit Coordinator ig PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/07/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/07/17 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning jIssuesf) Notation: lM�-Q Vkale r/' I�OkJ11d1 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0315 DATE: 11/21/16 PROJECT NAME: VASQUEZ RESIDENCE SITE ADDRESS: 16216 47TH AVE S X Original Plan Submittal _ Response to Correction Letter # _ Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: KG‘oG tIk9/ Building Division J1 Public Works M\A Fire Prevention StructuralEl orq-0\02 Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 11/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation `I ri i4 DUE DATE: 12/20/16 REVIEWER'S INITIALS: DATE: Permit Center Use Only n I' CORRECTION LETTER MAILED: %��� Departments issued corrections: Bldg 0 Fire 1=1 Ping ' PW'J Staff Initials: V' f' 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:'.e,10 % , 201-7 Plan Check/Permit Number: D16-0315 ❑ Response to Incomplete Letter # RECEIVED • Response to Correction Letter # 1 CITY OF TUKWIL A ❑ Revision # after Permit is Issued FEB 03 2017 ❑ Revision'requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal :# PERMIT CENT : P, Project Name: VASQUEZ RESIDENCE Project Address: 16216 47TH AVE SE Contact Person: -Fj iQ(\ \ d Vaca0 €Z- 1 Summary of Revision: S4-orFa in4,9 cle5i yn Phone Number: (2to,) 6`? S -02'f c 'r /ZD6) 67; og7 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 17( Entered in TRAKiT on 0 40 3 /(7 W:\Permit Center\Applications-Handouts\Templates\=arms\Word DocumentskRevision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development December 06, 2016 IVIS SIALER 23003 55TH AVE W MOUNTLAKE TERRACE, WA 98042 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0315 VASQUEZ RESIDENCE - 16216 47TH AVE SE Dear IVIS SIALER, 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: PLANNING DEPARTMENT: Lindsay Brown at (206) 433-7166 if you have questions regarding these comments. • Roof pitch must be 5:12 or steeper in accordance with 18.50.050.6 Single -Family Dwelling Design Standards. PW DEPARTMENT: Joanna Spencer at (206) 431-2440 if you have questions regarding these comments. • 1) Storm drainage design was missing from your submittal. On your site plan please show what are you planning to do about the downspouts from the new addition, since they can't be connected to the existing drainage system, because it is on the north side of the existing house. Public Works strongly recommends infiltration, see attached Public Works Development Bulletin Cl for drainage design options. Conduct a perk test per attached Public Works Bulletin C4 and submit perk test results to Public Works to assure that infiltration will work. • 2) Submit a cost estimate for storm drainage work. 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, achelle ' ipley Permit Technician File No. D16-0315 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan @ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: tl(g- DlS STATE OF WASHINGTON) ) ss. COUNTY OF KING /f'/, -e775 / (J )/ f (( states as follows: [please print name] 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 t3, 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. Signed and sworn to before me this ' day of of l , 20[7 . _gLito-d,44 NOTARY PUBLIC in and for the State of Washington Residing at County Name as commissioned: My commission expires: 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentaily,.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. ee101 ER R 98001 110554 p e 94 11072 126000 60 VOL 68-78 -06E20 211 :1 05 60 100 66001 E5 I'f " 1 ., I:ee R TDSP W3 2a031105 t g 00Es FIRE HYDRANT LOCATION 0" 041E1 aut.. L S 162ND 150004 00001 A • .j =ail Iol l_i /1 SECTION 1 l N.T.S. FILTER FABRIC COMPACTED BACKFILL B' RIGID PERFORATED PIPE WASHER ROCK INFILTRATION DETAIL EXISTING FIRE HYDRANT 275 FROM STRUCTURE PROJECT LOCATION EXISTING FIRE HYDRANT 3801 FROM STRUCTURE v w a EXISTING OVERHUNG POWER TO REMAIN O O IO "EXISTING WATER r METER TO REMAIN EXISTING BUILDING LINE 1 4'-10' 31'b' EXISTING WATER LINE TO REMAIN EXISTING SIDE SEWER LINE TO REMAIN EXISTING 1 STORY RESIDENCE PROPOSED BUILDING UNE 120.00' 5' SIDE SETBACK 0 re 0 Z Q > w00 B' RIGID PERFORATED - PIPE 120.00' 537980-0482 PERCOLATION TEST HOLE 1 PERCOLATION TEST HOLE 2 2105' PROPOSED INFILTRATION TRENCH PERCOLATION TEST HOLE 3 5' SID. SETBACK SITE PLAN EXISTING SHED 44 5111.31 1 1 Ir N cTh SCALE: 1" = 10' 16216 47TH AVE S, TUKWILA, WA 98188 c�=11 0/Electrical 67 Electrical %Plumbing S Gas Piping CM/ of Tvkc / Peanut; No, Dlifr-0 1Gj 3D VIEW G<; REVISIONS No changes sha'I he made to thA SenPA of vro•k mlhinII prior Approval of 7. a .:'a EE,'Oatg DivIC,n - e na a ('.n acbm't' „.-:am Ip n -. VICINITY MAP PROJECT NO SCALE PROJECT DATA TAX PARCEL # 537980-482 LANDAREA 8,400SF (0.19 ACRES) SITE ADDRESS: 16216 47TH AVE S TUKWILA. WA98188 OWNER: VASQUEZ FIDENCIO AND ALICIA MOR 16216 47TH AVE S TUKWILA, WA 98188 CONTACT PERSON: LUIS F. SIALER SIALER DESIGN LLC (425) 877-7377 sialerdesign@gmajl.corn PHONE. EMAIL: ZONING ZONING SETBACKS: FRONT SIDE REAR LDR 20'-0" 51-0" 10.-0" FLOOR AREA RATE 50% OF NET LOT AREA HEIGHT LIMIT: 30' BUILDING FOOTPRINT CALCULATION LAND AREA = 8,400 SF MAX 35% = 2,940 SF EXISTING HOUSE= 550 SF NEW ADDITION= 587 SF TOTAL AREA= 1,137 SF (13.54%) ENERGY CODE COMPLIANCE ENERGY CREDIT TABLE R406.2: (2015 code) PROPOSED NEW ADDITION: OPTION 1b AND 5a FOR 1.5 CREDIT 1040 SF FLOOR AREA RATIO CALCULATION LAND AREA = 8,400 SF MAX 50% = 4,200 SF EXISTING MAIN FLOOR = 550 SF PROPOSED MAIN FLOOR= 587 SF > (1040 SF) PROPOSED UPPER FLOOR= 453 SF TOTAL AREA = 1,590 SF (18.93%) PROJECT DESCRIPTION ADD 2 STORY TO EXISTING STRUCTURE S IALER DESIGN LLC RESIDENTIAL -COMMERCIAL 23003 55TH AVE W. MOUNTLAKE TERRACE, WA 90043 CELL: 425-077- 7377 EMAIL: e,ALER DESIGN@GMAIL. COM DRAWINGSTHESE E vTEE COPIED REDRAWN ReeDiITENION OSIALER rLLC. USE OF TH, DRAWING o TO A E R PERSONS NAMED HEREONN G.0 FORTHE OTHER OR CONSTRUCTION 1 IS STR,CTLYP WITHOUT THE WRITTEN CONSENT f1F0 MT REALER DESIGN LLC. © eIALeR DEBIaN LLC REVISIONS DATE DESCRIPTION 12l28H8 Corrections per City PROJECT: VASQUEZ ADDITION 16216 47TH AVE S TUKWILA, WA 98188 CLIENT : VASQUEZ FIDENCIO & ALICIA MOR 16216 47TH AVE S TUKWILA, WA 98188 SHEET NAME: SITE PLAN, PROJECT DATA & ZONING EXPIRED JAN 0.17A?A LEGAL DESCRIPTION MC MICKEN HEIGHTS DIV #2 UNREC POR NE 1/4 OF NE 1/4 OF SEC 27-23-04 BAAP ON NLY LN OF SD SUBD DISTANT N 89-59-10 W 956.10 FT FR NE COR & RUNNING TH S 0-15-50 E 750.80 FT TO TPOB TH CONTG S 0-15-50 E 70 FT TH N 89-59-10 W 120 FT TH N 0-15-50 W 70 FT TH S 89-59-10 E 120 FT TO TPOB AKA 70 FT OF 210 FT OF 120 FT OF TRACT 28 BLK 5 MC MICKEN HEIGHTS DIV NO 2 UNRECORDED PLAT TGW UNDIVIDED 1/4 INTEREST IN PORTION OF NE 1/4 OF NE 1/4 OF SECTION 27-23-04 - BEGIN NE CORNER TH N 89-59-10 W 1076.10 FT TH S 0-15-50 E 610.80 FT TO POB TH S 01-15-50 E 580.80 FT TH N 89-59-10 W 30 FT TH N 0-15-50 W 580.80 FT TH S 89-59-10 E 30 FT TO POB - AKA W 30 FT OF TRACT 28 OF BLOCK 5 OF MC MICKEN HEIGHTS DIV NO 2 UNRECORDED PLAT bi&- PLAT BLOCK: 5 �_._.-_._ LOT:PLAT28 3'� BUILDING CLASSIFICATION RECEIVED . g#YRY OF TUKWILA FES LI;+ WIT PERMIT CENTER A. OCCUPANCY CLASSIFICATION: RESIDENCE B. TYPE OF CONSTRUCTION: 1. AUTOMATIC SPRINKLERS PROVIDED YES X NO SPRINKLER SYSTEM TO BE A FLOW THRU SYSTEM 2. TYPE OF CONSTRUCTION: TYPE V.B SHEET INDEX A1.1 SITE PLAN A2.1 MAIN FLOOR PLAN & UPPER FLOOR PLAN A2.2 FOUNDATION PLAN, UPPER FRAMING PLAN, AND ROOF FRAMING PLAN A3.1 BUILDING ELEVATIONS, AND BUILDING SECTION S1 STRUCTURAL NOTES S2 STRUCTURAL NOTES AND DETAILS APPROVED CORRE TION LTR#_ I n PROJECT NUMBER: 2016-15 DATE: CHECKED: DRAWN: STATUS: to 11-08-16 Is BUILDING PERMIT A1.1 PLOT SCALE: 1:1 BUILDING DIVISION 0 al r UNE OF EXISTING BUILDING BELOW • EXISTING ROOF BELOW Lo L E UPPER FLOOR PLAN CALE 1/4" = 1'43" 20-0" T-1112" 12'-01? 4.-2 a" 3' f' r 4'412" it 1 SW-6 SW-6 3 — "mo4143 - 11 �11 II I ®� BATH 3 LOFT TILE l J CARPET __I_ 298MX WIC CARPET ®O• SD CARBON MONOXIDE 286E 2rx3P ATTIC' DETECT ACCESS OPEN RAIL OSD I 41*( 61"Y C. !XI. ilk lice, per 1IIYwMWMLl tot^ 30).7 /\/ SUI E BE E ROOM PET v O: INTO BEL IH••�1_L 3-0'YPd" 6-0"1(E4"SL OR SW4 I SW-6 loco" DECK I, f d� XP,U io•-0" n I TI n a r 4c0" 4'13" 5'4" 6'-/ 20-D" r 12'-11 -11 T-11 112" 20' 12-0 1/2 BEDROOM 1 ®SD 2 68 5°68 SLOP COVER PATIO PAVERS C- e SD BEDROOM 2 6 B T VCO ®OSD CARBON MONOXIDE DETECTOR .4" SHEL PANT KITCHEN CRAWL SPACE ACCESS /5'•92-Y"MrA LIVING EXISTING MAN DOOR TO BE REPLACED FOR A 3'-0"I(4'4"WINOOW 4•-0" / 7'-r 4'-5 12" 0 O•SD CARBON MONOXIDE DETECTOR \1 SW-0 (DSO /ENTRY 7 \ BATH 2 ml 288 MASTER' WIC CARPET I MASTER BEDROOM CAR Ei 76) LOWDECK T 0 LOWER ER THAN THEEFLOOR, GUARDRAIL ®36"ABOVE 4 DECIDING 11 luwbcr tlrPofe.el to AApMAj'4ex 5 M(( bE P•T. er 40.0e- MRf r. VeJJM3SOLE tIII ckc*/. NOTE: / REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRE GUARD HEIGHT WHICH ALLOW PA3Ser-' OF A SPHERE 0 INCHES IN DIMMER. HOUSE VENTILATION 2015 IRC WHOLE 8 TABLE R403.5 - PROVIDE WHOLE HOUSE VENTILATION PER M1507, INTERMITTENT HOUSE VENTILATION USING EXHAUST FAN PER 1507.3, TABLE 1507 3 3(1) 1507.3.3(2) PROVIDE CONTROLS PER 1507.3.2. COMPLY WITH WSEC SYMBOL LOCATION MINIMUM FAN REQUIREMENTS j�Jj A BARN 8 Powder Min. 50 dm (INTERMITTENT) • .025" WG (TABLE M1507.3) B Kitchen Min. 100 cfm (INTERMITTENT)®.025" WG (TABLE M1507.3) (Range hood or down draft exhaust fan rated at min. 100 cfnl at 0.10" wg may be used for exhaust fan requirement) i�.yC Laundry Min. 160 ctm (INTERMITTENT) C .025" WG -to function and be labeled as wtwM Muse fan (4-5 BEDROOMS 3001< 4500 SF.) TO OPERATE AT LEAST 50% OF TIME IN EACH 4-HOUR SEGMENT Room DRYER VENT PER (TABLE M1502 441) VENTED TO OUTSIDE *ALL FANS TO VENT TO OUTSIDE L 4,4 • U-FACTOR ALL 'WINDOWS AND GLASS DOORS MUST HAVE U-FACTOR=0.250R BETTER NOTE: FRESH AIR PROVIDED BY WHOLE -HOUSE EXHAUST FAN WITH FRESH AIR PORT (NET 4 SF IN MIN. OPENING) AT EACH HABITABLE ROOM. A TIMER OPERATES AN EXHAUST FAN WHICH PULLS OUTSIDE AIR THROUGH AIR INLETS LOCATED IN EACH HABITABLE ROOM. NOTE: ALL SHOWERHEAD AND KITCHEN SINK FAUCETS SHALL BE RATED ®1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHELL BE RATED © 1.0G PM OR LESS. CONTRACTOR TO KEEP PRODUCT LITERATURE ON SITE. LIMITING DEVICE FOR TUBS TO PROVIDE MAX. 120"F HOT WATER TEMPERATURE. 5' 5'<" 25'-10" d MAIN FLOOR PLAN ALE 1/4" = 11-0" EY➢wBNbin FOR LATERAL MID GRAVITY ONLY 4•. SW-4 4' ISW 413 OP TOFIWIDIWI PORCH CONCRETE TO TOP RISER TO W P I1) EXTEND 8 BOn. RETURN TTYR. (SEE 0' MM. RED AL TREAD CC 2, THRUST BLOCKING NOTE: PER IRC 2015 CODE R3I1.7.5 STAIRS TREADS AND RISERS R311151 RISER HEIGHT. THE MAXIMUM RISER HEIGHT SHALL BE 79' INCHES (196 me). THE RISER SHALL BE MEASURE VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT Vfl TRIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE SMALLEST BY MORE THAN a INCHES (9.5 mm). ■ 20•-0" 6-0'X44 O EGRESS 1 IT Mk MMCMT ILWDIWL-1-19CLE FRMIWALL HMIDRNIS PER ARC R3113..3 BALUSTERS PER IRC R312.3 1x8 RISER VEAD LESS THAN 4• BETWEEN BALUSTERS SW4 BM. OR D8l PER PLAN 1 11 ,� .: Wor 1? GM ON ALL SURFACES OF USABLE SPACE UNDER STAIRS (3) 2 x 12 STRINGERS FIREBLOCKING AT TOP AND BOTTOM ACROSS STRINGER BETWEEN STUDS R3117.5.2 TREAD DEPTH. THE MAXIMUM TREAD DEPTH SHALL BE 10" INCHES (254 mm.). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAT DEPTH WITHIN ANY FLIGHT OF STAIR SHALL NO EXCEED THE SMALLEST BY MORE THAN a' INCH (9.5 mm.). TYP. INTERIOR STAIR FLOOR PLAN NOTES: • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. • SEE ROOF FRAMING FOR ALL HEADER 0110 BEAM CALL -OUTS. • MAIN FLOOR PLATE HEIGHT SHALL BE 17-0", TYP. • TOP OF WINDOWS /9 6.8 ABOVE FLOOR, TYP. • EXTERIOR WALLS SWILL BEERS HF ®1B' o.c. AND INTEMO INTERIOR WALE 2x4 O SE 451 U.N.O.• ALL ANGLED WALLS TO BE4S U.N • ALL WINDOWS (WOOD. ALUMINUM. OR VINYL) SHALL COMPLY IN/ W.S.E.C. FRAMERS TO VERIFY ROUGH OPENING • PROVIDE SOLID BLOCKING 0 ER SUPPORTS. • SMOKE DETECTORS TO BEWIR ED RED col AND DISCONNECTION SWITCH D BATTERY BACKUP. DEVICES TO BE INTERCONNECTED IN ACCORDANCE W/SECTION R313.1. IRC. • SMOKE DETECTORS TO BE LOCATED IN ALL BEDROOMS. • HANDRAIL AT STARS TO BE MOUNTED AT 34"-SB"ABOVE TREAD NOSING IN ACCORDANCE w/ R311.5.6, IRC. • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. USE (2) 2x6 AT a"WMLI S. USE (2) 2N AT P WALLS. UNLESS NOTED OTHERWISE. • VENT ALL FANS MID DRYER EXHAUST TO EXTERIOR. • ALL STODGE a SPACES UNDER STARS TO BE FINISHED w/ 1? GWR. • DOOR BETWEEN HOUSE a GARAGE SHALL BE A SOLID CORE WOOD ODOR, SOLID OR HONEYCOMB STEEL DOOR. NOT LESS THAN 1-3/8" IN THICIOIESS. • PREFABRICATED FIREPLACES, CHIMNEYS AND RELATED COMPONENTS TO BEM U.L. OR B.C.O. SEAL OF APPROVAL ANDTO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. • TOILET PAPER DISPENSERS TO BE MOUNTED ® 2-RAVE. (TYP.) • ALL TOWEL BARS TO BE 24"WIDE, MOUNT TOWEL BARS e 42AF.F. KEY NOTES: ON DEMAND WATER HEATER MIN EFA.91 VENTEDTO OUTSIDE HEAT ELEMENTS MD SWITCHES TO BE 18" ABOVE CONCRETE SLAB. 1SW24" CRAWL SPACEACCESS PROVIDE 2x8 BLOCK AT Se AF.F. FOR THERMOSTAT 1?GYPSUM WALL BOARD ON ALL WALLS AND POSTS. 5/8' TYPE X• GYPSUM WALL BOARD ON CEILINGS AND BEAMS. 51t TYPE I(' G.W.B. SHALL BE INSTALLED PERPENDICULAR TO THE CEILING FRAMING MO SHALL BE FASTENED AT MAXI.6 INCHES OC. FASTENERS PER TABLE R702.3.5. ZERO -CLEARANCE METAL PREP' M S TO SE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PREFAB FIREPLACES TO BEAR THE STAMP OF AN APPROVED TESTING U15. PROVIDE a DIM. OUTSIDE COMBUSTION AIR. HEARTH PER BUILDER/OWNER, TUBS & SHOWERS: • FIREBLOCKING IN ACCORDANCE W( SECTION R092.B, IRC. • LIMIT SHOWER FLOW TO 2. 5 G.P.M. • WALLS SHALL BE WATERPROOF TO A MN. 70" ABOVE DRAIN INLET. • ALL GLAZING INCLUDING WINDOWS LNTHIN 80" OF STANDINGNMLKING SURFACE SHALL BE SAFETY GLASS. FLOOR AREA SUMMARY: EXISTING MAIN FLOOR = 550 SQ. FT. PROP. MAIN FLOOR = 587 SQ. FT. PROP. UPPER FLOOR = 453 SQ. FT. TOTAL = 1,590 SQ. FT. COVERED = 97 SQ. FT. PROP. FRONT PORCH PROP. COVER DECK = 97 SQ. FT. EXISTING. REAR PATIO = 4,477 5Q. FT. = 214 5Q. PT. TOTAL COVERED LEGEND EXISTING WALL TO REMAIN NEW WALL WALL TO BE DEMOLISHED S IALER DESIGN LLC RESIDENTIAL -COMMERCIAL 23003 55TM AVE W. MOUNTLAKE TERRACE. WA 95043 CELL:425-B77-7377 EMuueuLERDES,ON@aMAIL. con THESE Nee ARE REDRAWN MAY WRITTEN PERMI°e ' N INO91 BLEW o TEDrvTI S Pet IFIC F: THIS PERMISSION DLD MtR▪ i DN AND FOUR THE ECT ECONST CR T ON NAMEDS a. ANY OTHER USE CR REUSE 111 CONSENTICTLY '•FRROM STALER SIALED ROuT THE DESIGNRirrEN LLC. C© •IALER DEBISN LLC REVISIONS DATE DESCRIPTION PROJECT: VASQUEZ ADDITION 16216 47TH AVE S TUKWILA, WA 98188 CLIENT : VASQUEZ FIDENCIO & ALICIA MOR 16216 47TH AVE S TUKWILA, WA 98188 SHEET NAME: MAIN FLOOR PLAN, UPPER FLOOR PLAN & FLOOR PLAN NOTES EXPIRED JAM 0.12028 b I RECE -'CAI CITY OF TUKWIL.A Nov 16 2016 PROJECT NUMBER: 2016-15 DATE: CHECKED: 11-08-16 DRAWN: LS STATUS: BUILDING PERMIT bWO3!s PLOT SCALE: 1:1 A2.1 t4 GABLE END TRUSS 20l L 1-1 CT DS ROOF VENT N) TOTAL TYP. I --I 116P1j[Q1 2SX3S ACCES • IJ I I I i 2 • 1 COMMON TRUSS 024. O.C. 1 DST I GABLE ENDD TRUSS 4 4 ❑ ROOF FRAMING PLAN CALE 1/4" = 1'-0" ROOF VENTILATION R8062 MNIMUM VENT AREA THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150. OF THE AREA OF THE VENTED SPACE. EXCEPTION THE MIN. NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE SPACE PROVIDED ONE OR MORE OF THE FOLLOWINGCONDITIONS ARE MEET: 1- IN CLIMATE ZONE 6, T MID 8, A CLASS I OR II VAPOR RETARDER S INSTALLED OU THE WARMHN-VANTER SIDE OF THE CEILING. 2-AT LEAST40 PERCENT AND NO MORE THAN 50 PERCENT OF THE REQUIRED VENTILATINGAREA 13 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATOR SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS. INSULATION MORE TARN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED ATTIC VENTILATION CALCULATION 5E.D F = 323 SF O NET VENT AREA REWIRE) 150 AREA PR.'AIDEDAT EAVES MS LF. Of VENTS AT 5.250.N./LF=304.2SQN 3042 SO. N/ 144=2.1 SO. FT. AT RAVE VENTIATON ASED ON 13) 24 UP- HOLES N EVERY 1MSS BLOCK. PROVIDE METAL MESH W OPENINGS OF VENOM. AREA ROWNSBY ROOFWNTS (61 M50 ROCFVEW/SAT .35 F EACH=21 SF PROVIDED TOM VE NTATON PLOWDED = 42 SO. FT ROOF NOTES • VRITTENDIFNSONS THE PRECEDENCE OVER SCALE) DAMSONS VERIFYML ONBSDNSMO CONMIENS SITE FEED • All BEMISAM) HEADERS SHALL BE 4x 10UFK2 UNLESS OTHERWISE NOTED SEE PLANS FOR BEAM WES • PRE/ NIFACL/RED WOOD TRUSSES ®b•O.c (TYR.. DRDI • PROVIDE SAPS 4 HI HNRCAHETE AT EACH BID Of EVERY ROOF TRUSS. TROVE( DIH2.SAT EACH END O 2FLYMDGREAIERGFEERTRUSFS • ROOF SWEATING SHALL OETNSOSBAPFIEDLMIN LONG DIE SDN ACROSS TRUSSES OR PAPERS NIL 60 Al ANSI Luca MIDOYER ALL SWEAR AWLS AND CMG TA miss M NALB0 B 0 camp OVERALL NRMIEDNTE FRAMING 0Int • ROVM SOUD &GONG OWNSUPPORR • ROOF OVBUWIGS PER PUN • ROOF MOLES PER PLANS ANDORELEVATOIS. • ISTNLSKYU:RS 0E2x 6 UM • ALL TRISSESNMO RAFTERS TOSE SPACED AT 24" OC. W. UNLESS NOTED OTHERWISE • F1:22 SIwaED AREAS INDICATE OVER I FRAMING OYER ROOF BELON • ■ DENOTES DUD BEARNG ULCER COKE/ORALS LOADS USE (2) B® AT 3 WALLS. UFI21291AT( YMILS. UNLESS NOTED OTHERWISE • ® CROSS IUTCIEDNVLS INDICATE DEMNG WADS TO BE FREED VHTHL STIESAT /COD. MA ONO. 1E D 00m(SPOW TOORATE a = D B ` W MNSPOR TO LOWER ROOF ® • ATRCVENT - SPACED PER PLAN PERATIE VENTIATIEN CND) TRUSS NOTES • TRUSS DESIGN DRAWINGS SHOAL BE PROVIDED MTh RE &FFMEM OF TRUSSES CELPEPED 1O THE JOB Sot AND NMIS BE ON TIE 136 SITE • EP EERING DATAMD DETAILS SHALL BE APRTEED N THE BUILDING OFFICIAL BEFORE NSTNLATXN. • • 1RSSES SELL BEOESOFD BYA RC/9STEEDWNSHNGTON 3FAJE ENGINEER STRESS ANALYSIS. ORATES ME CETALS SHALL BE SWIPED BY AN APPROVED STATE OF MYHI GTON RESISIBRED OAKEN MO FAHRKAT O FROM ONLY THESE DESIGNS ROOF TRUSSES SHALL BEFRMED AM01E0 WRITHE FRAAELAORKO OSUPPORTNG WALLS S0 AS TO FORM AN INTEGRAL PAT OF THE WHOLE BUILDING. ROC, TRUSSES SELL HAVE/ON/SWELL RUED ME PAIL HAW L ENSON /EMBERS VEIL11GHIEMEBEFORE ARN LOAD IS PLACED WON TIE TRUSS. O % OAMA ) SRN BRACING SHALL EE USED TO MACE ALL TRUSSES • PRE4wawACTIMEDTRUSSES TO BE STAMPED BY TE MANUFACTNER OR BY A ELA.ITY CONTROL AGENCY SUCH AS THE YASHINGTON STALE 1MUSS FABRICATORS CaNCL • TRUSS IFNIAATEN PERNMENBY WFI EDTO EACH TRUSS SIWLCONMAN TRUSS MAMEACTMH88 RENTRCAMON, DESIGN LOADMO TRUSS SPACING. • TRUSS MAJOALNRER TO NOTIFY DESIGNER OR ENGINEEROF ANY SIO FICANI LOADS NOT AMOUNTED FOR N TNEARCHTEC11 L OMWI NGS.THESE SHALL HCLUDE BUT ARE NOT ULITEO TO PUNT LOADS ME UPLIFT LOADS IF NECESSARY, PROVIDE TRUSS DRAWINGS FOR REVEW BY ENGINEER • NNBE&INGWALLS SHALL BE WUD AWAY FROM THE TRUSS BOTTOM CHORD WTH AN APPROVED PASSERS (SUCH AS SEPSON DC) TO ENSURE THAT THETRUSS BOTTOM CHARD ALL NOT BEAR ON THE WALL • TRUSSESBMLL BE OESENED FOR UNIFORM LOWING AS FELONS: DP ate %PSF O TRIBUTARY A•A. BOTTOM CHORD'. 5 PSF CCTiBUTARY AREA UPPER FRAMING PLAN CALE 1/4" = 1'-0" FLOOR FRAMING NOTES • WRITTEN DIMENSIONS TARE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. • ALL HEADERS TO BE 4 x 10 OF F2 U.N.O. • ALL GLB TO BE 24F-V4 DF/DF UNLESS NOTED OTHERWISE • SEE FLOOR AND / OR FRAMING PLANS FOR BEAM SIZES. • PROVIDE SOLID BLOCKING AT AU. BEARING POINTS • • DENOTES ROOD BEARING UNDER CONCENTRATED LOADS. USE (2) 216 AT 5" WALLS. USE (2) 2x4 AT I"WALLS. UNLESS NOTED OTHERWISE. • ODENOTES POINT LOAD FROM ABOVE • 3:!'.ATC:1 CROSS HATCHED WALLS INDICATE BEARING WALLS TO BE FRAMED WITH 3 STUDS AT 16.0 O.C. MAX. U.N.O. //OO SHADED AREAS INDICATE SOFFITED • [1�1/441AREAS SEE PLANS FOR DEPTH • ALL VOID SPACES TO BE FIRE AND DRAFT STOPPED PER IBC • FLOOR SHEATHING SHALL BE 2302• TIG 0.5. B. U st4O- SUBFLOOR APPLIED WITH LONG DIMENSION ACROSS JOISTS. STAGGER ENDJOINTS. GLUE AND NAIL® ALL PANEL EDGES AND OVERALL SHEARWPLLS w/ 10d NAILS ® S' 8.4 AND OVERALL INTERMEDIATE FRAMING 01T I.c. • FLOOR JOISTS ARE 11 *TJ1110 Q 18° oa (TYP. ON.0) • USE SIMPSON HANGERS FOR SINGLE AND DOUBLE JOIST CONNECTION AND SIMPSON HU HANGERS FOR ALL BEAM CONDITIONS. • ALL WINDOW HEADERS TO BE SET AT S-1P AT S' PLATES AND AT 8'-0" AT fit PLATES. UNLESS NOTED OTHERWISE PER ELEVATIONS. • PROVIDE 'PEE POST BASES AT POST TO FDN. CONNECTIONS U.N.O. AND 'AC POST CAPS AT POST TO BEAM CONNECTIONS U N.O. 0 YM STUB ST El. AT24"OC EXISTING— FOUNDATION TO REMAIN 9 }" STEP 20-0" la Tar 8'-11M• It-10 3/4" ItW y-0,9 r--- i 4i .1I 2x oA1S'O.•, III TJIIDM O.C. ii l DBL 2810 2X100 8.00J 2l( 0018.0.C. Ili OP ! I r 1 I IJ DBL 21(10 I AD, r {IIl II �71 CRAWL SPACE VENT. (P) TOTAL TYP. II _t — C• WLSPACE �• _ J J •• BMIL > K GRADE VAPOR BARRIER 2AT SE 12 AT SEMIS I 2X100IV' GC. !ll _IIII 2X1043 O.C. L NOTE: '•' N• • VIES LINES WMLS AND Fr �RES ABOVE BOVE L 31 2 III I.. ♦- 1 I-i1 " y Ir ^ 1 _, _ I I I y S"—I yy - -T STUB STE EL I a7 AT 24"OC r. (3 I J zv 12-0" I sz low 2V-0" FOUNDATION PLAN CALE 1/4" =11-0" FOUNDATION NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD • STEP FOUNDATION PER SITE CONDITIONS VERIFY STEP LOCATIONS WTTIL DEVELOPER • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. • 2x6 P.T. (SODIUM BORATE PRESSURE TREATED) SILL PLATES w/ 5/8"-x12" ANCHOR BOLTS 6 3x3x1/4" WASHERS (1) 4'-0" o.c. TO FOUNDATION (TYP. U.N.O3. ANCHOR BOLTS SHALL HAVE MIN. 7" EMBEDMENT INTO CONCRETE. • FLOOR JOISTS TO BE 2X10 AT 16" O.C. UNLESS NOTED OTHERWISE • FLOOR SHEATHING SHALL BE 23/32 TEA OSB SUBFLOOR APPLIED w/ LONG DIMENSION ACROSS JOISTS, STAGGER END JOINTS. GLUE AND NAIL ® ALL PANEL EDGES AND OVER ALL SHEAR WALLS wl 100 06" o.c. AND OVER ALL INTERMEDIATE FRAMING I$ 12 o.c. • BEAMS TO BE 4 x 10 DFY2 UNLESS NOTED OTHERWISE • PROVIDE SOLID BLOCKING OVER ALL SUPPORTS -1INDICATES STRAP HOLDOWNS. PER PLANS. LOCATED AT ENDS OF MAIN FLOOR SHEAR WALLS ABOVE INSTALL PER DETAILS ON SHEETS 51 AND 52 AND MANUFACTURER'S SPECIFICATIONS. SEE FUSS FOR RETROFIT HOLDOM1. • VERIFY ALL PLUMBING DROPS. • FOOTINGS TO BEAR ON UNDISTURBED OR COMPACTED SOIL OF 2000 PSF MIN. BEARING CAPACITY. MINIMUM DEPTH CA EMBEDMENT FOR ALL FOOTINGS SHALL BE 18 INCHES. • PROVIDE 4 x 4 PT POSTS UNDER BEAMS (4 x SAT BEAM SPLICES). PROVIDE POSITIVE CONNECTION TO BEAMS • PROVIDE 1/2' MINIMUM AIRSPACE BETWEEN CONCRETE AND WOOD. USE PRESSURE TREATED WOOD WHEN IN CONTACT WITH CONCRETE • COVER CRAWL SPACE GRADE WITH 6 MIL BLACK VAPOR BARRIER. LAP EDGES 12 MINIMUM. EXTEND 12 MN UP FON. WALL SPREAD FOOTING KEY 30• • Ix1 POST ON 18118"xs" THICK CONCRETE PAD • Ix4 POST ON 2452458" THICK CONCRETE PAD w/(3)1/4 EACH WAY • 4x4 POST ON 305G04T THICK CONCRETE PAD w/(4) 94 EACH WAY CRAWL SPACE VENTILATION CRAWL SPACE AREr687 SF CRAWL SPACE AREA / 15M3.9 SF OF VENT AREA REDD TYP. VENT SCE = 14" x r x .80 (80% EFFICIENCY) • .62 SF / VENT VENT AREA /.82=7 VENTS REOURED 7 VENTS SHOWN (SEE PLAN FOR LOCATION) 7 VENTS x.62 (4.34 SF VENT AREA PROVIDED • VENTS SHALL BE COVERED WITH CORROSION RESISTANT VWRE MESH WITH 1/4" MAX OPEMNGS. FwBMMIpi1 FOR LATERAL AND GRAVITY ONLY EXPIRED JAN 0.12020 SIALER DESIGN LLC RESIDENTIAL -COMMERCIAL 230o3 SSTH AVE W. MCUNTLAKE TERRACE. WA 98043 CELL: 425.077- 7377 EMAIL: SIALER DESIIN@GMAIL. coM THESE DRAWING R COPYRIGHTED AND MAY NOT BE wRITTEN COPIED OE DRAWN WITHOUT THE USE OF THIS DRAWING ia UNITED TO A OR PERSONS NAMED HEREON AND FOR OTHEER"'u' STRICTLY d CONSENT PROHIBITED SIALER WITHOUT LC, © COPYRIGHT DESISN PLC REVISIONS DATE DESCRIPTION PROJECT: VASQUEZ ADDITION 16216 47TH AVE S TUKWILA, WA 98188 CLIENT : VASQUEZ FIDENCIO & ALICIA MOR 16216 47TH AVE S TUKWILA, WA 98188 SHEET NAME: FOUNDATION PLAN, UPPER FRAMING PLAN, ROOF FRAMING PLAN, AND NOTES APPROVED RECER' -y CITY OF TLIK'V S._ NOV 18 2016 RMI1 CENT(:: PROJECT NUMBER: 2016-15 DATE: 11-08-16 CHECKED: DRAWN: LS STATUS: BUILDING PERMIT b1k031r A2.2 PLOT SCALE: 1:1 GUARDRAIL a 36"ABOVE DECKING NOBS: REQUIRED OTJARE 81 ANOT HAVE OPENINGS FROM THE WALKING SURFACE TO TIE REQUIRE GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 'ROES N DIAMETER. 12 5 12 I i 1 I�III I I I II II I I S.G. T.O. PLATE WOODSHINGLE APSI a IIIf r UPPER FLOOR post MAW FLOOR WEST ELEVATION SCALE 1/4" = 11-011 UPPER FLOOR 12 _A11iii miumlili�i� mi �iI'' !:ii.._ S.G. MAIN FLOOR S.G. ELEVATION NOTES • VERIFY SHEAR WAIL NAILING AND HOLDDOVMS PER STRUCTURAL PLANS AND SCHEDULES PRIOR TO INSTALUNG MDING. • THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED. GASKETS). AND WATERSTMPPED TO UMIT AIR 1 FAKArK • PROVIDE CONTINUOUS METAL GUTTERS (TYP.) • PROVIDE ROOF VENTS PER SECTION RBOB. IRC (SEE ROOF FRAMING PLAN) • PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERFIASHING AT ALL ROOF PENETRATORS INCLUDING CHIMNEYS AND SKYLIGHT PER IRC SEC. R7038 —'—MIPS GRADEFNiAWAY!ROMSTROCTURE D Int 11NaT 10-0"OR &WALE TO ENSURE DRAINAGE AWAY FROM STRRCTURE PER IRC SECTION R4013, IRC 105.1 WOOD SHINGLE LAP SKIING EAST ELEVATION SCALE 1/4" =11-0" iQN$eW411 FOR LATERAL AND GRAVITY ONLY ger:Focr IIIIIIIIII SOUTH ELEVATION SCALE 1/4" = 1'-0" S.G. ..illIht LnlI•11III1II%I ue., iiIsnnm1111111111I1I111lilllg1tL"_ mlldimm�lrifipnmirliiui rlt IIIIIIIIII T.O. PLATE WOODSHINGLE• F UP LAP SIDING FLOOR MAIN FLOOR NORTH ELEVATION SCALE 1/4" = 11-0" Imuro eRp 11111r1111,1111111N111K1111 'llRlg1111111111111111111 us RIR 119411p111 R-49 BATT INSULATION R-10 RIGID INSULATOR AT HEADER R-21 BATT INSULATION R4 RIGID J INSULATION III/III 11111111111/11 11111111/1 I/1i 1�11�11 1 It on 111111n ion 1111 1111111111111111 111/ 111111 SECTION 1 SCALE 1/4" = 11-0" CRAWL SPACE R3B BATT INSULATION S IALER DESIGN LLC RESIDENTIAL -COMMERCIAL 33003 35TH AVE W. MOUNTLAKE TERRACE. WA 9111043 CELL:42 s-e 77 7377 EMAIL: SIALERDEBIGNQGMAIL.COM THESE DRAWINGS ARE ODPVRIOMED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF BOWLER DESIGN USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT HEREON AND FOR THE FOR PERSONS NAMED CONTRUCTION OF ONE BUILDINANY OTHER USE OR REUE IS STP CT YBFROHI5ITt0 WITHOUT THE WRITTEN CONSENT I LER DESIGN LLC. C DOPYRIONT ante DIALER DESIGN LLD REVISIONS DATE DESCRIPTION 1228116 COrrecfRu per Clly PROJECT: VASQUEZ ADDITION 16216 47TH AVE S TUKWILA, WA 98188 CLIENT : VASQUEZ FIDENCIO & ALICIA MOR 16216 47TH AVE S TUKWILA, WA 98188 SHEET NAME: BUILDING ELEVATIONS, BUILDING SECTION, AND NOTES EXPIRED TYP. CEILING SHEATHING © ROOF 1/2'G.W.B. w/ES COOLER NAILS® Tex OR 5/6" G.W.B. w/M COOLER NAILS C Tb.o PERIMETER NAILING ® CEILING DIAPHRAGM SHALL BE 21$ OR 20 BLOCKING INSTALLED FLAT O6ER THE TOP PLATE TO PROVIDE A 2' WJUNG SURFACE FOR G W.L NAIL TO ALL MBABERS @ CEIUNG SOUNDARY AT LEAST TS FROM ENDS AND EDGES OF G.W.B. • PV.A. (VAPOR RETARDER) PAINT • R49INSULATION @Arne TYP. EXT. WALL CONST. • AIDING PER EXTERIOR ELEVAn0r * R-4 RIGID INSULATION • BUILDING PAPER PER SECTION R70.2. IRC • on0.S.B. SHEATHING w/ HAILING PER STRUCTURAL • 2Ji STUDS®1to.c. (U.N.O.) • R-21 BATT INSULATOR • 1? G W.B. w/ P.V.A. (VAPOR RETARDER) PAINT TYP. FLOOR CONST. • FNISH FLOOR COVERING ON ' M1lIMUM 2393"T&GO.3.B. SUBFLOOR APPUED WTH LONG DIMENSION ACROSS 2X10 JOISTS AT 15- o.c. FLOOR FRAMING . STAGGER END JOINTS. GLUE AND NAL ® ALL PANEL EKES AND OVERALL SHEAR WALLS w/M NAILS® rot AND AT ALL INTERMEDIATE FRAMING m 12b.e • NULL PER STRUCTURAL SHEETS • MMMUM R3B BATT INSULATION OVER UNHEATED SPACE BELOW JAN 41.12029 APPROVED RECEIVED CITY OF TUKWILA FEB 032017 PERMIT CENTER 1)1(rni 5- PROJECT NUMBER: 2018-15 DATE: 11-0B-1S CHECKED DRAWN: LS STATUS: BUILDING PERMIT A3.1 PLOT SCALE 1:1 SOUTH ELEVATION SCALE 1/4" = 1'-0" S.G. ..illIht LnlI•11III1II%I ue., iiIsnnm1111111111I1I111lilllg1tL"_ mlldimm�lrifipnmirliiui rlt IIIIIIIIII T.O. PLATE WOODSHINGLE• F UP LAP SIDING FLOOR MAIN FLOOR NORTH ELEVATION SCALE 1/4" = 11-0" Imuro eRp 11111r1111,1111111N111K1111 'llRlg1111111111111111111 us RIR 119411p111 R-49 BATT INSULATION R-10 RIGID INSULATOR AT HEADER R-21 BATT INSULATION R4 RIGID J INSULATION III/III 11111111111/11 11111111/1 I/1i 1�11�11 1 It on 111111n ion 1111 1111111111111111 111/ 111111 SECTION 1 SCALE 1/4" = 11-0" CRAWL SPACE R3B BATT INSULATION S IALER DESIGN LLC RESIDENTIAL -COMMERCIAL 33003 35TH AVE W. MOUNTLAKE TERRACE. WA 9111043 CELL:42 s-e 77 7377 EMAIL: SIALERDEBIGNQGMAIL.COM THESE DRAWINGS ARE ODPVRIOMED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF BOWLER DESIGN USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT HEREON AND FOR THE FOR PERSONS NAMED CONTRUCTION OF ONE BUILDINANY OTHER USE OR REUE IS STP CT YBFROHI5ITt0 WITHOUT THE WRITTEN CONSENT I LER DESIGN LLC. C DOPYRIONT ante DIALER DESIGN LLD REVISIONS DATE DESCRIPTION 1228116 COrrecfRu per Clly PROJECT: VASQUEZ ADDITION 16216 47TH AVE S TUKWILA, WA 98188 CLIENT : VASQUEZ FIDENCIO & ALICIA MOR 16216 47TH AVE S TUKWILA, WA 98188 SHEET NAME: BUILDING ELEVATIONS, BUILDING SECTION, AND NOTES EXPIRED TYP. CEILING SHEATHING © ROOF 1/2'G.W.B. w/ES COOLER NAILS® Tex OR 5/6" G.W.B. w/M COOLER NAILS C Tb.o PERIMETER NAILING ® CEILING DIAPHRAGM SHALL BE 21$ OR 20 BLOCKING INSTALLED FLAT O6ER THE TOP PLATE TO PROVIDE A 2' WJUNG SURFACE FOR G W.L NAIL TO ALL MBABERS @ CEIUNG SOUNDARY AT LEAST TS FROM ENDS AND EDGES OF G.W.B. • PV.A. (VAPOR RETARDER) PAINT • R49INSULATION @Arne TYP. EXT. WALL CONST. • AIDING PER EXTERIOR ELEVAn0r * R-4 RIGID INSULATION • BUILDING PAPER PER SECTION R70.2. IRC • on0.S.B. SHEATHING w/ HAILING PER STRUCTURAL • 2Ji STUDS®1to.c. (U.N.O.) • R-21 BATT INSULATOR • 1? G W.B. w/ P.V.A. (VAPOR RETARDER) PAINT TYP. FLOOR CONST. • FNISH FLOOR COVERING ON ' M1lIMUM 2393"T&GO.3.B. SUBFLOOR APPUED WTH LONG DIMENSION ACROSS 2X10 JOISTS AT 15- o.c. FLOOR FRAMING . STAGGER END JOINTS. GLUE AND NAL ® ALL PANEL EKES AND OVERALL SHEAR WALLS w/M NAILS® rot AND AT ALL INTERMEDIATE FRAMING m 12b.e • NULL PER STRUCTURAL SHEETS • MMMUM R3B BATT INSULATION OVER UNHEATED SPACE BELOW JAN 41.12029 APPROVED RECEIVED CITY OF TUKWILA FEB 032017 PERMIT CENTER 1)1(rni 5- PROJECT NUMBER: 2018-15 DATE: 11-0B-1S CHECKED DRAWN: LS STATUS: BUILDING PERMIT A3.1 PLOT SCALE 1:1 T.O. PLATE WOODSHINGLE• F UP LAP SIDING FLOOR MAIN FLOOR NORTH ELEVATION SCALE 1/4" = 11-0" Imuro eRp 11111r1111,1111111N111K1111 'llRlg1111111111111111111 us RIR 119411p111 R-49 BATT INSULATION R-10 RIGID INSULATOR AT HEADER R-21 BATT INSULATION R4 RIGID J INSULATION III/III 11111111111/11 11111111/1 I/1i 1�11�11 1 It on 111111n ion 1111 1111111111111111 111/ 111111 SECTION 1 SCALE 1/4" = 11-0" CRAWL SPACE R3B BATT INSULATION S IALER DESIGN LLC RESIDENTIAL -COMMERCIAL 33003 35TH AVE W. MOUNTLAKE TERRACE. WA 9111043 CELL:42 s-e 77 7377 EMAIL: SIALERDEBIGNQGMAIL.COM THESE DRAWINGS ARE ODPVRIOMED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF BOWLER DESIGN USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT HEREON AND FOR THE FOR PERSONS NAMED CONTRUCTION OF ONE BUILDINANY OTHER USE OR REUE IS STP CT YBFROHI5ITt0 WITHOUT THE WRITTEN CONSENT I LER DESIGN LLC. C DOPYRIONT ante DIALER DESIGN LLD REVISIONS DATE DESCRIPTION 1228116 COrrecfRu per Clly PROJECT: VASQUEZ ADDITION 16216 47TH AVE S TUKWILA, WA 98188 CLIENT : VASQUEZ FIDENCIO & ALICIA MOR 16216 47TH AVE S TUKWILA, WA 98188 SHEET NAME: BUILDING ELEVATIONS, BUILDING SECTION, AND NOTES EXPIRED TYP. CEILING SHEATHING © ROOF 1/2'G.W.B. w/ES COOLER NAILS® Tex OR 5/6" G.W.B. w/M COOLER NAILS C Tb.o PERIMETER NAILING ® CEILING DIAPHRAGM SHALL BE 21$ OR 20 BLOCKING INSTALLED FLAT O6ER THE TOP PLATE TO PROVIDE A 2' WJUNG SURFACE FOR G W.L NAIL TO ALL MBABERS @ CEIUNG SOUNDARY AT LEAST TS FROM ENDS AND EDGES OF G.W.B. • PV.A. (VAPOR RETARDER) PAINT • R49INSULATION @Arne TYP. EXT. WALL CONST. • AIDING PER EXTERIOR ELEVAn0r * R-4 RIGID INSULATION • BUILDING PAPER PER SECTION R70.2. IRC • on0.S.B. SHEATHING w/ HAILING PER STRUCTURAL • 2Ji STUDS®1to.c. (U.N.O.) • R-21 BATT INSULATOR • 1? G W.B. w/ P.V.A. (VAPOR RETARDER) PAINT TYP. FLOOR CONST. • FNISH FLOOR COVERING ON ' M1lIMUM 2393"T&GO.3.B. SUBFLOOR APPUED WTH LONG DIMENSION ACROSS 2X10 JOISTS AT 15- o.c. FLOOR FRAMING . STAGGER END JOINTS. GLUE AND NAL ® ALL PANEL EKES AND OVERALL SHEAR WALLS w/M NAILS® rot AND AT ALL INTERMEDIATE FRAMING m 12b.e • NULL PER STRUCTURAL SHEETS • MMMUM R3B BATT INSULATION OVER UNHEATED SPACE BELOW JAN 41.12029 APPROVED RECEIVED CITY OF TUKWILA FEB 032017 PERMIT CENTER 1)1(rni 5- PROJECT NUMBER: 2018-15 DATE: 11-0B-1S CHECKED DRAWN: LS STATUS: BUILDING PERMIT A3.1 PLOT SCALE 1:1 GENERAL STRUCTURAL NOTES (11la folNwinp MOM unless shown Melwie on the piano) 1, ALL MATERIALS MD WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE. 1E3W EDITION) TaIS 2. DESIGN CRITERIA ROOF LIVE LOAD FLOOR LIVE LOAD (RESIDENTIAL) FLOOR LNE LOAD (DECK) STAIR 8 CORRIDOR LIVE LOAD WALL MECHANICAL UNITS WIND EARTHQUAKE ALLOWABLE SOIL PRESSURE SEE PLANS FOR ADD. LOADING CRITERIA. 3 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. 7ISIMECTZWRZTOCMISRVZIMEMSIONS AND CONDITIONS FORCOMPAIBLLTY AND SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 25 PSF 40 PSF 60 PSF 100 PSF 10 PSF WEIGHTS FURNISHED BY MFGR. 85 MPH. EXPOSURE "B" K2=1 a Sg1.55 S :45 (SITE CLASS 'D') 2000 PSF (NATURAL SOILS OR COMPACTED) 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFIEY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAW NGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWMN. SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS WHICH ME TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED STALL BE SUPERVISED BY TRESTIFFGERMR0a1NUFACTURING, DELIVERY, HANDUNG, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR FLOOR TRUSSES. ROOF TRUSSES AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWWNGS REVIEW DMENSONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD. AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWWNGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDEA REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARLED AND RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE O SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT. THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO TURNISH AND INSTALL ANO AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE, IF DEVIATIONS. DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER THE DESGN DRAWNINGS AND SPECIFICATONS SHALL CONTROLAND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS, AND EXTERKR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEERS STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AN ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SIALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST, GEOTECHNICAL 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATNIN. COMPACTION. AND FLUNG REQUIREMENTS, SHALL CONFORM STRICTLY WHIN RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEM ON SOLID UNDISTRUBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHSIELEVAIONS SHOMI ON PLANS (OR IN OETALS)ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTPBJSHED BYTNE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACIWILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOLS REPORT CONCRETE 13. CONCRETE SHALL ATTAIN A 26 DAY STRENGTH OF to" 2500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF LEMNNf YEN CUBIC YARD AND NO MORE THAN 8 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH M AIR -ENTRAINING AGENT CONFORMING TO INC. THE AMOUNT SHALL BE 4 %R1% BY VOLUME. ALL EXPOSED CONCRETE SHALLHAVE STRENGTH OF Rn 9000 PSI 14. REINFORCING STEEL SHALL CONFORM TOASTM MIS, (INCLUDING SUPPLEMENT 81) GRADE 40. M 40.000 PSI. EXCEPTION: COLUMN TIES. BEAM STIRRUPS, BARS TO BE FEILD BENT. BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40 fy= 40,000 PSI REINFORCING COMPLYING WITH ASTM MI5 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED INA.W.S. D1.4 ARE SUBMITTED. NO REINFORCING SHALL BE WETSET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO AST* A-185. ALL CONCRETE EXPOSED TO WEATHER. INCLUDING GARAGE SLABS, 15 REQUIRED TO BE 3000 poi CONCRETE AND HAVE MR ENTRAINMENT OF 5%. (IBC 1504.2.2, IBC 1904.2.1. R402.2. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 31580 AND 31883. LAP ALL CONTINUOUS REINFORCEMENT 30 BM DIAMETERS (2-0" MIN). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS LAP CORNER BARS 30 BAR DIAMETERS (TO MIN.). LAP ADJACENT MATS OF YIELDED WIRE FABRIC ONE FULL MESH (MIN. OF S) AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH (Le. WALLS BELOW GROUND) OR WEATHER 05 BARS OR LARGER) 05 BARS OR SMALLER) COLUMN TES OR SPIRAL AND BEAM STIRRUPS SLABS AND WALLS (INTERIOR FACE) CAST-INPLACE CONCRETE, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL LUNLNL IL WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES. NOTCHES. CHAMFERS. FEATURE STRIPS, COLOR. TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 17' NON -SHRINK GROUT SHALL BE FURNISHED SY AN APPROVED MWIUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. 18. STRUCTURAL STEEL DESIGN, FABRICATION. AND ERECTOR SHALL BE BASED ON ON THE AI.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS". LATEST EDITION, PLUS ALL REFERENCES CODES. 19 STRUCTURAL STEEL INCLUDING PLATES, AND ROLLED SHAPES, SHALL CONFORM TO ASTIR A36, Fy= 38 KSI STEEL PIPE SHALL CONFORM TO ASTM A-53, ITN E, OR 5. GRADE B, Fy= 35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500. Fru 46 KSM BOLTS SHALL CONFORM TO ASTIR A307 EXPANSION SHALL BE "PARABOLT' OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MAUFACTURESS PUBLISHED RECOMMENDATION. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AW.S. STANDARDS AND SHALL BE PERFORMED BY WABO. CERTIFIED WELDERS USING ETOXX ELETRODES. ONLY PREQDALIFIED WELDS (AS DEFINED BY MRS)SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING ETOXX ELETRODES. WELDING WITHIN 4" OF COD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS 21. FRAMING LUMBER SHALL BE MEN DRIED OR MGI5. AND GRADED AND MARKED IN CONFORMANCE WITH W.C,L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 10, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X MEMBERS) BEAMS AND STRINGERS POSTS MID TIMBERS STUDS. PLATES AND MSC. LIGHT FRAMING TOP AND BOTTOM PLATES AT BEARING WALLS BOLTED STUDS, LEDGERS AND PLATES 2N6 STUDS AND PLATES HEM FIRS 110.2 DOUGLAS FIR N0.2 DOUGLAS FIR N0.1 DOUGLAS FIR NO1 OR HEN FIR STAND. GRADE. DOUGLAS FIR NOT OR HEM FIR CONSTRUCTION GRADE. DOUGLAS FIR STANDARD GRADE. DOUGLAS FIR OR HEM FIR N0.3 (STUD GRADE). GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE LATH I.B.0 STANDARDS. EACH MEMBER SHWA BEM AN ARC IDENDFICATION MARK AND SHALL BE ACCOMPANIED BY AN ARC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMMNARON 24F-V4. F5= 2400 PSI. Fr- 165 PSI. ALL CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-VB, FW 2403 PSI, FY= 165 PSI. 23. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER-126. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E. Fb 2600 P51, Flo 285 P51. PARALLEL STRAND LUMBER SHALL BE FABRICATED W CONFORMANCE WITH REPORT NO. NER-292. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 20E, FG 2900 PSI. RN 210 PSI 26 PREFABRICATED OPEN WEB 8 PLYWOOD WRB TRUSSES OR COMMNATNMI WOOD AND METAL) SHALL BE DESIGNED BY THE MAUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING. PRE -NOTCHED PLATES ETC. SHALL BE THE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP D RAMNGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS)TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEM THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 25. PLYWOOD SHEATHING SHALL BE GRADE CD EXTERIOR GLUE OR STRUCTURAL II. EXTERIOR GLUE IN CONFORMANCE WITHIB.C. STANDARD N0. 25-8 ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING MO PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 27 ALLWAOD PLATES AND BLOCKING IN DIRECT CONTACT NTH u1LRETE OR MASORARY SHALL BE PRESSURE-TREATEDWRH AN A.WPA. APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING. ETC.. AND CONCRETE OR MASONRY. 28. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE BY SIMPSON COMPANY. AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WUH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE ON HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTIR A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. AU. NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH V SERIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITHAL" SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS MATH V SERIES HANGERS. 29. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOST HANGERS. AND ANY OTHER CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WTH ASTIR STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TOASTM A853, CLASS 0-183. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OF 316. SIMPSON PRODUCT FINISHES FYngFSPONDING TO THESE REQUIREMENTS ARE ZMA(HOT DIPPED GALVANIZED)AND SST300 (STAINLESS STEEL 30. ALL WOOD FRAMING DETAILS- THE FOLLCMNG APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED. MINIMUM HALING SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF ME INTER ARONAL BUILDING CODE. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING AT 8'0" o.a MAXIMUM SPACING AND SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. C PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH AND DOUBLE 7OCTAE*DERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. PROVIDE TWO 2X10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED 0 IHERWISE. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. G TOENAIL JOISTS TO SUPPORTS WITH 2-18d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING S-0" IN LENGTH TO SUPPORTS WITH U.S.P. KST29 STRAP EACH END. ATTACH TIMBER JOISTS TO PUSH HEADERS AND BEANS WITH U.S.P. IT SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE X4 STJOS 015"o.a AT INTERIOR WALLS AND 26 STUDS 018' o c AT EXTERIOR WALLS NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTING DEDUCES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON CONNNECTORS, A GIBRALTAR COMPANY, IJVERMORE, CALIFORNIA EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE IC80 APPROVAL FOR EQUAL LOAD CAPACITIES. K INOMD AL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED W TH 160 NAILS 012 o.c STAGGERED. L ALL WOOD STUDS WALLS SHALL HAVE LOWER VAOD PLATE ATTACHED TO WOOD FRRIING BELOW WITH 160 NAILS 012'o.c S IAOOEK 0 UNLESS SHOWN OTHERWISE. M ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL • BUILDING CODE. PLYWOOD ROOF AND FLOOR SHEATHIG UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WWTH 80 COMMON NAILS 0 6"o c TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PUNS AND 012 oa(1Po.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS 016ba AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16E HMIS 012" o c. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. 0 PROVIDE 2- 258 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS SI STUD WALLS NOT DETAILED OTHERWISE ATTACH MMTH'U.S.P. LUMBER CONNECTORS" P.C. POST CAPS OR EQUAL. Q 31. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAME BELOW WITH 160 NAILS AT S o c STAGGERED OR BOLTED TO CONCRETE WITH 5/W DIMMER ANCHOR BOLTS 04'-0" o.F UNLESS SHOWNOTHERWISE PLYWOOD RULING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 80 ®6"o.c. AT SHEET EDGES 80012o.c AT INTERMEDIATE BEARING PORTS 1. PROVIDE ABU POST BASE 0 ISOLATED POSTS TO CONCRETE CONNECTION. 2. PROVIDE (2) A35 CLIPS 0 TOP 8 BOTTOM OF ALL POSTS TO OTHER FRAMING MEMBERS (LLN.0.) 3. PROVIDE AC OR ACE POSTS CM O ISOLATED POSTS TO BEAM CONNECTIONS. 4. PROVIDE MIN. (2) A96 CLIPS 0 POST TO BEM CONNECTION. (UND) JAN 012020 b 1 (9 % 0315 CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRCCTED OF GRADE N UNITS CONFORMING TO ASTIR STANDARDS. SHALL B BE LAID UP IN RUNNING BOND USING TYPE'S" MORTAR, AND SHALL BE REINFORCED AID ANCHORED AS SHOWN ON THE DRAWINGS. WHERE SPECIFIC REINFORCEMENT IS NOT SHOWN, PROVIDE R6 048"o c WERTICAL MO JOINT REINFORCING (3/16" ROUND MAIN 4NRE) IN ALTERNATIVE COURSES. PROVIDE • BOND BEMIS WITH 2-0" MINIMUM BEYOND EDGEOF OPENINGS. AND 145 VERTIVAL EACH SIDE OF OPENING , AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS. DESIGN Pm - 1,500 PSI. ALL VERTICAL BARS AND OTHER EMBEDDED ITEMS SHALL BE GROUTED SOLID IN CELLS. GROUT USED FOR FILING CELLSMD BOND BEAMS SHALL CONFORM TO IBC REQUIREMENTS AND SIALLATTMN AMINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. TUKWILA, WA 98188 GENERAL STRUCTURAL NOTES E RECEl VEJ CITY OF TIJIsWILA CI NOV 18 2016 MA a 16-072 FILE NUMBER DRAM BY LFS on. 11-08-2016 Sliest S1 TYP. EXT. WILL CONST. 8THDN RJ PLAN 4" DIA 11GNULME WERE PUMPED. CONNECTED TO STORM DRAM CR DRY YELL In 4' DIA. PERE FOOTING DRAIN IN WASHED GRAVEL BED P.T. 203 SILL PLATE VW &M' DIA. x 10' A.B. VW 3' x361/4" SO. PLATE WASTERS SPACE AT 24" O.C. VW (UNLESS NOTED OTHERWISE PER SHEAR WALL SCHEDULE) MIN. 7" EMBED (1) BOLT 17 FROM CORNERS 2x6 WALL w/ R-21 INSUL (2)14 CONT. AT TOP OF WALL )14 CONT. HORZ. AT 17 0.C. M CONT. VERT AT 16" O.C. (2)64 CONT. HORIZ. \ J FOUND. WALL / JOIST ON TOP 0 3/4"=1-0" HEADER PER PLAN OUBLE TOP PLATE (TYP.) 1)CS18x38"T&DOE YwtlDOWOPENINGS MS SHOWN TO MINIMUM 2x MEMBER FILL ALL HOLES M 13.1 NAILS CS16 STRAP ca OPENING 3/4"=11-0" CONT. 2x RIM JOIST FLOOR PLYI OOD FLOOR JOISTS (PER PLAN) EXTERIOR WALL PLYWOOD PER DULE BOTTOM PLATE NAILING PER SCHEDULE PLY. SPLICE E.N. 180 T.H. @ 18' O.C. EDGE HIEING PLY. SPLICE PLY. PER SCHEDULE 2x6 WALL w/ R-21 INSUL P.T. 26 SILL PLATE vow O(&x 10'AB. W/ 313Y1/4" SO. PLATE WASHERS SPACE AT 24" O.C. W/ (UNLESS NOTED OTHERWISE PER SHEAR WALL SCHEDULE) MIN. 7' EMBED (1) BOLT 17 FROM CORNERS (1)*4 CONT. AT • OF WALL TOP FLANGE 1 JOIST WINGER M COS/. HORZ. AT10"0..C. *4 CONT. VERT. AT1IT O.C. (2)N4 CONT. HORIZ. FOUNDATION DETAIL TYP. EXT. WALL 51111314 PER N PORCH SUB /10\JOIST PERPENDICULAR TO EXTERIOR WALL 13 DRAG STRUT TRUSS 3/4"=11-0" 8B@4" O.C. PLY EDGE MAIUNG TRUSS DRAG STRUT PER PLAN DESIGN FOR 300111 LATERAL LOAD PLY PER SCHEDULE 8X8 WOOD PCST CB66 14 DINA. CONCRETE PILLAR RING'S @8"OC. (4) M VERTICAL"J" REBAR PER PLAN CONCRETE PAD 3/4"=1'-0" BOTTOM > NAILING PER SCHEDULE SPLICE AND NAIL TOP PLATES AS HOMM@AL EXTERIOR WALLS, SHEAR WALLS. &AT EACH FLOOR LEVEL AND AT ROOF. ELEVATOR (7) DBL. TOP PLATE SPLICE BOTTOM PLATE NAILING PER SCHEDULE CONT. 2x RIM JOIST FLOOR PLYWOOD FLOOR JOUSTS (PER PUN) TOP PLATE 2 STUDS MEMBER PER PLAN FLOOR PLYWD JOIST PER PLAN DIRECTION VARIES %0 DECK LEDGER 88 @4"OC PLY. TO BLOCK (2)A35 CLIPS (2)246 BLOCK EXT. WALL SHEATHING PER SCHEDULE PLY SAUCE EDGE IMMO 18d T.N.@e"0.C. EDGE NIUNG PLY. SPLICE EDGE NAIUNG EXTERIOR WALL JOIST PARALLEL TO EXTERIOR WALL to EXISTING BRICK FOUNDATION TO REMAIN 6" CONCRETE WALL 44 CONT. VERT. AT 16" O.C. 84 CONT. HORZ. AT 17 GC. M REINFORCING BARS @ 24" O.C. EPDXY GROUTED INTO THE EXISTING FOUNDATION (4" MINIMUM EMBEDMENT) AT THE CONNECTION BETWEEN EXISTING AND NEW FOUNDATIONS. 1-4' EXISTING FOUNDATION / NEW FOUNDATION 12 DOOR THRESHOLD FLASHING AS REP. NERVESTRLL FLASHING PORCH • M REBOIL STUBBED INTO SLAB AT24"o.c. MIN. 17 FREE.DRAIMNG GRANULAR BACKFILL EXTERIOR WALL PER PLAN EDGE NAILING DECK PLYWD CK JOIST PER PUN JOIST HANGER (SMPSON V HANGER) PT248 LEDGER W/(4) led @ 18'0.c. AND (0 3B'HM LAG SCREW 24"o.0 EDGE NIUNG EXTERIOR WALL PER PLAN (2) 2x6 DIAGONAL 'T BRACE 0 RIDGE AND @ 10-0" O.C. MAX. (VERIFY w/ TRUSS MFGR.) 8'-DLL LW CONT. 14E @ 8"0.C.203 CONT. TO TOP PLATE TREATED 2x WALL WIDTH PLATE W/ 34M2" COUNTER SUNK ANCHOR BOLTS AT 24' O.C. VW 3'4"41/4' PLATE WASHER TOP FLANGE T JOIST MANGER FOUND. WALL / PORCH 3/4"=1'-0" 0 TYP. GABLE TRUSS DETAIL SHEARWALL WALL (1)2x STUD @ HOEDOWN FLOOR PLYWOOD LOOR JOISTS (PER PUN) SIMPSON C516 STRAP11E wJ (28) ed NAILS SHEARWALL PER PLAN (1)2L STUD @ HOEDOWN PLY EDGE NAIUNG @ HOLDOWN STUDS (TYP) CS16 HOLDOWN AT FLOOR SEE PLANS FOR # OF HOLDOWNS 2x TRUSSES@24" O.C. 3 OUTRIGGER (OPTIONAL) EGDE NAILING DBL TOP CHORD HOR2. WEB BRACING BY TRUSS MFGR. PER T.P.I. SPECS NAIL TO ALL TRUSSES led@6"IOC. MID HEIGHT STRUCTURAL TRUSS wl 2x4 FLAT INLET STUDS i@.G2NB41" 21�O.C. ZIT@ Icrf. mM"RB 16d @ 6" O.C. (TRUSS TO 246) EDGE NAILING 7/17OS.B OR 12' PLYWOOD J SW-3 2SW-4 2SW3 SMPSON HI EL ENO/ EA. TRUSS/ RATER PLY. EWE NUUNE 2" BLOCK •tl117 VENT HOLES AS REOURED AVI2)1M T.N. DU TRUST EA END EDGE MJLNG 33ND@ 18' OC RY PBI60EOME EAVE ROOF SHEARWALL SCHEDULE TYP. EXT. WALL CONSTRUCTION (UNLESS OTHERWISE NOTED) 1. SHEATHING: 12" PLYWOOD OR 7/15" Os B., EXTERIOR SIDE, BLOCKED, NAIL w/ 88 @ 8' O.C. ALL EDGES AND@ 12" O.C. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 58 DIAL x 10"AB. S @ 48" O.C. 3 NIL BOTTOM PLATE TO FRAMING BELOW wl 18d @ 4" 0.C. 4, FASTEN DOUBLE PLATE TOJOIST OR BLOCKING ABOVE PER DETAILS ON S1 & 62. CAPACITY: 240 LB/FT INDICATES SHEARWALL w/ PLYWOOD ONE SIDE. 1. SHEATHING: 12' PLYYNTOD OR 7/16" 0S.B., ONE SIDE. BLOCKED, NAIL w18d 0 4"O.C. ALL EDGES AND 17 O.C. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/543 DN. x 10"A.B.S @ 32"0.C. 3. NAIL BOTTOM PLATE TO FRAMING BELOW W 18d @ 3" O.C. 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER DETAILS ON SI & S2. CAPACITY: 350 LEFT INDICATES SHEARWALL w/ PLYWOOD ONE SIDE. 1. SHEATHING: 1J2" PLYWOOD OR 7H6' 0S.B., ONE SIDE, BLOCKED, NMLw/80 @ 3" O.C. ALL EDGES AND 12'O.C. FIELD. 2. BOLT DBL. SILL PLATE TO CONCRETE wl5R DIA, x 10'A.B.'S @ 8" O.C. 3. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/ 120 TN. R 4"O.C. AND DETAILS ON S1 & S2. 4. USE (2)2l STUDS @ 18"0.C. & SEE DETAIL IY S1. CAPACITY:450 LB/FT INDICATES SHEARWALL w/ PLYWOOD TWO SIDES. 1. SHEATHING: 12' PLYWOOD OR O.S.B., TWO SIDES, BLOCKED, NAIL w/ 88 @ 4" 0.C. ALL EDGES AND @ 170 C. FIELD. 2. BOLT 3x SILL PURE TO CONCRETE w/ 5/6" DAxGO'. EXP. BOLTS @ 8'0.C. 3. FASTEN DBL. BOTTOM PLTS. TO DOUBLE JOIST OR BLOCKING BLW. w/ 2 ROWS 2 LAYERS 180 @ roc. OR 2 ROWS A35 CUPS @ Woo. 4. FASTEN DBL. TOP PLTS. TO DOUBLE JOIST OR BLOCKINGABV. w/ 2 ROWS A35 CUPS @ 186.8. OR PER DETAILS ON SA & 52 5. USE 3x STUDS ALL FRMC. MEMBERS RECEMNG E.N. FROMADBUTTING PANELS CAPACITY: 7W LILFT INDICATES SHEARWALL w/ PLYWOOD TWO SIDES. 1. SHEATHING 1/2" PLYWOOD OR 0.S.8., TWO SIDES. BLOCKED. NAIL w/ 8d 0 3" O.C. ALL EA/JFSAND @ 12' O.C. FIELD. 2. BOLT 3x SILL PLATE TO CONCRETE wJ 5M" DIM10'. EXP. BOLTS @ 8" O.C. 3. FASTEN DBL. BOTTOM PLTS. TO DOUBLE JOIST OR BLOCKING BMW. w/2 ROWS 2 LAYERS 184 @ 8b.c. OR 2 ROWS A35 CUPS @ 18'164 4. FASTEN DBL. TOP PLTS. TO DOUBLE JOIST OR BLOCKING ABV. W 2 ROWS A35 CLIPS @ 186).c OR PER DETAILS ON S/1 & S2 5. USE 3x SIDS @ALL FRM13 MEMBERS RECEIVING E.N. FROM AOBUITBlG PANELS CAPACITY: MKI LB/FT TYPICAL ROOF SHEATHING 7/16"O.S.B.PLYWOOD, INDEX 4G20, UNBLOCKED, w/FACE EXPI ED ____ PERPENDICULAT TO FRAMING BELOW. NAIL AS FOLLOWS: JAN 01M DER BOIAIDARY, OVER SHEARWALLS AAALL SUPPORTEDTTSBEDGES FIELD TYPICAL FLOOR SHEATHING 3W Tao, o se.. INDEX 240I20, BLOCKED, LAID UP WY FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. GLUE & NIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS, SHEARWALLS & DRAG STRUTS. ALL SUPPORTED EDGES FIELD NOTES: 1. USE 3XKt228"P 80@6"O.C. 8d 6" 0.C. 60 012"0 N AT6"IOC 88 AT 6'CC 1NALO ris is. CONNECT ALL RIM JOISTS @ EKT, WALLS w/(2) CS16 STRAPS. FILL ALL HOLES YOUTH NAILS. 2. ALL 12d NAILS SHALL BE 31/4' LONG x .131 SHANK DIA. (MIN). 3. FILL ALL HOES @ ALL HOLDOWNS w/ 212" LONG x .148 SHANK CA NAILS. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 34' LONG (MIN.* .158 SHANK DW. ww MINMUM 11M" PENETRATION. 5. USE 1214 21/8" LONG COMMON NAILS WHERE CALLED ON PLANS Se a F a. E 3 E TUKWILA, WA 98188 RECEIVED CITY OF TUK WN A NOV 18 2016 ERMj1 i:ENTEG: PI 16-072 FILE NUMBER DRAM BY LFS D.w, 11-08-2016 seat S2