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HomeMy WebLinkAboutPermit D18-0378 - MIRONYUK RESIDENCE - DEMOLITION AND NEW SINGLE FAMILY RESIDENCEMIRONYUK RESIDENCE 5604 S 150T" ST D18-0378 City of Tukwila Department of Community Development 2v 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 18 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: 3779300140 5604 S 150TH ST Project Name: MIRONYUK RESIDENCE COMBOSFR PERMIT Permit Number: D18-0378 Issue Date: 3/21/2019 Permit Expires On: 9/17/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: MIRONYUK VLADIMIR 5604 S 150TH ST, TUKWILLA, WA, 98188 VLAD NALIVAYKO 35822 12 AVE , FEDERAL WAY, WA, 98023 VNN MASTER CONSTRUCTION LLC 35822 12TH AVE SW , FEDERAL WAY, WA, 98023 VNNMAMC935JJ VLAD NALIVAYKO 35822 12 AVE , FEDERAL WAY, WA, 98023 Phone: (253) 334-47.62 Phone: (253) 334-4762 Expiration Date: 6/19/2019 DESCRIPTION OF WORK: DEMOLISH AND BUILD SFR PUBLIC WORKS ACTIVITIES INCLUDE RECONNECTING EXISTING UTILITIES (WATER, SEWER & STORM DRAINAGE) AS THE NEW IDENTICAL STRUCTURE IS CONSTRUCTED. PER DEMO D18-0370 DUE TO FIRE DAMAGE SEWER IS CAPPED ON THE INSIDE OF FOUNDATION & DOWNSPOUTS CAPPED, WM LOCKED. Project Valuation: $341,528.85 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V -B Electrical Service Provided by: TUKWILA Fees Collected: $6,997.88 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 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 Yes Permit Center Authorized Signature: _APL 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 a : -gree to the conditions attached to this permit. Signature: Print Name: Date: J — This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 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. 2: 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. 3: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 4: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 5: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 14: 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. 15: 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. 16: Manufacturers installation instructions shall be available on the job site at the time of inspection. 17: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 18: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 19: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 20: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 21: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 22: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 23: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 24: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 25: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. '11 26: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 27: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 28: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 29: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 30: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 31: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 34: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 35: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 36: Maximum grade for all projects is 10% with a cross slope no greater than 5%. (IFC D103.2) 33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 39: ***MECHANICAL PERMIT CONDITIONS*** 40: ***PUBLIC WORKS PERMIT CONDITIONS*** 41: Call to schedule mandatory pre -construction meeting with Scott Moore, Public Works Inspector, (206) 433- 0179. The existing 3/4" WM is locked and needs to be unlocked. Since the house require now a fire sprinkler system to be installed fire flow from a 3/4" WM might not pass required bucket test. If that's the case applicant shall apply for a revision to cap the existing 3/4" water service at the main, tap a new 1" water service of the water main and install a new 1" WM. 42: 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. 43: 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. 0 0 44: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 45: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 46: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 47: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 48: Any material spilled onto any street shall be cleaned up immediately. 49: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 50: 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. 51: 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. 52: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. AM disturbed areas of the site shall be permanently stabilized prior to final construction approval. 53: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on-site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 54: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. 55: Water meter shall be returned to the Minkler Shops at (206) 433-1860 for a meter reading a minimum of every sixty (60) days. Billing for water usage shall be generated upon final return of the water meter. 56: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Inspector that a 3/4 -inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1 -inch water meter with a 1 -inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Coordinate with Public Works Project Inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 0502 LATH/GYPSUM BOARD 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM CITY OF TUiTLA Community Develop„ent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY SITE LOCATION Site Address: 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** King Co Assessor's Tax No.: PROPERTY OWNER Name: Vt`t 'v rii lea �1 Address: k�'o c;{ C> ISO State: Zip: 'CONTACT<PERSON person receiving all!prolect communication: N /-a_o l a/G1,/ Name: v U Address: sg . i 2Dc, City: Fc .a/t akelState: W4 Zip: 980,73 Phone: 2S's 2 3(� ( .Fax: Email: Wwit/MA Sv... CovSTafce-T/ob,e 61M00.c.otta., GENERAL CONTRACTOR INFORMATION; Company Name: { i W A .#,er. 4i4v 4,nu It Address: `, X22 2. I z din-„ w Engineer Name: City: r / iii State: w4 Zip: gefaz2 Phone: Z -S3 334 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ;ARCHITECTOF RECO] Company Name: r ,dre�17(e-e��.� 11. 5 Architect Name: Address: /Lf 3 1/ sg ,�C, c' r City: LLe.- State: / /J., Zip: Phone: Fax: Email: ENGINEER O)FRECORD .: _ Nh Name: Vi Company Name: Q „ ® ft JJ , e.Cr .�ij f • s r�'�( Engineer Name: Address: I (3.60 / 74447 Ave, 1,0, 4 4 City: 414 w coal State: WI f Zip: 980 3b Phone: r, 2,5 778 1.L 74 Fax: 1 "� Email: LENDER/BOND ISSUED {required for projects $5,000or greater per RCW19.27.095)i-', Name: Vi Address: S6 0 4 ,c . " L S¢ City:.` State: l4I Zip: H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 4 PROJECT. INFORMATION 0 Valuation of project (contractor's bid price): $ .2 3Oj 12-420 o4c.-el 4/31. -ed SFe Scope of work (please provide detailed information): • DETAILED BUILDING INFORAMTION PROJECT FLOOR AREAS Basement ROPOSED,SQUARE FOOTAGE Ifloor 2"d floor Garage al carport ❑ g Deck — covered j uncovered 0 Total square footage Z3 set Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT.AND FIXTURES INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: p Value of mechanical work $ 81O®O fuel type: ❑ electric ® gas furnace <100k btu appliance vent ventilation fan connected to single duct i thermostat wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 6� gOO L- bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) 1 water heater (gas) bidet i clothes washer floor drain shower sink water closet lawn sprinkler system 2^ gas piping outlets H:Wpplications\Porms-Applications On Lihe\2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS .PERMIT INFOITION Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT j .. Tukwila 0 ...Water District #125 0 .. Letter of water availability provided SEWER DISTRICT [.. Tukwila ❑ .. Sewer use certificate ❑... Highline ❑ ...Valley View ❑ ... Renton ❑ ...Letter of sewer availability provided 0 .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance 0... Easement(s) ❑...Geotechnical Report 0...Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 .. Right -Of -Way Use - Potential disturbance ❑...Construction/Excavation/Fill - Right -of -Way...❑ -or- Non Right -of -Way.. ❑ ❑ .. Total Cut ❑ .. Total Fill Cubic Yards Cubic Yards 0...Work In Flood Zone 0... Storm Drainage ❑ .. Sanitary Side Sewer 0...Abandon Septic Tank 0 .. Trench Excavation ❑ .. Cap or Remove Utilities 0...Curb Cut 0 .. Utility Undergrounding ❑ .. Frontage Improvements ❑... Pavement Cut 0 ..Backflow Prevention - Fire Protection ❑ .. Traffic Control 0...Looped Fire Line Irrigation Domestic Water ❑ .. Permanent Water Meter Size 0 .. Residential Fire Meter Size ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public ❑ - or - Private 0 " WO# " WO# ❑ .. Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) 0 .. water 0 .. sewer 0 .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUNDBILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 PERMIT. APPLICATION NOTES - A1, /ACABLE. TO ALL PERMITS IN THIS Ai CATION;- Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER Signature: Print Name: AUTHORIZED AGENT: VLd AlfahrIV Mailing Address: 3 -S—g 2 12" ii/Vg g s C4-9 Date: j , Day Telephone: 2.53 ~ 3 3 Li- _I 7(::, Feral Cry it/4 qEo 23 H:\Applications\Porms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $1,050.00 D18-0378 Address: 5604 S 150TH ST Apn: 3779300140 1 INCH CONNECTION CHARGE METER/INSTALL DEPOSIT TOTAL FEES PAID BY RECEIPT: R17653 R401.379.002.00.00 B401.245.100 0.00 0.00 $1,050.00 $1,050.00 $100.00 $950.00 1,050.00 Date Paid: Tuesday, May 14, 2019 Paid By: VNN MASTER CONSTRUCTION LLC Pay Method: CHECK 2190 Printed: Tuesday, May 14, 2019 1:41 PM 1 of 1 Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK .. PAID $4,631.90 D18-0378 Address: 5604 S 150TH ST Apn: 3779300140 $4,631.90 0.75 INCH $75.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE 8401.343.405.00.00 0.00 $50.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 DEVELOPMENT $3,661.47 PERMIT FEE R000.322.100.00.00 0.00 $3,639.97 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $7.50 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $7.50 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $204.43 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R17218 $204.43 $4,631.90 Date Paid: Thursday, March 21, 2019 Paid By: VNN MASTER CONSTRUCTION LLC Pay Method: CHECK 2179 Printed: Thursday, March 21, 2019 11:54 AM 1 of 1 RSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R15934 PermitTRAK DESCRIPTIONS ACCOUNT QUANTITY PAID $2,365.98 D18-0378 Address: 5604 S 150TH ST Apn: 3779300140 $2,365.98 DEVELOPMENT $2,365.98 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15934 R000.345.830.00.00 0.00 $2,365.98 Date Paid: Thursday, November 29, 2018 Paid By: VNN MASTER CONSTRUCTION LLC Pay Method: CHECK 2143 Printed: Thursday, November 29, 2018 1:39 PM 1 of 1 SYSTEMS City of Tukwila Allan Ekberg, Mayor Public Works Department - Henry Hash, Director MEMORANDUM TO: Richard Takechi }} FROM: Laurie Werle . DATE: December 3, 2019 SUBJECT: Mironyuk Residence Permit No.: D18-0378 Please reimburse VNN Master Construction, LLC, 35822 12th Ave SW, Federal Way 98023, in the amount of $1,050.00 (one thousand fifty dollars and no cents) that was paid for a 1 -inch water meter. Verified by Jason Bates, Superintendent of Water, the 3/4 -inch existing water meter was used. Thank you! Henry Hash, Public Works Director Date 6300 Building 0 6300 Southcenter Boulevard Suite 100 • Tukwila, WA 98188 • 206-433-0179 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov INSPECTION NO. INSPECTION RECORD Retain a copy with permit DI 5.037 8 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: 1 .1r1t?Ai tAl • TAR of Inspection: �1 U,, L,,A, i 1' i Address: 7,,l -6, Date Called: J 607 Jam• `sz Special Instructions: Date Wanted:a.m. IO l Z8/Zeij/ p.m. Requester: vle Phone No: Zs '. 33/ - 471•Z Approved per applicable codes. Corrections required prior to approval. COMMENTS: alt:111k1 C f\r54 /-2; , 4-7,,rzkrrate Inspector: Ic29 (1.9 REINSPECTION FEE REQUIRED. Prior to next inspection. fe must be' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Dig -037r 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: Mo�'n.11 W (< Tyin of Insp ction: r An t� Ldi n �/i✓i�. Address:/�f 560 .c. /505 -c/ -1-C Date Called: cJ Special Instructions: Date Wanted: /0' 2S -2A 17 a,m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: EkA, 1St riA/A-z- Z-444 C.aS o,.ct r CV*48d'hi?c Inspector: < (-)6J 1 �C Date: /Dl+SrZU 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 DIY -03 7f Projj�ect: i<- T p of In pectio�n: ,, / ddI�dss: �+! /���y.j� ``re e Date Called: 004/ Special Instructions: pe� etaPhone Date Wanted: /0 ZY a.m.a Request � , " No: -33 Y r'176 2 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: l© 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 Dt8-O373 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ect: M I vvivy(AV...._ Type of Inspection: PLA41,01142 P/A)A-1._ Address: rn A 5bOli och 457).44..., 577 .t of C 6al4e t1 / / �� / Special Instructions: Date War> a.m. p. Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. kGpts f r FMJ / eg Datel, G 76:9 REINSPECTION FEE REQUIRED. Prior to next inspection, f e must he paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION DIS -613V 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 43i-3670 Pro'ect: ,� Type of Inspection: & Mi— SG ss: .5 /�th S Y Date Called: Special nstructions: Date Wanted:107 J �(l�ljr ap m: Requester: Phone No: Approved per applicable codes. COMMENTS: 17korrections required prior to approval. • infr voN 1 cAKLEFF • (No e to i Got - 1E) /1h Yfa_eCS Inspecto . Q CtiDater ^ i 7 REINSPECTION FEE REQUIRED. Prior to next inspect' n, fee yhust 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 DIS -037e Project: c M ; >^oP 'al( `Z� Typ4 of Ins ectio RoaF/�j&� r/% SnsuC�� Address:D4tC 51004' S. E°21S#-, Cdll U� eV SL 6-13ir '► Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. EI Corrections required prior to approval. O M M ENTS: RGACc„ t'on FLonr 544-8 =r\su(.acI-tan Date: Zoll REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. 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 18 -6378 Project: M t tir-o►v to o t ce Type of Inspection: G Lica t> Address: 5 ils. VI. cj p� Date Called: Special Instructions: Date Want t(o/Zalg a.m. p.m. Requester. Phone No: JJApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 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 16th: INSPECTION NO. PEMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Li V k. Type of�■in��oplittteohJ G4 fi Address: i toga t 6 iSb 61" Date Called: Special Instruc ions: Ol0 l C*(.. Date Wanted: �� a.m. p.m. Requester: Phone No �1 336' yy 47Lr Approved per applicable codes. Corrections required prior to approval. COMMENTS: 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 NQ. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwi a. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Da -037? Pro'ect: a Mi✓'D�/8/ vae r, Approved 0 Type of Inspection: i AALL Z VS , , 61V Adffdre�s/s: Date Called: Specia` Instructions: Date Wanted: 7 o 2,4 - 1019 p.m. Requester: vi.°.6 Phone No: ZS -3- 33q ? Z - 976z, Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector:' Date: 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 UV& Q37ei 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 Projet: t jLO�Id 14 Type of Inspection: $4L, Addres : _ '6o9 s J30 Si - Date Calle Special Instructions: Date Wanted:a.m. --,...e p.m. Requester: V14416 /14/Z Phone No: s'3 33 of 9 76,7_ pproved per applicable codes. LJ Corrections required prior to approval. MMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. D18- 0.3*' INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ' t:� Typ of Inspec on: 1� Add ess: ,i s Date Called: 7 , Special Instructions: Date Wanted: \ILIAC a.m. p.m. Reue •. ZSR P n- . i � _ f_'�7,7 EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: 11111:11MMjill Inspector: c Date: ^ 7- z7i9 REINSPECTION FEE REQUIR . nor to next inspection. fee must be paid at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. bi o376 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1 i o iDate Type of Inspection: 4:Renef�4, Address '51ao4t S 1 .15"Cid fit'. Ca led: Special Instr ctions: / _ Date Wanted: t-f7,/c) p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. OMMENTS: Inspector: Date: REINSPECTIO$ 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 1 i 05-7e) INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 - Project: Type of Insp ction: Address / Date Called: Specialici- Instructions: Date Wanted: T`-. (i - pi (..CLI. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: K Inspector: Date: 5T1 —12 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 Dit3 o376 Project: ?VI t V.-) id qd (... Type of Ins ection: riiii„J4 Addre ``ii cc/ s 0 cd4 4 1 l. Date Called: Special Instructions: Date Wanted: 6-2-"6) a.m. p.m. Requester: I/1-- r till - Phone No: 534 `' 764 --- Approved per applicable codes. Corrections required prior to approval. OMMENTS: r7/ Inspector: Date: 3:7:2/1(y>' n REINSPECTION FEE QUIRED. 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 037 Project: rvigod Nitiv. ection: Type of In }r 4-%76.---1-4,.)4 l76c-1- )4 S,,ij4 3 I.) S r Date Called:Address: Special Instructions: _ CA - A bh. Date Wanted: �m &,Z^tal p.m. Requester: V1-411 644/ la Phone No: z,53 334 't7ioL Approved per applicable codes. Corrections required prior to approval. OMMENTS: Date -, n_ n REINSPE ION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PIS- 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: wt (Pod yup ( 1pep-e4 Type of Inspection: Pvi P -C 7 1 (0 0 v 1'rze - CO/„' Ml/ 4- c agars crzp v..91 -a- Address: 6oq Gi (sb ST Date Called: o3(7,2_/7-6+le? Special Instructions: / Date Wanted: 0 ‘2.-412-49q a.m. p.m. Requster: Y1-4 r (nine— 114 VAyn `5-7-00 i aOhlisz 144,0A-4\44 Lp-bY alit/eV 7 Phone No: 215-2, "Z,z%--0I-6`2 Of? flL-6e19-moi e Z 1,061A110/%)'4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7 1 (0 0 v 1'rze - CO/„' Ml/ 4- c agars crzp v..91 -a- `5-7-00 i aOhlisz 144,0A-4\44 Lp-bY alit/eV 7 ' Of? flL-6e19-moi e Z 1,061A110/%)'4 Inspector: PgrralA Date: �?i12t4'12-t9 iR REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. REED & ASSOCIATES, PS Civil & Structural Engineering 19626 76th Ave. W. #A, Lynnwood, WA 98036 Office (425)778-2793 wer@reed-assoc.com STRUCTURAL CALCULATIONS FOR: Architechural Innovations Nalivayko Res REVIEWED FOR Lateral Design of a (2)-sto SORE COMPLIANCE APPROVED NOT VALID WITHOUT A WET SIGNATURE WENDELL E. REED, PE, CBO TN8o9 JAN 2 8 2019 City of Tukwila BUILDING DIVISION 2015 IBC JOB # 18-230 Date Eng Desc. i%FCErVEu CITY WF TUKWILA NW 292010 .�L.ORai r nciirTrr• Lateral Analysis IBC 2015 R&A Job #: 18-230 Description: Nalivayko Res Engineer: WER Governing Code: 2015 International Building Code all references in right margin are 2015 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria (3531 1603.1.4 Wind Design Criteria (3541 1. Nominal/Ultimate Wind Speed 2. Risk Category 3. Wind Exposure Category 4. Internal Pressure Coefficient 5. Components and Cladding design pressure 1603.1.5 Seismic Design Data 13541 1. Seismic Importance Factor 2. Short Period Acceleration 2. 1 -Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure 11. Risk Category Table of Contents Vasd/Vult I I le Ss S1 SDs SD1 85/110 mph F 1609.3(3) [372] 1.00 ASCE 7-10 T 6-1 [77] 1609.4 [373] +/- 55 ASCE 7-10 F 26.11-1 [258] +/- 16 psf ASCE 7-10 30.2.2 [316] 1.00 1.25 0.4 D 0.83 0.43 D A.15. 6225 lbs Cs 0.13 R 6.5 Equivalent Lateral Force I I ASCE 7-10 T 1.5-2 [5] USGS Seismic Design Map Online USGS Seismic Design Map Online ASCE 7-10 T 20.3-1 [204] EQ 16-39 [387] EQ 16-40 [387] T1613.3.5(1) and (2) [398] ASCE 7-10 T 12.2-1 (73] 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix ASCE 7-10 EQ 12.8-2 [89] ASCE 7-10 T 12.2-1(73] ASCE 7-10 T 12.6-1 [88] ASCE 7-10 T 11.6-2 [69] Version 7.0 Pg 0.2 Roof Walls Floors Snow Partitions Live Load (psi) 25 40 25 Dead Load (ps0 15 10 10 0 10 1603.1.4 Wind Design Criteria (3541 1. Nominal/Ultimate Wind Speed 2. Risk Category 3. Wind Exposure Category 4. Internal Pressure Coefficient 5. Components and Cladding design pressure 1603.1.5 Seismic Design Data 13541 1. Seismic Importance Factor 2. Short Period Acceleration 2. 1 -Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure 11. Risk Category Table of Contents Vasd/Vult I I le Ss S1 SDs SD1 85/110 mph F 1609.3(3) [372] 1.00 ASCE 7-10 T 6-1 [77] 1609.4 [373] +/- 55 ASCE 7-10 F 26.11-1 [258] +/- 16 psf ASCE 7-10 30.2.2 [316] 1.00 1.25 0.4 D 0.83 0.43 D A.15. 6225 lbs Cs 0.13 R 6.5 Equivalent Lateral Force I I ASCE 7-10 T 1.5-2 [5] USGS Seismic Design Map Online USGS Seismic Design Map Online ASCE 7-10 T 20.3-1 [204] EQ 16-39 [387] EQ 16-40 [387] T1613.3.5(1) and (2) [398] ASCE 7-10 T 12.2-1 (73] 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix ASCE 7-10 EQ 12.8-2 [89] ASCE 7-10 T 12.2-1(73] ASCE 7-10 T 12.6-1 [88] ASCE 7-10 T 11.6-2 [69] Version 7.0 Pg 0.2 Wind Design (MWFRS - Envelope Procedure) ASCE 7-10 Wind Load Method ASCE 7-10 28.1.1 (2) [2971 Nominal/Ultimate Wind Speed 85/ 110 mph Wind Exposure Category B Height & Exposure Adjustment A.= 1.00 Topographic Factor Kzt = 1.00 Wind Pressures ASCE 7-10 28.6.3 [3021 ps= KztPs3o 1609.3 [373], F1609 [372] 1609.4 [373] ASCE 7-10 F 28.6-1 [304] ASCE 7-10 F 26.8-1 [252] ASCE 7-10 EQ 28.6-1 [306] Minimum pressures shall not be less than assuming the pressures for ASCE 7-10 28.6.4 [306] zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero. Roof Pitch Ridge Elevation Eave Height Mean Roof Height, h 5 :12 26 ft 18 ft 22 ft Zone Pressures, (A)(ps3o) ASCE 7-10 F 28.6-1 [3041 or 22.62 degrees ASCE 7-10 26.2 [243] 110 Horizontal Pressures Vertical Pressures Overhangs 0 A B C D E F G H EOH GOH 1 24.10 13.90 17.40 4.00 -10.70 -14.60 -7.70 -11.70 -19.90 -17.00 2 0.00 0.00 0.00 0.00 -4.10 -7.90 -1.10 -5.10 0.00 0.00 Horizontal Zones Areas & Forces, Fx ASCE 7-10 F 28.6-1[3031 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (I.h.d.) or 0.4h, .but not less than either 4 percent of Ihd or 3 feet. D F x= (p sx.X) x=A Diaphragm (x = 2) I.h.d. (ft) = 30 a (ft) = 3 Areas 2a (ft) = 6 Forces Diaphragm (x = 1) I.h.d. (ft) = 40 a (ft) = 4 Areas 2a (ft) = 8 Forces Front to Rear A B C D 24 42 96 176 Fx = 3537 Fxmin = 3664 Front to Rear A B C D 44 294 Fx = 6176 Fxrnin = 5408 Side to Side A B C D 40 290 Fx = 6010 Fxmin = 5280 Side to Side A B C D 72 320 Fx = 7303 Fxmin = 6272 Version 7.0 Pg 1.3 Seismic Design IBC 2015 Site Clasification, Criteria Selection, & Minimum Risk Category Seismic Importance Factor IE Seismic Design Category Site Class Short Period Acceleration SS 1 -Second Acceleration Si Seis. Force Resisting System Response Modification Factor R Design Lateral Force I I 1.00 D D 1.25 0.4 A.15. 6.5 Design Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 Site Coeffiecient, Fv 1.6 Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively, 2 SDS-3'Fa'Ss 2 S D1 = 3'F v'S 1 Simplified analysis, Seismic base shear ASCE 7-10 12.14.8 [1081 V = (F SpS/R) W Where: F=1.1 for (2) -story SDS = 0.83 SDI = 0.43 Vertical Distribution, Forces at each level ASCE 7-10 12.14.8 [108j FX = (wx/W) V FX = 0.141 x wX lbs) at Level x ASCE 7-10 T 6-1 [473] ASCE 7-10 T 1.5-2 [5] T1613.3.5(1) and (2) [398] ASCE 7-10 T 20.3 3-1[204] F1613.3.1(1) [16-74] F1613.3.1(2) [16-76] ASCE 7-10 T 12.2-1 [73] ASCE 7-10 T 12.2-1 173] T1613.3.3(1) [387] T1613.3.3(2) [387] EQ 16-39 [387] EQ 16-40 [387] ASCE 7-10 EQ 12.14-11 [108] ASCE 7-10 EQ 12.14-12 [109] Diaphragm (x = 2) F,r = 3339 roof area (ft2) floor area (ft2) story height (ft) wall length (ft) wx 1280 1140 8 112 weight (lbs) 19200 0 4480 23680 Diaphragm (x = 1) Fx = 3365 roof area (ft2) floor area (ft2) story height (ft) wall length (ft) wx 180 1140 8 132 weight (lbs) 2700 11400 5280 23860 Version 7.0 Pg 2.4 Allowable Stress Design Loads For Wood IBC 2015 Design shall be in accordance with Sections 2304-2306. Structures using wood shear walls and diaphragms to resist . wind, seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305 - 2306. Design per Alternative Basic Load Combinations 1605.3.2 [3591 For worse case effect with wind load, L & S shall be zero. Equations 16-18, 16-19and 16-20 become, D + w W *0.6 2301.2 (1) [473] 2305.1 [488] 1605.1 [357] Where w equals 1.3, W equals Fx of the respective diaphragm, and 1605.3.2 [359] D shall be multiplied by two-thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16-22 controls, 0.9 D + E/1.4 , substitute ASCE 7-10 EQ 12.14-5 for E ASCE 7-10 12.14.3.1.3 (7), EQ 12.14-5 [104] (pQE-0.2SDSD) 0.9 D + 1.4 • (0.9-0.14 SDS D+ P QE 1.4 1605.1 (357] , simplify & arrange variables EQ 16-22 Where QE equals Fx of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 Fx Seismic Design Loads, (p/1.4) Fx p = 1.3 ASCE 7-10 12.3.4 [83] Diaphragm For Kzt = 1.00 Front to Rear Side to Side Diaphragm Force (lbs) Force (lbs) x = 2 2759 4688 x = 1 4817 5696 Seismic Design Loads, (p/1.4) Fx p = 1.3 ASCE 7-10 12.3.4 [83] Diaphragm Force (lbs) x = 2 3101 x = 1 3125 Version 7.0 Pg 3.5 Allowable Stress Design Loads For Wood - cont. Sum the moments about the base of a shearwall, overturning shall resist, Where, (v•w)•h- D.w+Pw 3 \ 2 / w (v•w)•h - (0.9 -0.14 S DS) D•— + P•w \ 2 v = shear per linear foot of shearwall w = width of shearwall h = height of shearwall D = resisting dead load centered over shearwall P = resisting dead load at end of shearwall Free Body Diagram of a ShearWall P D SUM MOIENIS /—ABOUT CORNER W for wind for seismic Version 7.0 Pg 3.6 Wall Line Leve [ \`0G6bo p Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 2 F -R 20.50 8 3 8 -1088 -1279 VD(x+1) [ibsj % VD(x) [Ibs] VT(x) [ibsj L V 2016 SDPWS MAX TMAX(x) [lbs] Wind Seis 15.50 8 3 8 -879 -1035 50% " 50% 1379.27 1550.48 1379.27 1550.48 36.00 36.00 38 43 SEISMIC 2 I 2 I F -R 14.50 8 3 8 -787 -931 VD(x+1) [ibsj % VD(x) [Ibs] VT(x) [lbs] L V 2016 SDPWS MAX TMAX(x) [Ibs] Wind Seis 16.50 8 3 8 -871 -1028 50% 50%, 1379.27 1550.48 1379.27 1550.48 31.00 31.00 44 50 SEISMIC 3 I 2 I F -R VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2016 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC 4 I 2 I F -R VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2016 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC Version 7.0 Pg 4.7 Wall Line Level (x) c Go •<2,Width Segment Tributary loads Wind Seismic Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 1 F -R 37.50 8 -411 -756 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2016 SDPWS MAX TMAX(x) [Ibs] Wind Seis 1379.27 1550.48 50% 50% 2408.64 1562.26 3787.91 3112.74 37.50 37.50 101 83 SEISMIC 2 I 1 I F -R 19.50 8 129 -147 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2016 SDPWS MAX TMAX(x) [Ibs] Wind Seis 1379.27 1550.48 15.50 8 236 -22 50% 50% 2408.64 1562.26 3787.91 3112,74 35.00 35.00 108 89 SEISMIC 236 3 I 1 I F -R Wind Seis VD(x+1) [Ibsj % VD(x) [Ibs] VT(x) [Ibs] L v 2016 SDPWS SEISMIC MAX TMAX(x) [Ibs] 4. I 1 I F -R Wind VD(x+1) [Ibs] Seis % VD(x) [Ibs] VT(x) [Ibs] L v 2016 SDPWS SEISMIC MAX TMAX(x) tlbs] Version 7.0 Pg 4.8 Wall Line Level (x) . G;�`o ) Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max A 2 S -S 17.50 8 21 8 -1990 -2750 VD(x+1) [Ibs] % VD(x) [lbs] VT(x) [Ibs] L V 2016 SDPWS MAX TMAX(x) [Ibs] Wind Seis 4.25 8 21 8 -236 -708 50% % 50% 2343.9 1550.48 2343.9 1550.48 21.75 21.75 108 71 SEISMIC B I 2 I S -S 4.00 8 21 8 54 -500 VD(x+1) [Ibs] % Wind Seis 4.00 8 21 8 54 -500 4.75 8 21 8 -45 -615 50% 50% 4.00 8 21 8 54 -500 VD(x) [Ibs] 2343.9 1550.48 VT(x) [Ibs] 2343.9 1550.48 L 16.75 16.75 V 140 93 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] 54 C I 2 I S -S Wind Seis VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L v 2016 SDPWS SEISMIC MAX TMAX(x) [Ibs] D 12 I s -s Wind VD(x+1) [Ibs] Seis VD(x) [Ibs] VT(x) [Ibs] L v 2016 SDPWS SEISMIC MAX TMAX(x) [Ibs] Version 7.0 Page5.9 Wall Line Level (x) G,so f Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max A 1 S-S 4.00 8 7 8 912 207 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2016 SDPWS MAX TMAx(x) [Ibs] Wind Seis 2343.9 1550.48 4.50 8 7 8 887 178 8.00 8 7 8 711 -27 35% 35% 6.00 8 7 8 812 90 1993.77 1093.58 4337.67 2644.06 22.50 22.50 193 118 SEISMIC 912 207 B I 1 I S-S 4.20 8 3 8 1909 54 830 VD(x+1) [Ibs] % VD(x) (Ibs] VT(x) [Ibs] L V 2016 SDPWS MAX TMAx(x) [Ibs] Wind Seis 2343.9 1550.48 4.50 8 3 8 1898 54 817 1.83 5 4 8 1226 54 533 258 25% ;. ..25% 1.83 5 4 8 1226 54 533 258 1424.12 781.131 3768.02 2331.61 12.36 12.36 305 189 SEISMIC 258 1909 830 C I 1 I S-S 14.00 8 360 -166 Wind Seis VD(x+1) [Ibs] 10.00 8 467 -41 cyo 50% .. 50% VD(x) [Ibs] 2848.25 1562.26 VT(x) (Ibs] 2848.25 1562.26 L 24.00 24.00 V 119 65 2016 SDPWS SEISMIC MAX #MAX(x) [Ibs] 467 D I 1 I S-S Wind VD(x+1) [Ibs] Seis % VD(x) [Ibs] VT(x) [Ibs] L v 2016 SDPWS SEISMIC MAX TMAX(X) [Ibs] Version 7.0 Page5.10 Shear wall Summary 1 - 2nd 2 - 2nd 3 - 2nd 4 - 2nd A - 2nd B - 2nd C - 2nd D - 2nd 1 - 1st 2 - 1st 3 - 1st 4 - 1st A - 1st B - 1st C - 1st D - 1st Sheathing Shear Flow SheetingReqm'ts Wind Seis Max 27 43 32 50 77 71 100 93 72 83 77 89 138 118 218 258 85 65 SW -1 SW -2 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 2 4 SW -3 1 • Shear Transfer Wind Seismic 38 43 44 50 108 71 140 93 101 83 108 89 193 118 305 189 119 65 SW -4 SW -5 SW -6 Overturning Values Wind Seismic 1909 200 258 193 305 Shear Transfer Connectors - Co = 1.6, Hem -Fir Connector 16d Nails Z (lbs) 195.2 lbs 12.1 7.7 0.0 0.0 o.o 1 o.o 16d Slant Nails (v<150p1f) 162 lbs 10.1 6.4 0.0 0.0 0.0 0.0 Simpson A35 Clip 600 lbs 37.3 23.6 0.0 0.0 0.0 0.0 Simpson H1 Truss Connector 415 lbs 25.8 16.3 0.0 0.0 0.0 0.0 Simpson DTC Clip 210 lbs 13.1 8.3 0.0 0.0 0.0 0.0 1/2" Diameter Anchor Bolts (2x) 912 lbs 56.7 35.9 0.0 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (2x) 1328 lbs 82.6 52.2 0.0 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (3x) 1664 lbs 103.5 65.5 0.0 0.0 0.0 0.0 (plf) (plf) 2015NDS T11 N [105] 2015 NDS T 11 N (1051 Current Simpson Guide Current Simpson Guide CurredntSimpson Guide 2015NDS T11 E [93] 2015NDS T 11 E [93] 2015NDS T11E[93] Page6.11 MREED&ASSOCIATES,PS 64 Structwat 15626 nth Aces. Wes. 4mm:ed. WA SOME. Mo. (425)178-2293 wwIZI+.do.xm,^'. SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or =. Locate at end of( SW) u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131"x2'/W', 10d=0.148"x3", 12d=0.148"x3%", 16d=0.162"x3%2', 16d sinker=0.148"x3'/<". (6) Install His on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more ti`an 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. (9) All sheathing must be Structural I sheathing U.N.O. . HOLDOWN SCHEDULE Date: Job #: 18-230 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD14/14RJ (30) - 16d sinkers N/A 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c P1-4 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c SHEARWALL SCHEDULE Date: 1/0/1900 Job* 18-230 MARK *(2) SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS *(5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3" x 3" x 1/4" WASHERS *(8) P1-6 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c P1-4 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c • e 0i111)REED& ASSOCIATES, PS Civil & Structural Engineering 19626 76th Ave. W. #A, Lynnwood, WA 96036 Office (425) 776-2793 wer@reed-assoc.com GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_ AND GREATER): JOISTS / STUDS (2x_): GLUE LAMINATED BEAMS (GLB) PSL BEAMS DF -L#2 HF#2 / STUD 24F -V4 (24F -V8 AT CANTILEVERS) 2.0E 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. PLATE WASHERS TO BE 3" X 3" BY 1/4" AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. ANSI/AF&PA SDPWS 2015 - 4.3.6.4.3 - ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O,C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA : RISK CATEGORY: ULTIMATE/NOMINAL DESIGN WIND SPEED: WIND EXPOSURE: INTERNAL PRESSURE COEF. COMPONENTS & CLADDING: METHOD: OCCUPANCY CATEGORY: Kzt: SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE 7-10, 12.14.8) IMPORTANCE FACTOR, 1 RISK CATEGORY, II OCCUPANCY CATEGORY: II SITE CLASS, D SEISMIC DESIGN CAT., D SEISMIC FORCE RES. SYS, A.15. DESIGN BASE SHEAR = 6,225 lbs ROOF SNOW LOAD CRITERIA: FLAT -ROOF SNOW LOAD= SNOW EXPOSURE FACTOR= SNOW LOAD IMPORTANCE FACTOR= THERMAL FACTOR= I I 110 MPH/ 85 MPH NOMINAL B +/- .55 16 PSF (min) ASCE 7-10, MWFRS ENVELOPE PROCEDURE I I 1.0 R=6.5 Ss = 1.25 (CURRENT USGS) Si = 0.40 (CURRENT USGS) SDs = 0.83 Sol = 0.43 Cs = 0.13 25PSF 1.0 .80 1.0 FILE MiTek' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B -18-01878-A VNN MAST CONST The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Roof Truss Supply. Pages or sheets covered by this seal: K5435196 thru K5435206 My license renewal date for the state of Washington is September 28, 2019. November 27,2018 Zhao, Xiaoming IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. 'pl$- 03 48 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 29 2018 PERMIT CENTER ]' ]] • ]] '3 -IA. -311, ,A " ! , 11] <-zug 2t /9-> • • N • • • .,e <-2i/5 21/5-) .0-, 06 .0-.16 Job B -18-01878-A Truss Al Truss Type GABLE Qty 11 Ply I VNN MAST CONST 1! I Job Reference (optional) Roof Truss Supply, Woodinville, WA - 98072, -1-0-0 , 10-0-0 ?-0-0 10-0-0 3x5 = 5.00 12 K5435196 8 220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 27 09:47:46 2018 Page 1 I0:81KowTo?NceoobrX_3y?yzyFl2h-4SuwfKZuWJ7fcAVl8GSgn?g9CLtnLxKfErUSpNyFObR 20-0-0 i 21-0-0 10-0-0 1-0-0 4x5 = 9 10 30 11 12 13 31 Scale = 1:35.3 14 NS% Vir 111MIP AMMIKr.Togra. 27 26 25 24 23 22 21 20 19 20-0-0 3x5 = 18 17 MFARI INIF 16 3x5 = 20-0-0 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 10.0 BCLL 0.0 ' ?C'i' 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.12 BC 0.07 WB 0.04 Matrix -S DEFL. in (loc) I/defl L/d Vert(LL) 0.00 14 n/r 120 Vert(CT) 0.00 15 n/r 120 Horz(CT) 0.00 14 n/a n/a PLATES GRIP MT20 185/148 Weight: 83 Ib FT = 10% 2x4 -.F No.2 254 HF No.2 2x4 FiF StudiStd BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-0-0. (Ib) - Max Horz 2=-42(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 2, 14, 23, 24, 25, 26, 27, 21, 19, 18, 17, 16 Max Gray All reactions 250 Ib or less at joint(s) 2, 14, 22, 23. 24, 25, 26, 21, 19. 18, 17 except 27=287(LC 19), 16=287(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II: Exp B: Enclosed; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-010 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •:ill fit between the bottom chord and any other members. ?Aide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 14, 23, 24, 25, [<.27 21 19,18.17,16. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design 4 based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. November 27,2018 141--1 MiTek' 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply VNN MAST CONST K5435197 B -18-01878-A A2 FINK 3 1 Job Reference (optional) Roof Truss Supply, Woodinville, WA - 98072, 5-3-14 5-3-14 8 220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 27 09:47:47 2018 Page 1 10:81 KowTo7Nce0obrX_3y7yzyF12h-YeSltgaWGdFWEK4xiz_vJCNGrk6m4KRpTVD?LpyFObQ 10-0-0 14-8-2 20-0-0 , 21-0-0 4-8-2 4-8-2 5-3-14 ' 1-0-0 4x5 = Scale = 1:34.6 3x5 6-10-10 9 3x5 = 13-1-6 8 7 3x5 = 3x5 = 20-0-0 3x5 = 6-10-10 6-2-13 3-10-10 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.38 BC 0.53 WB 0.31 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.08 9-12 >999 360 Vert(CT) -0.17 9-12 >999 240 Horz(CT) 0.05 5 n/a n/a Wind(LL) 0.03 9-12 >999 240 PLATES GRIP MT20 185/148 Weight: 68 Ib FT = 10% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std REACTIONS. (lb/size) 1=898/0-3-8, 5=972/0-3-8 Max Horz 1=-43(LC 12) Max Uplift 1=-16(LC 14), 5=-37(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1796/130, 2-3=-1595/131, 3-4=-1587/122. 4-5=-1787/121 BOT CHORD 1-9=-69/1627, 7-9=-13/1078, 5-7=-70/1617 WEBS 2-9=-424/80, 3-9=-18/603, 3-7=-15/583, 4-7=-409/80 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) VVind: ASCE 7-10; Vult=116mph (3 -second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il: Exp B: Enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, • 13-0-0 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & - _ -rr reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 t-ei nced snow loads have been considered for this design. . uss nas been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5. WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M9.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the f abncation. storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, D8B-89 and BCSI Building Component -a: ery LIformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. November 27,2018 Mil MiTek` 250 Klug Circle Corona, CA 92880 Job 5-18 31878-A Supply. Truss Truss Type Qty PIy VNN MAST CONST K5435198 A3 FINK 1 3 Job Reference (optional) Woodinville, WA - 98072, 5-3-14 5-3-14 10-0-0 4-8.2 8 220 s Oct 6 2018 MTek Industries, Inc. Tue Nov 27 09:47:48 2018 Page 1 ID:81KowTo?Nce0obrX_3y?yzyF12h-010g40a81XNNsUf7FgV8sQw148RApb1yi9zYtFyFObP 1 14-8-2 I 20-0-0 4-8-2 5-3-14 6x8 II Scale: 3/8"=1' 7x12 = 4x14 11 197 12x16 I 4x14 11 5-3-14 10-0-0 14-8-2 1 5-3-14 4-8-2 4-8-2 7x12 = 20-0-0 5-3-14 1 la ?late Offsets (X Y)-- 11:0-7-2,Edge[,[1:0 9 1,0 3 121.15:0 1 4,Edael,15:0-0-0.0-3-121.16:0-8-12.0-2-01.17:0-8-8,0-6-01,18:0-8-12,0-2-01 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress In NO Code IRC2015/TPI2014 CSI. TC 0.92 BC 0.58 WB 0.99 Matrix -MS DEFL. in (loc) Udefl Ud Vert(LL) -0.20 7-8 >999 360 Vert(CT) -0.36 7-8 >648 240 Horz(CT) 0.07 5 n/a n/a Wind(LL) 0.08 7-8 >999 240 PLATES GRIP MT20 174/148 Weight: 420 Ib FT = 10% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD BOT CHORD 2.0 RigidLam LVL 1-1/2 x 11-7/8 BOT CHORD WEBS 2x4 HF Stud/Std *Except* 3-7: 2x4 HF No.2 SLIDER Left 2x4 HF Stud/Std 3-1-3, Right 2x4 HF Stud/Std 3-1-3 REACTIONS. (Ib/size) 1=13123/0-5-8 (req. 0-7-3), 5=5786/0-3-8 Max Horz 1=-38(LC 8) Max Uplift 1=-256(LC 10), 5=-122(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-17661/344, 2-3=-14964/308, 3-4=14969/308, 45=-10746/218 BOT CHORD 1-8=-357/20470, 7-8=-353/20154, 6-7=217/12726, 5-6=215/12684 WEBS 3-7=186/11106, 4-7/1331, 4-6=-789/41, 2-7=-6991/156, 2-8=79/5824 Structural wood sheathing directly applied or 4-4-9 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) na 2) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 row at 0-4-0 oc. Bottom chords connected as follows: 1 1/2x11 7/8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-5-0 oc, Except member 7-4 2x4 - 1 row at 0-9-0 oc, member 4-6 2x4 - 1 row at 0-9-0 oc, member 7-2 2x4 -1 row at 0-9-0 oc. member 2-8 2x4 -1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. PIy to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.80 5) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide vill fit between the bottom chord and any other members. C; WARNING: Required bearing size at joint(s) 1 greater than input bearing size. + Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joints) except (jt=1b) 1=256,5=122. 12) Hanger(s) or other connectlon device(s) shall be provided sufficient to support concentrated load(s) 3265 Ib down and 60 Ib up at 9-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ailleihifirfiliaAPandarcl ,A WARNING - Verify design party wWs and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 867473 rev. 16032018 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer oust verify the applicability of design parameters and property incorporate this design Into the overaN building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent coNapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN5UTP11 Quality Criteria, DSB-I and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. November 27,2018 Job Truss Truss Type Qty Ply VNN MAST CONST K5435198 B -18-01878-A A3 FINK 1 Job Reference (oDtional) Roof Truss Supply, Woodinville, WA - 98072, LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-15=-50, 3-15=-70, 3-18=-70, 5-18=-50, 1-19=-1493(F=1473), 5-19=-20 Concentrated Loads (Ib) Vert: 19=-3265(F) 8 220 s Oct 6 2018 MTek Industries, Inc. Tue Nov 27 09:47:48 2018 Page 2 10:81 KowTo?NceOobrX_3y?yzyF12h UrOg40a81 xNNsUf7FgV8sQw148RApblyi9zYtFyFObP a WARNING - Verify design perameM end READ NOTES ON 77e'S AND INCLUDED MITER REFERENCE PAGE 8M0.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent busking of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN81I1PI7 Quality Criteria, D8B49 and BC& Budding Component Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 Job ' B -18-01878-A s SL5r4. Truss A4 Truss Type MONO TRUSS Qty 20 Ply 1 Woodinville, WA - 98072, -1-0-0 1-0-0 VNN MAST CONST Job Reference (optional) 8 220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 27 09:47:49 2018 Page 1 ID:81KowTo?Nce0obrX 3y?yzyFl2h-U1a21MbmoEVDTeDKpOONOdSccYsmYCo5xpi6PiyFObO 5-4-10 10-1-8 5-4-10 4-8-14 K5435199 4 355 = 5-4-10 1.5x4 1) 10-1-8 3x5 = 5-4-10 4-8-14 Scale =1:28.1 LOADING psf) 25.0 at Sncw=25.0) 10.0 0.0 BCDL 10. 0 i SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code 1RC2015/TP12014 CSI. TC 0.36 BC 0.31 WB 0.38 Matrix -MS DEFL. in (loc) 1/defl Lid Vert(LL) -0.03 6-9 >999 360 Vert(CT) -0.06 6-9 >999 240 Horz(CT) 0.01 5 n/9 n/a Wtnd(LL) 0.01 6-9 >999 240 PLATES GRIP MT20 185/148 Weight: 39 Ib FT = 10% LUMBER- • TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std REACTIONS. (Ib/size) 2=523/0-5-8, 5=446/0-5-8 Max Horz 2=109(LC 13) Max Uplift 2=-26(LC 14), 5=-11(LC 14) Max Gray 2=542(LC 19), 5=522(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-731/55 BOT CHORD 2-8=-121/642, 5-6=-121/642 WEBS 3-5=-700/93 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCOL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (slat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live bads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is The responsibility of the fabricator to increase plate sizes to account for these factors. This truss has been designed for a 10.0 psf bottom chord live load nonconairrent with any other live loads. TNs truss has been designed for a live Toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fa between the bottom chord and any other members. 8+� Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 5. November 27,2018 AWARNING -Wr1/y design prrmhre and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111--7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekilt connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify Ste applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or lord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, D8B-S9 and BC8I Building Component Safety Information sealable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Mug Chile Corona, CA 92880 Job Truss Truss Type Qty Ply VNN MAST CONST K5435200 B -18-01878-A A5 GABLE 1 1 Job Reference (optional) Roof Truss Supply, Woodinville, WA - 98072, -1-0-0 1-0-0 8 220 s Oct 6 2018 MTek Industries, Inc. Tue Nov 27 09:47:50 2018 Page 1 ID:81KowTo?Nce0obrX_3y?yzyFl2h-yD7RVhcOZYd45noWN5XcxRgcyFdGkIF9TSfy8yFObN 10-1-8 10-1-8 3x5 = 14 13 12 11 10 9 Scale =1:23.3 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 10.0 BCLL 0.0 • BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015fTP12014 CSI. TC 0.15 BC 0.07 W8 0.04 Matrix -S DEFL. in (loc) Udefl L/d Vert(LL) 0.00 1 n/r 120 Vert(CT) 0.00 1 n/r 120 Horz(CT) 0.00 9 n/a n/a PLATES GRIP MT20 185/148 Weight: 441b FT= 10% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std OTHERS 2x4 HF Stud/Std BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-1-8. (Ib) - Max Horz 2=109(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10, 11, 12, 13, 14 Max Gray All reactions 250 Ib or less at joint(s) 2, 9, 10, 11, 12, 13 except 14=301(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250(Ib)orless except when shown. .DTES- v,%nu ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; hw25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B, Enclosed; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct=1.00 4) Unbalanced snow bads have been considered for this design. 5) This truss has been designed for greater of min roof live bad of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' This truss has been designed for a live Toad of 20.0psf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 9, 10, 11, 12, 13, 14. November 27,2018 WARNING - Verify design parameters Mrd REM NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE I11.7473 rev. 1003.9015 BEFORE USE. ori id for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not stem. Before use, the building designer nkat verify the applicability of design parameters and properly incorporate this design into the overall c, s gi:. 3racbg indicated is to prevent budding of Individual truss web and/or lard members only. Additional temporary and permanent bracing „uirec for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the -.d;ca:,on,storage, delivery, erection and bracing of trusses and tmss systems, see ANSVIPII Chalky Criteria, DSB49 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 250 Klug Circle Corona, CA 92880 CSI. TC 0.27 BC 0.10 WB 0.03 Matrix -S Job B -18-01878-A Truss B1 Truss Type GABLE Qty 1 Ply 1 VNN MAST CONST Job Reference (optional) 1(5435201 Roof Truss Supply, Woodinville, WA - 98072, -16-0 1-6-0 8.00 12 8 220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 27 09:47:51 2018 Page 1 ID:81KowTo?Nce0obrX_3y?yzyFl2h-RQhpjldoKsbcjxNixp2rU2YzUMaV?Bh0O7BDUayFObM 7.0-0I 14-0-0 I 15-6-0 7-0-0 7-0-0 1-6-0 4x5 = 6 10 iJ r r 8 8 ❑ i;mAAmAymploatIo2 A 3x5 = 18 17 18 15 14 14-0-0 13 12 3x5 = 14-0-0 Scale: 3/8-=l' Plate Offsets (X,Y)-- [2:0-2-9.0-1-81.[10:0-2-9.0-1-81 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IRC2015/TPI2014 LUMBER - TOP CHORD BOT CHORD OTHERS 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud/Std DEFL. in (loc) Vert(LL) 0.00 11 Vert(CT) -0.00 11 Hors(CT) 0.00 10 I/defl n/r n/r n/a Lid 120 120 n/a PLATES GRIP MT20 185/148 Weight: 65 Ib FT = 10% BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-0-0. (Ib) - Max Horz 2=81(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Gray All reactions 250 ib or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=290(LC 16), 10=290(LC 16) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=456; L=24ft; eave=2ft; Cat. 1I; Exp B; Enclosed; MWFRS (directional) and C -C Comer(3) -1-6-0 to 1-6-0, Exterior(2) 1-6-0 to 7-0-0, Comer(3) 7-0-0 to 10-0-0, Exterior(2) 10-0-0 to 15-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct=1.00 4) This truss has been designed for greater of min roof live Toad of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are 1.5x4 MT20 unless otherwise Indicated. 7) Gable requires continuous bottom chord bearing. 8; Gable studs spaced at 1-4-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. November 27,2018 0 WARNING - v«fry design prenwan and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE a10-7473 r v. 1G03/2015 BEFORE USE. Design valid for use only with MITeket connectors. This design Is based only upon parameters shown. and is for an Indhidual building component, not a truss system. Sabre use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overaa building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Clitoris, DSB-19 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek" 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty 'Ply VNN MAST CONST K5435202 B -18-01878-A 82 GABLE 1 2 Job Reference (ootional) Roof Truss Supply, Woodinville, WA - 98072, 8 220 s Oct 6 2018 MiTek industries, Inc. Tue Nov 27 09:47:51 2018 Page 1 10:81 KowTo?Nce0obrX_3y?yzyF12h-RQhpj 1 dOKslxjxNixp2rU2YtdMTO?4Y0O7BDUayFObM 7-0-0 14-0-0 7-0-0 4x8 II 7-0-0 4-10-10 9-1-6 14-0-0 4-10-10 4-2-12 410-10 Scale= 1:30.7 LOADING (psi) TCLL 25.0 (Roof Snow=25.0) TCDL 10.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TP12014 CSI. TC 0.65 BC 0.58 WB 0.49 Matrix -S DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.07 4-5 >999 360 MT20 185/148 Vert(CT) -0.13 4-5 >999 240 Hoa(CT) 0.03 3 n/a n/a Wind(LL) 0.03 4-5 >999 240 Weight: 1271b FT= 10% LUMBER - TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E ,FBS 2x4 HF No.2 REACTIONS. (Ib/size) 1=6329/0-5-8, 3=6329/0-5-8 Max Horz 1=-86(LC 6) Max Uplift 1=-307(LC 8), 3=307(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=8020/405, 2-3=4020/405 BOT CHORD 1-5=-270/6543, 4-5=-182/4516, 3-4=-270/6543 WEBS 2-4=-203/4675, 2-5=-203/4675 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. Rigid ceiling directly applied of 10-0-0 oc bracing. NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Py to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip 001=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct=1.00 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 1=307,3=307. 9) Girder carries tie-in span(s): 40-0-0 from 0-0-0 to 14-0-0 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 1-3=865(F=-845) November 27,2018 ®WARNING - Verify design parameters end READ NOTES ON ITIS AND INCLUDED NITER REFERENCE PAGE 58.7473 rev. 100)3/2015 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the buldl g designer must verify the applicabi0ly of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of looses and truss systems, see ANSVTPII Quality Criteria, 085.89 and SCSI Building Component Safety information availeble from Truss Piste Institute, 210 N. Lee Street. Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 Job B -18-01878-A Truss C1 Truss Type GABLE Roof Truss Supply, Woodinville, WA - 98072, 1-6-0 , 20-0-0 Oty 1 N VNN MAST CONST K5435203 Job Reference (ontionel) 8 220 s Oct 6 2018 MTek Industries, Inc. Tue Nov 27 09:47:54 2018 Page 1 10:81KowTo?Nce0obrX 3y?yzyF12h-r?NxL3fvdn7WaP6HcxcY5hAUuZc3CWOr44Ot5vyF0bJ 40-0-0 1-6-0 ' 20-0-0 2 ?F5 5.00 12 15 4x5 = 1 17 20-0-0 Scale = t68.9 575855545352515049484746454443424140393837363534333231 3x5 = 3x5 = 40-0-0 3x5 = 40-0-0 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 10.0 BCLL 0.0 • BCDL 10.0 LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud/Std SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.26 BC 0.11 WB 0.19 Matrix -S DEFL. in (loc) Udell Ud Vert(LL) 0.00 1 n/r 120 Vert(CT) 0.00 1 n/r 120 Horz(CT) 0.00 30 n/a n/a PLATES GRIP MT20 185/148 Weight: 235 Ib FT = 10% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-44 REACTIONS. All bearings 40-0-0. (Ib) - Max Horz 2=104(LC 13) Max Uplift All uplift 100 Ib or less at joint(s) 2, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 Max Gray All reactions 250 Ib or less at joint(s) 30, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 43, 42, 41, 40, 38, 37, 38, 35, 34, 33 except 2=292(LC 18), 57=336(LC 1), 31=391(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 29-31=-287/93 NOTES - 1) Wnd: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd 87mph; TCDL=5.5psf; BCDL=4.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II• Exp B: Enclosed; MWFRS (directional) and C -C Exterior(2) -1-6-0 to 2-6-0, Interior(1) 2-6-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, interior() 24-0-0 to 40-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 1,'FRS for reactions shown; Lumber DOL. -A,60 plate grip DOL=1.60 •.iss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gaoie End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3; TOLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 1.5x4 MT20 unless otherwise Indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) • This truss has been designed for a live load of 20.0psf on the bottom Chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) 2, 46, 47, 48, 50, 51, 52, 53, 54, 55, 58, 57, 42, 41, 40, 38, 37, 38, 35, 34, 33, 32, 31. November 27,2018 AWARMNO-SRN YWargnpremolars and READ NOTES ONTHIS AND INCLUDED mind( REFERENCE PAGE as7473rev. 11953/5015BEFORE USE. Design valid for use only with MfTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of Individual buss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and Lacing of busses and truss systems, see ANSUTPII Quality Criteria, D5849 and SCSI Building Component Safety Information evadable Som Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 250 t(Iug Circle Corona, CA 92880 Job B-1 8-01878-A Roof Truss Supply, `1-6-0 1-6-0 Truss C2 Truss Type DBL. FINK ply 6 Ply 1 VNN MAST CONST Job Reference (ootionall K5435204 Woodinville, WA - 98072, 7-1-3 13-6-10 7-1-3 6-5-6 20-0-0 6.5-6 8 220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 27 09:47:55 2018 Page 1 ID:81KowTo?Nce0obrX_3y?yzyF12h-JBxKYPgXO4FNBZhTAe7neuiV1zmJxgb_Jk90dMyFObI 26-5-6 I•32-10-13 I 40-0-0 6-5-6 6-5-6 7-1-3 4x6 ! I 3x5 Scale =1:68.0 3x8 = 8-4-11 8-4-11 16 23 15 14 24 3x5 = 16-1-9 4x8 = 4x5 = 23-10-7 25 13 12 26 4x5 = 4x6 = 31-7-5 11 3x5 = 7-8-14 7-8-14 7-8-14 40-0-0 8-4-11 3x8 = 10 14 d Plate Offsets (X.Y)-- 12:0-8-0.0-0-61 [10:0-4-2,0-1-81 LOADING (par) TCLL 25.0 (Roof Snow=25.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IRC2015/TP12014 CSI. TC 0.94 BC 0.87 WB 0.74 Matrix -MS DEFL. in (loc) Udell Vert(LL) -0.32 13-14 >999 Vert(CT) -0.59 13-14 >818 Horz(CT) 0.16 10 n/a Mnd(LL) 0.11 13-14 >999 Lid 360 240 n/a 240 PLATES MT20 GRIP 185/148 Weight: 170 Ib FT = 10% LUMBER - OP CHORD -HORD ,EBS REACTIONS. 2x4 DF No.1&Btr*Except* 1-4: 2x4 HF No.2 2x4 DF No.1&Btr'Except" 12-15: 2x4 HF No.2 2x4 HF Stud/Std (Ib/size) 2=1907/0-5-8, 10=1798/0-5-8 Max Holz 2=104(LC 13) Max Uplift 2=-64(LC 14), 10=-32(LC 14) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - AN forces 250 (Ib) or Tess except when shown. TOP CHORD 2-3=-3950/190, 3-5=-3784/215, 5-6=2858/223, 6-7=-2859/228, 7-9=-3786/244, 9-10=-3956/220 BOT CHORD 2-16=-128/3575, 14-16=-83/2870, 13-14=-16/2156, 11-13=-78/2874, 10-11=-146/3601 WEBS 3-16=-435/85, 5-16=19/780, 5-14=901/114, 6-14=-47/1070, 6.13=-47/1080, 7-13=912/115, 7-11=-44/803, 9-11=-450/99 Structural wood sheathing directly applied. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C -C Exterior(2) -1-6-0 to 2-6-0, Interior(1) 2-6-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 40-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow bads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. R is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed for a live Toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 10. November 27,2018 AWARNE4O - Verify design pwwters and READ NOTES ON TMS AND INCLUDED MITES REFERENCE PAGE 911-7473 rw. 1604/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicaMMy of design parameters and properly incorporate this design into the overall building design. Braving indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and petnanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of crosses and truss systems, see ANSIfTP11 Quality Criteria, 08849 and BC81 Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 ItIg Cade Corona, CA 92880 Job Truss Truss Type Qty Ply VNN MAST CONST K5435205 B -18-01878-A C3 DBL. FINK 8 1 Job Reference (optional) Roof Truss Supply, Woodinville, WA - 98072, (1-8-01 7-13 7-1-3 1-6-0 13-6-10 6-5-6 5.00 12 20-0-0 8.5.8 8 220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 27 09:47:56 2018 Page 1 ID:81KowTo?NceOobrX_3y?yzyFl2h-nNVimlh990NEpiGgjMe0B6FgeN6ZgHw7YOvz9oyFObH 26.5-8 32-10-13 40-0-0 141-6-0 8.5-8 8-5-8 7-1-3 1-6-0 4x8 11 3x5 Seale =1:68.9 3x8 = 17 24 16 15 25 26 14 13 27 3x5 8-4-11 1 84-11 4x8 = 4x5 16-1-9 23-10-7 4x5 = 4x8 = 31-7-5 12 3x5 = 7-8-14 7-8-14 7-8-14 40-0-0 8-4-11 3x8 Plate Offsets (X.Y)— f2:0 80.0 061.110:0-8-0,0-0-81 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.95 BC 0.87 WB 0.74 Matrix -MS DEFL. in (loc) 1/dell L/d Vert(LL) -0.33 14-15 >999 360 Vert(CT) -0.61 14-15 >792 240 Horz(CT) 0.16 10 nla n/a Wind(LL) 0.11 14-15 >999 240 PLATES GRIP MT20 185/148 Weight: 170 Ib FT = 10% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr *Except* TOP CHORD 1-4,8-11: 2x4 HF No.2 BOT CHORD BOT CHORD 2x4 DF No.1&Btr'Except* 13-18: 2x4 HF No.2 WEBS 2x4 HF Stud/Std REACTIONS. (Ib/size) 2=1905/0-5-8, 10=1905/0-5-8 Max Horz 2=-105(LC 12) Max Uplift 2=-63(LC 14), 10-63(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. - AN forces 250 (Ib) or less except when shown. TOP CHORD 2-3=4945/187, 3-5=3759/212, 5.8=2853/219, 8-7=2853/219, 7-9-3759/212, 9-10=-3945/187 BOT CHORD 2-17=-100/3570, 15-17=-52/2885, 14-15=0/2151, 12-14=-68/2885, 10-12-111/3570 WEBS 3-17=-435/85, 5-17=19/780, 5-15=-907/115, 6-15=-47/1075, 8-14=-47/1075, 7-14=907/115, 7-12=-19/780, 9-12=-435/85 Structural wood sheathing directly applied. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - rad ASCE 7-10; Vult=l lomph (3 -second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25th; B=45ft; L=40ft; eave=5ft; Cat. I Exp B Enclosed; MWFRS (directional) and C -C Exterior(2) -1-6-0 to 2-8-0, Interior(1) 2-8-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, interior(1) 24-0-0 to 41-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWF RS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.80 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category 1I; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow bads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs not -concurrent with other live Toads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. 11 is the responsibility of the fabricator to increase plate sizes to account for these factors. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed for a live Toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 10. November 27,2018 A WARNING - V.*Hy design paramawa and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE M0.7473 rev. 1003/2016 BEFORE USE. Design valid for use only with MlTeh® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Setae use, the buad'ang designer oast vedfy the applcabilty of design parameters and properly incorporate this design into the overaN building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and toss systems, see ANSIIIPII Quality Criteria, DSB-89 and SCSI Building Component Sahty Information avaeabte from Toss pate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 pug Circle Corona, CA 92880 • Job 6-18-01878-A Rcc` T,uss Supply. 1-5-0 Truss C4 Truss Type GABLE Woodinville, WA - 98072, 20-0-0 20-0-0 5.00 12 13 14 15 Qty 1 Ply 1 VNN MAST CONST K5435206 Job Reference (optional) 8 220 s Oct 6 2018 MTek Industries, Inc. Tue Nov 27 09:47:59 2018 Page 1 ID:81KowTo?Nce0obrX 3y?yzyF12h-CyAgOmj1SJmpgA FOUBjoldKdaJLtnFaEM7em7yFObE 40-0-0 .6 )4101 20-0-0 1-6-0 4x5 = 16 12 3x5 11 10 3 3x5 = 17 18 19 Iri 21 22 3x5 2324 25 IIiIIII.. N 58 57 56 55 54 53 52 . 5150 49 48 47 46 45 44 43 42 41 40 39 38 37 38 35 34 33 32 3x5 = 3x5 = Scale = 1:68.9 30 311'T 3x5 =- LOADING LOADING (psf) TCLL 25.0 (Rcof Snow=25.0) `CDL 10.0 ECU_ 0.0 BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code 1RC2015/TPI2014 CSI. TC 0.28 BC 0.10 WB 0.19 Matrix -S DEFL. in (loc) I/dell L/d Vert(LL) 0.00 31 n/r 120 Vert(CT) 0.00 31 n/r 120 Horz(CT) 0.00 30 n/a n/a PLATES GRIP MT20 185/148 Weight: 237 Ib FT = 10% LUMBER - TOP CHORD BOT CHORD OTHERS 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud/Std BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-45 REACTIONS. All bearings 40-0-0. (ib) - Max Horz 2=-105(LC 12) Max Uplift All uplift 100 b or less at joint(s) 2, 30, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 39, 38, 37, 36, 35, 34, 33, 32 Max Gray All reactions 250 Ib or less at joint(s) 45, 46, 47, 48, 49, 51, 52, 53, 54, 55, 58, 57, 44, 43, 42, 41, 39, 38, 37, 36, 35, 34, 33 except 2=291(LC 18), 30=291(LC 18), 58=336(LC 1), 32=336(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wild: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp B; Enclosed; MWFRS (directional) and C -C Exterior(2) -1-6-0 to 2-6-0, Interior(1) 2-6-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 41-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. h is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 30, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 39, 38, 37, 36, 35, 34, 33, 32. November 27,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTO( REFERENCE PAGE AW -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the budding designer must verify the applcabilky of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is 10 prevent buckling of individual truss web and/or chord members ony. Additional temporary and permanent bracing is always required for stability and to prevent cokapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITP1/ Quality Crearla, DSB49 and BCSI Budding Compon.M Safety Infomtaton evadable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 Symbols PLATE LOCATION AND ORIENTATION —0. 4 1 3j Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths Apply plates to both sides of truss and fully embed teeth. 0'1116" For 4 x 2 orientation, locate plates 0- is/' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specificatir,� or ?etal Plate Connected Wood I ruction. DSB-89: Design Standard for Br ;-;c BCSI: Building Component S., Guide to Good Practice Installing & Bracing of Connected Wood Trus 0 cc 0 2 U 0 0 Numbering System A General Safety Notes 6-4-8 i dimensions shown in ft -in -sixteenths 1 2 TOP CHORDS (Drawings not to scale) 3 8 BOTTOM CHORDS 7 6 5 TOP CHORD JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352. ESR1988 ER -3907. ESR -2362. ESR -1397, ESR -3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved NM NM MiTek MiTek Engineering Reference Sheet MII-7473 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e g. diagonal or X -bracing is always required. See BCSI. 2. Trjss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing. or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and ail other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSITPI 1. 7 Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8 Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to carnber for dead load deflection. 11. Plate type. size orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. sparing, or less. if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not ad or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria. 111104All 8 BOTTOM CHORDS 7 6 5 TOP CHORD JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352. ESR1988 ER -3907. ESR -2362. ESR -1397, ESR -3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved NM NM MiTek MiTek Engineering Reference Sheet MII-7473 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e g. diagonal or X -bracing is always required. See BCSI. 2. Trjss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing. or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and ail other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSITPI 1. 7 Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8 Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to carnber for dead load deflection. 11. Plate type. size orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. sparing, or less. if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not ad or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria. Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 18114 Plan Sale, Vnn Master Construction LLC 5604 S 150th ST AI# 18114 Architectural Innovations 14311 SE 16th Street - Bellevue, WA 98007 (425) 641-5320 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 -Value° U -Factors Fenestration U -Factor° n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGC°'e n/a n/a Ceilingk 4g 0.026 Wood Frame Wall9 "" 21 int 0.056 Mass Wall R -Value' 21/21" 0.056 Floor 30g 0.029 Below Grade Wall`' 10/15/21 int + TB 0.042 Slab° R -Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date FOR CODs: CG. `,JLIANC` JAN 2 8 2019 City of Tukwila BUILDING DIVISION Each dwelling unit in a residential building shall comply with sufficient options from Table the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 area. Additions to existing building that are greater than 500 square feet of heated flo square feet. 02. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 require 2.5 credits. 03. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions less than 500 square feet: .5 credits R406.2 so as to achieve or #3. Exception: Dwelling units serving square feet of fenestration or area but less than 1500 R-2 occupancies shall Table R406.2 Summary Option Description Credit(s la Efficient Building Envelope la 0.5 lb Efficient Building Envelope 1 b 1.0 1 c Efficient Building Envelope 1 c 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 Total Credits *Please refer to Table R406.2 for complete option descriptions Dib- 0349 REC VES? ❑ CITY OFTUKWILA ❑ NOV 2 9 2011 PERMIT CENTER 2 1.0 0.5 1.5 111 *1200 kwh 0.0 3.50 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 Tess 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. a R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. n 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 1:8114 Plan Sale, VNN Master Construction LLC; 5604 S 150th St, Tukwilla, WA 98188 ' AI# 18114 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 Architectural Innovations; P.S 14311'SE'16th.<Street, Bellevue.WA 98007 425 641-5320-2 Simp. 0:20 :Situp. .28 Ref. U -factor Main Floor Living Room Mig. 0:28 Dining ;Room! Mig. , 0.28,. Kitchen Milg.. Nook S.G.D. Milg. 0.28 Family Room Milg. 0.28 Garage -Door Sirup; 0.28? , Upper Foor. Milg. -„ 0.28 Bedroom 3 Milg. 0:.28 Bedroom 2 Milg. 0.28 Master Bath Milg. 0.28 MasterttBedroom Milg. 0.28 Stairs Milg. '0.28 Width Height Qt. Feet Inch Feet Inch 1" 3 0 6 8 1. 1 0 5- 6 Width Height Qt. Feet Inch Feet Inch 1 6 0 5 0 1 5 0 5 0 1' 6 11 1 6 0 6 8 1 8 0 5 0 1' 8 6,,`: 8 2 3 0 4 0 1 6;;; 0 4,. 0 1 5 0 4: 1 4 0 4`. 0 7. 0 4 0 1 0!� 0, Area UA 20.0 4.00 5.5 1.54 Area UA 0.0 0.00 30.0 8.40 25.0 7.00 13.7 3.84 40.0 11.20 40.0 11.20 17.8 4.98 0.0 0.00 0.0 0.00 24.0 6.72 24.0 6.72 20.0 5.60 16.0 4.48 28.0 7.84 12.0 3.36 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 finch 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 0.00 290.5 81.34 Area 0.28 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 0.00 316.0 86.88 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 18114 Plan Sale, VNN Master Construction. LLC. 5604 S 150th ST, Tu kwilla, WA 98188 AI#18114 Heating System Type: Contact Information Architectural•Innovations, P.S. 14311 SE 16th:Street, Bellevue` WAi980.07 425 641-5320 0 All Other Systems Q Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions R-49 Single Rafter or Joist Vaulted Ceilings Instructions No Vaulted Ceilings in this project Above Grade Walls (see Figure 1) Instructions Floors Instructions R-21 Intermediate Below Grade Walls (see Figure 1) Instructions I No Below Grade Walls in this project Slab Below Grade (see Figure 1) Instructions ( " No Slab Below Grade in this project. Slab on Grade (see Figure 1) Instructions Location of Ducts Instructions No Slab on Grade in this project. Unconditioned Space Design Temperature Difference (AT) 4T = Indoor (70 degrees) - Outdoor Design Temp 2,359 8.3 U -Factor 0.30 U -Factor 0.50 Conditioned Volume 19,462 X Area = UA 94.80 316 X Area = UA U -Factor X 0.026 U -Factor Area 1,342 X Area = UA 34.89 UA U -Factor X Area UA 0.056 2 176 `r 121.86 U -Factor X 0.025 U -Factor X Area 1,346 Area UA 33.65 UA F -Factor X Length UA F -Factor X Length UA Sum of UA Duct Leakage Coefficient 1.10 Envelope Heat Load Sum of UA X AT Air Leakage Heat Load 9,669 Btu / Hour VolumeX 0.6 X dT X.018 Building Design Heat Load 22,788 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 25,066 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 35,093 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 46 285.20 13,119 Btu / Hour (07/01/13) 4 VNN MASTER CONSTRUCTION LLC 35822 12TH AVE SW FEDERAL WAY, WA 98023 vnnmasterconstruction@yahoo.com December 10, 2018 ATTENTION: Joanna Spencer RE: Correction letter #1 Development Permit Application Number D18-0378 Mironyuk Residence 5604 S 150th St Dear Joanna Spencer, This letter is an explanation to the work that is being done at the address listed above. As I explained over the phone, we are removing the existing structure down to the foundation without disturbing the underground utilities, and the landscaping. The power meter is removed and disconnected. The existing water meter is locked at this point and the sewer is capped on the inside of the foundation. The storm water drainage will remain the same and all the downspout pipes will be capped in their locations. All of the utilities such as power, water, sewer, and storm water will be reconnected as the new identical structure is being rebuilt. Thank -you for your time and attention. Sincerely, V:ad Nalivayko \, NN MASTER CONSTRUCTION LLC 253-334-4762 g 415 CORRUCTIO 4 RECEIVED CITY OF TUKWILA JAN 0 7 2019 PERMIT CENTER c City of Tukwila Department of Community Development December 28, 2018 VLAD NALIVAYKO 35822 12 AVE FEDERAL WAY, WA 98023 RE: Correction Letter # 1 COMBOSFR Permit Application Number D18-0378 MIRONYUK RESIDENCE - 5604 S 150TH ST Dear VLAD NALIVAYKO, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. All documents including the plan sheets produced by the engineer shall include stamp, signature and date of signature. Provide engineer's plan sheets with dated signature and stamp. See General Note above. 2. Provide elevation sheets that indicates elevations as North, East, South, and West. 3. Identify on the floor plans all egress windows for bedrooms. 4. Identify on the floor plans which windows that require safety glazing i.e. stairs, tub, 24" from doors etc. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Please explain in writing which utilities are being disconnected (water, sewer, storm drainage) are being disconnected for demolition.2) Explain in writing which utilities are going to be reconnected for the new house.3) Is the WM still in the ground or was it removed. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • Please address the comments above m a 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. Sincerely, Jazzel Salzar Permit Technician File No. D18-0378 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COP'S PLAN REVIEW/ROUTING SLID PERMIT NUMBER: D18-0378 DATE: 1/07/19 PROJECT NAME: MIRONYUK RESIDENCE SITE ADDRESS: 5604 S 150 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Peiigtit Issued DEPARTMENTS: pO Building Division .. PM0 File\ Public Works Fire Prevention Structural arrl Planning Division Permit Coordirn;tor PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved DATE: 1/08/19 Structural Review Required DATE: n Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 2/0549 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 C �J PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0378 DATE: 11/29/18 PROJECT NAME: MIRONYUK RESIDENCE SITE ADDRESS: 5604 S 150 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #_ Revision # after Permit Issued DEPARTMENTS: 11-7-1f Building Division CJs cojvV p--io-18 Public Works 1iM SWC if Fire Fire Prevention Structural Planning Division Permit Coordinator WI PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 12/04/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 1/01/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (,� CORRECTION LETTER MAILED: 277g 1 r( Departments issued corrections: Bldg` Fire ❑ Ping D PW — Staff Initials: VJ 12/18/2013 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D18-0378 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: MIRONYUK RESIDENCE Project Address: 5604 S 150 ST Contact Person: /1-e d /141/6rl/ fie k -c7 Phone Number: ZS 3 `", 311" 1(77E'Z Summary of Revision: C/ sa 4,6 q/1602.-/ At 5 to c`K ,/,S/p,ocy...-, 41 44Y c,� -,e p , P RECEIVED CITY OF TUKWILA JAN 0 7 2019 'kKMJT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin date of revision Received at the City of Tukwila Permit Center by: (\ Entered in TRAKiT on 19 W:'Permit Center (Brenda)'Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 0 City of Tukwila (s) Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No: 3779300140 Address: 5604 S 150TH ST Applicant: MIRONYUK RESIDENCE WATER METER INFORMATION Permit Number: D18-0378 Issue Date: Permit Expires On: 3/21/2019 10/29/2019 DESCRIPTION OF WORK: DEMOLISH AND BUILD SFR PUBLIC WORKS ACTIVITIES INCLUDE RECONNECTING EXISTING UTILITIES (WATER, SEWER & STORM DRAINAGE) AS THE NEW IDENTICAL STRUCTURE IS CONSTRUCTED. PER DEMO D18-0370 DUE TO FIRE DAMAGE SEWER IS CAPPED ON THE INSIDE OF FOUNDATION & DOWNSPOUTS CAPPED, WM LOCKED. METER #1 METER #2 METER #3 Water Meter Size: Water Meter Type: Work Order Number: Connection Charge: Installation: Plan Check Fee: Inspection Fee: Turn on Fees: Subtotal: .75" PERM $0.00 $0.00 $10.00 $15.00 $50.00 $75.00 Cascade Water Alliance (RCFC): $0.00 TOTAL WATER FEES: $1,125.00 1" PERM 21940113 $100.00 $950.00 $0.00 $0.00 $0.00 $1,050.00 $0.00 $ 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Home Espaiiol (:orrtaet Safety & Health Claims & Insurance Washington State Department of Labor & Industries A -Z f.ndex I-Telp &1 Workplace Rigts Trades & Licensing VNN MASTER CONSTRUCTION LLC Owner or tradesperson Principals NALIVAYKO, VLADIMIR N, PARTNER/MEMBER Doing business as VNN MASTER CONSTRUCTION LLC WA UBI No. 602 708 734 35822 12TH AVE SW FEDERAL WAY, WA 98023 253-334-4762 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. VNNMAMC935JJ Effective — expiration 04/11/2007— 06/19/2019 Bond Western Surety Co Bond account no. 24924799 $12,000.00 Received by L&I Effective date 04/04/2011 04/05/2011 Expiration date Until Canceled Insurance Atlantic Cas Ins Co $1,000,000.00 Policy no. L221001247-1 Received by L&I Effective date 05/01/2018 04/29/2018 Expiration date 04/29/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Help us improve Side Elevation Rear Elevation Side Elevation 4.4 4tZ • THIS OFFICIAL SEAL t"‘1, iklef SUBSTANTIATES THE GRANT OF s s LICENCE FOR A ONE TIME USE 4, toit if UNDER THE TERMS OFAGREEMENT • 151 en es ma es in cm as ma es cs es es iss es cmU u� IT 0 1:b44 ° sr p 44,, - • 44„ (( 44, Alt 4" 0 foli ARHCITECTURAL INNOVATIONS P.S. • al lel 103 CI la ICI El 1011 Si MI IN 1411 6111 MI Ell MI IN 191 III ME el El 11911 MI It REPRODUCTIONS BY ANY MEANS, OTHERaL 48 s'ns THAN BY AGREEMENT,ARE PROHIBITED BY FEDERAL COPYRIGHT LAW. „or.% 44k VIOLATIONS ARE PUNISHABLE t • .......000-xcINN • 0- $ 4(1/40,-, BY FINES UP TO $150,P33 04, 444 4)41, PER OFFENCE #1F •4 44)Ip41> C• OP -I. 01° t'aterc.mamovtarsci fig II I it11111 .911VMMIll ulIIlll!pIIIIIIiIhrh VNN Master Construction LLC 18114 Plan Sale PLAN # 2359 A S .150th ST WA 98188 M Bed. 16'0"x13'1" 11Firl,,t11/1 1,111 Bed. #3 11'9"X10'0” 1'1111 ;1" ,111111111 Hall DN Bed. #2 13'5"x11'3" Bonus 15'6"x13'3" rn LJ SQUARE FOOTAGE MAIN FLOOR 1204 SF UPPER FLOOR 1155 SF TOTAL Upper Floor P an F1L.E clQ1c)T6 Permit No. p1 U/9 Plan review approval is subject to errors ana omissions Approval of construction documents does riot authmze the violation of any adopted coae ordinance Receic of approved Field Copy and acKnowiedgea: 1 I' By Date: 3 —2-1— tq City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of the TukwIla Building Division NOTE: Revisions wilt require a new plan submittal and may include additional Dian review. SEPARATE PERMIT REQUIRED. FOR: 0 Mechanical Electrical CI Plumbing El Gas Piping City of Tukwila BUILDING DIVISION 2359 SF GARAGE 536 SF PORCH/PATIO 42/490 SF DRAWING INDEX Al. CODE NOTES A1.1. SITE PLAN A2. FOUNDATION & MAIN FLOOR 0 FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL NOTES & DETAILS S2. FOUNDATION LATERAL S3. MAIN FLOOR LATERAL S4. UPPER FLOOR LATERAL 40'-0" CE Covered Deck Kitchen Nook Family 19'8"x12'10" Dining 13'6"X12'0' Livin 13'6"X12' Hall UP Entry Covered Porch • Garage Main Floor Plan -1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 8 719 AJ City of Tukwila SUILLW,IG DIVISION Licensed RECEIVED CITY OF TUKWILA NUV 29 2018 PERMIT CENTER (/ z c c z z 1-800-888-4517 10 COVER SHEET Division 1 GENERAL QE(x'JIREMEM?S 014100 , s1=NER41 ' This cove-eT set has be•n prepared in a generic outline form following the standards set by the Cont-, u, _'on Stance:de institute (Cl).SIt 1s for the convenience of the Contractor/Owner. This out. ne Is Intended to work with a material selection list Following the (CSI) format. Not all !trams are necessbr:iy required to complete this specific project. Coordinate with tor,` eotor/O, w il:r complete listing of specifications. Within this coveraheet it will state, '(ourdinai a .It:1 materials finish selection schedule'. 2. The ;irawfngs are copyrighted. ARCHITECTURAL INNOVATIONS P. retaine all rights, ou iter, +i,' - and copyright of this design under the federal copyright act. Reproductions of ii:lelra:fons or working drawings in any form is by auelurtzation of ARCHITECTURAL u tNi 1VATIONs PA only. 3. Authorized reproductions must bear the name. oP ARCHITECTURAL INNOVATIONS P.S. 4. Construction/working dr:wings by their, .ere nature are diagrammatic and do not purport to show all details or conditftns of cor-'.ryk'Ion. Questions generally arise to the architectural/design in ht and to ;,,.:ns`'uction technical detailing within these drawings. As clarifications, inter' relations, enc: revietons are all part of the construction process. ARCHITECTURA': (4t ".'ATIOr:3 r5., therefore shall not be liable for any direct, indirect, or consequenth 1 dam ages as a raauit of not participating in the construction process. 5. Do notvary or modt;y tie work shown, except with written instruction from ARCHITECTURAL INNOv *ION PS. Rcr-'t discrepancies and/or omissions to the architect Immediately. /L L. o the tot,.:- of' con t:'action and the building process there will be bidder design ,inc; Contrecrml>-mer et ie -' ion of the building products, components, and assemblies. This set of u°-' kir,1 :drawinc:. Is eJneidered a 'builder set' and does not include specifications or oulldtn • materials Iiet. rrefore it Is the Contractor/Owners responsibility to provide and coordinate speclfr-scions, including product selection and installation or assembly. Ah HITECTUFk . i.JNVATIONS P.S. assumes no liability or responsibility for discrepancies or cc -hints Wk,,:.h oc.;ur through Contractor/Owner specified materials and their respective F'etallatlon. ar l4lTECTURAL INNOVATIONS P.S. assumes no liability or responsibility for any items, cr, may be called out or referred to by manufacturer as brand name. Items called out are :acne so for convenience only. 1: i'o not scale these drawings for critical dimensions. Verify all dimensions and datum's b,>tore commencing work and be responsible for their accuracy. Report discrepancies and/or omissions to the architect Immediately. 8. The Contractor/Owner is responsible for coordinating work with all trades to ensure proper and adequate interface of all trade works. The contractor shall be responsible for all required safety precautions and procedures required to do this work. 9. Except as specifically defined otherwise, interpretation for all definitions, abbreviations, and supplemental definitions shall follow accepted referenced standards. 10.411 work within this contract shall represent that of industry standards for the reepective trades in the location In which the protect is built. All references to I.R.C, I.B.C., and UJ.S.E.0 are references to the 2015 code updates 4 WA state Amendments. 01002 MISCELLANEOUS ASSEMBLY REQUIREMENTS 1. Provide crawl space access, minimum 18' x 24' unobstructed access through the floor, 16' x 24' through perimeter walls and below grade access, Per IRC. section R408.4. Insulate and weather-strip per IRC. section NII02. Allow IS' mtnlrlum .:?Lce under wood Joists and 12' minimum space under wood girders. 2. Provide attic access, minimum 22' x 30' with 32' ml,iimum headroom, at unobstructed readily accessible opening, per IRC. section 88011. li.'ulate and weather-strip per IRC. section NI102. requirements. 3. Provide ventilation r..I.RC. as folk.'us• A) Crawl space ve:'ttlat'on: Minirt,,+n , L area shall be not less than I s.f. per 300 5!. under a ,' Fto provide cross ventilation of the Floor area. Requir •_ op;'anings stall t e evenly placed space except ore lido of the ht.:'df',g shall be permitted to have no ventilation openings per section R4ti98. t. B) Attie,ventL'.tlon: Minimum net area shall be not less than 1 s.f. per 150 s.f. of attic area or 1 s.f. per 5''0 s.f. of at !,`urea if at least 40 percent, and not more than 50 percent, of the required ',.'ntilattne are I, provided by venttlatore located In the upper portion of the yea., to be ver'.uo'eo, and it i o more than 3 feet below the ridge or highest point of the sp ce. the belaice',f regt'red'ventilation to be provided by eave or cornice vents per aectfor Pb m6.2 and,LLb :. requirements. ".. blope a:1 cracker, walks; driveways, exterior door landings, and patios away from building. Minimum i, a' r:.x foot. 5. Pro' :1e1 aper^verr, numbers or addresses In such a position ae to be plainly visible and Ielible from the eatat or road fronting the property per I.RC. section 8319.1. A. CP: age/Ho', ._.ezparatlon: • ..) Gar ati, callings separating attic spaces shall be protected with 1/2' G.W.B. When garages are t-eneath habitable rooms, the ceilings shall be covered with 5/8' type 'x' GM on the eara.ie side. Where the separation is a floor/ceiling assembly, the structure shall be pr with 1/2' G11/.3. per IRC. table 8302b. Door between garage and house shall be a self closing solid wood core, honeycomb cors steel, or 20 -minute fire rated door having a minimum thickness of 1-3/8' per IRC. section R3025.1. C) Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage sheet steel or other approved material and shall have not openings Into the garage per I.R.C. 830252. D) Garage floor shall slope to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. 1. Stair assembly: .4) Minimum headroom height 6'-8' per IRC. eecti:r, R31L12. B) Minimum stair tread depth 10' with a 36' minimi„ width, measured above handrail height. Maximum riser height 1-3/4' per IRC. sections ra;'.1.5 C) Top of handrail shall be 34' minimum and ?>' maximum above tread nosing and not less than I-1/2' from the wall. Return rail ends +; wall per IRC. section R311.1.8. D) Install fire blockfnr,,between sir:hc3 eat the top and bottom of each run per IRC. section 8302.11. E) Cover usable s, zce ander oe Ir:. with I/2' GU/5 per IRC. section R302.1. 8. Laundry Chutes 4 e/4/mbwafter ,'haft i - provide 5/8' type 'x' 01116 or 26 gage sheet metal with lock joints or, a1.' rpenir..ls ti shaft surfaces shall be self closing solid core door 1-3/8'. 9. Flreblocc'ng sh3' be pray'. -led In wood -frame construction In the following locations: A) In ro,cealed space,. «f stud walla and partitions, Including furred spaces and parallel rows of si'dsor stage red studs, as follows: i. Ve, Lfcallu at ;k•e celltn': and floor levels. lorizoi tally at Intervalenot exceeding 10 feet. .3) At all in -, -, irnectfor a bet,ueen concealed vertical and horizontal spaces such as occur it eofftts, ara.cove ceilings. C) 1- ro,.^.soled a .ace4 oetween stair stringers at the top and bottom of the run. Enclosed space:; ut,,'ier etafre ehkrliaomply with Section R302.1. D) Ai opening . round vents, pipes, ducts, cables and wires at ceiling and floor level, with ant.'approve./ ma Arial to resist the free passage of flame and products of combustion For 11-e :!lre,blocking of chimneys and fireplaces, see Section 81003.19. F) Flreu'oc'cing of cornices of a two-family dwelling 1s required at the line of swelling unit ,� sep ora.. r_ 10. F4'bi2cking shall sonnet of the following materials per I.R.C. 8302.11.1. 4) 2' nominal lumber. 3i Two thickness of 1' nominal lumber with broken lap Joints. C) One thickness of Tet wood structural panels with Joints baked by 2%2' wood structural panels. D) One thickness of %a' particleboard with Joints backed by %' particleboard. E) One )4' gypsum board. F) One)'{ cement -based mlllboard. G) Bette or blankets of mineral wool or glass fiber or other approved materials Installed in such a manner as to be securely retained in place. 11. Structural design criteria: These notes are prov.fr+ed for convenience only and do not Imply that complete structural analyyete has been done on"h'.. structure. A) Truss Loading: (UN.O.) Top chord Rye load: Topchord dead load: (15 psf, If tile) Bottom chores Ove load: TOT/1.1. 1.0NP: 1pf iOpsf without storage 20psf if limited storage 30psf If sleeping room 42pef or 52psf or 62psf L') f .'of live da /: 15 psf (UN.O.) C.i cloor lir Icau: 40 psf (UNAJ Deck Live Load 60 psf UN.O. 0) Stair arc.' corridor li ie load: 40 psf E) Me.-.ionic/1 units: weli..2hts provided by manufacturer F) :;:a• 110 mpk; (UNI.) G) 9r:'smic Drel n Category: D(2) (URO) +'r µ,iowabie .1ci pressure: Unless a sobs report by a qualified engineer ,\ provle :d, ail footings and foundations shall be on assumed 1,500 psf bearir_ c. p:!city unless otherwise noted on drawing. J) Ec :•iv,iient fluid pressure 35 pcf. (UNA) K) a evotings to be located below the frost line depth: 18' (UNAJ 01002 MISCELLANEOUS ASSEMBLY REQUIREMENTS CONT. 12. Prefabricated Fireplaces and Solid Fuel Burning Appliances per 111.C. and IRC: Chr'ter 101: .4) Solid fuel burning appliances include airtight stoves, fireplace sto tea. t om heaters/fireplace stoves, factory built fireplaces, and fireplace Inserts, and all ',had comp) with the provisions of IM.C. B ) Metal Chimneys shall be enclosed above the story In which t o ' Mance se vcd Is located, In walls having one hour fire resistance rating, and with a space on sides chimney and enclosing walls sufficient for examination and repair for :etirt. chimney. k91,., shall he.. without openings per IM.C. C) Provide fireblocking at chimney per I.R.C. section 434c'.i:. D ) Install metal fireplace with hearth and surrounds -''e, ma'ufact''^er, >e eclftcctt_ s E) Prefabricated fireplaces, chimneys, and relate 1 rccmponen:a + ^ hear 4)1. or seal of approval and be installed per manufacturers r uin: its. 13. Flreblocking per I.R.C. sections 8302.11. 01060 REGULATORY REQUIREMENTS 1. .411 construction shall conform to the 2015 Internattoral k:.e'.dentlal Code (IRC.), 2015 International Building Code (l.B.C.), 2015 Intern+tlor, I Fire Code (IF.C.), 2015 International Mechanical Code (IM.C. 2015 Un.rofi Plumbing Code (U.P.C.), 2015 Washington State Energy Code (WS.E.C.) aha oe-1n accordance with all State Laws and Regulations and various codes imposed by juries atlonal requirements and local authorities. 2. Arrange inspections that are mandatory a to Jurisdictional requirements. 01500 CONSTRICTION FACILITIES ANL' TEMPORARY CONTROLS L Provide Temporary Facilities - including electricity, water, and temporary totlet, per juriedlctlonal requirements. 2. Provide Contemporary Controls - Including erosion sediment and surface water control and entrapment during construction per Jurisdictional requirements. END DIVISION 1 Dlvislon 2 SITE WORK 02200 EARTHWORK Part 3 Execution 1. Rough grading: 4' below finish grading unless otherwise specified. 2. Finish grading: Landscaping division 02W0. 3. Excavation, backffliing, and compacting for structures as needed. 4. Excavation, backFllling, and compacting for pavement as needed.... 5. Hauling and disposal of excavated material as needed. 6. Importing of material as needed. 1. Rock removal as needed. 02500 PAVING AND SURFACING Part 2 - Product I. Walk, road, and parking paving: A. Asphalt 2', :lase 8, over 3' crushed rock or 2' ,4T8. B. Crushed rock 5/8' minus. C. Concrete per Division 3: I. Finish and color: Coordinate with materials finish selection su!hedule. 2. Unit Pavers: 1. Coordinate with materials ftnirh e: -).tion schedule. 3. Pavement marking: 1. Coordinate with mate„ alb finish selection schedule. 02100 SEWAGE AND DRAINAGE Part 2 - Product I. Subdralnage systems: A Foundation drainage 4' ADS perforated pipe non -rigid. 2. Storm sewage systems: A. Exterior catchasfns, grates, and frames: 1. Coordinate with materials finish selection schedule. B. Culverts: 1. Coordinate with materials finish selection schedule. C. Drain pipe: 4' ADS non -perforated tight line. 3. Sanitary sewage systems: A. Sewage collection lines 8' PVC unless cast Iron is noted. B. Septic system: Per drawings of bidders deelgner. Part 3 - Execution I. Subdraina e system: A Slope to drain and surround In well draining material per details..:, 2. Surface drainage per IRC. section R4013. 02800 SITE IMPROVEMENTS Part 2 - Product 1 Irrigation system: Bidder design 1. Coordinate with materials finish selection sdrrddliie. 2. Fences and gates: I. Coordinate with materials finish selection schedule. 02900 LANDSCAPING Part 2 - Product Bidder Design END DIVISION 2 Dlvteion 3 CONCRETE 03100 CONCRETE FORMWORK Part 3 - Execution 1. Formwork and bracing for structural cast -In place concrete shall be by subcontractor and meet the requirements of the drawings and Industry standards. 2. All formwork shall be placed in such a manner as to allow cast -In place concrete to be. placed on solid substrate and to allow structural support members to sit below the frc.,t line. 03200 CONCRETE REINFORCING Part 2 - Product I. Reinforcing steel: Deformed bar sizes and locations per plans and detail.. Wade = 40ks1 per IRC. section 8404.122. Unless otherwise noted per Engine 2. Welded wire Fabric: at locations per plans and details: 6x6, Wldx, ' illi. Part 3 - Execution I. A minimum lap for all bars shall be 40 diameters taken from tha :m,'leet bar. F,.,vide cant bars to match horizontal reinforcement. Minimum coverage per c'etal::a and Ifs:.--ctlon, 8608122 03250 CONCRETE ACCESSORIES Part 2 - Product 1 Anchor bolts: 1/2'+ triple zinc ZMAX (G185 per 45111 4653) hot dipped gPit'adzed steel (45111 153 for Anchors), with a minimum T embedment, per 'AI:. .::.,:tion R nr:3.tb., unless otherwlse noted per Engineer. 2. Washers: 3 x3'xI/4' sq. triple zinc ZMAX (G185 per Ar'M 4653) hot dipped gals. steel (ASTM 153 for Anchors), plate washere per IRC. se. -tion 8602.11.1: Unless otherwise noted per Engineer. Part 3 - Execution 1. Anchor bolts at 6'-0' o.c. max. for one :tc-u i 4'-0' o.c. for buildings over two stories In height, 12' from corners and Joints with , int -'nn embedment of T. Provide a minimum of (2) bolts per plate section per IRC. sec .'ten ;?403.Ib. 03300 CAST -IN-PLACE CONCRETE Part 2 - Product 1. Structural concrete: Design f'c = 2500 psi min 5-1/2 sacks of cement per cubic yard of concrete and a maximum of 6.0 gallons of water per 94lb sack of cement at 28 days. Max slump is 4'. segregation of materials to be prevented. Use f'c = 3000 psi concrete at 28 days with air entrainment only for concrete exposed to weather, in accordance with I.RC Table :'• R4022. Special inspection not required unless noted otherwise per Engineer. 2. Architectural concrete: For exposed aggregate finish (washed), f'c = 2000 psi at 28 .days, with 3/8' round aggregate. 03300 CAST -IN-PLACE CONCRETE (cont.) 3. Admixtures: A. All concrete shall have water reducing admixtures except for.to...ings. B. Air entrainment shall be 5-1% to all concrete exposed to weath ', IRA. Table R4022 C. Coloring agent: 1. Coordinate with materials finish selection schedule. Part 3 - Execution LL*/ibion 4 MASONRY 014�00 MORTAR c'dr ` 2 - Product I Type 'M' or 'S' mortar with integral waterproofing agent per IRC. section 86062.7 Hart 3 - Execution L Per LRC. section 86062 04150 MASONRY ACCESSORIES Part 2 - product I. Anchors and Ties: To be corrosion -resistant metal ties per IRC. section R103.12. 2. Joint reinforcement: Standard strand no. 9 U.S. gage wire per I.RC. section R103332 Part 3 - Execution L Per IRC. Chapter 1. 04200 UNIT MASONRY Part 2 - Product I. Brick masonry: .4. Exterior locations: name/mfg: 1 Coordinate with materials finish selection schedule (by others). B. Interior locations: name/mfg: 1 Coordinate with materials finish selection schedule (by others). C. Pavers/planters: name/mfg: 1 Coordinate with materials finish selection schedule (by others). 2. Concrete masonry units ( de N -I CMU, unless otherwise indicated sizes per drawings. A. Special units: 1. Coordinate wP , mate Mals finish selection schedule (by others). 3. Glass masonry unite:`"lass block) Per I.RC. section 8601. A. Exterior Io'..:tlons name/mfg: 1. Coordin .:e troth materials finish selection schedule (by others). B. Interni lo..e ,one: name/mfg: 1 r.7.nrctinate with materials finleh selection schedule (by others). Part 7/ k.•e;:wtion I. ErtiA and Veneer: A.. brick veneer shall be supported on footings, foundation, or other non-combustible su,;ports. It shall have 15' felt backing and No. 9 gauge, non corrosive ties at I per each 2 e.1'. ,of veneer. Provide 1' minimum air space between veneer and backing. Provide approved flashing ot base of veneer with 3/16' min. round weepholes at 33' o.c. max., located immediately abo, the; flashing, extending from the air space to the exterior. Veneer shall support no load '41 r than its own weight and the vertical dead lead of veneer above. Provide angle Iron support at doors, windows, and other openings per 8606.10. Concrete masonry unit (CMU) A. Concrete masorry unit walls shall be constructed to conform to ASTM C90. It shall be laid up, reinforced, and anchored as shown on drawings. 04400 STONE Part 2 - Product 1. As shown on drawings. A. Exterior locations: name/mfg: 1 Coordinate with materials finish selection schedule (by others). B. Interior Iocatlons: name/mfg: 1 Coordinate with materials finish selection schedule (by others). Part 3 Execution 1. Stone Veneer:Adhered per manufacturer's installation Instructions and In accordance with LRC. 8103.12.1 A. On exterior stud walls, adhered masonry veneer shall be installed: 1 Minimum of 4 tncee a - vu the earth. 2. Minimum of 2 inches ah' -re paved areas: or 3. Minimum of 1/2 ;incl i above exterior walking surfaces which are supported by the same foundation that syports the exterior wall. B. Flashing at fan -dation: 1. A corro.'or-•sistant screed or flashing of a minimum 0.019 -inch or 26 -gage galvanized or plae 'c w :h a minimum vertical attachment flange of 31/2 inches shall be Installed. END D'vr .iON'4 DIVISION 5 f'�T4L5' 05054)11ETAL FASTENINGS Part '1 - Froduct ,. . wilts Use sizes and shapes per dwgs, or as needed for Intended purposes. Bolts, nuts and cut-: ashers In contact with treated wood to be triple zinc ZMAX (Gi85 per 43711 4653) hot tipped galvanized steel (ASTM 153 for Anchors). 05500 METAL FABRICATION Part 2 - Product I. Handrails and guardrails: Provide in sizes and locations as shown per dwg. END DIVISION 5 Division 6 WOOD AND PLASTICS 06100 ROUGH CARPENTRY Part 2 - Product 1. Framing Lumber: Framing lumber shall be marked in conformance with the United States Dept. of Commerce, Standard Reference No. PS 20 (DOC PS 20) standards. All Kiln dried minimum 19`0. A. Joist and rafters (2x.. and larger) Hem -Fir n or better. 6. Beams and stringers :-+x and larger) Doug -Fir '2 or better. C. Post and timber: ')oug-Fir 1. D. Studs, plates, a r^ misc. light framing: Hem -Fir n or better. E. ' I ' Joists :,d Enyfneered beams: Per manufacturer. F. Glue Iamira.:.d i Ember: 1. Simr-!o B ran: 24F V4 DF/N3UJN 2. :,.nt.'uous or cantilever: 24F V8 DF/DF G. Al. othhir lumber: Hem -Fir Standard or better. 1.1. F. wood/oriented strand board (O.6.8.)APA graded. i:.yll sheathing: see 'TYPICAL BUILDING MATERIALS' list on the dwgs. :' Floor sheathing: see 'TYPICAL BUILDING MATERIALS LIST'on the dwg. K Other: As noted on drawings. L. Al wood members in contact with exposed concrete to be pressure treated members. 2. Pat tic le Board: A.P.A. graded !: Unc:erlayment I:Floors: 5/8' (UNAJ 2. Sheet vinyl: 1/4' (UN.OJ see division 9 3. Cabinet surfaces 3/4' (UN.O.) 3. Trusses: A. Prefabricated connector plate wood roof trusses shall be designed and stamped by the manufacturer In accordance with the 'design specification for metal plate connected wood trusses'. Design drawings and details to be available upon request. .See of FramingNotes'on drawings. B 'Roof g C. Roof design, layout, loading, and bractsgshall be bymanufacturer. D. Field alterations of truss must be deslgned by manufacturer. 4. Fasteners and adhesives: All nails shall be common wire of sizes for intended purpose per I.R.C. table R6023(l). Attach timber Joists to flush headers and beams with Simpson 'U' hanger series or equal to suit intended purpose. Simpson connectors at other locations as outlined per drawings. Bolt heads, nuts, and cut washers per Division 5. Connectors and fasteners in contact with treated wood to be triple zinc ZMAX (G185 per ASTM A653) hot dipped galv. steel (46111 153 for Fasteners), stainless steel, silicone bronze, or copper as required per dwgs. 5. Post to mat footing connection. Provide pressure treated post and positive connection to footing per I.R.C. section 502.9- 6. All exposed glue laminated wood, if not protected by a roof or eave, must be preservative treated. DIvisicn 1 THERMAL AND MOISTURE PROTECTION 01150 HATER PROOFING 4 DAMP PROOFING Part 2 - Product 1 Per RC. eectlon R406. Part 3 - Execution 1. Per RC. section R406. 01190 VAPOR AND AIR RETARDER Part 2 - Product I. Ground cover: 6 mil polyethuiahe: black,'uith 2. Building wrap: see the 'TTP' CA1 BUIL:: )INL. MATERIA 6' '1st on the drawings. P 9 Part 3 - Execution 1. See Division 11, Energy Requir:anente.. ' 01200 INSULATION Part 2 - Product 1. Fiberglass or mineral m .oa'batts, bloom mineral wool, and extruded polystyrene: A. Valls: L See he "'m PICAL !BUILDING MATERIALS' list on the dwgs. B. Gelling 1 ace 'TYPICAL BUILDING MATERIALS' list on the dwgs. C. loot: I. ' :e tine 'TYPICAL BUILDING MATERIALS' list on the dwgs. D. Slab ch R-10 (per WS.E.C. Table R402.1.1). 2. Insuating foam: A. Standard sealant foam. Part 3 - Execution I. See division 11: energy requirements 2. Pro.lde insulation markers for blown -in or sprayed insulation every 300 sq ft. Marken shall face the attic access per IECC Sec 303.11.1 3. Craul Space/Cantilevered floors: Insulation shall be Installed to maintain permanent contact with the underside of the sub -floor decking. Insulation '> supports shall be installed so spacing is no more than 24' on center. C,nt:teve.red floor vents shall be placed below the lower surface of the floor lnsr ,o'k'n,' 01300 ROOFING MATERIAL Part 2 - Product 1. Shingles and roofing tiles: 4. See the 'TYPICAL BUILDING MATERIALS' list on he o'•awingr. `. 2. Membrane roofing: A. 3 -ply hot mopped. Part 3 - Execution 1. Install per manufacturer's recommendation r;d is'apter 9 of tho IRC 01460 SIDING MATERIAL Part 2 - Product 1. Siding: A. See the 'TYPICAL 6tlLDCKx MATER! ,!5' list on tht. r,'rawfngs. 2. Trim: A See the 'TYPICAL- P JILL l i MATEt:'A', S' list ci tiro drawings. 3. Sorffts: A. See the 'TYPI(;:>L t3UILDIW.i ,'4Tf:RIALS' Ii the drawings. 4. Other: A. See the 'TYPIC,!:;. P.JILDIt,Cs "1A1 tRIAI o l;:+_vrt the drawings. Part 3 - Execution 1. Install per manufacturer's rearni.leadation and Chi Ater 1 of the I.RC. 01600 FLASHING AND 5145_1F Mt.:TAL Part 2 - Product I. Min 26 Gauge gal .,hiz; d, prefinishhed. Part 3 - Execution I. Install per T.haFter 1 and '3 of the LRC. .4) Flashinco rc3:tnst a vertical sidewall shall be by the step -flashing method. The flashing shall be a minln,im of 4' high and 4' wide. At the end of the vertical sidewall the step flashing shall be turned out in a manner that directs water away from the wall and onto the roof and/or;.. gutter, Per LRC. 89032.1 01100 ROOFING SPECIALTIES Part 2 - Product I. Vents: A Ridge vent: manufactured by: 1. Coordinate with materials finish selection schedule (h4 owners). 8 Mushroom vett: manufactured by: 1. Coordinate with materials finish selection sched":la t:'y othere 2. Gutters: A. Continuous alum. precoated: 1. Style: K profile 2. Color: Match fascia 3. Downspouts: A 2x3 rectangular aluminum precoated. 1. Color: Match fascia 4 trim B. Tie to 1 drain system. 01800 SKYLIGHTS Part 2 - Product 1 Skylights to conform with !RC. secttr'n Fi:'08.6. 2. Manufacturer: A Coordinate with materials finish se: -.tion schedule (by others). 01900 SEALANTS AND CAU1 Part 2 - Product I. Caulking A Styrene L'ut;c:v a caulking (5BR) I. Color: Match siding END DIVISION 1 Division 8 DOORS AND 1L'NDO1.1.S 08200 WOOD DOORS (Lower Level, Main Level, Upper Level) Part 2 - Product I. Panel wood doors: A Coordinate with materials finish selection sd.edi.'e (by C::he-s), 2. Flush wood doors: A. Coordinate with materials finish selection ache Buie (by .,'here 1. 3. Stile and rail(etore door): A. Coordinate w/materials ftnleh selection ,chect'!e (by others). 4. Patio door: A. Coordinate with materials finish selection ache1ule (by 5. Other: A Coordinate with materials finish selection schedui, lby others).'.. 08300 SPECIALTY DOORS Part 2 - Product I. Sliding glass door: A. Coordinate with materials finish eelectic-'chedule (b! others). 2. Garage door: (make/style): (see dtvisie:, I1•150r A. Coordinate with materials finish sP' c, on echedu.i (by othe'o' 08600 WOOD/VINYL WINDOWS Part 2 - Product 1. Note: Egress - A. Every sleeping room wall +ave e ;saw. one Cre 41:)1: window with a net clear opening of 5.1 ef. The net clear ooenIng heteht shat: be a min, null of 24', with a minimum net clear width of 20', and a finished sill height or nit m%)re tha . 44' above the floor, per IRC. section R310. B. Safety glaze per IRC. se -tt,n 8308. C. See plans for egress e'd or:ration D. Glazing of habitable -oat to be a minimum of 8% of floor area and ventilation to be 4% of floor area per 8303' , 2. Manufactured by: .4. Color: I. Cardin. to with materials finish selection schedule (by others). B. Style: I. rok rcil ;ate with materials finish selection schedule (by others). 08100 ;;vita I®®as r� est Part 3 - Execution Par �� ��0 1. The following will app,' unless shown on drawings. All wood framing details shall be Thi ' - nate wi ts a AriroslectIon schedule (by others). conetructed to tle :!mum standards In the IRC. All framing shall conform to the requirements ore ` t its I t t s finish selection schedule (by others). rn1pters 5,6, an:1 e f the I.RC. Minimum nailing shall conform to table R6023(l) of the IRC. 04 '+ -, a A. Coordlna Vection schedule (by other) l Hek lht and ek ac,:ig of studs shall conform to table R6023(5) of the IRC. ® . ®044/ Si -00 F NIS} CARPENTRY ® „# ® -'-���� GLAZING ®� Part : - cruducu t ® - topFici ° S A ` 1. C:aL'nets: �®-art 2 er r sf n� 1 c p IRC. rection hon i23rL a A Coordinate with materials finish selection schedule (by others). ®�„� 'r; , } !� - , `+.,, 2.. Millwork and casing: rr . v <a )' fl A -1 ss. A. Coordinate with materials finish selection schedule (by others). O UNDER . E RM OFAG E T'it 4 [ Coordinate with materials Finish selection schedule (by others). 0 em ® �tl ®®m ®®es ®m m m m m M ®� t :. 4taIi and handrail by: ® 4: Coordinate with materials finish selection schedule (by others). u ARHCITECTURAL INNOVATIONS .'.3...II 8. See division 01002.1 misc. assembly requirements. 5. Bookcases and built-in shelves: A. Coordinate with materials finish selection schedule (by others). 6. Plastic laminate and solid surface material: A. Coordinate with materials finish selection schedule (by others). END DIVISION 3 END DIVISION 6 drmmet�®r®t®as®�r®�r��eooasrarn��®®�®":�% REPRODUC71ONS BY ANY MEAN', ''HER �'' R (� _1i.. � THAN BY AGREEMENT,ARE P G�IIPITEe p � a BY FEDERAL COPYRIGH'- LAW. 1 v %\ O VIOLATIONS ARE PU! !SHr,i3LE �4 BY FINES UP TO ! rJ,000 ,# , N® PER OFFENCE.' ,® i ®e� \.* /- 40 -et ®®®�� COP \' Ifi��04' e. 1 1 1 . .... Division 9 FINISHES 09250 GYPSUM WALLBOARD Part 2 - Product 1 Walls: See the 'TYPICAL BUILDING MATERIALS' list on the drawings. A. Finish: 1 Coordinate with Contractor/Owner material selections. 2. Ceiling: See the 'TYPICAL BUILDING MATERIALS' !1st on the drawings. A. Flnfah: I. Coordinate with materials finish selection schedule. 3. Wall and ceiling finishes shall have a flame spread Index of not greater than 200, and a smoke -developed index of not greater than 250 per IRC. R302.9. 4. Code required areas: A Type 'X: GLIB as required. L See division 01002 mist. assembly requirements. 6. Waterproof GWB as req'd at wet or damp locations per IRC. section 8102.42. 5. Wonderboard or duroc at all tile locations (UNAJ 6. Metal corner bead profile: 1. Coordinate with materials ffntsh selection schedule. Part 3 - Execution I. Apply as required In LRC. Chapter 1 and Table 810231 Nall or screw In place per tables; 09300 TILE Part 2 Product L Ceramic, quarry, and marble tiles: . aordtnate with materials finish eelection schedule (by others). .Fart 3 - Execution es Refer to manufacturer's recommendations. 09550 WOOD FLOORING Part 2 - Products L Type: .4. Coordinate with materials finish selection schedule (by others), 09650 RESILIENT FLOORING Part 2 - Products L Type: A. Coordinate with materials finish selection schedule (by others). 09680 CARPETING Part 2 - Products 1. Carpet and Pad: A. Coordlnate with materials finish selection schedule (by others). 09900 PAINTING Part 2 - Products I. Painting over prepared surface per manufacturer's recommendations A. Coordinate with materials finish selection schedule (by others). 09950 WALL COVERINGS Part 2 - Products 1. Type: A. Coordinate with materials finish selection schedule (by others). END DIVISION 9 Division 10 SPECIALTIES 10200 LOUVERS AND VENTS Part 2 - Products I: H ; dware cloth screen 1/4' x 1/4' on soffit vents as detailed. 2. C ntuLnious 2' performed metal soffit vent as detailed. Roof vent (See Division 01100) !• Other vents as noted per plans. 10300 PREFABRICATED FIREPLACES Part 2 - Products 1 Location/Model/Accessories: A. Coordinate with materials finish selection schedule (by others). Part 3 - Execution 1 See division 01002.12 for misc. assembly requirements for fireplaces. 10400 IDENTIFYING DEVICES Part 2 - Products 1. Building numbers: A. Coordinate with materials finish selection schedule (byothers). Part 3 - Execution 1 Install in location per Jurisdictional requirements. 10800 TOILET AND BATH ACCESSORIES Part 2 - Products 1 Toilet and bath accessories: A. Coordinate with materials finish selection schedule (by othere). 10900 WARDROBE AND CLOSET SPECIALTIES Part 2 - Products 1. Storage Closet: A. Coordinate with materials finish selection schedule (by othhere), 2. Clothes Closets: A. Coordinate with materials finish selection schedule (by others). 3. Pantry. END DIVISION 10 Div sir r,11 EQUrr-11f.NT 11010 MAINTENANCE EQUIPMENT Part 2 - Products I. Vacuum cleaning system: 4. Coordinate with materials finish selection schedule (by others). 11450 RESIDENTIAL EQUIPMENT Part 2 - Products I. Garage door opener(s). A Coordinate with materials finish selection schedule (by others). 2. Ironing board cabinet (or drawer). A. Coordinate with materials ftnieh eelectlon schedule (by others). 3. Free-standing appliances: A. Coordinate with materials finish selection schedule (by others). END DIVISION 11 Division 15 MECHANICAL 15000 GENERAL Part I - General I. Mechanical systerrto '?e bidac^r a sign. 2. Regulatory r_le In:'nents: A. Refer t, . )vision 13eneral Requ6:,asits. B Sec plbhs for tc �l moeinum 8te' C. Lns'tno and r -'el rg equlpn err ' ...h be sized based on building loads calculated In actor dant;: with A .0 '. manual J or .c4h... ' approved heating and cooling calculation me+hoa..l:>gtes. F.." ,+14013 Cvntractr° amrkout ph. mbt' and HVAC diagram layout. • Cocro:-ate with /ter e, ::trades. 1540P F',11M13lNG 'r Par 2 - Product 1 <: Pip:: and Fittings: a UJaste 4 soil: ,es plastic of sizes req'd for the intended purpose. 1. Provide cast Iron with compression neoprene Joints per locations shown on the drawings. 2. Provide clean -outs at bends. B. Vents: ABS C. Gas: Per code, verify location of appliances. 1. Provide an approved earthquake shutoff valve Installed In the building supply line immediately after the gas meter. The valve shall be located outside the structure and be accessible. P. Water Line: 1. Below Grade: 1 1/4' type K wtthehard solder 2. Above Grade: Type L w/soft solder 2. Plumbing equipment: A. Hot water heater: (Duals in tandem) I. Size per U.P.C. 501 and Table 5-1 and y.rtsceictlor.:, an, hdments. 2. Coordinate with owner's material :etc: tion (bu c'.heri). B. Hose bib, frost proof type: Mann/iela units C. Main shut-off valve in garage. D. Plumbing fixtures 1. Coordlr.`e with owner. ...aerial selection (by others). 3. Irrigation: (bidder design) A Provide 'T' connection lo line in q...aye by rain shut-off valve with separate shut-off and drain valve 15400 PLUMBING (cot 4. Automatic Sprinkle. 'y° am: (bia.ae deslgr) Part 3 - Exeo Lrwr ' I. The Installer +a design .he sustem tr afron>prtate Jurisdictional requirements and function In a manner consr:tuht with rviese'y steno: cu. Refer to general requirements. Division 12 FURNISHINGS 12500 WINDOW TREATMENT Part 2 - Products I. Window treatment: A. Coordinate with materials finish selection schedule (by others). END DIVISION 12 Dlvislon 13 SPECIAL CONSTRUCTION 13150 POOLS Products I. Bidder deaf Part Pr n g 1.156 :,JT 1)8 cart 2 - Products 13y. .4. Coordinate with materials finish selection schedule (by others). END DIVISION 13 Division 14 CONVEYING SYSTEMS 14100 DUMBWAITER Part 2 - Products 1 Dumbwaiter: A. Manufacturer/model number: 1 Coordinate with materials finish selection schedule (by others). END DIVISION 14 10 37 15500 ,l''AC Nit ? - Proc'uat I. o ted l.0 A. Farace iystem 1 ..Coordinate w'.n materials finish selection echedule (by others). Just work and osulatlon: '` Coordinate with materials finish selection schedule (by others). c:. Air cleaner: 1. Coordinate with materials finish selection schedule (by others). D. Controls: 1. Coordinate with materials finish selection schedule (by others). E. Registers with adjustable supply: 1 Coordinate with materials finish selection schedule (by others). F. Provide flrestopping at 'B' vent location per IRC. sections R32'<!. 2. Fans: see division 11 energy requirements. 3. See floor plans for Whole House Ventilation requirements. 4. Vents: 1 Coordinate with materials finish selection sc.fhedule (by + he,• qi:'` 5. Exhaust Ducts: A. Terminate outside building and equip wi'i backdraf alai pers per IRC. section 11150133. 6. Dryer Ducts: A. Cloths Dryers shall be exhar.,>.ed In accorobr a with manufactures instructions 4 IRC. 111502. 8. Protective ehfeld platee r tai; be placed Per iR!3.111502.5 Part 3 - Execution I. The Installer to des'r th.-: system-; ,.rpropri,tP lurtedicttonal requirements and Function in a manner consistent ult`: Inaustry 4tarr,-ta ds. Re'.`'er to general requirements. END DIVISION r5 Division 14i ELECTr:,,t 'g001, GENE,. .: FFar I ▪ - G.ener� l I. Elect/ical hysteme to h. Udder designed. 2. R. isk.".y requ'rirnents: refer to Division 1 - General Requfremente. 3.- G, ntrrctor to provide electrical diagramming layouts, design circuitry: follow lighting plan ,f provided. A:' Coordinate with other trades. 16200 ['OWER Product I.Part Wire2 - and Boxes. A. Volt: 12 6,4 (3) Wire I. GFi a Damp Locations B. Low voltage: standard type 2. Panels: Circuit breaker box fully labeled A Capacity: Bidder Design B. Cfrcultry: Bidder Design 3. Grounding: A. Provide (1)2 I/2' schedule 80 PVC etioni.luit at cern, rete: stem wall for electrical service and (1)5/8' diameter x 8'0' long galvanzed 'i. d (4 t' er L -round) for electrical grounding. 4. Smoke Detectors: A. Provide and install per I.RC, cectton 8314 5. Fire alarm: A Provide and install perK .C: and e: ei..' red b;, governing fire marshal. Part 3 xecutfon E I. The installer to der,gr the: syste t' appropriete. Jurisdictional requirements and function in a manner coneletent'riti>_the indu.; p'arrdarde. 'Rear to general requirements and IRC. 16200 COMMUne.:4TIGNS Part 2 Frodu r 1. Intrusfor[alar.,-dnd ere .-'ttj ,hetet+r , syetems: A. Sao, -+' ate w', m; ierials fir, .'i cs,ectlon schedule (by others). 2. Phcne system • Goordirate :1t.o, materia's fhsh selection schedule (by others). L Irte°comm,ntc.tlrn eystehs: • Coordti ate with Pa+crista finish selection schedule (by others). 4. Stereo system: A. Cc^r.flnate rash materials finish selection schedule (by others). ' .IG+TING Fart 2 - Product 1. Fixturee: 1 Coordinate with materials finish selection schedule (by others). Note: A minimum of 15% of all luminaries shall be high efficiency per WSU=.C. 8104.1. 2. Control: A. Switches:I. Coordinate with materials finish selection schedul. 3. Dimmers: I. Coordinate with materials finish selection schedule (by oil:.-rs). 4. Boxes: 1 Coordinate with materials finish selection schedule (by &Nes). 5. Other: I. Coordinate with materials finish selection schedule (hy othe. ). Part 3 - Execution I. The Installer to design the system to approx Iate Juriscitatlooal requirements and function in a manner consistent with the Industry stands oe, Refer to lens`ral requirements. END DIVISION 16 Division 11 ENERGY REQUIREMENTS WASHINGTON STATE' !r•I. f CODE General Notes: L Per WSEC F'4rc:2A' hie bulldln9 Envelcp,scnall be constructed to limit air leakage. The results or 9%,. test shall ;ie signed.'. the party conducting the test and provided to the code orificial (8 '411) 2, Per ural L 74.403.1. ,`t east one .,:-evostat per dwelling unit shall be capable of controlling the heart le. 3 Per 1.15EC 403R 1 esfacRfilter'-oxes shall be sealed. CODE COMPLIANCE APPROVED JAN 282019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV292018 PERMIT CENTER Licensed For One Time Use O Q 0 rn w 0 co 2 0) V OCt 4.4 fool 0 CO O rti !�1 Z 00 00 3.0 os 4e4m 414 l2.1 1-800-888-4517 lans.com E 0 0) 0 x 3 r - I COCr) r r _ S 87°37_'05" E 55.00' 10' BSBL i i i SITE PLAN Scale 1 ° = 10 10 15 20 40 VICINITY MAP SITE INFO STREET ADDRESSES: 5604 S 150th Street PARCEL #: 3779300-0140 LEGAL DESCRIPTION: JUNCTION THE PLat Block: Plat Lot: 14 ZONING INFO ZONE LDR LOT SIZE 7,478 SF SETBACKS FRONT: 20'-0" REAR: 10'-0' SIDE: 5'.0" BUILDING HEIGHT LIMIT 30'-0" MAXIMUM MAXIMUM BUILDING FOOTPRINT 7,478-6,500=978 10x0.125%=1.25% 35%-1.25%=33.75%/2,524 SF ALLOWABLE TOTAL BUILDING RESIDENCE: GARAGE: COVERED DECK PORCH: FOOTPRINT 1,225 SF 536 SF 490 SF 42 SF TOTAL: 2,293 SF / 30.6% DIMENSIONS VERIFY ALL EXISTING DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS SHOWN ARE DERIVED FROM ON LINE SOURCES AND KING COUNTY ASSESSOR'S MAP. EXISTING TREES ARE PER GOGGLE MAPS, EXACT LOCATIONS MAY VARY. bto378 REVIEWED FOR CODE COrV?LIANCE APPROVED JAN 2 8 2319 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV292018 PERMIT CENTER For One Time Use V a cd0 g ct?ict Crt Z OO o O > 3.01 • w cc a 1 of 44,14 � Q 6.4 o N z F-4 w 04-4v rr • z `i" o • o 1O a. 1- 0 bD Forward Th 1-800-888-4517 E 0 U Ri E 0 .0 TITLE JOB NO.: 18114.00 STARTING NO.: 99044.21 CRAWL SPACE VFN S 1. CRAWL SPACE AREA I20SF 2. CRAWL SPACE AREA / 150 = `8.03 SF' OF VENT AREA REQUIrEi.? 3. TYPICAL VENT SIZE .=.1•+`<8'x.1.E ('15% EFFICIENCY) = .5S F••• R 1,472•1'," NET 7:IRE): AREA 4. VENT AREA / .5Es :3.84 VENTS REQUIRED. 5. 14 VEN i S 51IQWN (S£.1 PLA". rOR LOCATIO':) 6. 14 \,N75 x S,3 - 8.1: ,'AP OF VENT AREA PF'.OVIGcr' 1. VENTS 'C.4ALL 3>-: COV.i.KL.ED WITH CORROSION RES':iTAN* 1L'Rr MEM -t U f t OPENINGS OF 1/4' i14X S. VENTS LOCATED IN 'zIM JOIST MUST BE PERMANENTLY BAP Lrt�. UJSEG''Sm2.1.4.'i 3' 5/4" APPROX. GRADE III NOTE: ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED OR EQUAL. SLOPE 1/4" IN 12" D• �_,I -u Pi ® y ise THIS OFFICIAL SEAL %0011# i(?„...# Ne7004:401"""`"114eset,..‘"174:6%4)444,, # 4\r;i1tAT PPE1,444:. 6 4 V 4' SUBSTANTIATES THE GRANT OF s it LICENCE FOR A ONE TIME USE,O UNDER THE TERMS OFAGREEMENT ® s.° • 0 s a n to®®®®m®�®®®®®®®®®®®®®®®®®10 i ARHCITECTURAL INNOVATIONS P.S. 0 B gr®®® ism mess®m®m®rat giu'®m®on= mry . orb 0 ® sREPRODUCTIONS BY ANY MEANS, 0111.1"/Aft 4 t 6 THAN BY AGREEMENT,ARE PROH'9'TED /®' BY FEDERAL COPYRIGHT LikW. ®r - 4 s ,..v$4, VIOLATIONS ARE PUNISHABLE c'o �p #•®4 BY FINES UP' TO $15.1,C00 G! 4 % ®4 PER OFFENCE e, 4 46 ��� ...04'1, �` vv ®®�'I/ ®tam®rr®m®ts®W ;^V. *� et ®COPY', ��IIII00 '•A'' -1 I I -III II 1 III -r i I I II _ I=111-111-! � _1 III - -1:. I' 1-- I I I I I 1_ I I I I-=1 11 11III=I EXTERIOR WALL 8'/ S' / 2x4 FURING WALL EXTERIOR WALL FLOOR FRAMING PER PLAN STUB STEEL 12" INTO SLAB co 52" oc BEAM PER PLAN POST PER PLAN REINFORCEMENT • (RE -BAR) PER COMPA'T i=ILL FROM F TO TO TOP OF PORCH F:2N. ;WALI- FLOOR FRAMING PER PLAN II I •A. REINFORCEMENT (RE-5AR) PER PLAN POST PER PLAN 4 III -III -I 11=III-1 I I -I I • °• �_-III1 I I1 I I1 1 I I-111III X111= i- I�IIIII�IIII1,,III1� III \11H11�1��1FIRING WALLjam:ger-on F -S F-8 ALL FLOOR JOIST ARE: 2x10 AT 16'oc SEE DIV. 06100 - v1 ALL FLOOR JOIST ARE: 11-1/S' TJI PRO I50's A`:.-'.2,2' oc VERIFY W/ M'" -Cf LAY(')U'''., SEE DIV. Orr. 100 II START II FRAMING HERE FP -5 r1 EXISTING FOUr�L, REF4I ?; JERL/ CE f! -ooR FR 41' N 45 NEE 40'-0' / I Rio it °l�Lx� r� \ L- r 5'-2' 2'-0' FP -I Ll. " 1-11/4' D1 U L FP -6 J Covered Deck 4'-10 r - -7P-15 m 5'-0 FP -15 '-0' '-3' 3'-9 3/4' r--- ° 01••1•6111M10..1. =MI Taj l .\ IMP 5'-2' FPI-15 ` ,- -- -1 91 I 0 I ____L__ _ n_ -1.- FFD-Ii-.) '- � ,--� r 1 3 T'6 3/4' I I N r -� I ° I I r -, 5 I/4 3'-8'4' ° FP -2 FP- I J t FP -12 ��.`ii .. r Crawl Space FP -9 -0' m FP -1 13'-8' FP -22 AFP -24 6'-4' 20'-0' r ‘,21-1•D 3M' 4 ID Garage CONCRETE FP -3 FP -11 FP -23, 10'-2' O SITE DETERMINED 51 FP -10 r - 1 I 1 I I I 1 61 th FP -24 20'-0' FP -1 0 v FP -2 L_J OR DEPENDING ON GARAGE GENERAL FRAMING NOTES I. SEE TYPICAL MATERIALS LIST ON SECTION SWEET 2. SEE 5.1ECT A-1 'FCR ALL GENERAL NOTES AND FOR ALL r:EQUIRPI ',EATS CONCERNING MECHANICAL, F.L'°''E>ING, ANIS ELECTRICAL. 1:zuSS Mt'G. TRUSS PLAN SI -{OWN IS FOR ; �ENERr^L LAYOUT ONLY. SEE DIV. 6100 SHEET A -I - 1.-OADI .=. SEE DIV. 01002.104 SHEET A-1 - TRL+w PER FLOOR PLANS TRUSS Ts'r'Ei PER ROOF FRAMING PLAN 4 : IGNI'TEW; FOF< CtAti FIRED APPLIANCES IN G,: RAGE TG' 15' MIN, ABOVE TOP OF SLAB. DIV. i. :4HEET A-1 C OVE-2 tA'ALLS A7JACENT TO TUBS AND SHOWERS WITH Nati:-A13`0Ri3ENT MATERIAL TO 12' ABOVE INLEM FER I.RC. SECTION 3012. 51-IEET A -I 2) Lfi't'E1:ZS OF FLOOR SHEATHING OVER FP4. ''Ir G. -1'i'".AX. RISER WITH 10' MIN. RUN, IF MORE THAN (3, ''ZISERS, HANDRAIL REQUIRED PER I.RC. ECTiON R3111.8. SEE DIV. 01002.1 SHEET A-1 i�� 18'x24' CRAWL SPACE ACCESS. INSULATE AND i''`_ J WEATHER STRIP. SEE DIV. 01002.1 SHEET A-1 22'x30' ATTiC SPACE ACCESS W/ 30' HEAD F -Ii J CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A-1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE P_14 WALL LINE BELOW FIREPLACE ASSEMBLY NATES: A. DIRECT ,,'ENT GA5 tIp',-PLACES, MUST BE LISTED, LABEL: D 4INST4. L=D PER MFG. SPECIFICATIONS, SHALL CONFCQM TO I.R.C.REQUIREMENTS. Sri :AV. 01..004.12 SHEET A-1 B. ZEF'.) CI.EAi)ANCE FIREPLACES SHALL CONFORM TO I.RC.. v.r=QUIREMENTS. SEE DIV. 01002.12 SHT A-1 HEAF'T+•' AHAI_L CONFORM TO I.RC REQUIREMENT SE i.N V. Q ') p, 1=;BLOC.0IOi=E2.12NING5 AROUND PENETRATIONS 9 SACHFLOOR PER I.R.C. SECTION 81003.13. il'..71REPL.•`::E MUST COMPLY WITH UL 121 TESTING CrP_1�� l SEE E.11::' PLAN FOR EXTENT OF WALKS 4 DRIVEWAYS P -14 a J 3' ,�1 ^:clETER STEEL POST I� _'� i �n' GUARDRAIL PER I.RC. SECTION R3I2 4 TABLE 83015 l ' -1¢ ' :"ONTRACTOR TO VERIFY TO INSPECTOR THAT ALL GUARDS 4 RAILINGS ARE CAPABLE OF RESISTING 2001b LOAD 014 TOP RAIL ACTING IN ANY DIRECTION. NT FOR MECHANICAL ' CLEAALL Y'19� PER R.C. SECTION R 053.1 SEE DIVV.. 115CSHEET AIDES P-20� PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS'.U.' R-2I.It•Ic:L:!.r-+TION MIN. P-21 P-23 SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUT31DE ® 110v SMOKE ALARM PER I.RC. 8314 WITH BATTERY -BATHROOMS/LAUND;'.Y 5,0 CF: 1. MIN. BACKUP INTERCONNECTED USE A COMBINATION -KITCHEN EXHAUST *'OO TOB _MIN. OF SMOKE/C4RDON MONOXIDE ALARM WHEN NOTED 100CFM. IF EXI-I !S' HOOD =_X:.EEcS 400 MECI-IANICAL, PLUMBING, AND ELECTRICAL CFM MAKE UP A R MUST BE F'ROV'DE'7 SYSTEM FOR UNITS: PER DIV. 15$ SEE SHEET Al PER SECTION:'-i'Sw3.4. ISI WHOLE -1 -4. -....'..SE FAN '. I TIMER, = (STEMS TO CONF(7.21". TO IRC, Mk013 + 4 SIZE PER PLAT•:. TIMER TO 3 LOG.,',.''.=) AT THE FAU Wl-ri-1 A MANILA, IA, LVEF€ ' -2= SWITCH AT THE F, aN ; .00AIC'"'. TIMER 70 BE SET TO RUN PS;o IN EA%;1 4-1-10Ut% SEGMENT. FRESH 41R TO BF F-FriWUDE'D 5 Y THE FORCED AIR 3YFTEM DUCT" rER SECTION M1501.3.6.1. [j r'1E2MOSTAT 50' ABOVE FLOOR FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STr2"F' WATER HEATER TO FRAMING TOP AND BOTTOM. C'. r'ROVIDE PRESSURE RELIEF LINE ?LUMBED TO OUTSIDE. w l> �s�ry4.7 J '° ;-:› /` •d TF'IS OFFICIAL ZEAL 4,,, �� �_( SJE3ST°P� i 'PTE'S ?;;;•. GRANT OF 0, "-_"' % MCP -VC'. FOR .4 ;tiNIE �M E USE `i, 4 ,)J . f ?) 47 , INDEr< 7HE ,`.i.tviJ OFAI.REEMENT , '.. 11 6 U1V O. U xj n t�1 _7 v,s. C3G if.l ::"� i7 Li C3 G:3E.�1�J CrlY3^F.3 f'w5 [=7 C.3 i.'_7 �t:.1 C' LI iSPHIf EC-11,RP/ INNOVATIONS e nri REPRODUCT1ONS BY ANY MEANS, OTHER4 ! .`''� A ' THAN BY AGREEMENT,ARE PROHIBITED 8 '' k' G� BY FEDERAL COPYRIGHT LAW. 27 47 , VIOLATIONS ARE PUNISHABLE ei c o-�ii ©, BY FINES UP TO 73150,000 p 4 N..-- Al PER OFFENCE 0 " _,. . >v ear t .vr LSC C'9 G?."aU 4.c.) k1 C"5 Op 'p . tis EX► 1 ?!•!'..4 Cx.)Li2ED DECK I PEiR pEt tlIT 0004-215 Covered Deck 36311 Kitchen VINYL r 1c -N- -71 v IW /\ VTO5 rN /-1 Utility jD i� Sj VINYL 2x5 WALL P-12 2x4.1C 1L..... - yOF'NIN1G 3- 28 SID/C110 Hall CARPET P-11 P-19 61 1 1 GENEP AL FLAN NOTES 1. SEE 31-••E%1" A ' FOR ALL GENERAL NOTES Ar:D R .QUIQEMCNTS. 2. i NE;RGY ..NO AIR QUALITY INFORMATION 3Ec 51-1E! T .4-1 3. SEE t::U11 DING ELEVATION FOR WINDOW or` - 4TIOt`: 5E>_ DIV. S SHEET A-1 4.. rYP. i'IATERIALS LIST ON SECTION SHEET 5 EE er:Er'T A-1 FOR ALL NOTES AND REC :lif'F.MENTS CONCERNING MECHANICAL, PL'.tr1E,ING, AND ELECTRICAL. 'FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: � ' '' J APPLY (1) LAYER OF 1/2' G.W.B. TO GARAGE SIDE OF RESIDENCE, ATTIC SPACES, AND TO ALL BEAMS AND POSTS SUPPORTING A FLOOR -CEILING ASSEMBLY. APPLY (1) LAYER OF 3/e' TYPE 'X' G.W.B. TO GARAGE CEILING WHEN UNDER 1.1ABiTABLE ROOMS. DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE SHALL NAVE MINIMUM 26 GAUGE STEEL SEE DIV. 01002.6.A. SHEET A -I. 1348' MIN. SELF CLOSING SOLID WOOD CORE, HONEY- COMB CORE STEEL, OR 20 -MIND. T E FiRE RATED DOOR SEE DIV. 01002.6.8. SHEET ^-1 STAiR ASSEMBLY NOTES: F'=R I.R.C. SECTION R3I1.5 AND DETAIL 12/D2. A. HEADR.:OM MIN.O'', WIDTH MIN. 3'-0'. B. TREADS .'D' 1'1'N. 1-..)=PTH AND MIN. WIDTH OF 36' A15(1./E r4ANL.RA'L HEIGHT, RISERS 134' MAX. HT. T _;4r) NC3i. lc; 10 BE MINIMUM 3/4' AND A MAXIMUM G= 11/4' ON STAIRS WITH SOLID RISERS. G. HANDR.\i'_ MIN. 34' TO MAX 35' ABOVE iREAt' NOSING. HANDRAIL TYPE 1 CIRCULAR TC ;' E P/. MIN. TO 2' MAX. CRO55 SECTION VME.4510.4 A,'4D 1 1/2' MIN. CLEAR FROM WALL, RA;'_ ENDS. HANDRAILS SHALL BE STRO`IC. ENOUGH TO RESIST A 200 POUND POINT LOAD •;, ANY DIRECTION PER I.R.C. TABLE 83015 :7. Ii`'aTALL FIRE BLOCKING BETWEEN STRINGERS TrIE TOP AND BOTTOM OF EACH RUN PER I P.C. SECTION 8302.11. E. COVER USABLE SPACE UNDER STAIR W/ 1/2' G.W.B. PER I.RC. SECTION 83021. F. INTERMEDIATE BALUSTERS SHALL BE SPACED 4) W/ LESS THAN 4' BETWEEN BALUSTERS. G. PROVIDE STAIRWAY ILLUMINATION PER I.RC. SECTION 8303.6. SEE DIV. 01002.1 SHEET A-1. 1 P-2 P-3 P-5 l P -r' P-1 SAFETY GLAZING PER I.RC., SECTION 8305 .4. WINDOWS WITHIN 15' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHC"WERS D. GLAZING IN DOORS E. LESS TI-4AN 60' HORIZ. rr'OM THE BOT. STAIR TREAD NOSING, 4 BOT. k.7)GE OF GLAZING 15 LESS THAN 36' ABV L ANDING/WALKING SURFACE SEE DIV. 98800 S;•4EF'( A-1 EGRESS WIDOW FSR (.RC., SECTION 8310 SEE DI''..')8600 9Hf?ET A-1 [P-12) P-13 TYPICAL P-24 TYPICAL 1 4) • 1401 0 4.4 61 1'-2 3/4' =d orch CONIC 4'-1 1/2' 16010 GVHD DOOR 1 (P-16� 5'-10' -1'-10 '/2 1'-10 1/2' 20'-0' -- -ter- - - 4.4'-0' MAIN FLOOR PLAN Scale 1/41=11-0` JAN 282019 P-24 a '19 En it cdr1 rO V Z oo 0 oQco a••rt w 44 OC, g Rid �•w of 444 d o ` >I M z el 1Z 054 En I 4:1 a } 40) 8 otr) -- 0En C 0VID Ln ter CORMG 4 ! TR#,.._. SQA,; ARE FOOTAGE OTAGE 10 AIN *FLOOR 1204 SF UPP€'1- FLOOR 1155 SF i fAL 2359 SF GARAGE 536 SF PORCH/PATIO 42/490 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED BEW SPACES ANN D GARRAGESARE NOT INCLUDED IN CALCULATIONS. Environment 0 00 00 0 0 0I0 C 0 SHEET A3 RECEIVED CITY OF TUKWILA JAN 0 7 2019 PERMIT CENTER 4,Q e# 4. 4 \ J / TH.S: .;'FICIAL SEAL ®4 ®® ®� ♦ SUBSTi\i ATES THE GRANT OF 4V ♦. LICENCE FOR A ONE TIME USE ®Q 0 0 Q a UNDER THE TERMS OFAGREEMENT 6 II 4 % I a illi ism®®®®®®®®®®®®®m®'® a II ti ARHCITECTURAL INNOVATIONS P.S. so $REPRODUCTIONS BY' ANY MEANS, OTHER 6 "'� S THAN BY AGREEMENT,ARE PROHIBITED • #14. % BY FEDERAL COPYRIGHT LAW. D 1, VIOLATIONS ARE PUNISHABLE ® ® $ �® BY FINES UP TO $150,000 m® o h®4 PER OFFENCE ®l s� ®�®1111 4.®®��m�®�®���®4441) ,, ®�0 COPYil• 0. -8142 once met0sa 0 I/8x 9' GLIB 3 1/8' x 12' 24F[V4 GLB 0 EA NG ALL ZL x117. gin 1/ BEfr`kII1G IU,4;.L 0 NNG 1M11111 INN N ALL (2) 1 1/2' x 11 1/S' LSL RII _J 2x LEDGER AT ROOF LIN } -3/4'X11-1/ 'L L r FUR DOWN FOR HVAC MONO SSSS L 0 1- X /8' `JL JL JL JL N 1-S L J r GIRDER TRUSS COMMON TRUSS ua COMMON TRUSS GABLE END TRUSS 2 GENI±'RAL, FRAMING NOTES I. 5F YF'IC/ ,h - TEIF.; 4LS LIST ON SECTION SI-IEET 2 .ALF SHEEN .' I FOF '>4LL GENERAL NOTES AND FOR ALL R c>UiNEMENI *, CONCERNING MECHANICAL, PLUI' *•'x; ANL, LCCTRICAL. 3. TRUSE: IVEe;CR `BY MFG TRUSS PLAN SHOWN IS FOR CENFRAI. LrV "OUT ONLY. SEE DIV. 6100 SHEET 4-1 `1';zUSS,i.O4DING. SEE DIV. 01002.104 SHEET A -I TRUS ::PAN PER FLOOR PLANS - T :Sv"TYPE PER ROOF FRAMING PLAN 4. F`Ci' `FRAMING SPACING, 24' o.c. UN.O. 5.-1 , OF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 6. RAFTER TAIL 2x4. VERIFY. 1. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 8. ALL HEADERS ARE 4x10 DF UN.O. PROVIDE (1) TRIMMER STUD UP TO 4'-0' SPAN AND (2) TRIMMER STUDS OVER 4'-0' UN.O. SEE DIV. 06100 SHEET A -I HEADERS TO BE INSULATED W/ MIN. R-10 INSULATION 9. STUD NOTCHING AND BORING PER .fQC:.SECT. 8602.6 BEARING OR EXTERIOR WALLMAXdtnUM NOTCH 250, THA BORN (2) SUCING 40%. ESSIVE STUL>� 3ORED. 60% MAXIMUMCBORING IF DOUG -ED WITH NOT MORE - NON-BEARING,;n4XIMUM NOTCH 40%, BORING 600. - HOLES NO CLC)SL:R 11.-! ;41 �:S/8' TO FACE OF STUD. FRAMING PLAN KEYNOTES ll F-1 e.44:72.1< FF.AI SING 4;4L) SOFFIT AREA AS J - Rr'QUIF..W O A'_! .OL!J FOR HVAC DUCTING. ':SEE L' V'..5 SH:77.71- A-1 PONT WALL ON TOP OF LOWER ROOF FRMINC. MEMBERS SUPPORTING UPPER •• .;ROOF:772,41`IING MEMBERS. 3 1 ALIO-* L )GE OF JOIST WITH FACE OF WALL l --:,.\LGN INSIDE FACE OF BEAM WITH OUTSIDE r4.:i F.4CE OF WALL 1 UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF J JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS F-6 F-1 F -S TOP OF. BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION .. SEE DIV. 010023.8 SHEET A-1 FLOOR JOIST - : SEE 5CHE" al E DWG. SEE DIV. 0l.' 5HEET :4:::1 SEE ELEV,TIC.NS APIDt_CTIONS FOR F-9 , PLATE 1-! %I1T PRESSUR . BLOCI N6 SEF I:`�V 0610?'.31-IEET A-1 FLI,S-! C=BEAM EVEN W/ BOTTOM j018 ',8 >, W/ TOP OF JOIST AND BEAM ' EXT '1LDS DC'W.I '3ELOW JOISTS TG;?` OF c'F_,/;11 3' BELOW TOP OF FLOOR TRUSS. I,, `F-13 FLOOF•'. 1 rU 3SES TO BE TOP CHORD BEARING. l F-:4 2x CvF??-RAMING 6 24' OC. PROVIDE 2x6 J STRC . BACK PURLINS AND 2x KICKERS AT • 4-,'=;0' oc TO TRUSSES BELOW. F-10 F-11 •2<6 CEILING JOISTS 6 24' OC ROOF VENT CALCULATION BASED ON 3 2-1/2" HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION Ir>053 TOTAL ROOF AREA 591 SF/300 .197 F OF VENT AREA REQ 50 50 % m 36' (MIN) ABOVE E4V,7. .38 SF REQUIRED ROOF JACKS AT 50 'oc.D. IN. EAC.1-1= SQ. IN.= SF 53 L.F. OF EAVE VENT6 oT 5.2 en. Ii'4./LF=1749 % AT EAVE - :c :; SF REQUIRED SQ. IN.=121 SF GABLE END VENTS 4T 0 x0 = 0 SQ. IN.=0 SF 0 GABLE ENP Vtt•; ;'S AT 11 _ x (1 _ = 0 SQ. IN.=0 SF 1 GABLE EP•D VENTS .47.18 DIA. =177.8 SQ. IN.=123 SF TOTAL Vi2.N- S PROVIDED tL'OF '.KGs' i EAVF :.V, N7S GAE1.c''ND VFN75 = 121 = 123 SF SF SF tC TaL P Of' VENTS PROVIDED = 2.44 SF • ARE/. MA '•r' BE I, 3 )0 IF A VAPOR RETARDER IS INSTALLED ON THE WA.;zi<'...S';DE I t 'i HE ATTIC INSULATION. UBC 150532 • EI- cC;TIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH D2 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 28 2819 City of Tukwila BUILDING DIVISION UPPER FLOOR/LOWER ROOF FRAMING PLAN Scale 1/4' is I'-0' SYMBOLS & LEGEND 0 O POINT LOADS FROM ABOVF 'POINT LOApr; FROM A'5LJV.= W/ LOADING • POINT LC.'D TR4NSFt:(ING DOWN v Q P(";NT LOAD. T ANSFERING DOWN W/ LOADING r\° ;-+4NGER. ,. PONT LOAD I i?4NSFEREd BY KICKER i.... HOt,t• DOWN WITH SIZE DESIGNATION (Ce(e//-4*. r ' ICAL STRAP WITH SIZE DESIGNATION • TO BE USW ON FLOOR BELOW T - - HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER WALL ABOVE I I WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 0378 For One Time Use 4) t/9 C.) 00.4 0 CO .-0 CA 1.1 1 r4 CO 0 {Is" 00 > cc00 W ON W it oc tea � of 444 114 0 a Chtn Elm' 0> M z z444 1.4 w 0 15) 0 0 Z 441- d 1/40 a V1 z 0 E-1 0 z z M-1 ry' `l HH 0 Environment 0 0 0 0 0 0 00 b0 0 0 F 0 0 1-800-888-4517 0 lerhomeplans RECEIVED CITY OF 1'UKWILA NUV 2 9 2018 PERMIT CENTER IIIIMIMINM.A.M. SYMBOLS AND LEGEND MN- DIRECT VENT TO OUTS'L)t.7 -BATHROOMS/LAUND;RY F,7, am Nil! -KITC1-15N EXI4,4,16:' 14000 70 5E OF 100CFM. IF E. <1-, 4UST EXC 5 400 CFM MAKE 'A- AIR NUT 5! PRCVIDED PER EC 10N 111503.4. ;01.15;: !=,LNI ON 1 leK, SYSTEMS TO CONOrZM Tr) •Rc.., M1g01.3. FAN SIZE PER TIMi7R -C) ')ATED AT THE PAU ,241I-1 4!-1.ANUAL SWITCH AT THE FAN 1.0CA NON. 11-1/ER TO E3E SET TO RUN 50% ;LACH 4 -HOUR SEGMENT. FRESH AIR r3F PROVIDED BY THE FORCED AIR SYS'IEM DUCTS PER SECTION M1501.3.6.1. 1:;.1 THERMOSTAT DO' ABOVE FLOOP. 0 110v SMOKE ALARM PER LRC. R314 WITH BATTERY BACKUP INTERCONNECTED USE A COMBINATION SMOKE/CARBON MONOXIDE ALARM WHEN NOTED MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SI-EET Al FURN A. PROV DE 6' DIAMETER FRESH AIR INTAKE FROM OUTSrE TO RETURN AIR PLENUM AT FURNACE WIT14 ML,TORIZED FLOW DAMPERS. PR')V11.)E THERMAL EXPANSION TANK AT WATER 1-1,7ATER STRAP WATER HEATER TO FRAMING 70P AND BOTTOM. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. ,r1C3Car0 =r72,.. C...1 rcj °po tP ,-. /.7,,,,'',. e--71 4 fr ) '?><,,'''' '.('' NIS OFFICIAL SEAL ',..s.""......."4„ p „)) ii SUBSTANTIATES E l'HGRANT Or s:‘ s i'l 1-7 IJCENCE FOR i't ONE TIME t1SE 0'1 0 g UNDER THE TERMS OFACREPAENT ti Q 3 fl D r3 en El rs LI Imo LIME3EZialLUMUMMEIDE:30t;.1 ARHCITECTURAL INNOVATIONS-P.S. v., v3 t..--; cat La va tri ra La Ka tzl eat tta cm tmt c -i. E7a r.:..mi ri tn ra c-2 la es t.n rAt.--,,, .4 a 0 0 REPRODUCTIONS BY ANY MEANS, OTHER , a THAN BY AGREEMENT,ARE PROHIBITED ,•,,, ty ‘''' ,•`;:s3 BY FEDERAL COPYRIGHT LAW.. c 1Y VIOLATIONS ARE PUNISHABLL ;'.:j BY FINES UP TO .7,,;150,0i, .- t, 4's \''''a.' 0 v... 0 , 4 PER OFFENCE %,,,,,, v -s°/:'"1 41, 4.-7cj° ri ci I3'-6 I/2' 16'-3 1/2' ,040 P-24 TYPICAL M. Bdrm. CARPET 1 L_ (5) 51-ILVS. LINEN r - 1 GENE:MI.:TIAN NOTES I. SCE 61-1E--1.- I FOP. ALL GENERAL NOTES ID RE 'ZIP REMENTO. 2. ENES :7.': AND AIR QUALITY INFORMATION SF= 11 .7.44FF_T A-1 3. SE 15U11..r)INa ELEVATION FOR WINDOW OPERA, ; I SEE DIV. 8 SHEET A-1 5EE 7.`rm. MATERIALS LIST ON SECTION SHEET 5. P.F.. E ZHEET A -I FOR ALL NOTES AND i'EtUIREMENTS CONCERNING MECI4ANICAL, FLUMBING, AND ELECTRICAL. 1 ---FLOOR PLAN KEY NOTES P-1 P-2 P-3 P-4 P-5 CARPET P-6 1 CV 6'-3 1/2' 6'-11 1/2' N. 14R P-10 P -I1 P- 12 P-13 P -I4 P -1S 41-4 1/2' Bdrm #3 CARPET 2'-l�' 1. -8' 51-3' WALL LINE BELOW ROOF LINE BELOW ; UPPER FLOOR PLAN Scale 1/41,111-0' J OCCUPANCY SEPARATION: APPLY (1) LAYER OF 1/2' G.W.B. TO GARAGE SIDE OF RESIDENCE, ATTIC SPACES, AND TO ;ALL BEAMS AND POSTS SUPPORTING A FLOOR -CEILING ASSEMBLY. APPLY (1) LAYER OF 543' TYPE 'X' G.W.B. TO GARAGE CEILING WHEN UNDER HABITABLE ROOMS. DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE SHALL HAVE MINIMUM 26 ':',..=';'.1t3E STEEL SEE DIV. 01002.6,4. SI-IEET A-!. We' MIN. SELF CLOSING SOLID 'llOOD CORE, 140NEY- COMB CORE STEEL, OR 20 MINUTE FIRE RATED DOOR SEE DIV. 010(A.613. SI-IECT STAIR ASSEMOL W.)11::::: PER 'RC. SECTION R.311.5 AND DETAIL 12/02. A. 1-1EAC ROOM MIN. 6'-8', WIDTH MIN. 3'-0'. B. "REAL)5 MIN. DEPTH AND MIN. WIDTH OF 36' At3OVE itA*4DRAIL 1 -EIGHT, RISERS 134' MAX. HT. I -READ NOSING TO BE MINIMUM 3/4' AND A MA>elML`l OF I 1,4' ON STAIRS WITH SOLID RISERS. I -14i 10.FAIL MIN. 124' TO MAX 38' ABOVE NOS:NG. HANDRAIL TYPE 1 CIRCULAR HAVit MIN. TO 2' MAX. CROSS SECTION IMP‘151N AND 1 1/2' MIN. CLEAR FROM WALL, RETJ'i I RAIL ENDS. HANDRAILS SHALL BE SYF'..asiG ENOUGH TO RESIST A 200 POUND POINT Ci., IN ANY DIRECTION PER I.RC. TABLE R3015 :NSTALL FIRE BLOCKING BETWEEN STRINGERS AT THE TOP AND BOTTOM OF EACH RUN PER I.R.C. SECTION R302.11. E. COVER USABLE SPACE UNDER STAIR W/ 1/2' G.W.S. PER I.RC. SECTION R302.1. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. G. PROVIDE STAIRWAY ILLUMINATION PER SECTION R303.6. SEE DIV. 01002.1 SHEET A-1. SAFETY GLAZING PER I.RC., SEC-. inN R308 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS A 24' AR QF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS (10 E. LESS T1 -14N 60' 1-10=wz:. T:tOM THE BOT. STAIR 01 TREAD NC.):NINCI, 4 EDGE OF GLAZING 15 LESS TAANI 36' 43V LANDINGAUALKING SURFACE SEE DIV. 0E3P,O SI-1EET A-1 EGR:SS F'ER LRC., SECTION R310 SEE DIV. 08k.,.-2) SI-IEET A-1 IC4NITERF; I -C)1 GA:2 =IRED APPLIANCES IN G 4C 10 BE ;3' ilIN, ABOVE TOP OF SLAB. SEE 15 SIFT A -I 4.4 0 F4 4.) CC:vE12 WALL:: ADJACENT TO TUBS AND SHOWERS WI't!4 NON- ,A:3SORBENT MATERIAL TO 12' ABOVE DRAIN !N,.F.TS, PER I.RC. SECTION 301.2. ID sEE v. 09250 SHEET A-1 eZ14G.NYE.R5 OF FLOOR 51-IEATHING OVE r\R 1'4' MAX. RISER WITI-I 10' MIN. RUN, IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER I.R.C. SECTION R311.1.8. SEE DIV. 01002.1 SHEET A-1 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A-1 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEAT1-4ER STRIP. SEE DIV. 01002.2 SHEET A-1 FLOOR MATERIAL BREAK LINF WALL LINE ABOVE WALL LINE 5EL,LU FIREPL,4CE AssEme.ix NOTES: A. DIRECT vENI GA -.5 FIREPLACES, MUST BE LISTED, L ABELE], VNSIALLED PER MFG. SPECIFICATIONS, SHALL Cc.11\r-ORM TO I.RC.REQUIREMENTS. E DIV. 0100212 SHEET A-1 ZERO CI-EARAN--E FIREPLACES SI-IALL CONFORM TO l..RFau;REMENTS. SEE DIV. 01002.12 SHT A-1 C. 1-;=_.,ART1-1 Si -',ALL CONFORM TO I.R.0 REQUIREMENT ‘vC47.. DIV. J02.12 D. FIRE. CCK OPENINGS AROUND PENETRATIONS 19 17Cu FLOOR PER LRC. SECTION R003.13. E. rIPLACE MUST COMPLY WITH UL 121 TESTING (2t-. SITE PLAN FOR EXTENT OF WALKS 4 DRIVEWAYS p_17 3' DIAMETER STEEL POST F,. 36' GUARDRAIL PER I.RC. SECTION R312 4 TABLE R301S CONTRACTOR TO VERIFY TO INSPECTOR TI -IAT ALL GUARDS 4RAILINGS ARE CAPABLE OF RESISTING 200Ib LOAD ON TOP RAIL ACTING IN ANY oRECTION. 'B' VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER I.C. SECTION R1005.3. SEE DIV. 15 SHEET A-1 P-20 PLANT SHELF P-21 P-22 F'-23 P-24 UPPER AND LOWER LINEN CA-INETS SOFFIT AREA INTEGRATV.") IAKE JP AIR 2x6 STUD3 W/ INSULATION MIN. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 :::;13 City of Tukwila BUILDING DIVISION b I Boti 0 3 7 9 RECEIVED CITY OF TUKWILA JAN 0 7 2019 PERMIT CENTER ir 5 Lu tt 0 8 -4= CC CD 03 c0 c\I 0 00 00 00 Environment 0 Solutions For 00 bk) 0 .14 0 N !"4 11) •tr 00 00 00 I 00 0 0 a 0 0) .0 0 0) SHEET A5 1 r • •„ ur L) Botta* - vovi ry 40, 010 ciogs as \ I d • 44:41. 46 44% 4A, 0 / s ...\#."7,,(04THIS OFFICIAL SEAL 4)41:W*$ D 4'S'OSTANTIA1 F.S THE GRANT OF $ Lit,ENCE FaIi A ONE TIME USE `.) CNDEF 11 iE TERMS OFAGREEMENT tt a 3 g .ignics,•:..lateurmustmesemairsuenisieirsommaricumendi g 111 ARHC!TECTURAL INNOVATIONS P.S. RI Ai Z.', CI CI MI 19111 ICI MI 1121 a I= MI 110 NM WI 121 EN MI El 10111 11111 MI It a • OEPRODUCTIONS BY ANY MEANS, OTHERD L_ 0. THAN BY AGREEMENT,ARE PROHIBITED BY FEDERAL COPYRIGHT LAW. VIOLATIONS ARE PUNISHABLE 474.„.„_/ 44+ ‘,00:61%, 4 BY FINES UP TO $150,000 e# \7•4) PER OFFENCE /k#4 / 4)4,4, to. 40# 4.4, 401 fl,s• Cop\f9%." . . • 6>. P-11 0 RIDGE • GABLE END OFFSET GIRDER TRUSS GABLE END TRUSS L _J • MIIMILAIMIO , . „ ••••••••••• 1D2 111 LLL .4. L WALL LINE BELOW UPPER ROOF FRAMING PLAN SCALE 1/4'.1'-0' ROOF LINE BELOW GENERAL FRAMING NOTES I. SEE TYPIC4LTMATEFALS LIST ON SECTION SHEET 2. SEE 6:71EL!T A-1 T7CR ALL GENERAL NOTES AND FOR ALL rONCERNING MECHANICAL, ELECYRICAL. rit-a. TRUSS PLAN SHOWN 15 FOR LAYOU'I ONLY. SEE DIV. 6100 SHEET 4-1 - TP.436OApi SEE DIV. 01002.104 SHEET A -I - TR1.4;;5 SPN PER FLOOR PLANS TRUSS PER ROOF FRAMING PLAN 4r<0 OF 'f•'.11ING SPACING, 24o.c. UN.O. • ROC r'i ICH- EXTERIOR PER ELEVATION II•rrCRIOR PER SECTION. • rER TAIL 2x4. VERIFY. 1. -ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 3. ALL HEADERS ARE 4x10 DF "2 UN.O. PROVIDE (1) TRIMMER STUD UP TO 4'-0' SPAN AND (2) TRIMMER STUDS OVER 41-0' UN.O. SEE DIV. 06100 SHEET A-1 HEADERS t0 13E INSULATED W/ MIN. R -I0 INSULATION 9. STUD NOTCHING AND BORING PER I.R.C. SECT. R602.6 -.BEARING OR EXTERIOR WALL MAXIMUM NOTCH 25%, BORING 40%. - 60% MAXIMUM BORING IF DouisLrtr• WITH NOT MORE THAN (2) SUCCESSIVE STUDS 5r)REr. - NON-BEARING MAXIMUM NOTC.-I 40%, BORING 60%. - HOLES NO CLOSER THAN e/e' 1", FACE OF STUD. • FRAMING PLAN KEYNOTES F-1 SAC : FRIkilIN."::!. AND SOFFIT AREA AS RE.-QUICED TL /ALLOW FOR HVAC DUCTING. 6.7.z OIV.15 -,:•1T A-1 FKEE 0TY 1.1.1,ALL ON TOP OF LOWER ROOF MEMER3 SUPPORTING UPPER • ROOi7 t-RAMINIc MEMBERS. rJfl ALN ErE OF JOIST WITH FACE OF WALL f 4LIGN '31E FACE OF BEAM WITH OUTSIDE - J FACE C":)F.' WALL F-77. .76-11frT - BOTTOM OF BEAM EVEN W/ BOTTOM OF L LJ,..1C1:6T AND TOP OF BEAM EXTENDS UP ABOVE .1) JT-10:7)FOF BEAM IS FLUS 1155TT5WITI-1 NO TOP PLATE. CUT ADJACENT H WITH BOTTOM OF F-1 F -E3 F-9 F-10 F-11 F-12 FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002.3B SI-IEET A -I FLOOR JOIST - SEE SCHEDULE DWa SEE SHEETEDLIVE.v0A6T1100N5 ID4;;1 SEE 01\15AT;N5 FOR PLATE HEIGHT. - PRESSURE BLOe.:KIN.:3 SEE DIV. r..')6,p0 S4LT 4-1 FLUSH-ciTTOrl -•:-.)F BEAM EVEN W/ BOTTOM OF , • TF ')F BE* FLUSH W/ TOP OF JOIST AND BEAM EN L.:OWN BE_OW JOISTS %.3.'F'SAM 3' ELOW TOP OF FLOOR TRUSS. FLO7t3 LY!ZT TRU55ES TO BE TOP CHORD BEARING. 2i\,OVERFR4-ili•IG 24' OC. PROVIDE 2x6 T T T Ty .R00N. jKTRPuUs1_R5E15NSE3AEL.NolDw2.x KICKERS AT Ft* -3-•-d 2X6 JOISTS f) 24' OC ROOF VENT CALCULATION BASED ON 3 2-1/2' HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 1505.3 TOTAL ROOF AREA 1206 5F/300 .402 50 50 6 46 % AT EAVE = 2.01 % 15) 36' (MIN) ABOVE EAVE = ROOF JACKS AT 50 ea .IN. EACH=1 L.F. OF EAVE VENTS ArE2 SQ. IN./L.1,1518 SF OF VENT AREA REQ SF REQUIRED SF REQUIRED SQ. IN.= 104 5F SQ. IN.:105 SF 0 GABLE END VENTS AI 0 • 0 =0 SQ IN =0 SF 0 GABLE END VENT AT .0 =0 SQ IN.=0 SF 3 GABLE END .1..ti.:TS'AT 12 • =53a4 TOTAL VENTF, F'ROVIDrit.) R0 J4CK..• 7:'4Ne VENT:: ,• 'ALE END VEN17Z- SQ. IN.=a7 SF • 104 • 105 ▪ a7 5F SF SF Licensed For One Time Use • TOTi:L SF OF ..'=N I'S PR0VIE = 579 8F $ 4K :-.3E 1/300 iF 4 VAPOR RETARDER IS INSTALLED ON THE (.. WARM ')E 01: THT3 Arric INSULATION. UBC 1505.32 VE14; ';!1/4-FIS4 BASED ON A 30% REDUCTION DUE TO 1/4' MESH REVIEWED FOR CODE COMPLIANCE APPROVED JAN 28 2319 City of Tukwila BUILDING DIVISION SYMBOLS & LEGEND 0 CD' POINT LOADS FROM ABOVE co434(\ y'÷ POINT LOADS FROM ABOVF L')/ LOADING • POINT LOAD TRANSFEF2 DOWN R\/ POINT LCAb TRANSFFRING DOWN W/ LOADING P" • 14k; 1GER )7JOINT TRAISFEREDI BY KICKER WITH SIZE DESIGNATION ,'"AL STRAP WITH SIZE DESIGNATION TO USW ON FLOOR BELOW 'ORIZONTAL STRAP WITH SIZE DESIGNATION " INDICATES BEAM CALCULATION WITH INDEXED NUMBER WALL ABOVE .1 WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. REC CITY OF TUKWILA NUV 2 9 2018 PERMIT CENTER 0 0 1. 0 1-800-888-4517 E 0 TITLE JOB NO.: 18114.00 STARTING NO.: 9904421 SHEET A6 8:12 21: PIA. GABLl: rip VENT 5:12 SIDING Gast /SIDE ELEVATION Scale 1/81.1 0 TOP PLATE WIN. HDR 5:12 5 12 'IR N U� j _.!-PP ER FL-LQR roP f --L 4TE LI2F. HCx" FLOOR A•111.•...1111.011 MINIM EAR ELEVATION 12 24' DIA. GABLE END VENT ENERGY CREDITS la EFFICIENT BUILDING ENVELOPE 5 CREDITS VERTICAL FENESTRATION MIN U=,28 FLOOR R-38 SLAB ON GRADE R-10 UNDER ENTIRE SLAB 3a HIGH EFFICIENCY HVAC EOUIPMENT 1 CREDIT OAS, PROPANE OR OIL -FIRED FURNACE WITH MIN. AFUE OF 94% 5a EFFICIENT WATER HEATING 5 CREDIT ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT L75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS Sc EFFICIENT WATER HEATING 15 CREDIT WATER HEATING SYSTEM SHALL INCLUDE GAS, PROPANE OR OIL WATER HEATER WITH A MIN EF OF .91 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: 1V. BUILDING PAPE (DW. 7) SHEATHING: (DIV 6) FRAMING: (DIV. INSULATIONN SOGFFIT: 9 ASPHALT SHINGLES 30# BUILDING PAPER 7/16' O.S.B. OR EQUAL PER PLAN R-49 BLOWN PER SPECIFICATIONS 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DW. 7) BUILDING (DIV. 7) SHEATHING((: IV 6) FRAM. 6) INSULATIION: MP/. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: IV. SUBFLOOR: W. 6) FRAMING: W. 6) INSULATIO SOFFfl (DIV. TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: .J L' 0 OFF'e L SUBS i ANT1AT':_ THE !CI 'ICE FOK A ONF UNDER TEE TERMS CI' SEA:. Glc.4N1 OF TIME USE ® ▪ a i.GREEMENT rim ca®o camen uzae AtICTE:TtJAi INNOVATIONS • 2ElR tiEF'Ri�[71 iC11t. 4s OY ANY ?B . HER ..;, riAN Ei i ACREEMEI r ,ARE FEANS}:OH131TEOTI� 4 3 Cp `: .0-:0': BY FEDERAL COPYRIGHT LAW. ,G° C ..�h?�'.\e\` ;. VIOLATIONS ARE PUNISHABLE .,.;•7 , `' ` � BY FINES UP TO S150,000 G `s ,22 .a PER OFFENCE 1S' DIA. GABLE END VENT 2X8 TRIM TOP PLATE k4 TRIM 2 <6 TRIM 1X4 TRIM 2X10 TRIM 1X4 TRIM 2x6 TRIM 2X4 TRIM 2x6 TRIM WIN. HDR I -IGT. IS' DIA. GABLE END VENT 12 Ll LI LJ U L i%fL'I-C -Q ---- ixc heir ------ ?X4 TRIM UF' RF 00 TOP PLATE WIN. HDR I -IGT. 2x6 TRIM 2X4 TRIM MAIN FLOOR 2X10 BELLY BAND TYP. WOOD SIDING (DIV. 0100.5) 15# BUILDING PAPER 1/2' CDX PLYWOOD OR EQUAL 2X6STUDSAT16'OC R-21 BATT W/ INTEGRAL VAPOR BARRIER PROVIDE CLASS II VAPOR RETARDER IN MARINE ZONE 4 1/2' GWB FINISH PER PLANS (DP/. 0100.5) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R-38 BATT PER SPECIFICATIONS HEAD: 2x6 JAMB: 2x4 SILL: 2x6/1x4 INSIDE 24 OUTSIDE: 2x4 2x8 UNO Scale 12 TRUSSES PER PLAN TOP PLATE ivr rLm.i=�� _ Bedroom #2 w w w 4 .a(r 4, Y it. Nit �_ _ • . WIN. N. - T. WIN. HDR HGt. _ Bedroom #3 :-.1r e I •4 ,Z CO 0 Q UPPER FLOOR Master Bath r.� _r Vial,' 1 ^!oset 4"1 s .w. w li► Y Y Y Y Y Y Y '•" Y- TOP PLATE FLF: :? i PER PLAN WIN. HDR WGt. Nook EXISTING COVERED DECK PER PERMIT *D04-215 MAIN FLOOR 1 1 1 1 1 1 1 1 Utility Living FLR JSTS PER PLAN Crawl Space 1111•16.111.111111.11110111110.1. AM. BUILDING SECTION AA Scale 1/4'■1'-0' r R VIEWED FOR CODE COI PI._IANCE APPkOV ;D TOP OF BEAM g PORCH WIN. HDR I -GT. MAIN FLOOR L 2 Li 14 f. cdC 0 cdca l vs co 0 C,, 414 iE-4 con con tf'y 4 4 4 4 0-40 H (24 0 0 w z 0 Solutions For 0 1-800-888-4517 www.kapplcrhomeplans.com City of TukwIiq BUILDING DIV bi91-00370 RECEIVED CITY OF TUKWILA JAN 0 7 2019 PERMIT CENTER P a E NOTE: BASEMENT SLAB MUST BE IN PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. FINISH GRADE —4- CLR 5/8'4%10' A.8. W/ 3'x3'xI/4' S.Q. STEEL PLATE WASHERS 9 4'-0' O.C. (DIV. 3 SHEET A-1) UNLESS - NOTED OTHERWISE PER ENGINEER, T MIN. EMBED. (2) "4 BAR ® TOP 12' "4 VERT. BAR 9 16' oc, FULL HEIGHT OF WALL (DIV. 3 SHEET A -I) *4 VERT. J-8AR 6 5' oc DOSE NOT NEED TO ALIGN W/ VERT. BAR MAY BE EXTENDED FROM FTG. W/ SAME BAR DESIGNATION *4 HORZ. BAR ® 10' oc (DIV. 3 SHEET A -I) DAMP PROOFING ( DIV. 1 61 -IT 41) TIGHTLINE 4' PERF. FT'G. DRAIN W/FILTER �— IN 24' GRAVEL 8ED. (DIV. 2 SHEET A-1) 3'-8' FbUNDATIO 3/4"=T-0" NOTE: BASEMENT SLAB MUST BE IN PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB E TOP OF DOWEL CV IF MORE THAN 12' 04 VERT. BAR 6 12' O.C. WET SET. 21-6, MIN. TOP OF SLAB / VEHICLE SURCHARGE N L14 a tx Tori OF. 3 / 3'-I0' 8' 10' / FOUNDATION D TAIL 3/4"=T-0" (5) 04 BAR CONT. (DIV. 3 SHEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A-1) TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JOINT 9 COMMON MEMBER RIM BOARD LOCATE SHEATHING JOINT B COMMON MEMBER CRIPPLE WALL PER PLAN NOTE: STUD SIZE 4 SPACING, SHEATHING 4 NAILING TO BE PER WALL ABOVE UNA. SEE FOUNDATION DETAIL(S) CRIPPLE WALL o FOUNDATION 3/4 =1-0" 2'-0' MIN. TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -I) TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -I) RIM BOARD Q EXTERIOR WALL CRIPPLE WALL PER PLAN (DIV. 6 SHEET A -I) NOTE: STUD SIZE, SPACING, SHEATHING 4 NAILING TO BE PER ALL ABOVE UN.O. SEE FOUNDATION DETAIL(S) FOR ANCHOR BOLT AND RE -BAR INFO. TYP. ©CRIPPLE' WALL � FOUNDATION 8/4 =R 5/8'4x10' A$. WI 3'x3'xI/4' SQ. ECP STEEL PLATE WASHERS 9 0.C. (DIV. 3 SWEET A -I) UNLESS NOTED OTHERWISE PER ENGINEER, 1' MIN. EMBED. (2) "4 BAR ® TOP 12' "4 VERT. 8AR a 16' oc, FULL HEIGHT OF WALL (DIV. 3 SHEET A -I) "5 VERT. J -BAR a 1' oc DOSE NOT NEED TO ALIGN W/ VERT. BAR MAY 8E EXTENDED FROM FTG. W/ SAME 8AR DESIGNATION 04 140RZ BAR 6 10' oc (DIV. 3 SHEET A-1) DAMP PROOFING ( DIV. 1 SI -IT Al) (6) "4 BAR CONT. (DIV. 3 SHEET A -I) SOLID SUBSTRATE 4' CONC. 5L48 OVER 4' ROCK OVER VAPOR BARRIOR 7 UJ 2x 1-1 ADD BARS TO MATCH REINFORCING PER PLANS LINE OF EXCAVATION STEPPED FOUNDATION DETAIL N.T.S. PER PLAN z FOUNDATION DETAIL 3/4"=T-0" TYP. EXTERIOR WALL CONSTRUCTION PER PLANS (DIV 6 SHEET A -I) 4' CONC. OVER 4' ROCK OVER VAPOR BARRIER R 10 RIGID INSULATION 2x2 TREATED NAILER 2x TREATED PLATE SEE FOUNDATION DETAILS ii= ,ii=m111111 1111172-1111h . `� _IIIIII =IIIIII=IIIIj EEEIIIIIIIIIIII=(III III=IIIIII- 1111111_111111-IIIIII==111111-111111111 - GARAGE SLAB SLOPE TO DOOR TYP. WALL CONSTRUCTION PER PLANS (DIV 6 SHEET A-1) 5/8'4x10' A.B. W/ 3'x3'x1/4' S.Q. STEEL PLATE WASHERS g 5'-0' 0.C. (DIV. 3 SHEET A -I) MIN. 6'x6' STEM WALL 2x TREATED NAILER R 10 RIGID INSULATION EXTEND 24' MIN. 4' CONC. OVER 4' ROCK OVER VAPOR BARRIER (l) *4 CONT. BAR "41100K BAR FROM FT'G. 6 48' 0.C. (DIV. 3 SHEET A-1) SOLID SUBSTRATE (2) *4 BAR CONT. (DIV. 3 SHEET A-1) GAU$. TYP. (DIV. 9 SHEET A -I) INTERIOR BEARING WALL (DIV. 6 SHEET A -I) l/2'4 x 10' A.B. @ 4'-0' O.C. (DIV. 3 SHEET A -I) SLAB ON GRADE PER PLAN (DIV. 3 SHEET A -I) VAPOR BARRIER CON'T. SPREAD FTG. PER PLAN (DIV. 3 SHEET A-1) ® 45' (2) *4 BAR CONT. (DIV 3 SHEET A-1) FOUNDATION/FRAMING CONNECTION 3/4"=1"-0" FOUNDATION DETAIL 3/4"4-0" TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A-1) EXT. DOOR AND FRAME (DIV. 8 SHEET A -I) DOOR THRESHOLD FLASHING AS REQ'D. (DIV. 1 SHEET A -I) NERVESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIV. 4 SHEET A -I) 2x12 TREATED THRESHOLD TRIM TREATED MUD SILL (DIV. 6 SHEET A -I) *4 VERT. RE-8AR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT..DOOR THRESHOLD DETAIL 3/41=1-0'. 10-17-2016 TYP. WALL CONST. PER PLANS (DIV. 6 61-IEET A-1) TYP. FLOOR FR/I'G. PER PLANS (DIV. 6 SHEET A-1) SOLID BLOCKING OVER SUPPORTS LOCATE SHEATHING JOINT o COMMON MEMBER RIM BOARD 1x3 1' CONT. SOFFIT VENT 1/2' RESAWN PLYWOOD 9 SOFFIT TREATED MUD SILL SEE FOUNDATION DETAILS CANTILEVER FR 'G AT FOUNDATION 3/4"=%O" TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A-1) SOLID BLOCKING OVER BEAM BEAM PER PLAN TYP FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -I) TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JOINT A COMMON MEMBER BLOCKING OR JOIST fl WALL RIM BOARD P.T. 2x FIRE BLOCKING 2x4 FURRING WALL 2' MIN. AIR SPACE VAPOR BARRIER R -2I BATT INSULATION WATERPROOFING (DIv.1 SHT Al) SEE FOUNDATION DETAILS R-5 THERMAL BREAK HANGER OPTION FOUNDATION DETAIL 3/4"=? -0" AT BEAM SPLICES USE 2x4 SCAB EACH SIDE SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 (1'-6' MIN) SCAB EACH SIDE W/ (4) l6d EACH CONNECTION POST PER PLAN OVER NERVESTRAL CONT. FOOTING PER PLAN MAT FOOTING PER PLAN (2) CONT. *4 BAR P.T. 2x4 RAMSET TO FOOTING w/ 435 TO POST (EACH SIDE IF REQUIRED) , FOR POSITIVE CONNECTION, PER JURISDICTIONAL REQUIREMENTS. POST/FOOTING CONNECTION 3/4"=T-0" SLAB ® STEM WALL TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIV 6 SHEET A -I) 4' CONC. SLAB OYER 4' GRAVEL BED (DIV. 3 SHEET A -I) TREATED MUD SILL (DIV 6 81-IEET A -I) SEE FOUNDATION DETAILS 3/4"=T-0" FULL WIDTH TREATED MUD SILL TOP FLANGE HANGER PER MFG TTP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A-1) EXT. DOOR AND FRAME (DIV. 8 SHEET A -I) DOOR THRESHOLD FLASHING AS REQ'D. (DIV. 1 SHEET A -I) NERVESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIV. 4 SHEET A -I) TREATED MUD SILL (DIV. 6 SHEET A -I) 1' AIRSPACE TYP. "4 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4"=1.-0" 88888 PER PLAN FOUNDATION DETAIL 5/8'4x10' A.8. W/ 3'x3'xl/4' S.Q. STEEL PLATE WASHERS 5'-0' 0.C. (DIV. 3 SHEET A-1) UNLESS NOTED OTHERWISE PER ENGINEER, 1' MIN. EMBER (2) "4 BAR TOP 12' "4 HORIZ. 8AR 10' O.C., I'-6' CORNER OVERLAP (DIV. 3 61-1EET A-1) *4 VERT. BAR SAME AS HOOK BAR SPACING. (DIv. 3 SHEET A-1) TIGHTLINE DAMPPROOFING (DIV. 1 SHEET A -I) "4 1400K BAR FROM FT'G. 9 16' 0.C. EXTEND 14' MIN. INTO STEM WALL. (DIV. 3 SHEET A-1) 4' PERF. FT'G. DRAIN W/FILTER IN 24' GRAVEL BED (DIV. 2 SHEET A -I) SOLID SUBSTRATE (2) "4 BAR CONT. (DIV. 3 61-IEET A-1) 5/8'4x10' A.B. W/ 3'x3'x1/4' 6.0. STEEL PLATE WASHERS 9 4'-0' 0.C. (DIV. 3 SHEET A-1) UNLESS NOTED OTHERWISE PER ENGINEER, T MIN. EMBED. (2) *4 BAR 9 TOP 12' "4 VERT. BAR 9 16' oc, FULL HEIGHT OF WALL. (DIV. 3 SHEET A -I) DAMP PROOFING ( DIV. 1 SI -IT Al) 414 VERT. J -BAR 9 5' oc (DOES NOT NEED TO ALIGN W/ VERTICAL BAR) (DIV. 3 SHEET A -I) "4 l-IORZ BAR @ 10' oc (Div. 3 SHEET A -I) TIGHTLINE 4' PERF. FT'G. DRAIN W/FILTER IN 24' GRAVEL BED. (DIV. 2 SHEET A-1) (6) "4 BAR CONT. (DIV. 3 SHEET A-1) SOLID SUBSTRATE CANTILEVERED RETAINING -WALL 3/4"=147'• NOTE: FOOTING DOES NOT SLIDE IN 11-118 CONDITION, FOOTING SPANS HORIZONTALLY. TOP OF SLAB STOP OF DOWEL z FINISHED GRADE Z w i I -'_COMPACTED F►L y VEHICLE SURCHARGE 2'-6' MIN. \TOP OFri TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -I) TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -I) TREATED MUD SILL SEE FOUNDATION DETAILS POST AND BEAM PER PLAN FOUNDATION CONNECTION 3/4"4-0" 0 1 1/2' CLR 5/8'4x10' A.B. W/ 3'x3'x1/4' S.Q. STEEL PLATE WASHERS 6 4'-0' O.C. (DIV. 3 SHEET A -I) UNLESS NOTED OTHERWISE PER ENGINEER, 1' MIN. EMBED. (2) 04 BAR Q TOP 12' "4 VERT. BAR 6 16' oc, FULL HEIGHT OF WALL (DIV. 3 SHEET A-1) 15 VERT. J-8AR 6 8' oc (DIV. 3 SHEET A -I) "4 HORZ. BAR g 10' oc (DIV. 3 SHEET A -U TIGHTLINE DAMP PROOFING ( Div 1 SHT 41) m 0 4'-4' FOUNDATION DETAIL 3/4"=1'4' FRAMING PARALLEL TO STEM WALL (1) "4 BAR CONT. (DIV. 3 SHEET A -I) SOLID SUBSTRATE 4' PERF. FT'G. DRAIN W/FILTER IN 24' GRAVEL BED. (DIV. 2 SHEET A -I) TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (Div. 6 SHEET A-1) LOCATE SHEATHING JOINT fl COMMON MEMBER RIM BOARD TYP. FLOOR FRAMING PER PLAN. (DIV. 6 SHEET A-1) TREATED MUD SILL SEE FOUNDATION DETAIL(S) FRAMING PERPENDICULAR TO STEM WALL TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV. 6 SHEET A-1) LOCATE SHEATHING JOINT 9 COMMON MEMBER SOLID BLOCKING ® RIM JOIST 6 EXT. WALL POINT LOAD BEARING PER PLAN TREATED MUD SILL SEE FOUNDATION DETAIL(S) TYP. FLOOR FRAMING PER PLAN. (Div. 6 SHEET A-1) �FRAMING/FOUNDATIONDETAIL 3/4 r 0" —• - RECEIVED CITY OF TUKWILA NOV 2 9 2018 PERMIT CENTER $-0378 0 W =3 `n0W X - z f- 0 — 0?0 0_I0 44U N 0w0 - LU _1 ~0 jO 4Z— 111 i- 0 Z STANDARD STANDARD DETA zwa COQ U 00=W H >-0>Q Lij Z Q<WGC • w(000 �CC LLCD0 W Z W OmO W Q 0QU LL Qcf)0LLJ O CC W Q� J CL co in W Z u�Z00— Z10 E QCCO0 F— c <ZOO 0010 < _4 U5 Q Z CC 120�wZ O I2z<Ww >�zJ 0>_>-WCCm ZI-0<CI) rC) c�, AR 4 a 13TEeT =` : 1 INNOVATIONS P.S. t" 0 F ware bin 'g Design Solutions For Your Environment t', 77 O� CO Q 14311 SE 16`h St .0 5 c.a f ;2 d Bellevue, WA 98007 am • E `j --Tl r -m•± U 1-800-888-4517 7 www.kaoplerhomenlans.com JOB NO.: -- 2X BLOCKING TYP. EXPOSED RAFTER TAIL / TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION IF LESS THAN 5'-0' TO THE PROPERTY LINE USE SOLID EAVE BLOCKING - VENT JACKS PLACED WITHIN 36' ABOVE EAVE MAY BE SUBSTITUTED RECEIVED CITY OF 1 jKIVILA NOV 292018 PERMIT CENTER IAT 16' O.C. /24' MAX%8'-0' MAX. CANT. // . SPAN NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION 15 30' OR LESS - ABOVE FINISHED GRADE. 2x6 2x2 e 5 1/2' OC (CLR DIST. BUN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF 1/2' LAG BOLTS AT 16' oc HOLD-DOWN OR SIMILAR TENSION TIE JOISTS (SEE FLR FRM1'G PLAN) 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS e 2 STORY CONDITION OR WHEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE 2x (2' GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN. SUB GRADE (3' BELOW FINISH LANDSCAPING) FINISH SUBGRADE TYP. DECK CROSS SECTION 3/4"=1'-0' /1� `nn_ 1�1� 12 ISEE ELEVATION OVERHANG PER PLAN RAPPEL - EXTEND 6' ABOVE BATT. INSUL. OR 12' ABOVE BLOWN INSUL. TYPICAL ROOF CONSTRUCTION 2' MIN. CLR FOR VENTING 2X BLOCKING WITH (3) 2 1/2' 4' HOLES WITH SCREEN EXPOSED TRUSS TAIL TYP. GUTTER FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) FLASHING (DIV.1 SHEET 41) DBL OR GIRDER TRUSS (PER PLAN) (TYP) ROOF CONSTRUCTION FRAMING 0/ WALL DETAIL 3/4"=Y-0" PLAN VIEW AT WINDOW JAMB 1/2' PLYWOOD LINER FOR WINDOW WRAP 2x FURRING STUDS, PER PLAN, AT 16' O.C. BLOCKING BETWEEN STUDS e 4'-0' O.C. W/ 435 FRAMING ANGLE FROM EACH FURRING STUD TO BLOCKING. 1/2' RESAWN PLYWOOD a SOFFIT TYP. EXTERIOR WALL CONSTRUCTION NOTE: RUN EXTERIOR WALL SHEATHING CONTINUOUS BEHIND FURRING WALL FOR SHEARWALL NAILING EXTERIOR FURRING WALL DETAIL 3/4"=1'-O" FRAMING PER PLAN 141 e 24' O.C. AT OUTSIDE FACE OF WALL UN.O. PER ENGINEER 2' MIN. CLR FOR VENTELATION BLOCKING BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION 141 a 24' O.C. AT OUTSIDE FACE OF WALL UN.O. PER ENGINEER 2x BLOCKING WITH (3) 2' 4' 1 -IDLES WITH SCREEN A35 a 24' O.C. EXPOSED RAFTER TAIL EAVE DETAIL 3/4"=T-0" TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION IF LESS THAN 5'-0' TO THE PROPERTY LINE USE SOLID EAVE BLOCKING VENT JACKS PLACED WITHIN 36' ABOVE EAVE MAY BE SUBSTITUTED BAFFEL EXTEND 6' ABOVE BATT. INSUL. OR 12' ABOVE BLOWN INSUL. (TYP. ROOF CONSTRUCTION) 2' MIN. CLR FOR VENTING 1-11 e 24' O.C. AT INSIDE FACE OF WALL UNA. PER ENGINEER 2X BLOCKING WITH (3) 2' 4 HOLES WITH SCREEN SEE ELEVATION AT INTERIOR NON BEARING WALLS ATTACH TRUSS WITH SIMPSON STC/STCT/DTC OR SIMILAR VERTICAL SLIP TYPE CONNECTION EXPOSED TRUSS TAIL (TYP. GUTTER) FASCIA PER ELEVATION EAVE DETAIL 3/4"=1'-0" (TYP. EXTERIOR WALL CONSTRUCTION) IF LESS THAN 5'-0' TO THE PROPERTY LINE USE SOLID EAVE BLOCKING VENT JACKS PLACED WITHIN 36' ABOVE EAVE MAY BE SUBSTITUTED RAPPEL - EXTEND 6' ABOVE BATT. INSUL. OR 12' ABOVE BLOWN INSUL. (TYP. ROOF CONSTRUCTION ) 2' MIN. CLR FOR VENTING 141 a 24' O.C. AT INSIDE FACE OF WALL UN.O. PER ENGINEER 2X BLOCKING WITH (3) 2' 4 I4OLES WITH SCREEN SEE ELEVATION EXPOSED RAFTER TAIL (TYP. GUTTER) A/ FASCIA PER ELEVATION EAVE DETAIL 3/4"=l' -O" SKYLIGHT, SIZE PER PLAN. PROVIDE FLASHING AS RECOMMENDED BY MFG. 2x6 CURB TYP. 2x4 a ROOF AND FRAMING MEMBERS TYP. G.U.B. a CEILING ROOF FRAMING PER PLAN SKYLIGHT FLARE WELL DETAIL 3/4"=i-0" I. HEADROOM MIN. 6'-8', WIDTH MIN. 3'-0' PER IRC. SECTION R3I15. 2. TREADS 10' MIN. DEPTH FROM LEADING EDGES OF NOSING TO NOSING AND RISERS 134' MAX HEIGHT PER IRC. SECTION R3II.53.1 4 8311532 3. HANDRAIL MIN. 34' TO MAX. 38' ABOVE TREAD NOSING. HANDRAIL TYPE 1 CIRCULAR TO HAVE 1 1/4' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 1 1/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. HANDRAILS SHALL BE STRONG ENOUGH TO RESIST A 200 POUND POINT LOAD IN ANY DIRECTION PER I.RC. TABLE R301.5 WALL STUDS BEYOND BRACING TO ROOF STRUCTURE 3-10d6EACH OUTRIGGER OVERHANG PER PLAN I0d a 4' O.C. a ROOF SHEATHING (4) I0d (3) 10d (4) 10d TRIM PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SKIP SHEATHING WITH 16d a O.C. TYP. 2X4 OUTRIGGERS e 4' O.C. WITH 2X2 BETWEEN FOR TRIM PLAN VIEW: BRACING TO WALL STRUCTURE DBL JST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE 4 RUN DIMENSIONS 3/4' PLYWOOD RISER 1 1/8' HARDBOARD TREAD WITH EASED NOSING (3) 2x STRINGERS TYP. (UNA.), CENTER STRINGER WITH (2) 2x4 STRONG BACK TYP. ATTACH STRINGERS W/ (1) A-35 EACH. 1/2' G.W.B. AS REQUIRED SEE NOTES BELOW 2x KICKER PLATE ATTACH STRINGERS W/ (1) A-35 EACH. 4. INSTALL FIRE BLOCKING BETWEEN STRINGERS AT THE TOP AND BOTTOM OF EACH RUN PER IRC. SECTION R6028. 5. COVER USABLE SPACE UNDER STAIR WITH 1/2' G.W.B., PER I.RC. SECTION R3I122. 6. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS PER I.RC. SECTION R3122. 1. TREAD NOSING TO HAVE A MAX. RADIUS OF 9/16', PROJECT A MIN. 3/4' AND A MAX OF 1 1/4' ON STAIRS W/ SOLID RISERS. BEVELING OF NOSING NOT TO EXCEED 1/2', PER I.RC. SECTION 8311.533 STAIR SECTION DETAIL 3/4"=T-0" GABLE END DETAIL 3/4"=1'-0" ALT: USE SIMPSON GBC CLIP LSTA9 STRAP 2X4 BRACING AT ±45' a 8'-0'oc FROM T.P. TO ROOF SHEATHING DO NOT TOE NAIL TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION NOTE: EDGE NAIL SHEATHING ON COMMON MEMBER %tjr,r IEt r :` �.... l _ it iSEE ELEV. 12 TYPICAL ROOF CONSTRUCTION — TRIM PER ELEVATIONS - BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SHEATHING WITH I6d a O.C. TYP. OVERHANG PER PLAN GABLE END DETAIL 3/4'=1'-011 2x4 OUTRIGGERS a 4' o.c. WITH 2x2 BETWEEN FOR TRIM BLOCKING AT CEILING LINE 2x4 LEDGER a INT. CEILING LINE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL NOTE: EDGE NAIL SHEATHING ON COMMON MEMBER (TYP. EXTERIOR WALL CONSTRUCTION) BUFFEL - EXTEND 6' ABOVE BATT. INSUL. OR 12' ABOVE BLOWN INSUL. (TYP. ROOF CONSTRUCTION) 2' MIN. CLR FOR VENTING H1 e 24' O.C. AT INTSIDE FACE OF WALL UNA. PER ENGINEER 2X BLOCKING WITH (3) 2' 4, HOLES WITH SCREEN SEE ELEV. EXPOSED TRUSS TAIL PER PLAN EAVE DETAIL 3/4"=1' -Or (TYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) IF LESS THAN 5'-0' TO THE PROPERTY LINE USE SOLID EAVE BLOCKING VENT JACKS PLACED WITHIN 36' ABOVE s..EAV .MAY BE SUBSTITUTED REVIEW D FOR CODE COMPLIANCE APPROVED JAN 2 8 2019 City of Tukwila BUILDING DIVISION TYPICAL ROOF CONSTRUCTION 2' MIN. CLR FOR VENTING 141624' O.C. AT INSIDE FACE OF WALL UNA. PER ENGINEER 2X BLOCKING WITH (3) 2' 4 HOLES WITH SCREEN EAVE DETAIL 3/4'=P-0' 9 037 N N a_ iii pw • F' =vz Ozo O�0 -• 4U O W I IL -Ir0 .4Oz Z 11l 0 Em=0 :C1 441 EmmlP1 STANDARD SHEET D2 BOUNDARY NAILS PER PLAN SHEATHING PER PLAN MANUFACTURED TRUSS PER PLAN 16d PER SW SCHEDULE BASE PLATE CONN SHEAR WALL PER PLAN A35 PER SW SCHEDULE TOP PLATE CONNECTION 16d PER SW SCHEDULE BASE PLATE CONN 2x AS REQ'D (2x12 MAX) r 03 RDF TRUSS PARALLEL TO INT. SHEARWALL, TYP, Scalel 3/4" = 1'-0" MFVD TRUSS (TYP) ROOF SHEATING PER PLAN 8d PER SW EDGE NAILING SHEATING PER SW SCHEDULE N\ --- 16d PER SW SCH.BASE PLATE NAILING — -- ROOF TRUSS PARALLEL TO SW PER SCHEDULE 2x NAILER w/16d06"O.C. (BOTH TRUSSES) NTER1OR SHEARWALL, TYP. AL.V Scale: 3/4" - 1,-0„ ROOF SHEATHING PER NOTES FULL HEIGHT TIGHT FIT TRUSS BLK'G PER MFG. OR FIELD BUILD w/ 2x4's & TP39 @ ALL CORNERS SHEAR WALL DBL TOP PLATE TOP PLATE CONNECTION PER SW SCHEDULE / 4 ROOF TRUSS PERPENDICULAR TO INT, SHEARWALL, TYP( Scale: 3/4" = 1'-0" SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN 2X LEDGER (OR ROOF TRUSS) W/ (2)- 16e EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN 2X LEDGER W/ (2)- 16d EA STUD RAFTERS PERPENDICULAR TO WALL SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN TRUSS (MONO) PER PLAN 2X CONTINUOUS SOLID BLK'G W/ (2)- 16d EA STUD TRUSSES PERPENDICULAR TO WALL 2 LOW ROOF SHEAR TRANSFER, TYPICAL Scale: 3/4" = 1,-0" 2x TOP PLATE WIDTH -4" VIN 1—x HEADER PER PLAN im EXTEND OVER SHEARWALL L1 APA RATED SHTG In PER SW SCHED HOEDOW PER PLAN N X Q= q 11 f (2) 518"0 A.B. EMBED 7" MIN CONC SLAB CONT FTG W/ (2)#4TOP & BOT RAIS NAIL SHTG TO HEADER @3" OC EW (3) 2x STUDS UNO NAIL SHTG TO EACH STUD 8d NAILS @ 3"OC ALL PLATES HEADERS & STUDS (3) 2x PLATES NAIL SHTG TO EACH PLATE 8" CONC STEM WALL (2) #4 VERT EA FACE #3 TIES @ 8" O.C. th I 11..111,-:,11 I: } 2'-6' MIN 1 =D "1-=-1117,..--111--i I h-111,-=:' . SH LAR WALL (RSW) Scale: NTS = 1'-0" CQNTNUOUS SHEATHNG RREQ I =RESENTS THESE DETAILS MAY .BE USED TO CREATE A CONTINUOUS SHEATHING CONDITION THAT WILL ALLOW. FOR THE OPTIONAL REMOVAL OF A35 it iii(') r C tP ' £PEC!(r1�_t ,I`• I K�� 'L� .!-`. '1'l�.'�. L_S- �CHE_:I SLE BR=A' OPTIONS 16d PER SW BASE PLATE • NAILING • SW ABOVE SW BELOW EXPIRES 5 -27 - SUBJECT: REED & ASSOCIATES, PS Civil & Structure! Engineering 8311212th St SW -Edmonds WA 98026 PK 425)778-2793 FA: (42. )775-2973 R&A JOB t✓ t__ t I SCALE:3 /4" _ 1.r l SHEET: DATE: 8/12/03 BY: TJP Section View 001 fIill CMI & Structural Engineering 19626 76th Ave. W. #A, Lynnwood, WA 98036 Me (425) 778-2793 wer@reed-assoc.©om REED & ASSOCIATES, PS GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — WI.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x AND GREATER): JOISTS / STUDS (2x_): GLUE LAMINATED BEAMS (GLB) PSL BEAMS DF -L#2 HF#2/STUD 24F -V4 (24F -V8 AT CANTILEVERS) 2.0E 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. PLATE WASHERS TO BE 3° X 3" BY'/4" AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. ANSI/AF&PA SDPWS 2015 - 4.3.6.4.3 - ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" 056 SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" 0.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA RISK CATEGORY: II ULTIMATE/NOMINAL DESIGN WIND SPEED: 110 MPH/ 85 MPH NOMINAL WIND EXPOSURE: B INTERNAL PRESSURE COEF. +1- .55 COMPONENTS & CLADDING: 16 PSF (min) METHOD: ASCE 7-10, MWFRS ENVELOPE PROCEDURE OCCUPANCY CATEGORY: 11 Kzt: 1.0 SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE 7-10, 12.14.8) IMPORTANCE FACTOR, 1 RISK CATEGORY, II R=6.5 OCCUPANCY CATEGORY: II Ss = 1.25 (CURRENT USGS) SITE CLASS, D St = 0.40 (CURRENT USGS) SEISMIC DESIGN CAT., D Sos = 0.83 SEISMIC FORCE RES. SYS, A.15. Soi = 0.43 DESIGN BASE SHEAR = 6,225 lbs Cs = 0.13 ROOF SNOW LOAD CRITERIA: FLAT -ROOF SNOW LOAD= 25PSF SNOW EXPOSURE FACTOR= 1.0 SNOW LOAD IMPORTANCE FACTOR= .80 THERMAL FACTOR= 1.0 MciRrda3 & ASSOCIATES, PS 1 SHEARWALL & HOLDOWN NOTES (U.N.O.) (1) Simpson or =. Locate at end of( SW) u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131"XQ'/=", 10d=0.148"x3", 12d=0.148"x3'/4", 16d=0.162"x31.4", 16d sinker=0.148"x3'/<". (6) Install H1's on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid biking to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn_ per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. (9) All sheathing must be Structural I sheathing U.N.O. REED & ASSOCIATES, PS 031 I:212TH STREET S.W. EDMONDS, WA 98026 (425) 778-2793 STRUCTURAL REV 1 . THIS DRAWING 1 1A' , C`,•?t ".. CTURAL REQ! i• ..: PL1: ":71E ATTACHED LEITER 1-. r: t;,/ 1'a11V',....._ HOLDOWN SCHEDULE Date: Job #: 18-230 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD14/14RJ (30) - 16d sinkers N/A 8d @ 6" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c P1-4 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 "o/c 5/8"0x10" AB's @ 48 " o/c,,1,4„,,,0 REVIEVVEIu CODE COMPLIANCE i -C 1 37e APPROVED JAN 2827!_ City of T kwila BUILDING IVIIoION SHEARWALL SCHEDULE Date: 1/0/1900 Job #: 18-230 MARK *(2) SHEATHING - APPLY TO 2x HF STUDS @ 16"0% U.N.O. BELOW *(9) SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKEDFLOOR (do not penetrate past flush) BASE PLATE NAILS *(5) ROOF TO TOP PLATE, TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3" x 3" x 1/4" WASHERS *(8) P1-6 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c P1-4 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 "o/c 5/8"0x10" AB's @ 48 " o/c,,1,4„,,,0 b 1 37e For One Time Use u Mowil vO,•U o� m 00 0 CST �ON � N z 014gettiH C th z 0 H z 4 MH 0 O _v m Tr t (11 Tr 0,0 00 00 00 TITLE JOB NO.: 18114.00 STARTING NO.: 99044.21 SHEET S1 RECEIVED CITY OF TUKWILA JAN 0 7 2019 PERMIT CENTER a .6 THIS OFFICIAL SEAL ) 0 SUBSTANTIATES THE GRANT OF 17 LICENCE FOR A ONE 'TIME USE e UNDER . THE TERMS OFAGREEMENT a a 1 c;iempc7G"l CIeJLa' e9E5C30®L'acm©c'aratm Eu::a S..3" C7GR3 al r5 ae^�+ 441 ,SC C2lC 4i C3 G3 tZ t7 4 C ��•, REPRODUCTIONS BY ANY MEANS, OTHER b c,.1 THAN BY AGREEMENT, ARE i RCs-IiglTED i C1 z Fa`.`" BY FEDERAL COPYRIGHT LAW. 4.1 ti`. ' VIOLATIONS ARE PUNISHABLE ti.". BY FINES UP TO . 150,00fl c ' air © � ©© PEOFFENCE �� a ARRC TE TUR L INNOVATIONS RS. F;;a MI CI E`:1 E;I,.,Z 1171E C.1 E"1 C3 ae.7 I'.". C. i1El MI El to c,' LA E' C7 C3C21 12 v CRIPP LE WAL1--I F1 4 .?Jco d` J F1-4 ?J \Ix'?" J ../ u REVIEWED FOR CODE COMPLIANCE APPROVED REED 8: ASSOCIATES, PS 8311 -212TH STREET S.W. EDMONDS, WA 98026 - (425) 778-2793 STRUCTURAL REVIEW TI -IIS DRAWING II.. 1 S' 1' i ,'ti RI: \'1L V.ID FOR `JCTURAL.REQU! i :. ::'1:3'..:L1'I';. ?'!IE i ATTACHED LEITER i ',,:J/OIC CALCULATIONS. b'rv. ` VO[L.. •: JAN 282319 City of Tukwila BUILDING DIVISION FOUNDATION SHEAR WALLS Scale 1/41,= 11-0' g Licensed For 0: CO co -- .4— co 0 0 0.1 crO -24 V) 114 vi coto rel Rt 00 00 00 010 t z I.4 01.4 8 Gel + o cg 0 w 1) 0 0 0 0 C.0 Q 1-800-888-4517 ww.kapplerhomep1ans.eom SHEET S2 RFf.FlVFII CITY OF TUKWILA JAN 0 7 2019 PERMIT CENTER 1r3ca o c,, h _ ( C� A p THIS OFFICIAL SEAL 0. "/ 3 SUBSTANTIATES THE GRANT OF 0 LICENCE FOR A ONE TIME USE UNDER THE TERMS OFAGREEMENT .A a 1-1 ...,,,i.1.t1r]E 3ranmeanoncimnr3 ] o 11 ARHCITECTURAL INNOVATIONS RS. a C7 LI FJI 17 L3 C7 Cl CI In LI ::..,3 C7 C: LI C3 El L7 Ca C7 C: C7 Ll G3 L7 fy1 Q 3.3 C REPRODUCTIONS BY ANY MEANS, OTHER., r. r n 0 THAN f3Y AGREEMENT,ARE PROHIBITED !j i''''. e `; ..„,...,i'‘%,, BY FEDERAL COPYRIGHT LAW. �� ' ,, ,? VIOLATIONS ARE PUNISHABLE 4' 'y t� BY FINES UP TO_ 5150,000 �Ln �- <; �E'A,'7 PER OFFENCE : °G. v 4 'tl A 0 ���i Cie]00 :151 SIV. TO DETAIL 14/S2 (4) IREQ'D J1 -L C IN fR SI -I O A L 0 FI -4 NOM • r 3 1 -1 1 . 1- -J J 1 r 1.� r J L- 1 r L 1 1 r 1 X.40 0 J___ 0 F 4 J L,.._. J MAIN FLOOR SHEAR WALLS Scale 1/4'=1'-0' I0-03' REVIEWED i = CODE COMPLIANC. APPROVEU JAN 2 8 2319 City of Tukwila BUILDING DIV,; ION REED e.L ASSOCIATES, I'S 331 I2212TH STREET S.W. EDMONDS, WA 98026 r i (425) 778-2793 SfHJDURRAAWLINRGEHL..V1) T BSTRUCTURAL REVIEW i 1 ATTACHED LETTER AND/OR CALCULATIONS. AY: DATE 44 1 VOID :. ? �T G`e `TGIF.'• 1' For One Time Use VeD Q RECEIVE 00 0 W 00 W 00 O 0 0.4 v a 0.1 ci � � uf' <40 P a tia4 0 v� N R o * a V Ai Z 4.4 � o c� gliE., T .i� '�"' v Z o rn a _ o 0 in F Your Environment Forward T r•-• E [/] o ooc u `.) CAv v Q 00 r 3 GO — M J - U Q E > Q 0 d y fl0 .c �t J c C. SHEET S3 CITY OF TUKWILA JAN 0 7 2019 PERMIT CENTER t•Irn CI C -31.77r, rt V.3 hne 314.,:\::,)‘ -,,,?0 <'› THIS OFFICIAL SEAL 0• L.) 0 SUBSTANTIATES THE GRANT OF UCENCE FOR A ONE TIME USE UNDER THE TERMS OFAGREEMENT 6 ci a 0 n C3mEnuar_irJrnmpcirar:10C3r3c300rImprArt-...mrae:2 ARHCITECTURAL INNOVATIONS P.C. 0 clEnEllOCAMEinlinE1C1r221CIIMMMIE:100[0031:3C '1E1,23 THAN BY AGREEMENT,ARE PRCHIb:TED E3Y FEDERAL COPYRIGHT Ld. g " `,%, VIOLATIONS ARE PUNISHABLE 4• 0 , BY FINES UP TO'3150,000 4,c <!> PER OFFENCE A .), r r) 11 ra mita E-30 Fl ISETWEEN TRUSSES TO ROOr SHEATHING OVE' INTERIOR S-1E4UJ4LLS PI -6. 11114•111MMM 4I•MMINIMMO 01••••••011 4111M -g2 S 1 • • • • • • .1.1111.• 0 UPPER FLOOR SHEAR WALLS Gale 1/41.11-0' ROAM/VE..1)HR CODE COMPLii,C: • APPROVED BUILDAINN2 g City of Tuirwil9 BUILDING A REED ‘7.:. ASSOCIATES, PS 3311 -212TH STREET S.W. EDMONDS, WA 98026 t (425) 778-2793 STRUCTURAL REA' i ',V . THIS DRAWING HAS 1.filZ.•.: D FOR SIRUCTURAL REQUIV. 1 .. ONLY 1.11E. ACHED LETTER AND/Olz. CALCULATIONS. BY: RECEIVED 0,:,ITY OF TUKWILA- JAN 07 2019 hII 1/4.,c.;s4TER 60 Forward Thinking 1-800-888-4517 0 0 0 0. 0. > JOB NO.: 18114.00 STARTING NO.: 99044/1 SHEET S4