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Home My WebLink AboutPermit D17-0317 - CORDON RESIDENCE - NEW SINGLE FAMILY RESIDENCECORDON RESIDENCE 16249 51ST AVE S D17-0317 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Kov 5379800380 16249 51ST AVE S Project Name: CORDON RESIDENCE COMBOSFR PERMIT Permit Number: D17-0317 Issue Date: 4/6/2018 Permit Expires On: 10/3/2018 Owner:• „ Name: '';. SANDUSKY ONE LLC Address: Contact Person: Name: Address: Contractor: Name: Address: License No: 227 BELLEVUE WAY NE #690', BELLEVUE, WA, 98004 GIOVANI CORDON 20307 SE 248 ST , MAPLE VALLEY, WA, 98038 AFFIDAVIT - GIOVANI CORDON /11 Lender: Name: GIOVANI CORDON Address: 20307 SE 248 ST, MAPLE VALLEY, WA, 98038 Phone: (408) 499-2876 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2360 SQ FT SINGLE FAMILY RESIDENCE WITH A 511 SQ FT ATTACHED GARAGE. WATER SERVICE PROVIDED BY HIGHLINE WATER DISTRICT, SEWER SERVICE BY VALLEY VIEW SEWER DISTRICT. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS DRIVEWAY, EROSION CONTROL, LAND ALTERING/SOIL STOCKPILING AND STORM DRAINAGE. Project Valuation: $327,352.92 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V -B Electrical Service Provided by: TUKWILA Fees Collected: $7,713.03 Occupancy per IBC: R-3 Water District: HIGHLINE Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 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: 240 Fill: 0 Number: 0 1 Permit Center Authorized Signature: tt Date: I hearby certify that I have read and examined this permit and know the sae to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: r� Print Name: GJ 1 OUGirL-k C'C(2eP0),J - Date: y�j/fS This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 4: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers , or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 5: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 6: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 9: ***BUILDING PERMIT CONDITIONS*** 10: 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. 11: 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. 12: 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. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: All wood to remain in placed concrete shall be treated wood. 17: There shall be no, occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 19: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 20: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 21: 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. 22: 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). 23: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 24: 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. 25: 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. 26: ***MECHANICAL PERMIT CONDITIONS*** 27: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 28: 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. 29: Manufacturers installation instructions shall be available on the job site at the time of inspection. 30: 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. 31: 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. 32: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 33: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 34: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 35: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 36: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 37: 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. 38: 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. 39: 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. 40: 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. 41: 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. 42: 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. 43: 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. 44: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 45: 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 46: ***PUBLIC WORKS PERMIT CONDITIONS*** 80: Applicant shall call Public Works at 206 433-0179 to schedule a mandatory pre -construction meeting with Public Works Inspector.Work inside the City Right of Way shall be performed by a licensed contractor who shall have a valid business License with City of Tukwila.Applicant shall obtain sewer permit from Valley View Sewer District and water service/WM permit from Water District #125. 47: 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. The piles of soil remaining around the trees located on the west side of the property need to be removed with minimal disturbance to the native soil. This soil is located in the "Critical Root Zone" and it not only prevents water and nutrients access to the roots plus this soil can suffocate the existing root system. Once the soil piles are removed the area shall be protected from future storage of construction material and equipment 48: 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. 49: 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. 50: 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. 51: 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. 52: Any material spilled onto any street shall be cleaned up immediately. 53: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 54: 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. 55: The Land Altering Permit Fee is based upon an estimated cubic yards of cut and cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 56: 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. 57: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 58: 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. 59: A bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way made out to the City of Tukwila for possible property damages caused by activities.Contractor performing work inside the City Right of Way shall have a valid business license with City of Tukwila. 60: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 61: 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. 62: Any material spilled onto any street shall be cleaned up immediately. 63: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 64: 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. 65: The Land Altering Permit Fee is based upon an estimated cubic yards of cut and cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 66: 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. 67: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 68: 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. 69: All public storm drain systems and those portions of private systems (with the exception of residential driveway culvert within public right-of-way) shall be constructed with 12" diameter and reinforced concrete pipe. 70: Pre -construction storm drainage patterns shall be met during and after construction. 71: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 5'. 72: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 73: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times. 74: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 75: Prior to Public Works Final, provide storm drainage as -built plan, storm drainage maintenance plan and responsibility for maintenance assigned for stormwater treatment and flow control BMPs/Facilities. 76: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 77: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 78: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 79: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 81: PLS SEE REDLINES 1. All three large trees on the west portion of the lot to be retained. 2. All three western trees are to be protected during construction- see attached diagram. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 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 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUK LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.TukwilaWA.gov Combination "'emit No. `� ' 1 7— ©3 / 7 Project No::. Date Application Accepted: 1 Date Application Expires: .(For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: Site Address: /62.49 5 f 57: A \le: s . K j A, GO e i , PROPERTY OWNER Name: Address: 0 3o - se.. 2L,C' r S -t .. City: meir..o /i,a State:. Zip CONTACT PERSON — person receiving all project communication Name: ,-- Address:?.- 03.6? Sr .z� I, 54 - rl City: State: "' Zip: 'Mck?'CI (1 wtej .. - 78c)s Phone• ' 0 ©) Li r Faux Email. G.0 lIciii tai (L.Q) D/)A). /' 1 AV7O.( V GENERAL CONTRACTOR INFORMATION Company Name: Address: IZ E H 7 - Architect Name: • )p, i4 C F City: State: City: State: Zip: Phone: Fax: Email: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF'RECORD Company Name: ______-- Company Name: o f cA g IZ E H 7 - Architect Name: • )p, i4 C F Address: ems' (s c>t-U KIP 1 , City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: ______-- Engineer Name: fiZ L,Cg j / 4/ �i) — Address:/424 c— . 9:/",4' :-, S . City: ,� /llf,`/1/4- State:w,& Zip: ti3i43 Phone: '079f ax 056.<_&- 71 _ Email: jevcY..._ iv4Q,9/C'liec-aears- -,)Jr LENDER/BOND ISSUED (required: for projects $5,000 or :: greater per RCW 19.27.095) Name: z.icijoiC31,:J/yC1z Address: (As, A Z o vi> \ City: State: Zip: H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11 .docx Revised: August 2011 bh Page I of 4 PROJECT. INFORMATION Valuation of project (contractor's bid price): $ 301 coo r Scope of work (please provide detailed information): ('(^ Mt PLi�. • N ruJ • Rc_ St ,-Pt (IV \ G _o ok CJttie dray DETAILEDBU17DING INFORAMTION = PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement o 1' floor rd floor ° 10 3- ter-, Garage El carport ■ 1-17-7/ S f, Deck — covered • uncovered ■ O 5 F • Total square footage 5 F Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND.FIXTURES INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 10 /000 . q0/COP, furnace <100k btu thermostat emergency generator oO V appliance vent wood/gas stove fuel type: other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 9 !i CSUc"-±:- 3 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) if I 4 - bidet floor drain sink lawn sprinkler system H:Wpplications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh yelectric gas ventilation fan connected to single duct water heater (electric) 3 clothes washer shower water closet gas piping outlets Page 2 of 4 PUBLIC.:WORKS PERMITINFOTk TION Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ❑ .. Sewer use certificate ❑... Highline ❑ ...Valley View ❑... 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. SUITTED WITH APPLICATION (MARK BOXES WHICH APPLY): .. Civil Plans (Maximum Paper Size — 22" X 34") 0 .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report 0 ...Hold Harmless — (SAO) ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance ❑...Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. 0 ❑ .. Total Cut Cubic Yards ❑... Work In Flood Zone 0 .. Total Fill . Cubic Yards ❑... Storm Drainage ❑ .. Sanitary Side Sewer 0...Abandon Septic Tank ❑ ..Trench Excavation ❑ .. Cap or Remove Utilities 0... Curb Cut ❑ .. Utility Undergrounding ❑ .. Frontage Improvements 0...Pavement Cut ❑ ..Backflow Prevention - Fire Protection ❑ .. Traffic Control 0...Looped Fire Line Irrigation ❑ .. Permanent Water Meter Size " WO # ❑ .. Residential Fire Meter Size WO # ❑ .. Deduct Water Meter Size 0 .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public 0 - or - Private 0 Domestic Water 15 ❑ .. Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line ❑ .. water ❑ .. sewer MONTHLY SERVICE BILLING TO: Name: number of public fire hydrant(s) ❑ .. sewage treatment Mailing Address: Day Telephone: WATER METER REFUND/BILLING: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT, APPLICATION NOTES: , IcAttt TO ALL PERMITS IN THISPLICATIC 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 OR JTHORIZED GENT: Signature: Date: 2' //en) l / Print -Name: d/ 11/ l E _ 2 D)%/ Day Telephone: 4° g — 4 91. z 0.7G Mailing Address: Z' 3 C2-7 5> = 24 e ,'1A'I C kVA/L.0> /444- Ff90723 H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila R14172 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $5,175.95 D17-0317 Address: 16249 51ST AVE S Apn: 5379800380 $5,175.95 DEVELOPMENT $3,523.09 PERMIT FEE R000.322.100.00.00 0.00 $3,518.59 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 MECHANICAL $189.00 PERMIT FEE COMBOSFR I R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR I R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,013.88 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 (, $1,013.88 TECHNOLOGY FEE $197.98 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14172 R000.322.900.04.00 0.00 $197.98 = - $5,175.95 Date Paid: Friday, April 06, 2018 Paid By: GIOVANI CORDON Pay Method: CHECK 106 Printed: Friday, April 06, 2018 11:17 AM 1 of 1 CPSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,635.93 D17-0317 Address: 16249 51ST AVE S Apn: 5379800380 $2,537.08 DEVELOPMENT $2,287.08 PLAN CHECK FEE R000.345.830.00.00 I 0.00 $2,287.08 PUBLIC WORKS $250.00 BASE APPLICATION FEE 1 R000.322.100.00.00 0.00 $250.00 ' D17-0318 Address: 16249 51ST AVE S Apn: 5379800380 . $98.85 DEVELOPMENT $98.85 PLAN CHECK FEE R000.345.830.00.00 0.00 $98.85 TOTAL FEE ' A ' : • , Date Paid: Wednesday, November 29, 2017 Paid By: GIVANNI CORDON Pay Method: CHECK 2544 Printed: Wednesday, November 29, 2017 2:16 PM 1 of 1 CRWYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection R uuest Line (206) 438-9350 �7� 1\4j (206) 431-36 0 Proje _ )` l Type sp t ►o Address: 42Vt..57 Aire,. S. Date ailed: Special Instructions: �m. Date Wanted:8Z."2.018' • .ttr, Requester: Phone No: cgApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: �-i 4II fMf/ i Date: REINSPECTION FEE REQ I?tRlPrior to next inspectidK, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit NI 03-7 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://,,�� G6/li� Type of Inspection: n:: � i/ roj Address: L2'k°l 5141 Ate.5 • Date Called: Special Instructions: Date Wanted: 6, A77^I pan. Requester: Phone No: Approved per applicable codes. JJ Corrections required prior to approval. MMENTS: Inspector: VA7 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must ISe paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit DI INSPECTION NO. PERMIT � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prgjt�� 'rte Typt! of Inspection: ..- Address: z'i7 3 J✓ ►'e - et/ 6 e6t 8r_ — i Special Instructions: Date Wanted: 6 - 74 zel� a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Inspector: Date: - 7- zay REINSPECTION FEE RIED. 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 I 11-0314 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: �n t—do4 t to f_ Type of Inspection: C'i ,, ca.1- Pins ddress:f 57 —Ak se Date Called: Special In tructions: Date Wanted aa. m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 44.44,„" Inspector: .6 �2 hate• 7 - REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �2;oO$ioQ Pt ns ) 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 D17-0317 Project, .J u 0 - hr t Typg of Inspection; Sho mac,- rev ihce Address: S% CO iii / t.).pecial Date Called: Instructions: ` c tA- Le-csc Date Wanted: Li -5-z0/9 a.m. p.m. Requester: M Pho4 Oqt 1 Ci - Zg `7, applicable codes. Corrections required prior to approval. COMMENTS: r .54 pitrete Inspector: GOCOC Date!_ _ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 46/7 03/7 Project://�� /,, Type of Insp ction: Address: ifZifi 674Fr 4ve S Date Call d: Special Instructions: Date Wanted: /Z Z. 7 a. Requester. Phone No: Approved per applicable codes. E] Corrections required prior to approval. OMMENTS:M /.yitsiiiii 444 Inspector: Date: ,— 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 »17- 0317 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- �d rda iJ zS lox( f Inspection: • { T1J,w. J u1dz of Address:ST /Co 2219 5/—", vc S - Date Called: r— Special Instructions: 1 Date Wanted: a.m. /2 -/�-22J-16--pT» r 22' '- 4, �-r Requester- r 1 Phone No: I_ yob ii99-2s76 pproved per applicable codes. 1 Corrections required prior to approval. MMENTS: 105 143iF31 14 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)/70317 Project: ��,, i / C0/2re k / :514 /✓L!r Type of Inspection:: AP/1/6 Address: aZ 4'9 57 l'r 4..a Date Called: Special Instructions: Date Wanted: / y/3 i8 P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. C MMENTS: 571-71ibio%/ 74 ,' ey/G' a ve: S ¢r`s 5-1^/51-e1( 1-/ 3 r -114/1?: Inspector: �( Date, , //3 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 LTJ 7 03+7 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: CPIf4a7 &"/dam Type of Inspection: / Fr/Arribte Address: /bZ'I9 s/ 'r 4.i$ 1 Date Called: Special instructions: 407 /17Requ I�C K� `��i lf40 Date Wanted: sten: Phone No: a Approved per applicable codes. (Corrections required prior to approval. COMMENTS: peeigoi ✓G -- tnc_oell,. i 'Caine ih I44_, I4tnfr'SS In) » 1 e4 br4 e W Qty 5 I�C K� `��i lf40 41--i 0 ) D y ( o1�� , 1 S` 'may C_J 5 G l e.�� D-01 A'e pPik 551 s k / gilt '" k z: i ; z I AA, h-o&iv / .:' i j3 . / (�l tl i dcp—L4d— ,.Jltrcl,lu Ziltflot ft ' - `? i)—r v U' '� dr'ii -v Ap_ ,%YUP ✓SSV ✓yatt i Date: 2, 2k96(r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 15 INSPECTION RECORD Retain a copy with permit ION NO. PERMIT NO. )17 °in CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: -/-_ Type of Inspection:{ #4/4 � Address:Date 420 S/ 6-r— 4✓v $. ailed: Special Instructions: Date Wanted: /6 Z7 -ice a.m. Requester: .tea Phone No: 7g-0, 47sq qz0/41( 711 Approved per applicable codes. E1 Corrections required prior to approval. OMMENTS: �✓f1LL f.✓G��f.�4Z 7" gPFraiff- Date: 11 ...24?_.1ts REINSPECTION PEE 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 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: Cve_bot5 Rim t c Type of Inspection: .Z.� . l+r=G}k ; t c,41_ Address:Date (a 2.41 51sT s . Called: Special Instructions:, ` �. 1 fi. W't , V.-_. 4ots visem_ A tZ Date Wanted: ,p <! Z6' /g3 a; p. Requester: Phone No: FApproved per applicable codes. OMMENT l &CIL1 Del/ L J cPl , PFt �►�1 r Wagait==— `ff ins REINSPECTION FEE REQUIRED. Prior to nextp st be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: Date)/ 2O ec ion fee u z e 12) INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1-03!7 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 Project)), Res ertc .. Type of Inspection: 0 AddressDate /‘' Kr 511 / S Called: Special Instructions: Date Wanted: l//// / m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: &Lew 01411- I AA6 adrithd - lel Okoh-1 Date: 14E1 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 Dv1-0317 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:Typgg Ce r icitetced of Inspection: W4.J S keickiAi /05 !(0 25st 9 51 s1- V ., d'�+J P I r Special Instructions: Date nted: a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: V7041-Lshea4-444( 5i4e►- 774_914.T a t4Ilif- (4(64. —. b e1,%p lc l3- - 14t4,4 . Noolo f.-00 P 6L (46 .4011 mainffirit Pktg ; 1ect t) 4/4- 3.C71A 16 1\)74" (T14.) Inspector: 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 D I1 -o317 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 - Permit Inspection Request Line (206) 438-9350 Project: Corr,�rn�t Type of Inspection: Pe r .,r' hea.-- r,4 Address: /&Z'/93/Ave. S . Date Called: Special Instructions: • 8 d Ati4! IS / if E01,45 cii lz.n pi I� • plywood 12,,Ag', veal Date Wanted: 10 - Z-3rZole a.m. .(77-- Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 - ooF Ak AfeR Date: 4 g n REINSPECT! s N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D!1 -03r7. Project: � C,rdo Resig eac Type of Inspection: Address: /6yq Si )97/? --S Date Called: 1 . Special Instructions: Date Wanted: 1 o//C€ (jg' p.m. Requester: Phone No: EjApproved per applicable codes. Lj Corrections required prior to approval. COMMENTS: fruuLd &ivy) J-oo Date: I LOJ) to 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 D/7 a3r7 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 �6 j J its �d/C � Type/of Inspection: ( �ic/er o - Address: 99 51 ar �/ S. Ve Date Called: Special Instructions: Date anted: - 1/- 2-07V a.m. p.m. Requester: Jam Phone N a: 73-11-1251/ (7-557 / Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:/ J Date:? 21-201 8 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 Dt7' ,3/7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 ct: - I Proj-..49,2111A1 C. Y 111 1 S p- _n I.0 err Type of In pection: oreA,1 1,‘ Address: sr /4' 24/9 _5/ "'t c 't . 3. Date Called: //m_ 1 Special Instructions: Date Wanted:9 Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: roof, �rrt�nzs Inspector: 7 Q Date:', 9 •ozvr 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 D17-0317 Proje CD r n �� (de c -e, Type of Inspection: 5 l� Address: Date Called: Special Instructions: Date Wanted: 09/L 94v p.m. Requester: Phone No: Approved per applicable codes. f�J Corrections required prior to approval. COMMENTS: Uik() 0 n.Q.ael Ce C'.e) wn 4,0 inspecto . 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 Di7-10317 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro' t: a egire Type o specj �dn: J)' Address: /2"/ i/ s' s, Date Called: Special Instructions: Date Wanted; 9.13 -zoler - a.m: R quester: Phone No: EDApproved per applicable codes. COMMENTS: Corrections required prior to appwval. rALiNift 4 av- ofry 41 S !. s r' s 4llr�t�1, T �3 oc&- 4ev-oLAA-J ceackviaw;vn nel :rei Date -13-2.0/5C REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. lit Se— 02. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b/ 7-03/7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect:Type RcL.ice of In p.gction: o 197C` Orilif : A e��llitl s /6Zhi5 grA We S Date 25 ' l w,; e-vcr . Lack 4t) Special Instructions: Date Wanted: �6-Zo,r a.m`' Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �- b I -r: r D rat %1 S — Aid 4— ti6191 1 t fl ..s/ cr,{S tiI ry are1414 { .,ii/21 3�� I C L, a--J-3c-,0 ' l w,; e-vcr . Lack 4t) (21 k, IreavN insPRra-Or Date:, - 74j 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 biz -03/7 Pen'ct: rAQa) rkhS[mice Type of Inspection: Voµ• a..i-to" �c--c-L Aess: , Zit l 511 Avg ,,S, Date Called: Special Instructions: Date Wanted - Ll. ZO!V a.m. Requester: Phone No: kit Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 7G-vtnolevi-km. ,)e -m pit4 6coical Date-e7/ q 00/r 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 D17-031'7 Project:r Co riNvn1 Rs to en Ce Type of Inspection: �'oo '}iv V'etr; Ai $ail rofvf i eAl dfryft v- a` t Address: SI 1(02L-19 51 vti S Date Called: 3 �-�, Special Instructions: v-Pv l f Y f Date Wanted: s15 zol P. Requester: Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS:M 41-icr 40 R oi- ht I pechot7 6m V'etr; Ai $ail rofvf i eAl dfryft v- a` t F o, L c ,'i -f S aid Vur � y t •�S cor»faa. -tot AU- Iwo /,vs fatlicci fey ii& -A, - nd A L .� ///) inspector: COV Date: S 1, 0.0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /-S--I D7 -o1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /% (., Sprinklers: Fire Alarm: Type of Inspection: Qom- - / � f rev/nom // Address: /6Z7 51 -i i%Q Cont t Person: ' / // Special Instructions: Phone No.: — 2--/-tek-i,c- ---- I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: — -LC/6.,74 :74C-71-- ----- /5 ,,,ii 0,-,--,, 2_ /-7-64A-0 ,-ter D 5.‹.Z - .. v —/3/Z (41/o/- .--- 1211-sC — 2--/-tek-i,c- ---- .gtss V Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -,;0 .2i /c Date: /L///// Hrs.: /- C / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 fl °0� yx )1\ +� �, Sg iq \ A I z (I A :WED FOR emptbethe !a APPROVED 1AR 2 9 2010 ity Tukwila !NO DIVISION CITY 5Ioewa. 3 rn :.-> ' -ad; v N- (14.::.- Pz . _Arn ,< rn/ off coZNCi N rn_u Q_A c)2�1,CIm Orn -a > CS z0rrZv zz r•� zf M qI c,-0-0Gs� Orn ' � m <rn Z,-; ro 3�1li76N< OcLLCC 2ZOZ 0o0?il h mC N , ,i 4 = -0rtoz lP Of 3 m i OURS C so mN 9i� 1 c Nrallk CFIVFD CITY OF TUKWILA 515T AVE SOUTH MAR 1 5 2018 PERMIT CENTER _4 JOARZ,.;: :TP5N LTR# N1-Ofl r-� le 1 4: r I AMY V, 3 0 PERMIT CENTER------ TO: FROM: DATE: SUBJECT: City of Tukwila Allan Ekberg, Mayor Public Works Department - Henry Hash, Director Diane Jaber Laurie Werle September 27, 2018 Cordon Residence 16249 51St Ave S Permit No.: D17-0317 MEMORANDUM Please draw a check in the amount of $1,013.88 (one thousand thirteen dollars and,eighty-eight cents) to be payable to Giovani Cordon, 20307 SE 248th St, Maple Valley WA 98038. This check is reimbursement for Transportation Impact Fees (see attached memo). Thank you! Henry as , Pu lic Works Director 6300 Building 0 6300 Southcenter Boulevard Suite 100 * Tukwila, WA 98188 s 206-433-0179 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov MEMORANDUM TO: PUBLIC WORKS DEPT.— Laurie Werle, Permit Technician FROM: PUBLIC WORKS DEPTH/Joanna Spencer, Development Engineer DATE: September 27, 2018 SUBJECT: Cordon Residence at 16249 51" Ave South Transportation Impact Fee — Refund Building permit No. — D17-0317 Giovani Cordon paid $1,013.88.00 for a Transportation Impact Fee under Building permit no. D17- 0317. There was a home that was demolished and then a new home was built. Since there was previously a home at the site, no Transportation Impact Fees were required. Please send a request to the Finance Department for a refund in the amount of $1,013.88 made out to Giovani Cordon and send to: Giovani Cordon 20307 SE 248th St Maple Valley WA 98038 Tukwila, WA 98188 Page 1 of 1 theTRUSS co. & BUILDING SUPPLY INC. 2802 142ND AVE E P.O. BOX 1770 SUMNER, WA 98390 (253) 863-5555 FAX (253) 891-1168 Quotation Takeoff QUOTE #: SB801069 Page: 1 DATE: 01/05/18 SALES REP: Mike Larimore OH Orom QUOTE - ML JOB NAME:CORDON GIOVANI LOT # SUBDIV: MODEL: TAG: DELIVERY INSTRUCTIONS: BY DATE O/A PITCH QUOTE RKW 01/05/18 "' nr LAYOUT RKW 01/05/18 s ; P T ; JEREMAIH/CORDON GIOVANIENGN. 16249 51ST AVE SO TUKWILA, WA 98188 BOT LEFT RIGHT RKW 01/05/18 SPECIAL INSTRUCTIONS: Li MD LAINE3 ROOF TRUSSES I PROFILE I TYPE QTY BASE O/A PITCH LUMBER OVERHANG CANTILEVER STUB ID PLY SPAN SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT I HEIGHT CALIFORNIA 1 21-10-00 ( 21-10-00 A01 110 lbs. each 5.50 0.00 2 X 4 2 X 6 02-00-00 04-10-06 Uo.81bs CALIFORNIA1 21-10-00 21-10-00 A02 83 Ibs. each 5.50 0.00 2 X 4 2 X 4 02-00-00 05-09-06 83.5 lbs COMMON 4 21-10-00 21-10-00 d d l I A03 76 Ibs. each 5.5 0.0 2 X 4 2 X 4 02-00-00 1 1 06-02-14 307.31b5 COMMON 1 21-05-00 21-05-00 A04 76 lbs. each 5.50 0.00 2 X 4 2 X 4 02-00-00 06-02-14 78.51bs COMMON 1 15-10-08 15-10-08 d d A05 65 Ibs. each 5.5 0.0 2 X 4 2 X 4 02-00-00 06-02-1i- 85.1 Ibs ROOF 1 10 01-00 10-01-00 801 47 lbs. each 5.50 0.00 2 X 4 2 X 6 02-00-00 03-11-06 /� 47.3 lbs ROOF I 1 10-01-00 10-01-00 d B02 41 Ibs. each 5.5 0.00 2 X 4 2 X 4 02-00-00 NIIEI NED FIeeoR// 04-10-01 FeLl-P- 1.-•.F..fKAP W' `'� ANNE 41.41.: bl��II ,,i ROOF 1 10-01-00 10-01-00 f s ``p p� `�(.`� D 04-02-01 B03 2 PN 52 Ibs. each 5.50 0.00 2 X 4 2 X 6 �qi' tlryE 1 140 n (, % ) /1_1�4� 104.71. ii ROOF 1 10-05-08 10-05-08 I rim - 04-10-01 C01 55 Ibs. each 5.5010.00 2 X 4 2 X 6 02-00-00 .-- ti 1 55.71.4 .�t '' ROOF 1 10-05-08 10-05-08 1 [�t ` `!{i`:�(Li �� 1 05-09-01 CO2 48 Ibs. each 5.50 0.00 2 X 4 2 X 4 02-00-00 v' a Oil ,, '-'AIA PIri1Ctr MONOPITCH10-05-08 I 1 10-05-08 06-00-0 CO3 42 Ibs. each 5.50 0.00 2 X 41 2 X 4 02-00-00 42.21 CALIFORNIA 1 15-01-08 15-01-08 02-02-0 001 3 Ply 73 Ibs. each 5.50 0.00 2 X 4 2 X 6 219.91 CALIFORNIA 1 22-08-08 22-08-08 04-10-14 E01 118 Ibs. each 5.5010.0 2 X 4 2 X 6 02-00-00 RECEIVED 118.91 CORRECTION t11` 03 17JAN 192018 PERMIT CENTER Page: 2 QUOTE - ML Quote Number: SB801069 ROOF TRUSSES I PROFILE I TYPE ID QTY BASE SPAN O/A PITCH LUMBER OVERHANG CANTILEVER STUB HEIGHT PLY SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT I -, G 1-k�G CALIFORNIAO 22-08-08 22-08-08 5.50 0.00 2 X 4 2 X 4 02-00-00 05-09-14 91.615, 91 lbs. each COMMON E03 2 22-08-08 22-08-08 5.501 0.0012 X 4 2 X 4 02-00-00 06-06-09 162.1 Ibs 81 lbs. each COMMON E04 3 23-02-00 23-02-00 5.50 0.00 2 X 4 2 X 4 02-00-00 06-06-09 244.2165 81 Ibs. each „ee CALIFORNIA1 F01 16-08-08 16-08-08 5.50 0.0 2 X 4 2 X4 02-00-00 03-11-06 64.1 Ibs i ` JL�IVG1 64 Ibs. each CALIFORNIA F02 1 16-08-08 16-08-08 5.50 0.00 2 X 4 2 X 4 02-00-00 04-10-06 60.6165 60 Ibs. each /I tI MONOPITCH G01 1 07-01-00 107-01-00 1 5.5010.00 2 X 4 2 X 61 03-07-0" 32.816s 32 Ibs. each CALIFORNIA H01 1 21-05-08 21-05-08 5.50 0.00 2 X 4 2 X 6 02-00-00 02-00-00 04-10-14 221.4Ibs 2 Ply 110 lbs. each CALIFORNIAH02 1 21-05-08 21-05-08 1 5.50 0.00 2 X 4 2 X 4 02-00-00 02-00-00 05-09-07 85.0Ibs 85 Ibs. each ROOF H03 23-02-00 23-02-00 5.50 0.00 2 X 4 2 X 4 02-00-00 06-01-14 87.6165 87 Ibs. each ROOF1 H04 23-02-00 23-02-00 5.50 0.00 2 X 4 2 X 4 02-00-00 06-01-14 88.31116 88 Ibs. each a ROOF1 H05 23-02-00 23-02-00 5.50 0.00 2 X 4 2 X 4 02-00-00 06-01-14 92.7 lbs 92 Ibs. each _ ROOF1 H06 23-02-00 23-02-00 5.50 0.0012 X 4 2 X 4 02-00-00 06-01-V, 89.216, 89 Ibs. each ROOF H07 1 23-02-00 23-02-00 5.50 0.00 2 X 4 2 X 4 02-00-00 06-01-14 95.7 lbs 95 Ibs. each ROOF1 H08 23-02-00 23-02-00 0.0 2 X 4 2 X 4 02-00-00 06-01-14 95.8 Ibs 95 Ibs. each 5.50 JACK-CLOSED1 J202 02-07-08 02-07-08 0.00 2 X 4 2 X 4 02-00-00 -00-08-09 02-01-06 8.2Ibs 8 Ibs. each 5.50 JACK-CLOSED1 J204 02-07-08 02-07-08 0.0012 X 4 2 X 41 02-00-00 01-03-07 03-00-06 10 lbs. each 5.50 10.7lbs JACK-CLOSED1 J206 02-07-08 02-07-08 0.00 2 X 4 2 X 4 03-01-15 02-11-1; 11 Ibs. each 5.50 11.7165 ° • ' ' - 1 Y ' ` JACK -CLOSED -`1J22 t : 1 3 02-00-00 102-00-00 E 0.0012 X 4 2 X 4 02-00-00 -00-01-01 02-01-0f 7 Ibs. each 5.50 e 97.5 lbs 47 Page: 3 QUOTE - ML Quote Number: SB801069 ROOF TRUSSES I PROFILE TYPE QTY BASE O/A PITCH LUMBER OVERHANG CANTILEVER STUB I ID PLY SPAN SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT I HEIGHT JACK -CLOSED 2 01-06-08 ( 01-06-08 J22X 3 Ibs. each 5.50 0.00 2 X 4 2 X 4 -00-01-01 01-02-18 7.61bs JACK -CLOSED 02-00-00 02-00-00 J2410 10 Ibs. each 5.5010.0012 X 41 2 X 4 02-00-00 01-10-15 03-00-06 100.8 Ibs girl JACK -CLOSED 2 01-06-08 01-06-08 J24X 7 lbs. each 5.50 0.00 2 X 4 2 X 4 01-10-15 02-01-10 14.210. JACK-CL0SEDI 6 00 02-00-12 lbs. each 5.501 0.0012 X 4 2 X 4102-00-00 03-10-15 1 03-11-06 75.71bs JACK -CLOSED 1 02-00-00 02-00-00 1 J26A 11 Ibs. each 5.50 0.00 2 X 4 2 X 4 00-09-08 03-10-15 03-04-1' 11.8165 JACK -CLOSED 2 02-08-0lbs. OS 1 each 5.4 0.0012 X 41 2 X 4 02-00-00 -00-09-09 02-01-06 16.61bs JACK -CLOSED 2 02-08-08 02-08-08 J304 10 Ibs. each 5.50 0.00 2 X 4 2 X 4 02-00-00 01-02-07 03-00-06 21.7Ibs JACK -CLOSED 2 02-08-08 02-08-08 J306 13 Ibs. each 5.50 0.0012 X 4 2 X 4 02-00-00 03-02-07 I 03-11-06 28.9 lbs JACK -CLOSED 02-08-08 02-08-08 J3071 15 Ibs. each 5.50 0.00 2 X 4 2 X 4 02-00-00 04-07-11 04-07-04 15.316; JACK=OSED 2 3-004-03-08 04-0108bs. each 5.501 0.0012 X 412 X 4 02-00-00 -02-04-09 1 02-01-06 20.3 lbs JACK -CLOSED 2 04-03-08 04-03-08 .1404 12 Ibs. each 5.50 0.00 2 X 4 2 X 4 02-00-00 -00-04-09 03-00-06 25.4 lbs JACK -CLOSED 2 06-00-00 06-00- 00 10bs. each 5.501 0.0012 X 41 2 X 4 02-00-00 -04-01-01 02-01-06 24.3Ib° JACK -CLOSED 06-00-00 06-00-00 01-02-10 J602X 9 Ibs. each 5.50 0.00 2 X 4 2 X 4 -0401-01 9.8 lbs JACJ60LOSEDI 2 00 06-00140 1 1 Ibs. each 5.501 0.01) 2 X 412 X 4102-00-00 -02-01-01 03-00-06 29.4 lbs JACK -CLOSED 06-00-00 06-00-00 02-01-10 J604X 12 Ibs. each 5.50 0.00 2 X 4 2 X 4 -02-01-01 12.1 lbs JACK -CLOSED 2 06-00-00 06-00-00 1 03-11-06 J606 17 Ibs. each 5.501 0.00 2 X 4 2 X 4 02-00-00 -00-01-01 34.5 lbs JACK -CLOSED 06-00-00 06-00-00 03-00-10 J606X1 14 Ibs. each 5.50 0.00 2 X 4 2 X 4 -00-01-01 14.710s JACK -COLE SED1 06-0 220bs 06-0-00 04-10-06 22 5.501 0.0012 X 4 2 X 4 02-00-00 01-10-15 45.516.. Page: 4 QUOTE - ML Quote Number: SB801069 ROOF TRUSSES PROFILE I TYPE ID QTY BASE SPAN 0/A PITCH LUMBER OVERHANG CANTILEVER STUB HEIGHT) PLY SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 JACK -CLOSED J608X 06-00-00 06-00-00 5.50 0.00 2 X4 2 X 4 01-10-15 03-11-10 20.1 Ibs 20 lbs. each JACK -CLOSED 6 08-00-00 108-00-00 02-01-06 J802 16 Ibs. each 5.50 0.00 2 X 4 2 X 4 02-00-00 -06-01-01 98.OIbs JACK -CLOSED J802A 1 08-00-00 08-00-00 5.50 0.00 2 X 4 2 X 4 02-00-00 -06-01-01 02-01-06 14.5 Ills 14 Ibs. each JACK-CLOSED1 J803 08-00-00 08-00-00 5.50 0.00 2 X 4 2 X 4 02-00-00 -03-07-01 03-03-02 17.71br 17 Ibs. each JACK -CLOSED J804 6 08-00-00 08-00-00 5.5 0.00 2 X 4 2 X 4 02-00-00 -0401-01 03-00-06 102.31bs 17 Ibs. each JACK -CLOSED J804A 1 08-00-00 08-00-00 5.501 O.0012 X 4 2 X 4 02-00-00 -04-01-01 03-00-06 17.01bs 17 Ibs. each JACK -CLOSED J805 08-00-00 08-00-00 5.50 0.00 2 X 4 2 X 4 02-00-00 -01-07-01 04-02-02 20.211 20 Ibs, each JACK -CLOSED J806 5 08-00.001 08-00-00 I 5.501 I 0.0012 X 4 2 X 4 02-00-00 -02-01-01 03-11-06 98.1 Ibs 19 Ibs. each JACK -CLOSED J806A 1 08-00-00 08-00-00 5.50 0.00 2 X 4 2 X 4 02-00-00 -02-01-01 03-11-06 19.8 lbs 19 lbs. each COMMON J807 1 08-00-00 08-00-00 5.50 0.00 2 X 4 2 X 4 02-00-00 04-08-0. 34.41bs 34 Ibs. each JACK -CLOSED J808 5 08-00-00 08-00-00 5.50 0.00 2 X 4 2 X 4 02-00-00 04-10-10,011 4 141.8 Ibs 28 Ibs. each MON J08A CH 107-10-15 07-10 15 I 5.50 0.00 2 X 4 2 X 4 02-00-00 00-01-01 l 04-10-06 30.9 lbs 11! MONOPITCH J809 1 07-10-15 07-10-15 5.50 0.00 2 X 4 2 X 4 02-00-00 00-01-01 04-10-06 28.1 It* 26 Ibs. each 6 "411 MONOPITCH J809A 1 08-00-00 08-00-00 5.50 0.0 2 X 4 2 X 4 02-00-00 04-10-14 31.91bs 31 Ibs. each JACK -CLOSED J810 5 08-00-00 08-00-00 0.00 2 X 4 2 X 4 02-00-00 01-10-15 05-09-06 143.5 lbs 28 Ibs. each 5.50 JACK -CLOSED J811 1 08-00-00 08-00-00 0.00 2 X 4 2 X 4 02-00-00 03-05-03 06-05-1: 30.8 lbs 30 Ibs. each 5.50 II MONOPITCH J813 4 08-00-00 08-00-00 0.00 2 X 4 2 X 4 02-00-00 04-10-V 28 Ibs. each 5.50 113.4Ibs CALIFORNIA K01 1 15-00-00 15-00-00 0.00 2 X 4 2 X 6 01-07-1 E 4 2 Ply 79 Ibs. each 5.50 159.4115 Page: 5 QUOTE - ML Quote Number: SB801069 ROOF TRUSSES I PROFILE TYPE QTY BASE O/A PITCH LUMBER OVERHANG CANTILEVER STUB I ID PLY SPAN SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT HEIGHT RIGHT t Hanger ROOF 6 Hanger JUS26 t 19 1 08-00-00108-00-00 5 Hanger THD26 1 Hanger L01 35 lbs. each 5.50 0.0 2 X 4 2 X 6 Hanger THDH26 02-05-1 35.31 CORNER 2 11-02-04 11-02-04 102-09-151 191.6 R01 45 lbs. each 3.891 0.0 2 X 4 04-01-08 1 06-02-04 lbs CORNER 1 08-04-05 08-04-05 R02 34 lbs. each 3.89 0.00 2 X 4 02-09-15 08-01-09 06-06-13 34.1 Ib< CORNER 1 11-02-04 1 045 11-02-04 103-05-12 3 45lbs. each 3.89 0.0(312 X 41 02-09-15 I 05-11-1' 45.0 It* RAFTER 2 11-02-04 11-02-04 R04 40 lbs. each 3.89 0.00 2 X 4 02-09-15 04-10-03 81.5Ibs CORNER 2 03-08-07 03-08-07 I I R05 20 lbs. each 3.891 0.0012 X 4 02-09-15 06-09-05 04-07-07 / 41.91bs CORNER 1 11-02-04 11-02-04 R06 47 lbs. each 3.89 0.00 2 X 4 02-09-15 05-00-13 06-05-14 47.1 Ibs CORNER I 2 05 08-04-0521bs. each 3.89 0.0c 2 X 4 02-09-15 03-07-13 I 05-01-06 57.1 lbs CORNER 1 06-05-00 06-05-00 R08 29 lbs. each 3.89 0.00 2 X 4 02-09-15 08-07-09 06-01-03 29.811x CORNER 1 03-07-01 03-07-01 R09 20 lbs. each 3.8 0.00 2 X 41 02-09-15 07-00-02 04-07-14 20.9 lbs CORNER 2 05-11-05 05-11-05 R10 19 lbs. each 3.89 0.00 2 X 4 02-09-15 00-08-08 03-04-09 38.OIbs File: F:IMITEKIBIDS120181SB8010691A0 Loading: 25 - 8 - 0 - 7 Total Weight: 4,721 Max. Height: 6.5 ITEMS QTY ITEM TYPE DESCRIPTION I LENGTH FT -IN -16 NOTES 150 Blocks 2 X 4 Vented 4 -hole 73 Hanger JUS24 6 Hanger JUS26 19 Hanger MUS26 5 Hanger THD26 1 Hanger THD26-2 1 Hanger THDH26 QUOTE #SB801069 JOB #: TRUSSES: 151 ALL PRODUCTS: 406 Quoted price subject to change if not accepted within 7 days and shipped within 14 days. Price includes delivery to plate line to the limits of our equipment. Additional boomtime must be prescheduled and is billed at $150/hr. The Truss Company reserves the right to ground drop product due to unsafe or impractical jobsite conditions. The Truss Company is not responsible for delays due to circumstances beyond our control. Sales subject to credit terms & conditions as determined by The Truss Company, Inc PRICE: $6,989.00 TAX NOT INCLUDED ACCEPTED BY SELLER BY: TITLE: DATE OF ACCEPTANCE: ACCEPTED BY BUYER PURCHASER: BY: ADDRESS: TITLE: PHONE: DATE: Prescriptive Energy Code Compliance for All Climate Zones in Washington Projeci'lnformation Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the /24 9 $e/ . S' S,, the minimum values listed. In addition, based on the size of the structure, the appropriate "72,4411040/404 k/A number of additional credits are checked as chosen by the permit applicant. 9►0�146 g, ,I4'&' /"E Authorized Representative A+C / / ifdY, P1 E, Date 429 P s/ pS y . Aij.: k i ��Sx c� ti iY f a � 9',�,�a �t?✓,�'Y �?(; '�� 4 P .�ry'rA �Syt C I)iW Qom � R-Valuea "tEl i4r WG' ��F' lb U -Factor$ Fenestration U-Factorb n/a 0.30 Skylight U -Factor nla 0.50 Glazed Fenestration SHGC" n/a n/a Ceilingk 49' 0.026 Wood Frame Wall° `"" 21 int 0.056 Mass Wall R -Value' 21/21" 0.056 Floor 309 0.029 Below Grade Wallff" 10/15/21 int + TB 0.042 Slabd R -Value & Depth 10, 2 ft n/a able R402.1.1 and Table R402.1.3 Footnotes included on Page 2. 'ic,fD ryv 2/4" Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ 'Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than.500,square4eet ieated floor area but less than 1500 square feet. Medium Dwelling U 3.5 credi_ Ct��+,.=�;�� 1Fii�!C� All dwelling units a are not included in #1 or xcept.on: Dwelling units serving R-2 occupancies shall require 2.5 credits. 03. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions less than 500 square feet: .5 credits s I REVIEWED FOR 2 ?016 RECEIVED itUkR CITY OF TUKW NOV p 9 2017 Table R406.2 Summary Option Description Creditts) M la Efficient Building Envelope la 0 lb Efficient Building Envelope lb 1.0 lc Efficient Building Envelope lc 2.0 1d Efficient Building Envelope 1d 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 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 9 Total Credits *Please refer to Table R406.2 for com2lete option descriptions ILA PERMIT CENTER 51Fic 4/4 111. 504 4/4 1200 kwh 0.0 0.00 Table 406.2 Energy Credits OPTION - - - - DESCRIPTION -, CREDI1(S) Estimated Cost 1a EFFICIENT BUILDING ENVELOPE la: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. 0.5 lb EFFICIENT BUILDING ENVELOPE Ib: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. 1.0 lc EFFICIENT' BUILDING ENVELOPE 1c: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.22 Ceiling and single -rafter or joist -vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 2.0 1 de EFFICIENT BUILDING ENVELOPE ld: Prescriptive compliance is based on Table R402.1.1. with the following modifications: Vertical fenestration U = 0.24 0.5 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option. being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 0.5 21) AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 1.0 Z/4 Table 406.2 Energy Credits (2015 Code OPTION DESCRIPTION CREDIT(S) Estimated Cost 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with miniramma sensible heat recovery efficiency of 0.85. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall the heat recovery ventilation system. 1.5 3ab / e/ HIGH EFFICIENCY HVAC EQUIPMENT 3a: Gas, propane or oil -fired furnace with minimum AFUE of 94%, or Gas, propane or oiled -flied boiler with minimum AFUE of 92% To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. ---(show 1.0 3bb HIGH EFFICIENCY HVAC EQUIPMENT 3b: Air -source heat pump with minimum HSPF of 9.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 1.0 30b HIGH EFFICIENCY HVAC EQUIPMENT 3c: Closed-loop ground source heat pump; with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 1.5 3db HIGH EFFICIENCY HVAC EQUIPMENT 3d:. Ductless Split System Heat Pumps, Zonal Control: In homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency, 1.0 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: All heating and cooling system components installed inside the conditioned space. This includes all equipment and distribution system components such as forced air ducts, hydronic piping, hydronic floor heating loop, convectors and radiators. All combustion equipment shall be direct vent or sealed combustion. For forced air ducts: A maximum of 10 linear feet of return ducts and 5'linear feet of supply ducts may be located outside the conditioned space. All metallic ducts Located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located outside the conditioned space must be insulated to a minimum of R-8. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 1.0 . • [ 3/4 Table 406.2 Energy Credits (2015 Code OPTION DESCRIPTION CREDIT(S) Estimated Cost 5a EFFICIENT WATER HEATING 5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.` To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. 0.5 5b EFFICIENT WATER HEATING 5b: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. 1.0 5c vee EFFICIENT WATER HEATING 5c: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG -300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum 1.5 equipment efficiency and, for solar water heating systems, the calculation of the minimum energy savings. 5d EFFICIENT WATER HEATING 5d: A drain water heat recovery unit(s) shall be installed, which captures waste water heat from all the showers, and has a minimum efficiency of40% if installed for equal flow or a minimum efficiency of 52% if installed for unequal flow. Such units shall be rated in accordance CSA B55.1 and be so Labeled. To qualify to claim this credit, the building permit drawings shall include a plumbing diagram that specified the drain water heat recovery units and the plumbing layout needed to install it and labels or other documentation shall be provided that demonstrates that the unit complies with the standard. 0.5 4V4 Table 406.2. Energy Credits (2015 Cod OPTION DESCRIPTION CREDITS) Estimated Cost 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation per each housing unit provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PV WATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. turn to the experts' Qualifying Models Only Consistent, high -efficiency comfort up tAFUE 59SC5, 59SC2 Innovation, efficiency, quality: Our Carrier® Comfortim Series condensing gas furnaces include efficiency -optimizing components and built-in reliability to offer some of the best values in home heating. Comfort Series furnaces offer the Carrier quality, environmental stewardship and lasting durability that have endured for more than a century. And, to ensure maximum year-round efficiency with both gas and electric heating capabilities, your dealer can include a new Carrier heat pump and compatible Carrier thermostat to create a HYBRID HEAT® dual fuel system. Efficiency AFUE (Annual Fuel Utilization Efficiency) ratings are like your car's MPG — the higher the number, the greater the potential for savings. ComfortTM Series condensing gas furnaces offer a range of efficiencies that reach as high as 95.5% AFUE and the potential for measureable savings on gas heating costs. Durability Our PowerHeatTM hot surface ignition is one of the most robust and durable ignition systems available. It eliminates the need for a pilot light, reducing gas usage and promoting worry -free operation. HYBRID HEA`® System Combining a ComfortTm Series condensing gas furnace, a Carrier® heat pump and a compatible Carrier thermostat, a Carrier HYBRID 4 -EAT® system automatically switches between electric and gas heating to optimize the efficiency of each fuel source. It's the ultimate defense against unpredictable utility costs. Limited Warranty To the original owner, the ComfortN 95 condensing gas furnace is covered by a 10 -year parts and lifetime heat exchanger limited warranty and the Comfort 92 condensing gas furnace is covered by a 10 -year parts and 20 -year heat exchanger limited warranty upon timely registration. The limited warranty period is five years for parts and 20 years for the heat exchanger if not registered within 90 days of installation. Jurisdictions where warranty benefits cannot be conditioned on registration will receive the registered limited warranty period. See warranty certificate at carrier.com for complete details and restrictions. Carrier delivers gas furnaces with a range of features and functionality. Check out this side-by-side comparison to see how our durable and efficient Comfort'"' Series units measure up against our infinity° and PerformanceTm models. infinity° Series saraatiT speici ECWmotor^` PerformancerM Series �.gr r,F 4 +u + 3 •, a arlable speed ECM PWM, dIt(,peed EC `motors Yn Y .ti.Ay ..0iF.-ue ComfortTM Series to 98 5% AFU E611 fnsulated 20 gauge ,,, • steel cabit►et and doors , ofiteaSkir tr�y�h"�.+� (nM�t �WG *Upon timely registration. The warranty period is five years if not registered within 90 days of installation. " Upon timely registration. The warranty period is 20 years if not registered within 90 days of installation. Wi•Fi° is a registered trademark of the Wi.Fi Alliance Corporation. Comfort 95 Gas Furnace shown � • ^ 1O=year;pai•ts" ,� :, j.;.x Lifetime heat exchange`{59SC5)"* X20-yeartieat exchartger(59SC2)c. If you could look under the hood of a Carrier° Comfort"' Series condensing gas furnace, you'd see what drives the performance: a serious commitment to quality. To squeeze as much of the heating efficiency from the gas you use as possible, Comfort Series condensing gas furnaces include two heat exchangers. The primary heat exchanger does most of the work while a secondary heat exchanger squeezes additional heating energy to optimize savings and comfort. When combined with a compatible Carrier thermostat, ComfortFanT"" technology allows fan -speed choices in "constant on" mode. And, the PowerHeatTm hot surface ignition brings reliability and durability for years of comfort you can depend on and reduced gas usage due to eliminating the pilot light. Visit carrier.com for model comparisons and product specifications. Explore the full line of Carrier° condensing gas furnaces and other system components to find the ideal fit for your 59SC5, 59SC2 tt FiiiAL DAY: SHOP ALL CYBER DEALS + FREE PARCEL SHIPPING WITH MYLOWE'S. SHOP NOW I .. fft 1 pen until 9PM! ukwila Lowe's A.O. Smith Signature Premier 50 - Gallon 10 -year Limited Tall Electric Water Heater with Hybrid Heat Pump Item # 816193 Model # HP10-50H45DV ***** (52 Reviews) Prices, promotions, styles, and availability may vary. Our local stores do not honor online pricing. Prices and availability of products and services are subject to change without notice. Errors will be corrected where discovered, and Lowe's reserves the right to revoke any stated offer and to correct any errors, inaccuracies or omissions including after an order has been submitted. '1,099.00 PLUS, up to $850 in Rebates > Lowe's Extended Protection Plans Learn More 5 YEAR: $59.97 ADD TO CART Lames FREE Store Pickup 0 1 available today at Tukwila Lowe's! Aisle 35 , Bay 5 Al In -Store Map 411,11 Delivery 0 Delivery available CHECK OTHER STORES 5% OFF* or up to.24 Months Special. Financing' `,'Credit offers cannot be combined. Valid 11/23,67-11/29/17. Product information ription • A.O. Smith 50 -gal tall electric water heater from the Signature Premier series uses heat pump technology with backup electric elements to supply hot water to 4 -person households • Two 4,500 -watt copper heating element delivers a 20.7-GPH recovery rate at 90°F • Two 4,500 -watt copper heating element delivers a 20.7 -SPH recovery rate at 90°F ENERGY STAR® rtified to help you save money on uu y bills without sacrificing performance (compatible with Energy Smart Iris Module) • Vacation mode allows you to save energy even when you're not home • Washable filter is easy to access and clean, so you can prevent dust and grime from invading the heating system • Tall design for easier installation in basements, garages or attics • 65.25 -in H x 22 -in dia • 10 -year limited warranty gives you peace of mind I e C icatmor€s Nominal Capacity (Gallons) 50 Warranty 10 -year limited Installation Location Indoor Diameter (Inches) Height (Inches) Point of Use insulation Thickness 22 63 X 2 Element Wattage (Watts) Family Size Uniform Energy Factor Voltage (Volts) Wi-Fi Compatibility Water Connection Size Temperature and Pressure Relief Valve Water Heater Style Foam Insulation UL Listed CSA Listed ETL Listed Weight (lbs.) 4500 (Inches) Commercial/Residential Residential Series Name Mobile Home Compatible Element Type Copper Rated Storage Capacity 46 -Gallon Number of Elements 2 GPH Recovery at 90 Degrees F (Gallons) Bluetooth Compatibility X Water Connection 4 3.42 240 X 3/4 -in Tall X X 196 Signature Premier X 20.7 Lo ENERGY STAR entified - Side Hybrid Heat Pump Technology Projects, Tips & Services Water Heater Installation From the Manufacturer ! Pciw„E=s Maintain a Water Heater sWEICotri AGE What to expect from this water heater Performance predictions are estimated based on a typical installation in Seattle, WA. For more personalized results, change your location or advanced settings. 33 MINUTES 4.2 SHOWERS single shower back-to-back length 85 GALLONS max tub size 2.9 SHOWERS at the same time $130/YEAR estimated energy cost Many factors affect the actual performance of a water heater. This represents our closest approximation of your likely experience with this water heater in Seattle WA, but actual performance may vary depending on factors beyond our ability to control or estimate. To view or adjust our assumptions of the most common factors that impact this product's performance in Seattle WA, please view the advanced settings. *Annual Estimated energy costs are estimated from the energy efficiency of each water heater, your household's estimated hot water usage & set temperature, the average groundwater temperature for your location, and residential energy prices for your location as reported by the Department of Energy and the Energy Information Administration. Features Heat Pump Signature Electronic User Premier Interface Our Electric Heat Pump reduces water heating cost by up to 71% through an innovative design that pulls environmental heat while dehumidifying and cooling the ambient air at the same time. • User-friendly electronic interface allows easy control of temperature setting, operating mode, and communicates diagnostics. • Easy to read temperature display (see back) shows temperature in °F or °C. • Advanced diagnostics convey error messages for service purposes. The last four error messages are saved in the control system T&P Relief Valve Birass Drain Valve Factory installed temperature and pressure relief valve. • Solid brass, tamper resistant, enhanced -flow, ball type, valve. • Uses a standard female hose fitting that allows for fast and easy draining during maintenance. • Screwdriver slot features a 1/4 tum radius, for straight -through water flow and a quick and •. e shut off. memory. HOW ELECTRIC HEAT PUMP WATER HEATERS WORK vii-41A4t1-mm.k.,,m,?a,14,q;).N3.=:1,u CO HEAT PomP TECIPIOLOOV ET hetsVceXinpviieiti heilftes i‘lte catetntAy move heot from es* pfir.oie, another. Like an sir coneitkoar reverse...haat s pulled l'rorn the amtlere se and transferred ir}Se 6V. MEG', inside the reek In addition le healing water it also coots det*srfidiee the SonVunditiSai'. 0 ADVANCED ELECTRONIC CONTROLS The di9ite dtspitay eusboittratte tinecg IOW unique needs ioth 3 Operating marcs and a progiairimetAeVac.'aSori satin, h Mao proi-Oes d4agricato reporting via tee apaikl.iel user interfaee pana,_ 0 EVAPORATOA COIL. S. COMPRESSOR A jai, tdrags ..807n thmu,g h an *Mr. 4se evaposetcr .ccrt. The evaporator coil =item fefiv011aW. vAth ettOrrgi, haat 1Yn Mt air,. the: rttngerant In Metrote!vntit4l1e ottth r.iCirewasas the ier.iperalige 01'0V. refrigerant'. CLOIS13)4.000 CifeckiLAIltifif The. NA f0^x^yoliiek ks, itkotediAa,o,:i'zi-T01,0) (rocs VAt cornpreissiai' through a coil thee wraps around ttwi teak. Aa the rafiVerant passes thrciugh the cot heat is. transi4rred I-torn:therant into the...Haler. (1) F 0Am INSLILATiOm The tan: ifx surroundel by, a thick Ayer of eras ron-CFC foam to yap ntat insfdd the tgwik, saii4hg sirwegy. 04.1AL HEATING ELEMENTS Fcr periods ce. hipp.,dereand: our .heal: pump water' heater Y.ias two 4 5,-,Vw deo& C0006i' 6trrOtel erVICrOe recovery lit1165. CO' • GLASS UNING we coat r.e.si'vet& of Me ten* -with poroeldn wzrrie.tiVess aprefect the tent& keit ettorriieet-PeSiStence i:Ott 0?, akatinti*anrjthrgOleilttO.ic, ANODE The top-nrcinted arose rcr.. fights the corrosiite egBEIS Ci hot water *extend tie te ot the tan ik Our 86 arid rreAlets come with a ;-,teurid eri<4e A' additional protection () TAP RELIEF VALVE AS Oakt haatetepittSure ift tht, t*/* glOwit Trle twopwelugt pressure relief valve is a safety feature that eliostiis Me lank r etieve the pressiere feria thermal expansien. CERTIFICATION Me ,Sta UL 174 and UL 19 code ntiouiromentz. eS wati es efIciiency sta,14tards OaLiiid es the West edition ce Netknal Appliance Energy Conserilaton aa and S. Department of Eftergy Certifications ENERGY STAR Low Lead Content 360° View 11 -MIP ru sin id CERTIFIED' www.ahtfdirectory.ory , esiellort 1111111. K,6) Downloads View I Download it PDF, 3.67MB, 32 pages Need Help? Gaii• 1-800445-6937 c /v4c-ia Azt7-A,-cx /40.? S 72,-4-14/i44 ke./A 9,9iee y7 REVIEWED FOR tODEtOIQ1Pt1ANCE APPROVED MAR 2 9 2010 AltY_et THttwitG Esun_piNG nivopks 1)01-7•03 RECEIVED CITY OF TUKWILA NOV 2 9 2017 PERMIT CENTER 1EXPIRES: 4/24//7 otAtovir 7 CDR) 7101.-- -5 '7 BEAM CALCULATIONS DATE: / ///ov'/7 PROJECT: N s BEAM LOCATION: 2 ce tG,, SPAN = L = FEET (3.4,4),) &// /yo cv A/PES BY: Bruce S MacVeigh,. P.E. 14245 59th Ave. S. Tukwila, WA 98168 CeII: (206) 571-8794 DL= /s" PSF LL =2s PSF THEREFORE TL = 40 PSF w = TL x width contrib. area = 347 PLF MDES. (UNIF. LOAD) - W X L2/8 MDES. (POINT LOAD) = ((L FT # FT # FT # IN# )/LxP)xXFT# FT # FT # IN # BEAM OR JOIST TYPE : /411446-- GRADE: b,=.46- Fb = 7C- PSI irk/!_9'/ (Min. S Req'd = ?I IN3) S=bxd2/6 IN3= = 4t 7/ IN' THEREFORE: McAP. = S • Fb = IN # McAP. = q, �/ ?,'7i = 93 6 7 / IN # GREATER THAN MDES. = /8, Y -6o IN # REQUIRED THEREFORE OKAY BEAM CALCULATIONS BY: Bruce S MacVeigh,. P.E. DATE: 14245 59th Ave. S. Tukwila, WA 98168 PROJECT: CeII: (206) 571-8794 BEAM LOCATION: / S7- MG Gv/' 2e NPR S SPAN = L = FEET DL = PSF LL = PSF THEREFORE TL = PSF w = TL x width contrib. area = PLF MDES. (UNIF. LOAD) oop i67.6? 6 P�`M(A-), FL Z cd C e /S (- z c9 PC )W tom- �- Cc) 7-0-7/51 G ., r/ d MDES. (POINT LOAD) = ((L w x L2/8 = /ore/63 = sy z z FT # FT# FT# IN # X)/Lx P)xXFT#' FT #. FT# IN# BEAM OR JOIST TYPE : P/GL,L',D GRADE: Fb = ? PSI 4 "x/" (Min. S Req'd = 6 g IN3) S = b x d2/6 IN3 = = 7- e93 IN3 THEREFORE: MCAD. = S • Fb = IN # MCAP. e 3 2r7' S GREATER THAN MDES. = 1/ / IN# = Sy. z2-. IN # REQUIRED THEREFORE OKAY BEAM CALCULATIONS DATE: PROJECT: BEAM LOCATION: 6/%i'IP4 BY: Bruce S MacVeigh,. P.E. 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 SPAN = L = / I' FEET DL = PSF LL = PSF THEREFORE TL = 40 PSF w = TL x width contrib. area = z "?o PLF (--/-7//P OS)2- L v e--_� MDES. (UNIF. LOAD) = w X L2/8 = ZZa /6?/8 84j AR° FT# FT # FT # IN# MDES. (POINT LOAD) = ((L -/X) / L X P) x X FT # FT # FT # IN # BEAM OR JOIST TYPE : / f/GL4") GRADE: 2) F a Fb = a'7 5— PSI S = b x d2/6 IN3 = (Min. S Req'd = 7 IN3) = //lir7q 1N3 THEREFORE: MCAP. = S Fb = IN # MCAP. _ // l» c r 9 6> 57— GREATER GREATER THAN MDES. 865) IN# = g4/456' IN # REQUIRED TfIE'REFORE OKAY BEAM CALCULATIONS BY: Bruce S MacVeigh,. P.E. DATE: 14245 59th Ave. S. Tukwila, WA 98168 PROJECT: Cell: (206) 571-8794 BEAM LOCATION: (11i)&' `5,A�`� ( Gu O! - 57" � S 6 /-9-!L Cz ii) -LG. SPAN = L = if FEET 8 r /7' Azc's� (A) 2134Z- --- Lcjeo,te, 7, 343 _45 c '113 Pc -F- DL = PSF LL = PSF THEREFORE TL = PSF w = TL x width contrib. area = MDES. (UNIF. LOAD) w x L2/8 = /, e93,e-Z��', = /6?// 72d MDES. (POINT LOAD) = PLF FT # FT # FT # IN# - X)/L x P) x X FT# FT # FT # IN # BEAM OR JOIST TYPE : GRADE: 5-72 Fb = qoo PSI S = b x d2/6 IN3 = THEREFORE: MCAP. _ MCAP. (Min. S Req'd = 75- IN3) 75-- 69 C IN3 S • Fb =, IN # 7S ro© 2/ 4e° GREATER THAN MDES = 7 c pay IN# = / ',1 726 IN # REQUIRED THEREFORE OKAY G°G 5 dO4 14 BEAM CALCULATIONS DATE: PROJECT: BEAM LOCATION: ,Z7‘ 1-1"2- FG �a2 par/y BY: Bruce S MacVeigh,. P.E. 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 SPAN = L = 8 FEET DL = PSF LL = '7 ° PSF THEREFORE TL = 57 PSF w = TL x width contrib. area = 4 PLF MDES. (UNIF. LOAD) w x L2/8 44e, e'Ye = 12 24o FT # FT # FT # IN# X FT # FT # FT # IN# BEAM OR JOIST TYPE : GRADE: t 2 Fb = PSI S = b x d2/6 IN3 = THEREFORE: McAP. = S • Fb McAP. (Min. S Req'd = IN3) _ y, 4s 1N3 4`?",7/ S /S! - GREATER THAN MDES. = IN# 3 67/ IN # = .(z) zoo IN # REQUIRED THEREFORE OKAY BEAM CALCULATIONS BY: Bruce S MacVeigh,. P.E. DATE: 14245 59th Ave. S. Tukwila, WA 98168 PROJECT: Cell: (206) 571-8794 BEAM LOCATION: ZG "69 ' S -�S SPAN = L = / -a FEET DL = / 5- PSF LL = 4 PSF MAY, (Z THEREFORE TL = 3-5— PSF w = TL x width contrib. area = 73, 3 PLF �5 3-3 MDES. (UNIF. LOAD) = w x L2/8 FT # = ?3. • 1z2/i5 FT # /,3E0 FT# IN# MDES. (POINT LOAD) = ((L - BEAM OR JOIST TYPE6-1/z 1/z 7:71 S = b x d2/6 IN3 = THEREFORE: MCAD. Mc S . Fb p. 72 GREATER THAN MDEs. IL x P) x X FT# FT # FT # IN# Fb = PSI (Min. S Req'd = IN3) IN3 IN# = 3)77s IN# = 3zlo IN # REQUIRED THEREFORE OKAY Design Properties, Material' Weights, and Job -Site Safety Trus Joist • TIP Joist Specifier's Guide 2025 • January 2• • Design Properties (100% Load Duration)41111, 'Basic Properties ReactionProperties Maximum 13/a" ow Intermediate Joist Resistive r Joist Only Maximum End. Reaction (lbs) Weight Momentt1) ; f, EI i'.106, Vertical Reaction`: No` Web ;'With Web , (lbs/ft) (ft -.lbs) (in 2 lbs); Shear (lbs) (lbs) ; ,,, ,. Stiffeners Stiffeners,.. 1102 3 s 2,380 140 1;220885 1,935 N A 9W � 2 2 6 : , ,. 167 1 330 980 2145N.A.. 2 7'..:.t7.3,175,)..,...4...;„:183.1 330 1 035 2,410 NA...,: 110 . ,. r 25 3;015 238 1 560 885 s 1,935 :•2,295 :` 210.;,•':';'2.8...',.,:.'; 3;620 283 ` 11 J1-1§.5.,:;.,:,.'.. 980 '2;145 2,505 :''; � " :_ 230__ 3 0 .4;015.. . ;:,'310 • _ 1A655 ,1 035 ` :-2;410 ;': 2,765:: . 36 560 4 0 9 500.0 30 6180 419 _ 1;705 `1080 . 2,460 2,815 > , 636 .2,0501 265 ...3,000;"„';:'.:4'...:::-.3A75'.•::•,. 1102 8 3;565 351 '-1,860$85,`..,''''..1;935:!..'•j;.'..--'.':".';2,295:•::.: ':210 31 4;280 , 415 1;945 980 ` 2;145 •2 505 :.. 230 3 3 4,755 454 1;945 t: 1,035 '2,410'2,765 r: 360 : 7335 , 612 19551,080 2;460 . :.2 815 `.; 560 4.2 1.1.',275.0.,.....'.";`..926:,...,.,....•,:.,.....L.2;390 '11;265 .. 3;000..:3,475. .. ":;',..210'f ''..!'':' 3 3 ;Y ,, 4;895 r; 566 . , .52:;190 980 r3 '" 2;145 r:;.:::',:2,505.,..-, ; 230,'1..5:.,c'.,.',` -'i.,:;, -';5',.440'.:i.2.::":1: -!.;.?...,'.....i....618_ 2,190 .::i. •.:: :1.0i7,1:.,035:7.;::'...:::,.... , f, 2;410 ;: 2,765 360 `, . 3.5 .8,405830 2190 1 080.2,460:::,c..":.:',';2815 560 4.5 _ .-2,71 , � ..12,925 :...'.1,252 ',.: a • -2,710,'',..v.;.1 ;265.:i.:..-...... .. 3,000:.;!3,475 (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. General Notes • Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending ICC ESR -1153 and these increases are reflected in span tables. • The following formulas approximate the uniform load deflection of o (inches): For For TX® 110, 210, 230, and 360 Joists TJI® 560 Joists = 22.5 wLa + 2.67 wL2 EI d x 105 = 22.5 wLa + 2.29 wL2 EI dx105 w = uniform load in pounds per linear foot L = span in feet d = out -to -out depth of the joist in inches El = value from table above Joists are unstable until. braided laterally Bracing Includes: • Blocking • Hangers •.Rim Board • Sheathing .,. • Rim Joist • Strut Lines .. TJI® joists are intended for dry -use applications Material Weights (Include TJI® weights in dead load calculations -see Design Properties table at left for joist weights) Floor Panels Southern Pine 'fz' plywood 1.7 psf 5%" plywood 2.0 psf W plywood 2.5 psf. 11/2" plywood 3.8 psf OSB 1.8 psf 543" OSB 2.2 psf 3/a' OSB 2.7 psf 7/e" OSB 3.1 psf 11/2" OSB 4.1 psf Based on: Southern pine - 40 pct for plywood, 44 pcf for OSB Roofing _ Asphalt shingles 2.5 psf Wood shingles 2.0p sf Clay tile 9.0 to 14.0 psf Slate (ark" thick) 15.0 psf Roll or Batt Insulation (1" thick): Rock wool 0.2 psf Glass wool 0.1 psf Floor Finishes Hardwood (nominal 1") 4.0 psf Sheet vinyl 0.5 psf Carpet and pad 1.0 psf 3/a" ceramic or quarry tile 10.0 psf Concrete: Regular (1°) 12.0 psf Lightweight (14) 8.0 to 10.0 psf Gypsum concrete (3/a") 6.5 psf Ceilings Acoustical fiber tile 1.0 psf '/z" gypsum board 2,f %" gypsumboard 2.8 psf Plaster (1" thick) 8.0 psf ARMING Lack of concern for,groper•bracing during construction can rrr result in serious accidents Under'normal condltions it the 'vu1ESwY foliowingfguidelines are ohserved, accidents will,be avoided IL locking;, anger,,,rirr boa s and rim Joists at the end supports of the ljoistsUS bb dorpleelyfnstallred and properly riaiied afefel-strerrgtf k ; race end wall or an existinpdebiomust, be estati she tat the ends'of i ;bay This can also be accomplished by a temporary or B �`alient deck; fiieath n ante .ed to the f rst 4 feet;of )oi§ts et the endof BEAM CALCULATIONS DATE: PROJECT: BEAM LOCATION: SPAN = L = / FEET 3 761.5 -r.S BY: Bruce S MacVeigh,. P.E. 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 DL = /s PSF LL = '° PSF THEREFORE TL = 5-5— PSF w = TL x width contrib. area = 77' ' PLF 5-S` ' ,/ MDES. (UNIF. LOAD) = w x L2/8 7.1,3 MDES. (POINT LOAD) = (( FT # FT # FT # IN# / X)/Lx P)xXFT# FT # FT # IN # BEAM OR JOIST TYPE : /4i�l � GRADE: 1)'' _ Fb = X7-5- PSI 2" x/0 (Min. S Redd = S=bxd2/6 IN3= .= ?/, c?' IN3 THEREFORE: McAP = S . Fb = IN # McAP. _ 2i/3g, r7S� = /67/6 IN# GREATER THAN MDEs. = J ca 4a IN # REQUIRED THEREFORE OKAY lia Lv�4 T/c'i/ / 2 /-744,.e L U/`/DE;€ PE-r/4C%'L ' e� (PE ALL Z 7317/. / S !'a5/C'® Pi) 1' 4-4 4Pr�.&1 ,U' EL 0 77/4 L/,X✓.4a 2. A. NO/2 14.1& ',a/2Late Gs O 7/i E ,b aas-! L SCC T/ 0.4,/s a'.+, L ' C 1.0 w .ti✓ As vrsl� 2 7 a� mss' c ' p . u 7- ,FE.12 G ' ere:, -7 Lam` } Y.- .,5—i //3'? G.4' Ii 4 S "7a6,E�� 4e .477',lvigTS .9A/Q ,9JG c 4e -p -v q zz,y WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 11.0.1 giovanishear.wsw Project Information DESIGN SETTINGS Nov. 1, 2017 07:47:38 Design Code Wind Standard Seismic Standard IBC 2015/AWC SDPWS 2015 ASCE 7-10 Directional (All heights)ASCE 7-10 Load Combinations For Design (ASD) For Deflection (Strength) 0.70 Seismic 1.00 Seismic 0.60 Wind 1.00 Wind Building Code Capacity Modification Wind Seismic 1.00 1.00 Service Conditions and Load Duration Duration Temperature Moisture Content Factor Range Fabrication Service 1.60 T<=100F 15% dry 10% dry Max Shearwall Offset [ft] Plan Elevation (within story) (between stories) 0.50 0.83 Maximum Height -to -width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - - - Ignore non -wood -panel shear resistance contribution... Wind Seismic Never Never Collector forces based on... Hold-downs Applied loads Drag struts Applied loads Shearwall Relative Rigidity: Deflection -based stiffness of wall segments Perforated shearwall Co factor: SDPWS Equation 4 .3-5 Non -identical materials and construction on the shearline: Allowed, except for material type Deflection Equation: 3 -term from SDPWS 4.2-1 Drift limit for wind design: 1 / 500 story height SITE INFORMATION Wind ASCE 7-10 Directional (All heights) Seismic ASCE 7-10 12.8 Equivalent Lateral Force Procedure Design Wind Speed 130 mph Serviceability Wind Speed 100 mph Exposure Exposure C Enclosure Enclosed Min Wind Loads: Walls 16 psf Roofs 8 psf Risk Category Structure Type Building System Design Category Site Class Category I1 Regular Bearing Wall D D - All others Spectral Response Acceleration S1: 0.400g Ss: 0.750g Topographic Information [ft] Shape Height Length - - - Site Location: - Fundamental Period T Used Approximate Ta Maximum T E -W 0.197s 0.197s 0.276s N -S 0.197s 0.197s 0.276s Elev: Oft Avg Air density: 0.0765 lb/cu ft Rigid building - Static analysis Response Factor R 6.50 6.50 Case 2 E -W loads N -S loads Eccentricity (%) 15 15 Loaded at 75% Fa: 1.20 Fv: 1.60 1 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN giovanishear.wsw Level 1 of 2 0) 217.4 — 263.8 145.9 — 217, 0.0 L 9 2 • 63473 G fb i '0 "r),', bo 170 WoodWorks® Shearwalls 11.0.1 263.8 — 210.2 10. 210.2 — 145.9 C&C 44.1 / 54.4/ ■ --ter ��• ■ D-1 ASB 00,7 0' Ai• as(S, s U'G • S''7 Q 76, 77 JQ 0 N ,. 14D-1533 A-1 r+ cri rn 0 B-1 as C&C 40.0./ 49.3 9 2 — 0.0 Nov. 1, 2017 07:35:50 60' 55' 50' 45' 40' 35' 30' 25' 20' 15' 10' 5' •c' N M 3 204.7 — 22zzu.0 — 247.6 247.6 — 2262,26.1 — 223. -10' -5' 0' 5' --- Factored shearline force (lbs) • Factored holddown force (lbs) • C Compression force exists ■ Vertical element required, 223 0 fr 1 — 0.0 23.0 — 201.6 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' Unfactored applied shear load (plf) O—(8) Unfactored dead load (plf,lbs) 0--E Unfactored uplift wind load (plf,lbs) ---11 Applied point load or discontinuous shearline force (lbs) Loads: Directional Case 1 Wind (W); Forces: 0.6W + 0.6D; Flexible distribution 0' -5' -10' -15' WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN giovanishear.wsw WoodWorks® Shearwalls 11.0.1 Level 2 of 2 131.2 - 92.3 0.0 68.7 -- 185.4 185. 185.4 - 68.7 mow. q I� 8:a1504 C' rSQ C D-1 700 C' GQ O ni 0 Nov. 1, 2017 07:35:50 60' 55' 50' 45' 40' 35' 30' 25' 20' 15' 10' 5' 0 0 m 1M x001504 V 0.0 - 3 8 69 92.3 - 131.2 131.2 - 92.3 z:% .4- 0.0 64.0 - 47.3 O 0 M -10' -5' 0' 5' 10' 15' 20' 25' . 30' 35' 40' 45' 50' 55' Factored shearline force (lbs) til Unfactored applied shear load (plf) Factored-holddown force (lbs) O-® Unfactored dead load (plf,lbs) • C Compression force exists 0-0 Unfactored uplift wind load (plf,lbs) ■ Vertical element required Applied point load or discontinuous shearline force (lbs) Loads: Directional Case 1 Wind (W); Forces: 0.6W + 0.6D; Flexible distribution 0' -5' -10' -15' WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 Structural Data STORY INFORMATION BLOCK and ROOF INFORMATION Story Elev [ft] Floor/Ceiling Depth [in] Wall Height [ft] Hold-down Length subject to shrinkage [in] Bolt length [in] Ceiling Level2 Levell Foundation 20.67 12.67 2.83 2.00 0.0 10.0 10.0 8.00 9.00 13.8 13.8 14.5 14.5 BLOCK and ROOF INFORMATION Block Dimensions [ft] Face Type Roof Panels Slope Overhang [ft] Block 1 1 Story N -S Ridge Location X,Y = 0.00 0.00 North Gable 90.0 1.00 Extent X,Y = 22.00 10.00 South Hip 30.0 1.00 Ridge X Location, Offset 11.00 0.00 East Side 20.2 1.00 Ridge Elevation, Height 16.71 4.04 West Side 20.2 1.00 Block 2 1 Story E -W Ridge Location X,Y = 0.00 10.00 North Side 30.0 1.00 Extent X,Y = 44.00 14.00 South Side 30.0 1.00 Ridge Y Location, Offset 17.00 0.00 East Hip 70.0 0.21 Ridge Elevation, Height 16.71 4.04 West Hip 70.0 0.21 Block 3 2 Story E -W Ridge Location X,Y = 0.00 24.00 North Side 30.0 1.00 Extent X,Y = 44.00 23.00 South Side 30.0 1.00 Ridge Y Location, Offset 35.50 0.00 East Hip 30.0 1.00 Ridge Elevation, Height 27.31 6.64 West Hip 30.0 1.00 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 SHEATHING MATERIALS by WALL GROUP Grp Surf Material Ratng Sheathing Thick in GU in Ply Or Gvtv lbs/in Size Fasteners Type Df Eg in Fd in Bk Apply Notes 1 2 Ext Ext Struct Sh OSB Struct Sh OSB 24/16 24/16 7/16 7/16 - - 3 3 Horz Horz 83500 83500 8d 8d Nail Nail N N 4 6 6 6 Y Y 2,3 3 Grp — WaII Design Group number, used to reference wall in other. tables Surf — Exterior or interior surface when applied to exterior wall Ratng — Span rating, see SDPWS Table C4.2.2.2C Thick — Nominal panel thickness GU - Gypsum underlay thickness Ply — Number of plies (or layers) in construction of plywood sheets Or— Orientation of longer dimension of sheathing panels Gvtv — Shear stiffness in Ib/in. of depth from SDPWS Tables C4.2.2A-B Type — Fastener type from SDPWS Tables 4.3A -D: Nail — common wire nail for structural panels and lumber, cooler or gypsum wallboard nail for GWB, plasterboard nail for gypsum lath, galvanised nail for gypsum sheathing; Box - box nail; Casing — casing nail; Roof — roofing nail; Screw — drywall screw Size - Common, box, and casing nails: refer to SDPWS Table Al (casing sizes = box sizes). Gauges: 11 ga = 0.120"x 1-3/4" (gypsum sheathing, 25/32" fiberboard ), 1-1/2 (lath & plaster, 1/2" fiberboard); 13 ga plasterboard = 0.92"x 1- 1/8". Cooler or gypsum wallboard nail: 5d = .086" x 1-5/8'; 6d = .092" x 1-7/8'; 8d = .113"x 2-3/8'; 6/8d = 6d base ply, 8d face ply for 2 -ply GWB. Drywall screws: No. 6, 1-1/4" long. 5/8" gypsum sheathing can also use 6d cooler or GWB nail Df — Deformed nails ( threaded or spiral), with increased withdrawal capacity Eg — Panel edge fastener spacing Fd — Field spacing interior to panels Bk — Sheathing is nailed to blocking at all panel edges; Y(es) or N(o) Apply Notes — Notes below table legend which apply to sheathing side Notes: . 2. Framing at adjoining panel edges must be 3" nominal or wider with staggered nailing according to SDPWS 4.3.7.1.4 3. Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. See SDPWS T4.3A Note 2. FRAMING MATERIALS and STANDARD WALL by WALL GROUP Wall Species Grade b d Spcg SG E Standard Wall Grp in in in psiA6 1 D.Fir-L Stud 1.50 5.50 16 0.50 1.40 Exterior Segmented 2 D.Fir-L Stud 1.50 5.50 16 0.50 1.40 Wall Grp — Wall Design Group b — Stud breadth (thickness) d — Stud depth (width) Spcg — Maximum on -centre spacing of studs for design, actual spacing may be less. SG — Specific gravity E — Modulus of elasticity Standard Wall - Standard wall designed as group. Notes: Check manufacture requirements for stud size, grade and specific gravity (G) for all shearwall hold-downs. 3 WoodWorks® Shearwalls SHEARLINE, WALL and OPENING DIMENSIONS giovanishear.wsw .Nov. 1, 2017 07:47:38 North -south Shearlines Type Wall Group Location X [ft] Extent [ft] Start End Length [ft] FHS [ft] Aspect Ratio Height [ft] Line 1 Level 2 Line 1 2 0.00 24.00 47.00 23.00 11.00 - 8.00 wall 1-1 Seg 2 0.00 24.00 47.00 23.00 11.00 - - Segment 1 - - 24.00 28.50 4.50 - 1.78 - Opening 1 - - 28.50 32.50 4.00 - - 7.00 Segment 2 - - 32.50 39.00 6.50 - 1.23 - Opening 2 - - 39.00 45.00 6.00 - 7.00 Segment 3 - - 45.00 47.00 2.00 - 4.00 - Level 1 Line 1 1 0.00 0.00 47.00 47.00 38.50 - 9.00 Wall 1-1 Seg 1 0.00 0.00 10.00 10.00 10.00 0.90 - Wall 1-2 Seg 1 0.00 10.00 24.00 14.00 9.50 - - Segment 1 - - 10.00 19.50 9.50 - 0.95 - Opening 1 - - 19.50 22.50 3.00 - - 7.00 Segment 2 - - 22.50 24.00 1.50 - 6.00 - Wall 1-3 Seg 1 0.00 24.00 47.00 23.00 19.00 - Segment 1 - - 24.00 27.00 3.00 - 3.00 - Opening 1 - - 27.00 31.00 4.00 - - 7.00 Segment 2 - - 31.00 47.00 16.00 - 0.56 - Line 2 Level 1 Line 2 1 22.00 0.00. 47.00 47.00 19.00 - 9.00 Wall 2-1 Seg 1 22.00 0.00 10.00 10.00 10.00 0.90 - Wall 2-2 Seg 1 22.00 10.00 24.00 14.00 9.00 - - Segment 1 - - 10.00 19.00 9.00 - 1.00 - Opening 1 - -, 19.00 21.50 2.50 - - 7.00 Segment 2 - - 21.50 24.00 2.50 - 3.60 - Line 3 Level 2 Line 3 2 44.00. 24.00 47.00 23.00 17.00 - 8.00 Wall 3-1 Seg 2 44.00 24.00 47.00 23.00 17.00 - - Segment 1 - - 24.00 38.00 14.00 - 0.57 - Opening 1 - - 38.00 44.00 6.00 - - 7.00 Segment 2 - - 44.00 47.00 3.00 - 2.67 - Level 1 Line 3 1 44.00 10.00 47.00 37.00 14.50 - 9.00 Wall 3-1 Seg 1 44.00 10.00 24.00 14.00 4.00 - -. Segment 1 - - 10.00 12.00 2.00 - 4.50 - Opening 1 - - 12.00 17.00 5.00 - - 7.00 Segment 2 - - 17.00 21.00 4.00 - 2.25 - Opening 2 - - 21.00 23.00 2.00 - - 7.00 Segment 3 - - 23.00 24.00 1.00 - 9.00 - Wall 3-2 Seg 1 44.00 24.00 47.00 23.00 10.50 - - Segment 1 - - 24.00 30.50 6.50 - 1.38 - Opening 1 - - 30.50 35.50 5.00 - - 7.00 Segment 2 - - 35.50 38.00 2.50 - 3.60 - Opening 2 - 38.00 43.00 5.00 - - 7.00 Segment 3 - - 43.00 47.00 4.00 - 2.25 - East -west Type Wali Location Extent [ft] Length FHS Aspect Height Shearlines - Group Y [ft] Start End [ftJ [ft] Ratio [ft] Line A Level 1 Line A 1 0.00 0.00 22.00 22.00 3.50 - 9.00 Wall A-1 Seg 1 0.00 0.00 22.00 22.00 3.50 - - Segment 1 - - 0.00 2.50 2.50 - 3.60 - Opening 1 - - 2.50 18.50 16.00 - - 7.00 Segment 2 - - 18.50 22.00 3.50 - 2.57 - Line B Level 1 Line B 1 10.00 0.00 44.00 44.00 0.00 - 9.00 Wall B-1 Seg 1 10.00 22.00 44.00 22.00 0.00 - - Segment 1 - - 22.00 24.50 2.50 - 3.60 - Opening 1 - - 24.50 41.50 17.00 - . - 7.00 Segment 2 - - 41.50 44.00 2.50 - 3.60 - Line C Level 2 Line C 2 24.00 .0.00 44.00 44.00 24.00 . - 8.00 Wall C-1 Seg 2 24.00 0.00 44.00 44.00 24.00 - - Segment 1 - - 0.00 3.00 3.00 - 2.67 - 4 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 SHEARLINE, WALL and OPENING DIMENSIONS (continued) Opening 1 Segment 2 Opening 2 Segment 3 Opening 3 Segment 4 Opening 4 Segment 5 Level 1 Line C Wall C-1 Segment 1 Opening 1 Segment 2 Line D Level 2 Line D Wall D-1 Segment 1 Opening 1 Segment 2• Opening 2 Segment 3 Opening 3 Segment 4 Level 1 Line D Wall 0-1 Seg Segment 1 Opening 1 Segment 2 Opening 2 Segment 3 Opening 3 Segment 4 Opening 4 Segment 5 - 3.00 7.00 4.00 - - 7.00 13:00 6.00 - - 13.00 17.00 4.00 - 17.00 25.00 8.00 25.00 31.00 6.00 31.00 35.50 4.50 35.50 41.50 6.00 - - 41.50 44.00 2.50 - 1 24.00 0.00 44.00. 44.00 19.00 Seg 1 24.00 0.00 22.00 22.00 19.00 - 0.00 10.50 10.50 - 0.86 10.50 13.50 3.00 - 13.50 22.00 8.50 - 1.06 1.33 1.00 1.78 3.20 2 47.00 0.00 44.00 44.00 26.00 Seg 2 47.00 0.00 44.00 44.00 26.00 - - 0.00 6.50 6.50 - 1.23 6.50 12.50 6.00 - - - - 12.50 18.00 5.50 - 1.45 - 18.00 24.00 6.00 - - - - 24.00 32.50 8.50 - 0.94 - 32.50 38.50 6.00 - _ - - 38.50 44.00 5.50 - 1..45 47.00 47.00 0.00 44.00 44.00 16.00 - 0.00 44.00 44.00 16.00 - 0.00 2.00 2.00 - 4 50 2.00 7.00 5.00 - - 7.00 11.00 4.00 - 2 25 11.00 26.00 15.00 - - 26.00 32.00 6.00 - 1 50 32.00 35.00 3.00 - - 35.00 38.00 3.00 - 3..00 38.00 41.00 3:00 - - 41.00 44.00 3.00 - 3 00 Legend: Type - Seg = segmented, Prf = perforated, NSW = non-shearwall Location - Dimension perpendicular to wall FHS - Length of full -height sheathing used to resist shear force. For perforated walls, 4.3.4.3 Aspect Ratio - Ratio of wall height to segment length (h/bs) Wall Group - Wall design group defined in Sheathing and Framing Materials tables, where it shows associated Standard Wall 7.00 7.00 7.00 7.00 9.00 7.00 8.00 7.00 7.00 7.00 9.00 7.00 7.00 7.00 7.00 it is based on the factored segments Li defined in SDPWS 5 • WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 WIND SHEAR LOADS (as entered or generated) Level 2 Block F Element Loads Magnitude Trib Load Wnd Surf Prof Location [ft] [Ibs,plf,psf] Ht Case Dir Dir Start End Start End [ft] Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 Block 3 W L Roof 41 L Roof W Wall W Wall W R Roof W R Roof E L Roof E L Roof E Wall E Wall E R Roof E R Roof W L Roof W L Roof W Wall W Wall W R Roof W R Roof E L Roof E L Roof E Wall E Wall E R Roof E R Roof S L Roof S L Roof S Wall S Wall S Ctr Roof S Ctr Roof 5 R Roof S R Roof N L Roof N L Roof N Wall N Wall N Ctr Roof N Ctr Roof N R Roof N R Roof S L Roof S L Roof S Wall S Wall S Ctr Roof S Ctr Roof S R Roof S R Roof N L Roof N L Roof N Wall N Wall N Ctr Roof N Ctr Roof N R Roof N R Roof Level 1 Block F Element 1 W ->E Wind Line 23.00 35.50 0.0 42.3 Min 41->E, Wind Line 23.00 35.50 0.0 20.9 1 W ->E Wind Line 24.00 47.00 88.9 Min W ->E Wind Line 24.00 47.00 32.0 1 W ->E Wind Line 35.50 48.00 42.3 0.0 Min W ->E Wind Line 35.50 48.00 28.9 0.0 1 W ->E Lee Line 23.00 35.50 0.0 126.8 Min W ->E Lee Line 23.00 35.50 0.0 28.9 Min W ->E Lee Line 24.00 47.00 32.0 1 W ->E Lee Line 24.00 47.00 37.2 Min W ->E Lee Line 35.50 48.00 28.9 0.0 1 W ->E Lee Line 35.50 48.00 126.8 0.0 Min E ->W Lee Line 23.00 35.50 0.0 28.9 1 E ->W Lee Line 23.00 35.50 0.0 126.8 1 E ->W Lee Line 24.00 47.00 37.2 Min E ->W Lee Line 24.00 47.00 32.0 1 E ->W Lee Line 35.50 48.00 126.8 0.0 Min E ->W Lee Line 35.50 48.00 . 28.9 0.0 1 E ->W Wind Line 23.00 35.50 0.0 42.3 Min E ->W Wind Line 23.00 35.50 0.0 28.9 Min E ->W Wind Line 24.00 47.00 32.0 1 E ->W Wind Line 24.00 47.00 88.9 Min E ->W Wind Line 35.50 48.00 28.9 0.0 1 E ->W Wind Line 35.50 48.00 42.3 0.0 1 S ->N Wind Line -1.00 11.50 0.0 42.3 Min S ->N Wind Line -1.00 11.50 0.0 28.9 1 S ->N Wind Line 0.00 44.00 88.9. Min S ->N, Wind Line 0.00 44.00 32.0 1 S ->N Wind Line 11.50 32.50 42.3 Min S ->N Wind Line 11.50 32.50 28.9 1 3->W aaind Line 32.50 45.09 42.3 0.0 Min S ->N Wind Line 32.50 45.00 28.9 0.0 Min S ->N Lee Line -1.00 11.50 0.0 28.9 1 S ->N Lee Line -1.00 11.50 0.0 126.8 1 S ->N Lee Line 0.00 44.00 58.6 Min S ->N Lee Line 0.00 44.00 32.0 Min S ->N Lee Line 11.50 32.50 28.9 1 S ->N Lee Line 11.50 32.50 126.8 Min S ->N Lee Line 32.50 45.00 28.9 0.0 1 S ->N Lee Line 32.50 45.00 126.8 0.0 Min N ->S Lee Line -1.00 11.50 0.0 28.9 1 N ->S Lee Line -1.00 11.50 0.0 126.8 Min N ->S Lee Line 0.00 44.00 32.0 1 N ->S Lee Line 0.00 44.00 58.6 1 N ->S Lee Line 11.50 32.50 126.8 Min N ->S Lee Line 11.50 32.50 28.9 1 N ->S Lee Line 32.50 45.00 126.8 0.0 Min N ->S Lee Line 32.50 45.00 28.9 0.0 1 N ->S Wind Line -1.00 11.50 0.0 42.3 Min N ->S Wind Line -1.00 11.50 0.0 28.9 Min N ->S Wind Line 0.00 44.00 32.0 1 N ->S Wind Line 0.00 44.00 88.9 Min N ->S Wind Line 11.50 32.50 28.9 1 N ->S Wind Line 11.50 32.50 42.3 Min N ->S Wind Line 32.50 45.00 28.9 0.0 1 N ->S Wind Line 32.50 45.00 42.3 0.0 Magnitude Trib Load Wnd Surf Prof Location [ft] [Ibs,plf,psf] Ht Case Dir Dir Start End Start End [ft] Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 W L Roof W L Roof W Wall W Wall W Ctr Roof W Ctr Roof E L Roof E L Roof 1 W ->E Wind Line -0.64 7.00 -0.0 -6.3 Min W ->E Wind Line -0.64 7.00 0.0 17.6 1 W ->E Wind Line . 0.00 10.00 113.2 Min W ->E Wind Line 0.00 10.00 42.7 Min W ->E Wind Line 7.00 11.00 17.6 1 W ->E Wind Line 7.00 11.00 -6.3 1 W ->E Lee Line -0.64 7.00 0.0 70.2 Min W ->E Lee Line -0.64 7.00 0.0 17.6 6 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 WIND SHEAR LOADS (as entered or genera ted) (continued) E Wall E Wali E Ctr Roof E Ctr Roof W L Roof W L Roof W Wall W Wall W Ctr Roof W Ctr Roof E L Roof E L Roof E Wall E Wall E Ctr Roof E Ctr Roof S L Roof S L Roof S Wall S Wall S R Roof S R Roof N L Gable N L Gable N R Gable N R Gable S L Roof S L Roof S Wall S Wall S R Roof S R Roof N L Gable N L Gable N R Gable N R Gable Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 Block 2 W L Roof W L Roof W Wall W Wall W R Roof W R Roof E L Roof E L Roof E Wall E Wall E R Roof E R Roof W L Roof W L Roof W Wall W Wall W R Roof W R Roof E L Roof E L Roof E Wall E Wall E R Roof E R Roof S L Roof S L Roof S Ctr Roof S Ctr Roof S Wall S Wall S R Roof S R Roof N L Roof N L Roof N Ctr Roof N Ctr Roof N R Roof Min W ->E Lee Line 0.00 10.00 42.7 1 W ->E Lee Line 0.00 10.00 41.0 1 W ->E Lee Line 7.00 11.00 70.2 Min W ->E Lee Line 7.00 11.00 17.6 Min E ->W Lee Line -0.64 7.00 0.0 17.6 1 E ->W Lee Line -0.64 7.00 0.0 70.2 1 E ->W Lee Line 0.00 10.00 41.0 Min E ->W Lee Line 0.00 10.00 42.7 1 E ->W Lee Line 7.00 11.00 70.2 Min E ->W Lee Line 7.00 11.00 17.6 Min E ->W Wind Line -0.64 7.00 0.0 17.6 1 E ->W Wind Line -0.64 7.00 -0.0 -6.3 1 E ->W Wind Line 0.00 10.00 113.2 Min E ->W Wind Line 0.00 10.00 42.7 Min E ->W Wind Line 7.00 11.00 17.6 1 E ->W Wind Line 7.00 11.00 -6.3 1 S ->N Wind Line -1.57 11.00 0.0 24.5 Min S ->N Wind Line -1.57 11.00 0.0 37.0 Min S ->N Wind Line 0.00 22.00 42.7 1 S ->N Wind Line 0.00 22.00 113.2 Min S ->N Wind Line 11.00 23.57 37.0 0.0 1 S ->N Wind Line 11.00 23.57 24.5 0.0 Min S ->N Lee Line 0.00 11.00 0.0 32.3 1 S ->N Lee Line 0.00 11.00 0.0 53.6 1 S ->N Lee Line 11.00 22.00 53.6 0.0 Min S ->N Lee Line 11.00 22.00 32.3 0.0 1 N ->S Lee Line -1.57 11.00 0.0 73.5 Min N ->S Lee Line -1.57 11.00 0.0 37.0 Min N ->S Lee Line 0.00 22.00 42.7 1 N ->S Lee Line 0.00 22.00 70.8 1 N ->S Lee Line 11.00 23.57 73.5 0.0 Min N ->S Lee Line 11.00 23.57 37.0 0.0 1 N ->S Wind Line 0.00 11.00 0.0 85.9 Min N ->S Wind Line 0.00 11.00 0.0 32.3 Min N ->S Wind Line 11.00 22.00 32.3 0.0 1 N ->S Wind Line 11.00 22.00 85.9 0.0 Min W ->E Wind Line 9.00 17.00 0.0 18.5 1 W ->E Wind Line 9.00 17.00 0.0 85.8 1 W ->E Wind Line 10.00 24.00 113.2 Min W ->E Wind Line 10.00 24.00 42.7 Min W ->E Wind Line 17.00 25.00 18.5 0.0 1 W ->E Wind Line 17.00 25.00 85.8 0.0 1 W ->E Lee Line 9.00 17.00 0.0 73.5 Min W ->E Lee Line 9.00 17.00 0.0 18.5 1 W ->E Lee Line 10.00 24.00 34.4 Min W ->E Lee Line 10.00 24.00 42.7 Min W ->E Lee Line 17.00 25.00 18.5 0.0 1 W ->E Lee Line 17.00 25.00 73.5 0.0 Mitt E ->W Lee Line 9.00 17.00 0.0 18.5 1 E ->W Lee Line 9.00 17.00 0.0 73.5 Min E ->W Lee Line 10.00 24.00 42.7 1 E ->W Lee Line 10.00 24.00 34.4 Min E ->W Lee Line 17.00 25.00 18.5 0.0 1 E ->W Lee Line 17.00 25.00 73.5 0.0 1 E ->W Wind Line 9.00 17.00 0.0 85.8 Min E ->W Wind Line 9.00 17.00 0.0 18.5 1 E ->W Wind Line 10.00 24.00 113.2 Min E ->W Wind Line 10.00 24.00. 42.7 Min E ->W Wind Line 17.00 25.00 18.5 0.0 1 E ->W Wind Line 17.00 25.00 85.8 0.0 1 S ->N Wind Line -0.21 1.47 0.0 24.5 Min S ->N Wind Line -0.21 1.47 0.0 18.5 Olin S ->m TAind Line 1.47 42.53 18.5 1 S ->N Wind Line 1.47 42.53 24.5 Min S ->N Wind Line 22.00 44.00 42.7 1 S ->N Wind Line 22.00 44.00 113.2 1 S ->N Wind Line 42.53 44.21 24.5 0.0 Min S ->N Wind Line 42.53 44.21 18.5 0.0 Min S ->N Lee Line -0.21 1.47 0.0 18.5 1 S ->N Lee Line -0.21 1.47 0.0 73.5 Min S ->N Lee Line 1.47 42.53 18.5 1 S ->N Lee Line 1.47 42.53 73.5 1 S ->N Lee Line 42.53 44.21 73.5 0.0 7 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 WIND SHEAR LOADS (as entered or generated) (continued) Block 2 N R Roof Block 2 S L Roof Block 2 S L Roof Block 2 S Ctr Roof Block 2 S Ctr Roof Block 2 S Wall Block 2 S Wall Block 2 S R Roof Block 2 S R Roof Block 2 N L Roof Block 2 N L Roof Block 2 N Ctr Roof Block 2 N Ctr Roof Block 2 N RRoof Block 2 N R Roof Min S ->N Lee Line 42.53 44.21 18.5 0.0 Min N ->S Lee Line -0.21 1.47 0.0 18.5 1 N ->S Lee Line -0.21 1.47 0.0 73.5 1 N ->S Lee Line 1.47 42.53 73.5 Min N ->S Lee Line 1.47 42.53 18.5 Min N ->S Lee Line 22.00 44.00 42.7 1 N ->S Lee Line 22.00 44.00 70.8 1 N ->S Lee Line 42.53 44.21 73.5 0.0 Min N ->S Lee Line 42.53 44.21 18.5 0.0 Min N ->S Wind Line -0.21 1.47 0.0 18.5 1 N ->S Wind Line -0.21 1.47 0.0 24.5 1 N ->S Wind Line 1.47 42.53 24.5 Min N ->S Wind Line 1.47 42.53 18.5 1 N ->S Wind Line 42.53 44.21 24.5 0.0 Min N ->S Wind Line 42.53 44.21 18.5 0.0 Block 3 W Wall Min W ->E Wind Line 24.00 47.00 42.7 Block 3 W Wall 1 W ->E Wind Line 24.00 47.00 85.3 Block 3 W Wall 1 W ->E Wind Line 24.00 47.00 113.2 Block 3 W Wall Min W ->E Wind Line 24.00. 47.00 32.0 Block 3 E Wall 1 W ->E Lee Line 24.00 47.00 37.2 Block 3 E Wall Min W ->E Lee Line 24.00 47.00 32.0 Block 3 E Wall Min W ->E Lee Line 24.00 47.00 42.7 Block 3 E Wall 1 W ->E Lee Line 24.00 47.00 49.6 Block 3 W Wall Min E ->W Lee Line 24.00 47.00 42.7 Block 3 W Wall Min E ->W Lee Line 24.00 47.00 ' 32.0 Block 3 W Wall 1 E ->W Lee Line 24.00 47.00 37.2 Block 3 W Wall 1 E ->W Lee Line 24.00 47.00 49.6 Block 3 E Wall 1 E ->W Wind Line 24.00 47.00 113.2 Block 3 E Wall Min E ->W Wind Line 24.00 47.00 42.7 Block 3 E Wall Min E ->W Wind Line 24.00 47.00 32.0 Block 3 E Wall 1 E ->W Wind Line 24.00 47.00 85.3 Block 3 S Wall Min S ->N Wind Line 0.00 44.00 32.0 Block 3 S Wall 1 S ->N Wind Line 0.00 44.00 85.3 Block 3 N Wall 1 S ->N Lee Line 0.00 44.00 78.1 Block 3 N Wall 1 S ->N Lee Line 0.00 44.00 58.6 Block 3 N Wall Min S ->N Lee Line 0.00 44.00 32.0 Block 3 N Wall Min S ->N Lee Line 0.00 44.00 42.7 Block 3 S Wali Min N ->S Lee Line 0.00 44.00 32.0 Block 3 S Wall 1 N ->S Lee Line 0.00 44.00 58.6 Block 3 N Wall 1 N ->S Wind Line 0.00 44.00 85.3 Block 3 N Wall Min N ->S Wind Line 0.00 44.00 42.7 Block 3 N Wall 1 N ->S Wind Line 0.00 44.00 113.2 Block 3 N Wall Min N ->S Wind Line 0.00 44.00 32.0 Legend: Block - Block used in load generation Accum. = loads from one block combined with another Manual = user -entered loads (so no block) F - Building face (north, south, east or west) Element - Building surface on which loads generated or entered Load Case - One of the following: ASCE 7 All Heights: Case 1 or 2 from Fig 27.4-8 or minimum loads from 27.1.5 ASCE 7 Low-rise: Reference comer and Case A or B from Fig 28.4-1 or minimum loads from 28.4.4 Wind Dir - Direction of wind for loads with positive magnitude, also direction of MWFRS. Surf Dir - Windward or leeward side of the building for loads in given direction Prof - Profile (distribution) Location - Start and end points on building element Magnitude - Start = intensity of uniform and point loads or leftmost intensity of trapezoidal load, End = right intensity of trap load Trib Ht - Tributary height of area Toads only Notes: All loads entered by the user OT generated by program are specified (unfactored) loads.The program applies a load factor of 0.60 to wind loads before distributing them to the shearlines. WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 WIND CSC LOADS Block Building Wind Level ( Magnitude [psfj Face Direction I Interior End Zone Block 3. West Windward 2 44.1 54.4 Block 3 East Leeward 2 44.1 54.4 Block 3 West Leeward 2 44.1 54.4 Block 3 East Windward 2 44.1 54.4 Block 3 South Windward. 2 44.1 54.4 Block 3 North Leeward 2 44.1 54.4 Block 3 South Leeward 2 44.1 54.4 Block 3 North Windward 2 44.1 54.4 Block 1 West Windward 1 40.0 49.3 Block 1 East Leeward 1 40.0 49.3 Block 1 West Leeward 1 40.0 49.3 Block 1 East Windward 1 40.0 49.3 Block 1 South Windward 1 40.0 49.3 Block 1 South Leeward 1 40.0 49.3 Block 2 West Windward 1 40.0 49.3 Block 2 East Leeward 1 40.0 49.3 Block 2 West Leeward 1 40.0 49.3 Block 2 East Windward 1 40.0 49.3 Block 2 South Windward 1 40.0 49.3 Block 2 South Leeward 1 40.0 49.3 Block 3 West Windward 1 44.1 54.4 Block 3 East Leeward 1 44.1 54.4 Block 3 West Leeward 1 44.1 54.4 Block 3 East Windward 1 44.1 54.4 Block 3 North Leeward 1 44.1 54.4 Block 3 North Windward 1 44.1 54.4 9 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 BUILDING MASSES Level 2 Force Building Dir Element E -W Roof E -W Roof Magnitude Trib Block Wall Profile Location [ft] [Ibs,plf,psf] Width Line Start End Start End [ft] Block 3 1 Line 23.00 48.00 230.0 230.0 Block 3 3 Line 23.00 48.00 230.0 230.0 N -S Roof Block 3 C Line -1.00 45.00 125.0 125.0 N -S Roof Block 3 D Line. -1.00 45.00 125.0 125.0 Both Wall 1-1 n/a 1 Line 24.00 47.00 40.0 40.0 Both Wall 3-1 n/a 3 Line 24.00 47.00 40.0 40.0 Both Wall C-1 n/a C Line 0.00 44.00 40.0 40.0 Both Wall D-1 n/a D Line 0.00 44.00 40.0 40.0 Level1 Magnitude Trib Force Building Block Wall Profile Location [ft] [Ibs,plf,psf] • Width Dir Element Line - Start End Start End [ft] E -W Roof Block 1 1 Line -1.00 11.00 120.0 120.0 E -W Roof Block 1 2 Line -1.00 11.00 120.0 120.0 E -W Roof Block 2 1 Line 9.00 25.00 222.1 222.1 E -W Roof Block 2 3 Line 9.00 25.00 222.1 222.1 E -W Floor Fl n/a 1 Line 0.00 10.00 110.0 110.0 E -W Floor F2 n/a 1 Line 10.00 47.00 220.0 220.0 Both Wall 1-1 n/a 1 Line 24.00 47.00 40.0 40.0 E -W Floor F1 n/a 2 Line 0.00 10.00 110.0 110.0 E -W Floor F2 n/a 3 Line 10.00 47.00 220.0 220.0 Both Wall 3-1 n/a 3 Line 24.00 47.00 40.0 40.0 N -S Roof Block 1 A Line -1.00 23.00 60.0 60.0 N -S Roof Block 1 B Line -1.00, 23.00 60.0 60.0 N -S Roof Block 2 B Line -0.21 44.21 80.0 80.0 N -S Roof Block 2 C Line -0.21 44.21 80.0 80.0 N -S R Gable Block 1 B Line 0.00 11.00 40.4 0.0 N -S L Gable Block 1 B Line 11.00 22.00 0.0 40.4 N -S Floor Fl n/a A Line 0.00 22.00 235.0 235.0 N -S Floor F2 n/a B Line 22.00 44.00 185.0 185.0 Both Wall C-1 N -S Floor Fl Both Wall D-1 N -S Floor F2 n/a n/a n/a n/a C Line 0.00 44.00 40.0 40.0 D Line 0.00 22.00 235.0 235.0 D Line 0.00 44.00 40.0 40.0 D Line 22.00 44.00 185.0 185.0 Both Wall 1-1 n/a 1 Line 0.00 10.00 45.0 45.0 Both Wall 1-2 n/a 1 Line 10.00 24.00 45.0 45.0 Both Wall 1-3 n/a 1 Line 24.00 47.00 45.0 45.0 Both Wali 2-1 n/a 2 Line 0.00 10.00 45.0 45.0 Both Wall 2-2 n/a 2 Line 10.00 24.00 27.0 27.0 Both Wal]. 3-1 n/a 3 Line 10.00 24.00 45.0 45.0 Both Wali 3-2 n/a 3 Line 24.00 47.00 45.0 45.0 Both Wall A-1 n/a A Line 0.00 22.00 45.0 45.0 Both Wall B-1 n/a B Line 22.00 44.00 45.0 45.0 Both Wall C-1 n/a C Line 0.00 22.00 27.0 27.0 Both Wall D-1 n/a D Line 0.00 44.00 45.0 45.0 Legend: Force Dir - Direction in which the mass is used for seismic load generation, E -W, N -S, or Both Building element - Roof, gable end, wall or floor area used to generate mass, wall line for user -applied masses, Floor F# - refer to Plan View for floor area number Wall line - Shearlinethat equivalent line load is assigned to Location - Start and end points of equivalent line load on wall line Trib Width. - Tributary width; for user applied area loads only 10 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 SEISMIC LOADS Level 2 Force Dir Profile Location [ft] Start End . Mag [Ibs,pif,psf] Start End E -W Line 23.00 24.00 62.7 62.7 E -W Point 24.00 24.00 240 240 E -W Line 24.00 47.00 73.6 73.6 E -W Point 47.00 47.00 240 240 E -W Line 47.00 48.00 62.7 62.7 N -S Line -1.00 0.00 34.1 34.1 N -S Point 0.00 0.00 125 125 N -S Line 0.00 44.00 45.0 45.0 N -S Point 44.00 44.00 125 125 N -S Line 44.00 45.00 34.1 34.1 Level 1 Force Profile Location [ft] Mag [Ibs,plf,psf] Dir Start End Start End E -W Line -1.00 0.00 18.0 18.0 E -W Point 0.00 0.00 74 74 E -W Line 0.00 9.00 41.4 41.4 E -W Line 9.00 10.00 74.8 74.8 E -W Point 10.00 10.00 108 108 E -W Line 10.00 11.00 93.3 93.3 E -W Line 11.00 24.00 75.3 75.3 E -W Point 24.00 24.00 177 177 E -W Line 24.00 25.00 79.3 79.3 E -W Line 25.00 47.00 45.9 45.9 E -W Point 47.00 47.00 281 281 N -S Line -1.00 -0.21 9.0 9.0 N -S Line -0.21 0.00 21.1 21.1 N -S Point 0.00 0.00 228 228 N -S Line 0.00 11.00 71.2 74.3 N -S Line 11.00 22.00 74.3 71.2 N -S Point 22.00 22.00 62 62 N -S Line 22.00 23.00 61.7 61.7 N -S Line 23.00 44.00 52.6 52.6 N -S Point 44.00 44.00 194 194 N -S Line 44.00 44.21 12.0 12.0 Legend: Loads in table can be accumulation of loads from several building masses, so they do not correspond with a particular building element. Location - Start and end of load in direction perpendicular to seismic force direction Notes: All loads entered by the user or generated by program are specified (unfactored) loads.She program applies a load factor of 0.70 and redundancy factor to seismic loads before distributing them to the shearlines. 11 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, .2017 07:47:38 Design Summary SHEARWALL DESIGN Wind Shear Loads, Flexible Diaphragm The following under -capacity shearlines were found: Level 1: 3-2 Level 2: 1-1 Components and Cladding Wind Loads, Out -of -plane Sheathing All shearwalls have sufficient design capacity. Components and Cladding Wind Loads, Nail Withdrawal All shearwalls have sufficient design capacity. Seismic Loads, Flexible Diaphragm All shearwalls have sufficient design capacity. HOLDDOWN DESIGN Wind Loads, Flexible Diaphragm Under -capacity hold-downs were found on the following walls: Level 1: 3-2 Seismic Loads, Flexible Diaphragm All hold-downs have sufficient design capacity. This Design Summary does not include failures that occur due to excessive story drift from ASCE 7 CC1.2 (wind) or 12.12 (seismic). Refer to Story Drift table in this report to verify this design criterion. Refer to the Deflection table for possible issues regarding fastener slippage (SDPWS Table C4.2.2D). 12. WoodWorks® Shearwalls SHEAR RESULTS giovanishear.wsw Nov. 1, 2017 07:47:38 Flexible Diaphragm Wind Design ASCE 7 Directional (All Heights) Loads N -S Shearlines W Gp For Dir ASD Shear Force [pif] v vmax V [lbs] Asp -Cub Int Ext Int Allowable Shear [pif] Ext Co C Cmb V [lbs] Resp. Ratio Line 1 Level 2 Lnl, Lev2 - Both - - 3646 - - - - - - 4004 - Wall 1-1 2^ Both - - 3646 - 1.0 - 364 - - 4004 - Seg. 1 - Both 240.8 - 1084 - 1.0 - 364 - 364 1638 0.66 Seg. 2 - Both 394.2 - 2562 - 1.0 - 364 - 364 2366 1.08* Seg. 3 - Both 0.0 - 0 - 1.0 - 364 - 364 - - Level1 Lnl, Levl - S ->N - - 6739 - - - - - - 20283 - - N ->S - - 6982 - - - - - - 20283 - Wall 1-1 1 S ->N 157.3 - 1573 - 1.0 - 532 - 532 5320 0.30 1 N ->S 145.3 - 1453 - 1.0 - 532 - 532 5320 0.27 Wall 1-2 1 S ->N - - 1345 - ,1.0 - 532 - - 5054 - 1 N ->S - - 1227 - 1.0 - 532 - - 5054 - Seg. 1 - S ->N 141.5 - 1345 - 1.0 - 532 - 532 5054 0.27 - N ->S 129.1 - 1227 - 1.0 - 532 - 532 5054 0.24 Seg. 2 - Both 0.0 - 0 - 1.0 - 532 - 532 - - Wall 1-3 1 S ->N - - 3821 - 1.0 - 532 - - 9909 - 1 N ->S - - 4302 - 1.0 - 532 - - 9909 - Seg. 1 - Both 0.0 - 0 - .88 - 466 - 466 1397 0.00 Seg. 2 - S ->N 238.8 - 3821 - 1.0 - 532 - 532 8512 0.45 - N ->S 268.9 - 4302 - 1.0 - 532 - 532 8512 0.51 Line 2 Ln2, Levl - S ->N - - 5987 - - - - - - 10108 - - N ->S - - 6181 - - - - - - 10108 - Wall 2-1 1 S ->N 335.7 - 3357 - 1.0 - 532 - 532 5320 0.63 1 N ->S 346.2 - 3462 - 1.0 - 532 - 532 5320 0.65 Wall 2-2 1 S ->N - - 2630 - 1.0 - 532 - - 4788 - 1 N ->S - - 2720 - 1.0 - 532 - - 4788 - Seg. 1 - S ->N 292.2 - 2630 - 1.0 - 532 - 532 4788 0.55 - N ->S 302.2 - 2720 - 1.0 - 532 - 532 4788 0.57 Seg. 2 - Both 0.0 - 0 - 1.0 - 532 - 532 - - Line 3 Level 2 Ln3, Lev2 - Both - - 3646 - - - - - - 6097 - Wall 3-1 2 Both - - 3646 - 1.0 - 364 - - 6097 - Seg. 1 - Both 260.4 - 3646 - 1.0 - 364 - 364 5096 0.72 Seg. 2 - Both 0.0 - 0 - .92 - 334 - 334 1001 0.00 Level 1 Ln3, Levl - S ->N - - 6469 - - - - - - 7581 - - N ->S - - 6421 - - - - - - 7581 - Wall 3-1 1 S ->N - - 1403 - 1.0 - 532 - - 2062 - 1 N ->S - - 1255 - 1.0 - 532 - - 2062 - Seg. 1 - Both 0.0 - 0 - 1.0 - 532 - 532 - - Seg. 2 - S ->N 350.7 - 1403 - .97 - 515 - 515 2062 0.68 - N ->S 313.7 - 1255 - .97 - 515 - 515 2062 0.61 Seg. 3 - Both 0.0 - 0 - 1.0 - 532 - 532 - -. Wall 3-2 1 S ->N - - 5067 - 1.0 - 532 - - 5520 - 1^ N ->S - - 5166 - 1.0 - 532 - - 5520 - Seg. 1 - S ->N 563.5 - 3663 - 1.0 - 532 - 532 3458 1.06* - N ->S 601.1 - 3907 - 1.0 - 532 - 532 3458 1.13* Seg. 2 - Both 0.0 - 0 - 1.0 - 532 - 532 - - Seg. 3 - S ->N 351.0 - 1404 - .97 - 515 - 515 2062 0.68 - N ->S 314.8 - 1259 - .97 - 515 - 515 2062 0.61 E -W W For ASD Shear Force [plf] Asp -Cub Allowable Shear [plf] Resp. Shearlines Gp Dir v vmax V l[lbs] Int Ext Int Ext Co C Cmb V [lbs] Ratio Line A Level 1 LnA, Levl - Both - - 1533 - - - - - - 1729 - Wall A-1 1 Both - - 1533 1.0 - 532 - - 1729 - Seg. 1 - Both 0.0 0 - 1.0 - 532 - 532 - - Seg. 2 - Both 437.9 - 1533 - .93 - 494 - 494 1729 0.89 Line C Level 2 LnC, Lev2 - Both - - 1504 - - - - - - 8509 - Wall C-1 2 Both - - 1504 - 1.0 - 364 - - 8509 - Seg. 1 - Both 0.0 - 0 - .92 - 334 - 334 1001 0.00 13 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 SHEAR RESULTS (flexible wind design, continued Seg. 2 Seg. 3 Seg. 4 Seg. 5 Level 1 LnC, Levl Wall C-1 Seg. 1 - - - - - 1 - - Both Both Both Both Both Both W ->E E ->W 62.0 141.5 0.0 0.0 - - 310.6 296.6 - 372 - 1132 - 0 - 0 - 5170 - 5170 - 3261 - 3114 - 1.0 - 1.0 - 1.0 . - .85 - - - 1.0 - 1.0 - 1.0 - 364 - - 364 - - 369 - - 309 - - - - - 532 - - 532 - - 532 - 364 364 - 364 309 - - 532 532 2184 2912 1638 774 10108 10108 5586 5586 0.17 0.39 0.00 0.00 - - 0.58 0.56 Seg. 2 - W ->E 224.6 - 1909 - 1.0 - 532 - 532 4522 0.42 - E ->W 241.8 - 2056 - 1.0 - 532 - 532 4522 0.45 Line D Level 2 LnD, Lev2 - Both - - 1504 - - - - - - 9464 - Wall D-1 2 Both - - 1504 - 1.0 - 364 - - 9464 - Seg. 1 - Both 55.1 - 358 - 1.0 - 364 - 364 2366 0.15 Seg. 2 - Both 7.7 - 42 - 1.0 - 364 - 364 2002 0.02 Seg. 3 - Both 124.9 - 1062 - 1.0 - 364 - 364 3094 0.34 Seg. 4 - Both 7.7 - 42 - 1.0 - 364 - 364 2002 0.02 Level 1 LnD, Levl - Both - - 3473 - - - - - - 8047 - Wa11 0-1 1 Both - - 3473 - 1.0 - 532 - - 8047 - Seg. 1 - Both 0.0 - 0 - 1.0 - 532 - 532 - - Seg. 2 - W ->E 203.5 - 814 - .97 - 515 - 515 2062 0.39 -. E ->W 165.9 - 664 - .97 - 515 - 515 2062 0.32 Seg. 3 - W ->E 394.5 - 2367 - 1.0 - 532 - 532 3192 0.74 - E ->W 393.5 - 2361 - 1.0 - 532 - 532 3192 0.74 Seg. 4 - W ->E 22.7 - 68 -. .88 - 466 - 466 1397 0.05 - E ->W 74.7 - 224 - .88 - 466 - 466 1397 0.16 Seg. 5 - W ->E 74.5 - 223 - .88 - 466 - 466 . 1397 0.16 - E ->W 74.7 - 224 - .88 - 466 - 466 1397 0.16 Legend: W Gp - Wall design group defined in Sheathing and Framing Materials tables, where it shows associated Standard Wall. "^" means that this wall is critical for all walls in the Standard Wall group. For Dir - Direction of wind force along shearline. v - Design shear force on segment = ASD factored shear force per unit FHS vmax - Collector shear force for perforated walls as per SDPWS eqn. 4.3-8 = V/FHS/Co. Full height sheathing (FHS) factored for narrow segments as per 4.3.4.3 V - ASD factored shear force. For shearline: total shearline force. For wall: total of all segments on wall. For segment: force on segment Asp/Cub - For wall: Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2. For segment: Aspect Ratio Factor from SDPWS 4.3.4.2. Int - Unit shear capacity of interior sheathing; Ext - Unit shear capacity of exterior sheathing. For wall: Unfactored. For segment: Include Cub factor and aspect ratio adjustments. Co - Adjustment factor for perforated walls from SDPWS Equation 4.3-5. C - Sheathing combination rule, A = Add capacities, S = Strongest side or twice weakest, G = Stiffness -based using SDPWS 4.3-3. Cmb - Combined interior and exterior unit shear capacity including perforated wall factor Co. V - Total factored shear capacity of shearline, wall or segment. Crit Resp - Response ratio = v/Cmb = design shear force/unit shear capacity. "S" indicates that the wind design criterior was critical in selecting wall. Notes: Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,4. "WARNING - Design capacity has been exceeded. 14 WoodWorks® Shearwalls HOLD-DOWN DESIGN (flexible wind design) Level 1 Tensile ASD Line- Location [ft] Load Holddown Force [lbs] Wall Posit'n XCap Crit Y Case Shear Dead Uplift Cmb'd Hold-down [lbs] Resp. giovanishear.wsw Nov. 1, 2017 07:47:38 Line 1 1-1 L End 0.00 0.12 1 1452 1452 H005-SD52. 5645 0.26 1-1 R End 0.00 9.87 1 1341 1-2 L End 0.00 10.13 1 1341 HDU5-SDS2. 5645 0.24 1-2 L Op 1 0.00 19.38 1 1308 1308 HDU5-SDS2. 5645 0.23 1194 1194 HDU5-SDS2. 5645 0.21 ✓ Elem 0.00 24.13 1 2040 ✓ Elem 0.00 26.88 2040 Refer to upper level 1 1339 1339 Refer to upper level 1-3 R Op 1 0.00 31.13 1 1483 ✓ Elem 0.00 32.62 1 1483 HDU5-SDS2. 5645 0.26 3280 3280 Refer to upper level ✓ Elem 0.00 38.87 1 3280 3280 Refer to upper level 1-3 R End 0.00 46.88 1 2458 Line 2 2958 HDU5-SDS2. 5645 0.44 2-1 L End 22.00 0.12 1 3098 3098 HDU5-SDS2. 5645 0.55 2-1 R End 22.00 9.87 1 3195 2-2 L End 22.00 10.13 1 2705 HDU5-SDS2. 5645 0.57 2705 2705 HDU5-SDS2. 5645 0.48 2-2 L Op 1 22.00 18.88 1 2797 2797 HDU5-SDS2. 5645 0.50 Line 3 3-1 R Op 1 44.00 17.13 1 3366 33660HDU5-SDS2. 5645 0.60 3-1 L Op 2 44.00 20.88 1 3-2 L End 44.00 24.13 1 3011 3011 HDU5-S0S2. 5645 0.53 3-2 L Op 1 44.00 30.38 1 7396 7396 HDU5-SDS2. 5645 1.31* 5626 5626 HDU5-SDS2. 5645 1.00 V Elem 44.00 37.88 1 2121 2121 Refer to upper level 3-2 R Op 2 44.00 43.13 1 3369 3-2 R End 44.00 46.88 1 3369 HDU5-SDS2. 5645 0.60 Line A 3022 3022 HDU5-SDS2. 5645 0.54 A-1 R Op 1 18.63 0.00 1 4244 A-1 R End 21.88 0.00 1 4244 HDU5-SDS2. 5645 0.75 Line C 4244 4244 HDU5-5DS2. 5645 0.75 C-1 L End 0.12 24.00 1 2863 2863 HDU5-SDS2. 5645 0.51 V Elem 7.13 24.00 1 518 C-1 L Op 1 10.38 24.00 1 518 Refer Dto S upper level5 2842 C-1 R Op 1 13.63 24.00 1 2842 HDU5-SDS2. 5645 0.50 1673 1673 HDU5-SDS2. 5645 0.30 V Elem 17.13 24.00 1 1169 C-1 R End 21.88 24.00 1169 Refer upper level 1 2243 2243 HDU5-SDS2. 5 2. 5645 0.40 V Elem 24.88 24.00 1 1169 1169 Refer to Line D upper level V Elem 0.12 47.00 1 458 V Elem 1.88 47.00 1 458 Refer to upper level 57 57 Refer to upper level D-1 R Op 1 7.13 47.00 1 1553 D-1 L Op 2 10.86 47.00 1 1553 HDU5-SDS2. 5645 0.28 1441 1441 HDU5-SDS2. 5645 0.26 D-1 R Op 2 26.13 47.00 1 D-1 L Op 3 31.88 47.00 1 4583 4583 HDU5-SDS2. 5645 0.81 D-1 R Op 3 35.12 47.00 4596 4596 HDU5-SDS2. 5645 0.81 1 94 94 HDU5-SDS2. 5645 0.02 8-1 L Op 4 37.88 47.00 1 683 683 HDU5-SDS2. 5645 0.12 D-1 R Op 4 41.13 47.00 1 D-1 R End 43.88 47.00 1 745 745 HDU5-SDS2. 5645 0.13 798 798 HDU5-SDS2. 5645 0.14 Level 2 Tensile ASD Line- Location [ft] Load Holddown Force [lbs] Cap Wall Posit'n X Y Case Shear Dead Uplift Cmb'd Hold-down[lbs] Rest Line 1p. 1-1 L End 0.00 24.13 1 2040 1-1 L Op 1 0.00 28.38 1 2040 1-1 R Op 1 0.00 32.62 1 3280 1-1 L Op 2 0.00 38.87 1 3280 Line 3 3-1 L End 44.00 24.13 1 2121 3-1 L Op 1 44.00 37.88 1 2121 Line C C-1 R Op 1 7.13 24.00 1 518 C-1 L Op 2 12.88 24.00 1 518 C-1 R Op 2 17.13 24.00 1 1169 C-1 L Op 3 24.88 24.00 1 1169 Line D D-1 L End 0.12 47.00 1 458 D-1 L Op 1 6.38 47.00 1 458 D-1 R Op 1 12.63 47.00 1 64 D-1 L Op 2 17.87 47.00 1 64 0-1 R Op 2 24.13 47.00 1 1030 0-1 L Op 3 32.38 47.00 1 1030 15 2040 HDU5-SDS2. 2040 HDU5-SDS2... 3280 HDU5-SDS2. 3280 HDU5-SDS2. 5645 5645 5645 5645 0.36 0.36 0.58 0.58 2121 HDU5-SDS2. 5645 0.38 2121 HD05-SD52. 5645 0.38 518 HDU5-SDS2. 518 HDU5-SDS2. 1169 HDU5-SDS2. 1169 HDU5-SDS2. 458 HDU5-SDS2. 458 HDU5-SDS2. 64 HDU5-SDS2. 64 HDU5-SDS2. 1030 HDU5-SDS2. 1030 HDU5-SDS2. 5645 5645 5645 5645 5645 5645 5645 5645 5645 5645 0.09 0.09 0.21 0.21 0.08 0.08 0.01 0.01 0.18 0.18 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 HOLD-DOWN DESIGN (flexible wind design, continued) D-1 R Op 3 38.63 47.00 1 D-1 R End 43.88 47.00 1 64 64 64 64 HDU5-SDS2. 5645 0.01 HDU5-SDS2. 5645 0.01 Legend: Line -Wall: At wall or opening — Shearline and wall number At vertical element - Shearline Posit'n - Position of stud that hold-down is attached to: V Elem - Vertical element: column or strengthened studs required where not at wall end or opening LorREnd- Atleftorrightwallend L or R Op n - At left or right side of opening n Location - Co-ordinates in Plan View Load Case - Results are for critical load case: ASCE 7 All Heights: Case 1 or 2 from Fig. 27.4-8 ASCE 7 Low-rise: Windward corner(s) and Case A or B from Fig. 28.4-1 ASCE 7 Minimum loads (27.1.5/28.4.4) Hold-down Forces: Shear — Wind shear overturning component, based on shearline force, factored for ASD by 0.60. For perforated walls, T from SDPWS 4.3-8 is used. Dead — Dead load resisting component, factored for ASD by 0.60 Uplift - Uplift wind load component, factored for ASD by 0,60. For perforated walls, T from SDPWS 4.3-8 is used. Cmb'd - Sum of ASD factored overturning, dead and uplift forces. May also include the uplift force t for perforated walls from SDPWS 4.3.6.2.1 when openings are staggered. Hold-down — Device used from hold-down database Cap — Allowable ASD tension load Crit. Resp. - Critical Response = Combined ASD force /Allowable ASD tension load Notes: Refer to Shear Results table for factor Co, and shearline dimensions table for the sum of Li, used to calculate tension force T for perforated walls from SDPWS 4.3-9. *WARNING - Design capacity has been exceeded. 16 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 DRAG STRUT FORCES (flexible wind design Level 1 Line- Wall Position on Wall or Opening Location [ft] X Y Load Case Drag Strut Force [lbs] ---> <--- Line 1 1-2 Left Opening 1 0.00 19.50 1 121 217. 1-3 Right Opening 1 0.00 31.00 1 1527 1925 Line 2 2-2 Left Opening 1 22.00 19.00 1 3567 3682 Line 3 3-1 Right Opening 1 44.00 17.00 1 1224 1215 3-1 Left Opening 2 44.00 21.00 1 521 654 3-2 Left Opening 1 44.00 30.50 1 1481 1604 3-2 Right Opening 2 44.00 43.00 1 704 565 Line A A-1 Right Opening 1 18.50 0.00 1 1289 1289 LineC C-1 Left Opening 1 10.50 24.00 1 2027 1880 C-1 Right Opening 1 13.50 24.00 1 1675 1528 C-1 Line D Right Wall End 22.00 24.00 1 2585 2585 0-1 Right Opening 1 7.00 47.00 1 552 552 D-1 Left Opening 2 11.00 47.00 1 54 205 D-1 Right Opening 2 26.00 47.00 1 1238 1388 D-1 Left Opening 3 32.00 47.00 1 656 499 D-1 Right Opening 3 35.00 47.00 1 419 262 D-1 Left Opening 4 38.00 47.00 1 250 249 D-1 Right Opening 4 41.00 47.00 1 13 13 Level 2 Drag Strut Line- Position on Wall Location [ft] Load Force [lbs] Wall or Opening X Y Case ---> <--- Line 1 1-1 Left Opening 1 0.00 28.50 1 370 370 1-1 Right Opening 1 0.00 32.50 1 264 264 1-1 Left Opening 2 6.00 39.40 1 1268 1268 Line 3 3-1 Left Opening 1 44.00 38.00 1 1427 1427 Line C C-1 Right Opening 1 7.00 24.00 1 239. 239 C-1 Left Opening 2 13.00 24.00 1 72 72 C-1 Right Opening 2 17.00 24.00 1 209 209 C-1 Left Opening 3 25.00 24.00 I 649 649 Line D D-1 Left Opening 1 6.50 47.00 1 136 136 D-1 Right Opening 1 12.50 47.00 1 69 69 D-1 Left Opening 2 18.00 47.00 1 215 215 D-1 Right Opening 2 24.00 47.00 1 420 420 D-1 Left Opening 3 32.50 47.00 1 351 351 D-1 Right Opening 3 38.50 47.00 1 146 146 Line -Wall - Shearline and wall number Position...- Side of opening or wall end that drag strut is attached to Location - Co-ordinates in Plan View Load Case - Results are for critical load case: ASCE 7 All heights Case 1 or 2 ASCE 7 Low-rise corner; Case A or B Drag strut Force - Axial force in transfer elements at openings and gaps in walls along shearline. Based on ASD factored shearline force (vmax from 4.3.6.4.1.1 for perforated walls) -> Due to shearline force in the west -to -east or south -to -north direction <- Due to shearline force in the east -to -west or north -to -south direction 17 WoodWorks® Shearwalls MWFRS DEFLECTION (flexible wind design) These deflections are used to determine shearwall stiffness for force d(sfri� giovanishear.wsw Nov. 1, 2017 07:47:38 Wall, segment W Gp Dir Srf v pif b ft h ft Bending A Defl sq.in in Ga kips/ in Nail slip Vn en lbs in Shear Defl in Hold Defl in Total Defl in Level 1 Line 1 1-1 1 S ->N Ext 157.3 10.00 9.00 16.5 .004 19.4 177 .028 .073 0.19 0.26 N ->S Ext 145.3 10.00 9.00 16.5 .004 19.4 177 .028 .067 0.19 0.26 1-2,1 1 S ->N Ext 141.5 9.50 9.00 16.5 .004 19.4 177 .028 .066 0.19 0.26 N ->S Ext 129.1 9.50 9.00 16.5 .003 19.4 177 .028 .060 0.19 0.26 1-3,1 1 Both Ext 0.0 3.00 9.00 16.5 .000 19.4 177 .028 .000 0.00 0.00 1-3,2 S ->N Ext 238.8 16.00 9.00 16.5 .004 19.4 177 .028 .111 0.15 0.26 N ->S Ext 268.9 16.00 9.00 16.5 .004 19.4 177 .028 .124 0.13 0.26 Line 2 2-1 1 S ->N Ext 335.7 10.00 9.00 16.5 .008 19.4 177 .028 .155 0.22 0.38 N ->S Ext 346.2 10.00 9.00 16.5 .009 19.4 177 .028 .160 0.22 0.39 2-2,1 1 S ->N 1 292.2 9.00 9.00 16.5 .008 19.4 177 .028 .135 0.24 0.38 N ->S 1 302.2 9.00 9.00 16.5 .008 19.4 177 .028 .140 0.24 0.39 Line 3 3-1,2 1 S ->N Ext 350.7 4.00 9.00 16.5 .022 19.4 . 177 .028 .162 0.56 0.75 N ->S Ext 313.7 4.00 9.00 16.5 .020 19.4 177 .028 .145 0.54 0.71 3-2,1 1 S ->N Ext 563.5 6.50 9.00 16.5 .022 19.4 177 .028 .261 0.46 0.75 N ->S Ext 601.1 6.50 9.00 16.5 .023 19.4 177 .028 .278 0.41 0.71 3-2,3 S ->N Ext 351.0 4.00 9.00 16.5 .022 19.4 177 .028 .162 0.56 0.75 N ->S Ext 314.8 4.00 9.00 16.5 .020 19.4 177 .028 .146 0.54 0.71 Line A A-1,2 1 Both Ext 437.9 3.50 9.00 16.5 .032 19.4 177 .028 .203 0.69 0.92 Line C C-1,1 1 W ->E 1 310.6 10.50 9.00 16.5 .007 19.4 177 .028 .144 0.20 0.36 E ->W 1 296.6 10.50 9.00 16.5 .007 19.4 177 .028 .137 0.21 0.36 C-1,2 W ->E 1 224.6 8.50 9.00 16.5 .007 19.4 177 .028 .104 0.25 0.36 E ->W 1 241.8 8.50 9.00 16.5 .007 19.4 177 .028 .112 0.24 0.36 Line D D-1,2 1 W ->E Ext 203.5 4.00 9.00 16.5 .013 19.4 177 .028 .094 0.52 0.62 E ->W Ext 165.9 4.00 9.00 16.5 .010 19.4 177 .028 .077 0.53 0.62 D-1,3 W ->E Ext 394.5 6.00 9.00 16.5 .017 19.4 177 .028 .183 0.42 0.62 E ->W Ext 393.5 6.00 9.00 16.5 .017 19.4 177 .028 .182 0.42 0.62 D-1,4 W ->E Ext 22.7 3.00 9.00 16.5 .002 19.4 177 .028 .010 0.61 0.62 E ->W Ext 74.7 3.00 9.00 16.5 .006 19.4 177 .028 .035 0.58 0.62 D-1,5 W ->E Ext 74.5 3.00 9.00 16.5 .006 19.4 177 .028 .034 0.58 0.62 E ->W Ext 74.7. 3.00 9.00 16.5 .006 19.4 177 .028 .035 0.58 0.62 Wall, segment W Gp Dir Srf v b h Bending A Defl Ga kips/ Nail slip Vn en Shear Defl Hold Defl Total Defl plf ft ft sq.in in in lbs in in in in Level 2 Linel 1-1,1 2 Both Ext 240.8 4.50 8.00 16.5 .009 13.4 182 .030 .143 0.39 0.55 1-1,2 ttine 3 3-1,1 2 Both Both Ext Ext 394.2 260.4 6.50 14.00 8.00 8.00 16.5 16.5 .011 .003 13.4 13.4 182 182 .030 .030 .235 .155 0.30 0.13 0.55 0.29 3-1,2 Both Ext 0.0 3.00 8.00 16.5 .000 13.4 182 .030 .000 0.00 0.00 Line C C-1,1 .2 Both Ext 0.0 3.00 8.00 16.5 .000 13.4 182 .030 .000 0.00 0.00 C-1,2 Both Ext 62.0 6.00 8.00 16.5 .002 13.4 182 .030 .037 0.25 0.29 C-1,3 Both Ext 141.5 8.00 8.00 16.5 .003 13.4 182 .030 .084 0.20 0.29 C-1,4 Both Ext 0.0 4.50 8.00 16.5 .000 13.4 182 .030 .000 0.00 0.00 C-1,5 Both Ext 0.0 2.50 8.00 16.5 .000 13.4 182 .030 .000 0.00 0.00 Line D D-1,1 2 Both Ext 55.1 6.50 8.00 16.5 .002 13.4 182 .030 .033 0.23 0.26 D-1,2 Both Ext 7.7 5.50 8.00 16.5 .000 13.4 182 .030 .005 0.26 0.26 D-1,3 Both Ext 124.9 8.50 8.00 16.5 .003 13.4 182 .030 .074 0.19 0.26 0-1,4 Both Ext 7.7 5.50 8.00 16.5 .000 13.4 182 .030 .005 0.26 0.26 Wall, segment - Wall and segment between openings, e.g. B-3, 2 = second segment on Wall 3 on Shearline B W Gp - Wall design group defined in Sheathing and Materials tables, where it shows associated Standard Wall. Dir- Force direction Srf - Wall surface, interior or exterior for perimeter walls, 1 or 2 for interior partitions v - ASD shear force per unit distance on wall segment. For perforated walls, vmax from SDPWS 4.3-9 is used, as per 4.3.2.1 b - Width of wall segment between openings. Modified for perforated walls as per SDPWS 4.3.2.1 h - Wall height Defl - Horizontal shearwall deflection due to given term: Bending = 8vh^3 / EAb; A - Cross sectional area of segment end stud(s); E - stud mod. of elasticity in Framing Materials table 18 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 Shear = vh / 1000 Ga. Ga — vw / (vw/ Gt + 0.75 en), from SDPWS Ex. C4.3.2-1; vw — ASD sheathing capacity; Gt — Shear stiffness from SDPWS C4.3.3.2, value is in Sheathing Materials table; en — Nail slip from SDPWS table C4.2.2D; Vn — Shear force per nail along panel edge using vw Hold — Hold-down = da x h / b; refer to Hold-down Displacement table for components of da Total def! = Deflection from bending + shear + hold-down, as per SDPWS C4.3.2-1 19 ti WoodWorks® Shearwalls SERVICEABILITY DEFLECTION (flexible wind design) These deflections are used to determine story drift giovanishear.wsw Nov. 1, 2017 07:47:38 Wall, segment W Gp Dir Srf - v pif b ft h ft Bending A Defl sq.in in Ga kips/ in Nail slip Vn en lbs in Shear Defl in Hold pefl in Total Defl in Level 1 Line 1 1-1 1 S ->N Ext 1.51.9 10.00 9.00 16.5 .004 19.9 175 .027 .069 0.19 0.26 N ->S Ext 139.5 10.00 9.00 16.5 .004 19.9 175 .027 .063 0.19 0.25 1-2,1 1 S ->N Ext 133.6 9.50 9.00 16.5 .004 19.9 175 .027 .061 0.20 0.2.6 N ->S Ext 122.4 9.50 9.00 16.5 .003 19.9 175 .027 .055 0.19 0.25 1-3,1 1 Both Ext 0.0 3.00 9.00 16.5 .000 19.9 175 .027 .000 0.00 0.00 1-3,2 S ->N Ext 241.1 16.00 9.00 16.5 .004 19.9 175 .027 .109 0.15 0.26 N ->S Ext 270.4 16.00 9.00 16.5 .004 19.9 175 .027 .123 0.13 0.25 Line 2 2-1 1 S ->N Ext 328.9 10.00 9.00 16.5 .008 19.9 175 .027 .149 0.22 0.38 N ->S Ext 341.4 10.00 9.00 16.5 .009 19.9 175 .027 .155 0.22 0.38 2-2,1 1 S ->N 1 290.6 9.00 9.00 16.5 .008 19.9 175 .027 .132 0.24 0.38 N ->S 1 298.0 9.00 9.00 16.5 .008 19.9 175 .027 .135 0.24 0.38 Line 3 3-1,2 1 S ->N Ext 299.2 4.00 9.00 16.5 .019 19.9 175 .027 .136 0.58 0.74 N ->S Ext 250.2 4.00 9.00 16.5 .016 19.9 175 .027 .113 0.58 0.71 3-2,1 1 S ->N Ext 608.5 6.50 9.00 16.5 .024 19.9 175 .027 .276 0.44 0.74 N ->S Ext 659.7 6.50 9.00 16.5 .026 19.9 175 .027 .299 0.39 0.71 3-2,3 S ->N Ext 307.0 4.00 9.00 16.5 .019 19.9 175 .027 .139 0.58 0.74 N ->S Ext 260.9 4.00 9.00 16.5 .016 19.9 175 .027 .118 0.57 0.71 LineA A-1,2 1 Both Ext 431.8 3.50 9.00 16.5 .031 19.9 175 .027 .196 0.69 0.91 Line C C-1,1 1 W ->E 1 306.3 10.50 9.00 16.5 .007 19.9 175 .027 .139 0.20 0.35 E ->W 1 292.5 10.50 9.00 16.5 .007 19.9 175 .027 .133 0.21 0.35 C-1,2 W ->E 1 221.5 8.50 9.00 16.5 .007 19.9 175 .027 .100 0.25 0.35 E ->W 1 238.5 8.50 9.00 16.5 .007 19.9 175 .027 .108 0.24 0.35 Line D D-1,2 1 W ->E Ext 200.5 4.00 9.00 16.5 .013 19.9 175 .027 .091 0.51 0.62 E ->W Ext 163.3 4.00 9.00 16.5 .010 19.9 175 .027 .074 0.53 0.61 D-1,3 W ->E Ext 390.5 6.00 9.00 16.5 .016 19.9 175 .027 .177 0.42 0.62 E ->W Ext 393.6 6.00 9.00 16.5 .017 19.9 175 .027 .178 0.42 0.61 D-1,4 W ->E Ext 21.6 3.00 9.00 16.5 .002 19.9 175 .027 .010 0.61 0.62 E ->W Ext 68.3 3.00 9.00 16.5 .006 19.9 175 .027 .031 0.58 0.61 D-1,5 W ->E Ext 71.5 3.00 9.00 16.5 .006 19.9 175 .027 .032 0.58 0.62 E ->W Ext 68.3 3.00 9.00 16.5 .006 19.9 175 .027 .031 0.58 0.61 Wall, segment W Gp Dir Srf v b h Bending A Defl Ga kips/ Nail slip Vn en Shear Defl Hold Defl Total Defl pif ft ft sq.in in in lbs in in in in Level 2 Line 1 1-1,1 2 Both Ext 217.2 4.50 8.00 16.5 .009 13.8 179 .029 .126 0.40 0.54 1-1,2 Both Ext 402.8 6.50 8.00 16.5 .011 13.8 179 .029 .234 0.30 0.54 Line 3 3-1,1 2 Both Ext 256.8 14.00 8.00 16.5 .003 13.8 179 .029 .149 0.13 0.28 3-1,2 Both Ext 0.0 3.00 8.00 16.5 .000 13.8 179 .029 .000 0.00 0.00 Line C C-1,1 2 Both Ext 0.0 3.00 8.00 16.5 .000 13.8 179 .029 .000 0.00 0.00 C-1,2 Both Ext 61.1 6.00 8.00 16.5 .002 13.8 179 .029 .036 0.25 0.29 C-1,3 Both Ext 139.6 8.00 8.00 16.5 .003 13.8 179 .029 .081 0.20 0.29 C-1,4 Both Ext 0.0 4.50 6.00 16.5 .000 13.8 179 .029 .000 0.00 0.00 C-1,5 Both Ext 0.0 2.50 8.00 16.5 .000 13.8 179 .029 .000 0.00 0.00 Line D 0-1,1 2 Both Ext 54.4 6.50 8.00 16.5 .001 13.8 179 .029 .032 0.23 0.26 0-1,2 Both Ext 7.6 5.50 8.00 16.5 .000 13.8 179 .029 .004 0.26 0.26 0-1,3 Both Ext 123.1 8.50 8.00 16.5 .003 13.8 179 .029 .072 0.19 0.26 0-1,4 Both Ext 7.6 5.50 8.00 16.5 .000 13.8 179 .029 .004 0.26 0.26 egend. Wall, segment - Wall and segment between openings, e.g. 8-3, 2 = second segment on Wall 3 on Shearline 8 W Gp - Wall design group defined in Sheathing and Materials tables, where it shows associated Standard Wall. Dir- Force direction Srf Wall surface, interior or exterior for perimeter walls, 1 or 2 for interior partitions v - Shear force per unit distance on wall segment using 1.0 Wa = wind load based on serviceability wind speeds from ASCE 7 CC.1.2, Figs. CC1- CC4. For perforated walls, vmax from SDPWS 4.3-9 is used, as per 4.321 b - Width of wall segment between openings. Modified for perforated walls as per SDPWS 4.3.2.1 h - Wall height Defl - Horizontal shearwall deflection due to given term: 20 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 Bending = 8vh^3 / EAb; A — Cross sectional area of segment end stud(s); E — stud mod. of elasticity in Framing Materials table Shear = vh / 1000 Ga. Ga — Factor x vw / (Factor x vw/ Gt + 0.75 en), adapted from SDPWS Ex. C4.3.2-1; vw— ASD sheathing capacity; Gt — Shear stiffness from SDPWS C4.3.3.2, value is in Sheathing Materials table; en — Nall slip from SDPWS table C4.2.20; Vn — Shear force per nail using Factor x vw; Factor = Ps/Pm/0.6 for WSP, 1.0 for other materials; Ps - serviceability wind pressure; Pm - MWFRS wind pressure Hold — Hold-down = da x h / b; refer to Hold-down Displacement table for components of da Total defl = Deflection from bending + shear + hold-down, as per SDPWS C4.3.2-1 21 WoodWorks® Shearwalls MWFRS HOLD-DOWN DISPLACEMENT (flexible wind design) These displacements are used to determine deflections for force disfributi giovanishear.wsw Nov. 1, 2017 07:47:38 Wall, segment Dir Hold- down Uplift force lbs Elong/Disp Manuf Add in in da in Slippage Pf lbs da in Shrink da in Crush+ Extra in Total da in Hold Defl in Level 1 Line 1 1-1 S ->N HDU5-SDS 1452 _030 .001 0.0.31 - - .138 0.04 0.21 0.19 N ->S HDU5-SDS 1357 .027 .001 0.029 - - .138 0.04 0.21 0.19 1-2,1. S ->N HDU5-SDS 1308 .027 .001 0.028 - - .138 0.04 0.21 0.19 N ->S HDU5-SDS 1215 .024 .001 0.025 - - .138 0.04 0.20 0.19 1-3,1 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 1-3,2 S ->N HDU5-SDS 4223 .086 .004 0.090 - - .138 0.04 0.27 0.15 N ->S HDU5-SDS 2439 .050 .002 0.052 - - .138 0.04 0.23 0.13 Line 2 2-1 S ->N HDU5-SDS 3078 .063 .003 0.066 - - .138 0.04 0.24 0.22 N ->S HDU5-SDS 3195 .065 .003 0.068 - - .138 0.04 0.25 0.22 2-2,1 S ->N HDU5-SDS 2728 .055 .003 0.058 - - .138 0.04 0.24 0.24 N ->S HDU5-SDS 2797 .057 .003 0.060 - - .138 0.04 0.24 0.24 Line 3 3-1,2 S ->N HDU5-SDS 3448 .069 .003 0.072 - - .138 0.04 0.25 0.56 N ->S HDU5-SDS 3167 .061 .003 0.064 - - .138 0.04 0.24 0.54 3-2,1 S ->N HDU5-SDS 7313 .151 .007 0.158 - - .138 0.04 0.34 0.46 N ->S HDU5-SDS 5536 .115 .005 0.120 - - .138 0.04 0.30 0.41. 3-2,3 S ->N HDU5-SDS 3440 .069 .003 0.072 - - .138 0.04 0.25 0.56 N ->S HDU5-SDS 3155 .062 .003 0.064 - - .138 0.04 0.24 0.54 Line A A-1,2 Both HDU5-SDS 4244 .086 .004 0.091 - - .138 0.04 0.27 0.69 Line C C-1,1 W ->E HDU5-SDS 2863 .058 .003 0.061 - - .138 0.04 0.24 0.20 E ->W HDU5-SDS 3252 .066 .003 0.069 - - .138 0.04 0.25 0.21 C-1,2 W ->E HDU5-SDS 2600 .053 .002 0.055 - - .138 0.04 0.23 0.25 E ->W HDU5-SDS 2243 .046 .002 0.048 - - .138 0.04 0.23 0.24 Line D D-1,2 W ->E HDU5-SDS 2397 .049 .002 0.051 - - .138 0.04 0.23 0.52 E ->W HDU5-SDS 2743 .056 .003 0.059 - - .138 0.04 0.24 0.53 D-1,3 W ->E HDU5-SDS 4891 .099 .005 0.104 - - .138 0.04 0.28 0.42 E ->W HDU5-SDS 4775 .096 .005 0.101 - - .138 0.04 0.28 0.42 D-1,4 W ->E HDU5-SDS 1214 .026 .001 0.027 - - .138 0.04 0.20 0.61 E ->W HDU5-SDS 758 .016 .001 0.017 - - .138 0.04 0.19 0.58 D-1,5 W ->E HDU5-SDS 775 .016 .001 0.017 - - .138 0.04 0.19 0.58 E ->W HDU5-SDS 758 .016 .001 0.017 - - .138 0.04 0.19 0.58 Wall, segment Dir Hold- down Uplift force Elong / Disp Manuf Add da Slippage Pf da Shrink da Crush+ Extra Total da Hold Defl lbs in in in lbs in in in in in Level 2 Line 1 1-1,1 Both HDU5-SDS 2103 .042 .002 0.044 - - .138 0.04 0.22 0.39 1-1,2 Both HDU5-SDS 3248 .067 .003 0.070 - - .138 0.04 0.25 0.30 Line 3 3-1,1 Both HDU5-SDS 2121 .043 .002 0.045 - - .138 0.04 0.22 0.13 3-1,2 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 LineC C-1,1 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 C-1,2 Both HDU5-SDS 518 .011 .000 0.011 - - .138 0.04 0.19 0.25 C-1,3 Both HDU5-SDS 1169 .024 .001 0.025 - - .138 0.04 0.20 0.20 C-1,4 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 C-1,5 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 Line D D-1,1 Both HDU5-SDS 458 .009 .000 0.010 - - .138 0.04 0.19 0.23 D-1,2 Both HDU5-SDS 64 .001 .000 0.001 - - .138 0.04 0.18 0.26 D-1,3 Both HDU5-SDS 1030 .021 .001 0.022 - - .138 0.04 0.20 0.19 D-1,4 Both HDU5-SDS 64 .001 .000 0.001 - .138 0.04 0.18 0.26 Wall, segment - Wall and segment between openings, e.g. B-3, 2 = second segment on Wall 3 on Shearline B Dir - Force direction Uplift force (P) -Accumulated ASD hold-down tension force from overturning, dead and wind uplift. For perforated walls, T from SDPWS 4.3-8 is used for overturning da - Vertical displacements due to the following components: Elong/Disp - Elongation when slippage calculated separately; displacement when combined elongation/slippage used Manuf - Using manufacturer's value for anchor bolt length, or no bolt contribution for connector -only elongation. Unless marked with * = (ASD uplift force / ASD hold-down capacity) x max ASD elongation or displacement * - Maximum strength -level elongation or displacement is used. May result in higher than actual displacements for lightly loaded hold-downs, 22 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 causing the segment to draw less force due to lower than actual stiffness. Add - Due to longer anchor bolt length than manufacturer's value, or entire bolt length for connector -only elongation = PL / ( Ab x Es ); Ab — bolt cross-sectional area, Es = steel modulus = 29000000 psi; L=Lb —Lh; Lb = Total bolt length shown in Storey Information table; Lh = Manufacturers anchor bolt length for given displacement/elongation from hold-down database. Slippage — Due to vertical slippage of hold-down fasteners attached to stud(s) when not combined with elongation Pf = ASD uplift force P / number of fasteners Bolts: = Pf/(270,000 D^1.5) (NDS 11.3.6) ; D = bolt diameter Nails: = en, from SDPWS Table C4.2.2D using Pf for Vn and values for Wood Structural Panel Shrink - Wood shrinkage = 0.002 x (15% fabrication — 10% in-service moisture contents) x Ls Ls = Perp. -to -grain length between fasteners subject to shrinkage, shown in Storey Information table Crush + Extra — 0.04" wood crushing at compression end of wall segment plus extra displacement due to mis-cuts, gaps, etc. Total da = Elong/Disp + Slippage + Shrink + Crush + Extra Hold Deft— Horizontal deflection = h/b x da (4th term in the deflection equation SDPWS C4.3.2-1) h = wall height; b = segment length between openings; h,b values in Deflection table 23 WoodWorks® Shearwalls SERVICEABILITY HOLD-DOWN DISPLACEMENT (flexible wind design) These displacements are used to determine deflections for story drift giovanishear.wsw Nov. 1, 2017 07:47:38 Wall, segment Dir Hold- down Uplift force lbs Elong /Disp Manuf Add in in da in Slippage Pf lbs da in Shrink da in Crush+ Extra in Total da in Hold Defl in Level 1 Line 1 1-1 S ->N HDU.5-SDS 1452 .030 .001 0.031 - - .138 0.04 0.21 0.19 N ->S HDU5-SDS 1390 .028 .001 0.030 - - .138 0.04 0.21 0.19 1-2,1 S ->N HDU5-SDS 1329 .027 .001 0.028 - - .138 0.04 0.21 0.20 N ->S HDU5-SDS 1265 .026 .001 0.027 - - .138 0.04 0.20 0.19 1-3,1 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 1-3,2 S ->N HDU5-SDS 4130 .084 .004 0.088 - - .138 0.04 0.27 0.15 Line 2 N ->S HDU5-SDS 2336 .048 .002 0.050 - - .138 0.04 0.23 0.13 2-1 S ->N HDU5-SDS 3022 .062 .003 0.064 - - .138 0.04 0.24 0.22 N ->S HDU5-SDS 3151 .064 .003 0.067 - - .138 0.04 0.24 0.22 2-2,1 S ->N HDU5-SDS 2705 .055 .003 0.058 - - .138 0.04 0.24 0.24 Line 3 N ->S HDU5-SDS 2759 .056 .003 0.059 - - .138 0.04 0.24 0.24 3-1,2 S ->N HDU5-SDS 3835 .078 .004 0.082 - - .138 0.04 0.26 0.58 N ->S HDU5-SDS 3737 .076 .004 0.080 - - .138 0.04 0.26 0.58 3-2,1 S ->N HDU5-SDS 6735 .137 .006 0.144 - - .138 0.04 0.32 0.44 N ->S HDU5-SDS 4834 .098 .005 0.103 - - .138 0.04 0.28 0.39 3-2,3 S ->N HDU5-SDS 3763 .077 .004 0.080 - - .138 0.04 0.26 0.58 Line A N ->S HDU5-SDS 3635 .074 .003 0.078 - - .138 0.04 0.26 0.57 A-1,2 Line C Both HDU5-SDS 4185 .085 .004 0.089 - - .138 0.04 0.27 0.69 C-1,1 W ->E HDU5-SDS 2824 .058 .003 0.060 - - .138 0.04 0.24 0.20 E ->W HDU5-SDS 3207 .065 .003 0.068 - - .138 0.04 0.25 0.21 0-1,2 W ->E HDU5-SDS 2564 .052 .002 0.055 - - .138 0.04 0.23 0.25 Line D E ->W HDU5-SDS 2212 .045 .002 0.047 - - .138 0.04 0.22 0.24 D-1,2 W ->E HDU5-SDS 2341 .048 .002 0.050 - - .138 0.04 0.23 0.51 E ->W HDU5-SDS 2695 .055 .003 0.057 - - .138 0.04 0.23 0.53 0-1,3 W ->E HDU5-SDS 4857 .099 .005 0.104 - - .138 0.04 0.28 0.42 E ->W HDU5-SDS 4752 .097 .005 0.101 - - .138 0.04 0.28 0.42 D-1,4 W ->E HDU5-SDS 1168 .024 .001 0.025 - - .138 0.04 0.20 0.61 E ->W HDU5-SDS 714 .015 .001 0.015 - - .138 0.04 0.19 0.58 D-1,5 W ->E HDU5-SDS 740 .015 .001 0.016 - - .138 0.04 0.19 0.58 E ->W HDU5-SDS 714 .015 .001 0.015 - - .138 0.04 0.19 0.58 Wall, segment Dir Hold- down Uplift force Elong / Disp Manuf Add da Slippage Pf da Shrink da Crush+ Extra Total da Hold Defl lbs in in in lbs in in in in in Level 2 Line 1 1-1,1 Both HDU5-SDS 2294 .047 .002 0.049 - - .138 0.04 0.23 0.40 1-1,2 Line 3 Both HDU5-SDS 3062 .062 .003 0.065 - - .138 0.04 0.24 0.30 3-1,1 Both HDU5-SDS 2092 .043 .002 0.045 - - .138 0.04 0.22 0.13 3-1,2 Line C Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 C-1,1 Both HDU5-SDS 0 .00.0 .000 0.000 - - .000 0.00 0.00 0.00 C-1,2 Both HDU5-SDS 510 .010 .000 0.011 - - .138 0.04 0.19 0.25 C-1,3 Both HDU5-SDS 1152 .023 .001 0.025 - - .138 0.04 0.20 0.20 C-1,4 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 C-1,5 Line D Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 D-1,1 Both HDU5-SDS 452 .009 .000 0.010 - - .138 0.04 0.19 0.23 D-1,2 Both HDU5-SDS 63 .001 .000 0.001 - - .138 0.04 0.18 0.26 D-1,3 Both HDU5-SDS 1016 .021 .001 0.022 - - .138 0.04 0.20 0.19 D-1,4 i� ra Both HDU5-SDS 63 .001 .000 0.001 - - .138 0.04 0.18 0.26 Wall, segment - Wall and segment between openings, e.g. B-3, 2 = second segment on Wall 3 on Shearline B Dir - Force direction Uplift force (P) -Accumulated hold-down tension force from overturning, dead and wind uplift using load combination D + Wa from ASCE 7 CC.1.2. For perforated walls, T from SDPWS 4.3-8 is used for overturning Wa = wind load based on serviceability wind speeds from ASCE 7 CC.1.2, Figs. CCI - CC4 da - Vertical displacements due to the following components: Elong/Disp - Elongation when slippage calculated separately; displacement when combined elongation/slippage used Manuf - Using manufacturer's value for anchor bolt length, or no bolt contribution for connector -only elongation. Unless marked with * = (ASD uplift force /ASD hold-down capacity) x max strength -level elongation or displacement 24 Woodworks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 * - Maximum strength -level elongation or displacement is used. May result in higher than actual displacements for lightly loaded hold-downs, causing the segment to draw less force due to lower than actual stiffness. Add - Due to longer anchor bolt length than manufacturer's value, or entire bolt length for connector -only elongation = PL / (Ab x Es ); Ab — bolt cross-sectional area; Es = steel modulus = 29000000 psi; L=Lb —Lh; Lb = Total bolt length shown in Storey Information table; Lh = Manufacturer's anchor bolt length for given displacement/elongation from hold-down database. Slippage — Due to vertical slippage of hold-down fasteners attached to stud(s) when not combined with elongation Pf = Unfactored uplift force P/ number of fasteners Bolts: = Pf/(270,000 D^1.5) (NDS 11.3.6) ; D = bolt diameter Nails: = en, from SDPWS Table C4.2.2D using Pf for Vn and values for Wood Structural Panel Shrink - Wood shrinkage = 0.002 x (15% fabrication — 10% in-service moisture contents) x Ls Ls = Perp. -to -grain length between fasteners subject to shrinkage, shown in Storey Information table Crush + Extra — 0.04" wood crushing at compression end of wall segment plus extra displacement due to mis-cuts, gaps, etc. Total da = Elong/Disp + Slippage + Shrink + Crush + Extra Hold Defl — Horizontal deflection = h/b x da (4th term in the deflection equation SDPWS C4.3.2-1) h = wall height; b = segment length between openings; h,b values in Deflection table 25 WoodWorks® Shearwalls STORY DRIFT (flexible wind design giovanishear.wsw Nov. 1, 2017 07:47:38 Level Dir Wall height ft Actual Story Drift (in) Max Line defl Allowable Story Drift hs Drift Ratio ft in 1 9.00 9.83 N< ->S 0.71 3 0.24 3.02* E ->W 0.91 A 0.24 3.87* W ->E 0.91 A 0.24 3.87* 2 8.00 8.00 N< ->S 0.54 1 0.19 2.83* E ->W 0.29 C 0.19 1.50* W ->E 0.29 C 0.19 1.50* Max defl — Largest deflection for any shearline on level in this direction; refer to Serviceability Deflections table Line — Shearline with largest deflection on level in this direction hs — Story height = Height of walls plus joist depth between this level and the one above. Drift = Allowable story drift on this level = story height / 500 Ratio - Proportion of allowable story drift experienced, on this level in this direction. Notes: *FAILURE — Story drift on this level is greater than maximum allowed. 26 • WoodWorks® Shearwalls COMPONENTS AND CLADDING by SHEARLINE giovanishear.wsw Nov. 1, 2017 07:47:38 Out -of -plane Wind Design Line North-South Shearlines Lev Grp Sheathing [psf] Force Cap Force/ Cap Force End Fastener Withdrawal [lbs] Cap Force/Cap Int End Int Service Cond Factors Temp Moist 1 1 1 32.7 190.6 0.17 21.8 17.6 105.5 0.21 0.17 1.00 1.00 2 2 32.7 190.6 0.17 21.8 17.6 105.5 0.21 0.17 1.00 1.00 2 1 1 29.6 190.6 0.16 19.7 16.0 105.5 0.19 0.15 1.00 1.00 3 1 1 32.7 190.6 0.17 21.8 17.6 105.5 0.21 0.17 1.00 1.00 2 2 32.7 190.6 0.17 21.8 17.6 105.5 0.21 0.17 1.00 1.00 East-West Sheathing [psf] Fastener Withdrawal [lbs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End int End Int Temp Moist A 1 1 29.6 190.6 0.16 19.7 16.0 105.5 0.19 0.15 1.00 1.00 B 1 1 29.6 190.6 0.16 19.7 16.0 105.5 0.19 0.15 1.00 1.00 C 2 2 32.7 190.6 0.17 21.8 17.6 105.5 0.21 0.17 1.00 1:00 0 1 1 32.7 190.6 0.17 21.8 17.6 105.5 0.21 0.17 1.00 1.00 2 2 32.7 190.6 0.17 21.8 17.6 105.5 0.21 0.17 1.00 1.00 Grp - Wall Design Group ( results for all design groups for rigid, flexible design listed for each wall ) Sheathing: Force - C&C end zone exterior pressures using negative (suction) coefficient in ASCE 7 Figure 30.4-1 added to interior pressure using coefficients from Table 26.11-1 Cap - Out -of -plane capacity of exterior sheathing from SDPWS Table 3.21, factored for ASD and load duration, and assuming continuous over 2 spans Fastener Withdrawal.: Force - Force tributary to each nail in end zone and interior zone Cap - Factored withdrawal capacity of individual nail according to NDS 12.2-3 27 WoodWorks® Shearwalls SEISMIC INFORMATION giovanishear.wsw Nov. 1, 2017 07:47:38 Flexible Diaphragm Seismic Design Level Mass [lbs] Area [sq.ft] Story Shear [lbs] E -W N -S Diaphragm Force Fpx [lbs] E -W N -S 2 16860 1012.0 2299 2299 2299 2299 1 43434 1848.0 3266 3266 5212 5212 All 60294 - 5566 5566 - - Building mass — Sum of all generated and input building masses on level = wx in ASCE 7 equation 12.8-12. Storey shear — Total unfactored (strength -level) shear force induced at level x, = Fx in ASCE 7 equation 12.8-11. Diaphragm force Fpx - Unfactored force intended for diaphragm design from Eqn 12.10-1; used by Shearwalls only for drag strut forces, see 12.10.2.1 Exception 2. Redundancy Factor p (rho): E -W 1.00, N -S 1.00 Automatically calculated according to ASCE 7 12.3.4.2. Vertical Earthquake Load Ev Ev = 0.2 Sds D; Sds = 0.60; Ev = 0.120 D unfactored; 0.084 D factored; total dead load factor: 0.6 - 0.084 = 0.516 tension, 1.0 + 0.084 = 1.084 compression. 28 WoodWorks® Shearwalls SHEAR RESULTS (flexible seismic design giovanishear.wsw Nov. 1, 2017 07:47:38 N -S Shearlines W Gp For Dir ASD Shear Force [pif] v vmax V fibs] Asp -Cub Int Ext .Int Allowable Shear [plt] Ext Co C Cmb V [lbs] Resp. Ratio Line 1 Level 2 Lnl, Lev2 - Both - - 805 - - - - - - 2860 - Wall 1-1 2 Both - - 805 - 1.0 - 260 - - 2860 - Seg. 1 - Both 25.0 - 113. - 1.0 - 260 - 260 1170 0.10 Seg. 2 - Both 106.5. - 692 - 1.0 - 260 - 260 1690 0.41 Seg. 3 - Both 0.0 - 0 - 1.0 - 260 - 260 - - Level 1 Lnl, Levl - Both - - 1533 - - - - - - 14488 - Wall 1-1 1 S ->N 12.5 - 125 - 1.0 - 380 - 380 3800 0.03 1 N ->S 7.7 - 77 - 1.0 - 380 - 380 3800 0.02 Wali 1-2 1 S ->N - - 37 - 1.0 - 380 - - 3610 - 1 N ->S - - 28 - 1.0 - 380 - - 3610 - Seg. 1 - S ->N 3.9 - 37 - 1.0 - 380 - 380 3610 0.01 - N ->S 3.0 - 28 - 1.0 - 380 - 380 3610 0.01 Seg. 2 - Both 0.0 - 0 - 1.0 - 380 - 380 - - Wall 1-3 1 S ->N - - 1371 - 1.0 - 380 - - 7078 - 1 N ->S - - 1428 - 1.0 - 380 - - 7078 - Seg. 1 - Both 0.0 - 0 - .88 - 333 - 333 998 0.00 Seg. 2 - S ->N 85.7 - 1371 - 1.0 - 380 - 380 6080 0.23 - N ->S 89.2 - 1428 - 1.0 - 380 - 380 6080 0.23 Line 2 Ln2, Levl - Both - - 1015 - - - - - - 7220 - Wall 2-1 1 Both 61.7 - 617 - 1.0 - 380 - 380 3800 0.16 Wall 2-2 1 Both - - 398 - 1.0 - 380 - - 3420 - Seg. 1 - Both 44.2 - 398 - 1.0 - 380 - 380 3420 0.12 Seg. 2 - Both 0.0 - 0 - 3.0 - 380 - 380 - - Line 3 Level 2 Ln3, Lev2 - Both - - 805 - - - - - - 4355 - Wall 3-1 2 Both - - 805 - 1.0 - 260 - - 4355 - Seg. 1 - Both 57.5 - 805 - 1.0 - 260 - 260 3640 0.22 Seq. 2 - Both 0.0 - 0 - .92 - 238 - 238 715 0.00 Level 1 Ln3, Levl - Both - - 1348 - - - - - - 5415 - Wall 3-1 1 S ->N - - 132 - 1.0 - 380 - - 1473 - 1 N ->S - - 103 - 1.0 - 380 - - 1473 - Seg. 1 - Both 0.0 - 0 - 1.0 - 380 - 380 - - Seg. 2 - S ->N 33.0 - 132 - .97 - 368 - 368 1473 0.09 - N ->S 25.8 - 103 - .97 - 368 - 368 1473 0.07 Seg. 3 - Both 0.0 - 0 - 1.0 - 380 - 380 - - Wall 3-2 1 S ->N - - 1216 - 1.0 - 380 - - 3943 - 1 N ->S - - 1245 - 1.0 - 380 - - 3943 - Seg. 1 - S ->N 165.8 - 1077 - 1.0 - 380 - 380 2470 0.44 - N ->S 174.4 - 1134 - 1.0 - 380 - 380 2470 0.46 Seg. 2 - Both 0.0 - 0 - 1.0 - 380 - 380 - - Seg. 3 - S ->N 34.7 - 139 - .97 - 368 - 368 1473 0.09 - W ->S 27.9 - 112 - .97 - 368 - 358 1473 0.08 E -W W For ASD Shear Force [pif] Asp -Cub Allowable Shear [pif] Resp. Shearlines Gp Dir v vmax V [lbs] Int Ext Int Ext Co C Cmb V [lbs] Ratio Line A Level 1 LnA, Levl - Both - - 574 - - - - - - 1235 - Wall A-1 1 Both - - 574 - 1.0 - 380 - - 1235 - Seg. 1 - Both 0.0 - 0 - 1.0 - 380 - 380 - - Seg. 2 - Both 164.1 - 574 - .93 - 353 - 353 1235 0.47 Line C Level 2 LnC, Lev2 - Both - - 805 - . - - - - 6078 - Wall C-1 2 Both - - 805 - 1.0 - 260 - - 6078 - Seg. 1 - Both 0.0 - 0 - .92 - 238 - 238 715 0.00 Seg. 2 - Both 26.3 - 158 - 1.0 - 260 - 260 1560 0.10 Seg. 3 - Both 80.9 - 647 - 1.0 - 260 - 260 2080 0.31 Seg. 4 - Both 0.0 - 0 - 1.0 - 260 - 260 1170 0.00 Seg. 5 - Both 0.0 - 0 - .85 - 221 - 221 553 0.00 Level 1 LnC, Levl - Both - - 1950 - - - - - - 7220 - Wall C-1 1 Both - - 1950 - 1.0 - 380 - - 7220 - Seg. 1 - W ->E 123.5 - 1297 - 1.0 - 380 - 380 3990 0.33 - E ->W 117.7 - 1236 - 1.0 - 380 380 3990 0.31 29 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 SHEAR RESULTS (flexible seismic design, continued) Seg. 2 Line D Level 2 - - W ->E E ->W 76.8 84.0 - 653 - 714 - 1.0 - 1.0 - 380 - - 380 - 380 380 3230 3230 0.20 0.22 LnD, Lev2 - Both - - 805 - - - - - - 6760 - Wall D-1 2 Both - - 804 - 1.0 - 260 - - 6760 - Seg. 1 - Both 26.2 - 170 - 1.0 260 - 260 1690 0.10 Seg. 2 - Both 0.0 - 0 - 1.0 - 260 - 260 1430 0.00 Seg. 3 - Both 74.6 - 634 - 1.0. - 260 - 260 2210 0.29 Seg. 4 - Both 0.0 - 0 - 1.0 - 260 - 260 1430 0.00 Level 1 LnD, Levl - Both - - 1371 - - - - - - 5748 - Wall D-1 1 Both - - 1371 - 1.0 - 380 - - 5748 - Seg. 1 - Both 0.0 - 0 - 1.0 - 380 - 380 - - Seg. 2 - W ->E 65.7 - 263 - .97 - 368 - 368 1473 0.18 - E ->W 52.6 - 210 - .97 - 368 - 368 1473 0.14 Seg. 3 - W ->E 184.8 - 1109 - 1.0 - 380 - 380 2280 0.49 - E ->W 193.4 - 1160 - 1.0 - 380 - 380 2280 0.51 Seg. 4 - Both 0.0 - 0 - .88 - 333 - 333 998 0.00 Seg. 5 - Both 0.0 - 0 - .88 - 333 - 333 998 0.00 W Gp - Wall design group defined in Sheathing and Framing Materials tables, where it shows associated Standard Wall. "A" means that this wall is critical for all walls in the Standard Wall group. For Dir- Direction of seismic force along shearline. v - Design shear force on segment = ASD factored shear force per unit FHS vmax - Collector shear force for perforated walls as per SDPWS eqn. 4.3-8 = V/FHS/Co. Full height sheathing (FHS) factored for narrow segments as per 4.3.4.3 V - ASD factored shear force. For shearline: total shearline force. For wall: total of all segments on wall. For segment: force on segment Asp/Cub - For wall: Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2. For segment: Aspect Ratio Factor from SDPWS 4.3.4.2. Int - Unit shear capacity of interior sheathing; Ext - Unit shear capacity of exterior sheathing. For wall: Unfactored. For segment: Include Cub factor and aspect ratio adjustments. Co - Adjustment factor for perforated walls from SDPWS Equation 4.3-5. C - Sheathing combination rule, A = Add capacities, S = Strongest side or twice weakest, G = Stiffness -based using SDPWS 4.3-3. Cmb - Combined interior and exterior unit shear capacity including perforated wall factor Co. V - Total factored shear capacity of shearline, wall or segment. Crit Resp - Response ratio = v/Cmb = design shear force/unit shear capacity. "W" indicates that the wind design criterior was critical in selecting wall. Notes: Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,4. 30 WoodWorks® Shearwalls HOLD-DOWN DESIGN (flexible seismic design giovanishear.wsw Nov. 1, 2017 07:47:38 Level 1 Line- Wall Posit'n Location [ft] X Y Shear Tensile ASD Holddown Force [lbs] Dead Ev Cmb'd Cap Hold-down [lbs] Crit Resp. Line 1 1-1 L End 0.00 0.12 115 115 HDU5-SDS2. 5645 i 0.02 1-1 R. End 0.00 9.87 71 71 HDU5-SDS2. 5645 0.01 1-2 L End 0.00 10.13 36 36 HDU5-SDS2. 5645 0.01 1-2 L Op 1 0.00 19.38 27 27 HDU5-SDS2. 5645 0.00 V Elem 0.00 24.13 212 212 Refer to upper level V Elem 0.00 26.88 139 139 Refer to upper level 1-3 R Op 1 0.00 31.13 711 711 HDU5-SDS2. 5645 0.13 V Elem 0.00 32.62 886 886 Refer to upper level V Elem 0.00 38.87 886 886 Refer to upper level 1-3 R End 0.00 46.88 816 816 HDU5-SDS2. 5645 0.14 Line 2 2-1 L End 22.00 0.12 570 570 HDU5-SDS2. 5645 0.10 2-1 R End 22.00 9.87 570 570 HDU5-SDS2. 5645 0.10 2-2 L End 22.00 10.13 409 409 HDU5-SDS2. 5645 0.07 2-2 L Op 1 22.00 18.88 409 409 HDU5-8082. 5645 0.07 Line 3 3-1 R Op 1 44.00 17.13 317 317 HDU5-SDS2. 5645 0.06 3-1 L Op 2 44.00 20.88 247 247 0005-SDS2. 5645 0.04 3-2 L End 44.00 24.13 2020 2020 0005-SDS2. 5645 0.36 3-2 L Op 1 44.00 30.38 1632 1632 HDU5-SDS2. 5645 0.29 V Elem 44.00 37.88 468 468 Refer to upper level 3-2 R Op 2 44.00 43.13 333 333 HDU5-SDS2. 5645 0.06 3-2 R End 44.00 46.88 268 268 HDU5-SDS2. 5645 0.05 Line A A -i' R Op 1 18.63 0.00 1591 1591 HDU5-SDS2. 5645 0.28 A-1 R End 21.88 0.00 1591 1591 HDU5-SDS2. 5645 0.28 Line C C-1 L End 0.12 24.00 1139 1139 HDU5-SDS2. 5645 0.20 V Elem 7.13 24.00 219 219 Refer to upper level 0-1 L Op 1 10.38 24.00 1131 1131 HDU5-SDS2. 5645 0.20 C-1 R Op 1 13.63 24.00 539 539 HDU5-SDS2. 5645 0.10 V Elem 17.13 24.00 668 668 Refer to upper level C-1 R End 21.88 24.00 779 779 HDU5-SDS2. 5645 0.14 V Elem 24.88 24.00 668 668 Refer to upper level Line D V Elem 0.12 47.00 218 218 Refer to upper level V Elem 1.88 47.00 27 27 Refer to upper level D-1 R Op 1 7.13 47.00 440 440 HDU5-SDS2. 5645 0.08 0-1 L Op 2 10.88 47.00 428 428 HDU5-SDS2. 5645 0.08 D-1 8 Op 2 26.13 47.00 2273 2273 HDU5-SDS2. 5645 0.40 D-1 L Op 3 31.88 47.00 2354 2354 HDU5-SDS2. 5645 0.42 V Elem 35.12 47.00 77 77 Refer to upper level Level 2 Tensile ASD Line- Location [ft] Holddown Force [lbs] Cap Crit Wall Posifn X Y Shear Dead Ev Cmb'd Hold-down [lbs] Resp. Line 1 1-1 L End 0.00 24.13 212 212 HDU5-SDS2. 5645 0.04 1-1 L Op 1 0.00 28.38 212 212 HDU5-SDS2. 5645 0.04 1-1 R Op 1 0.00 32.62 886 886 HDU5-SDS2. 5645 0.16 1-1 L Op 2 0.00 38.87 886 886 HDU5-SDS2. 5645 0.16 Line 3 3-1 L End 44.00 24.13 468 468 HDU5-SDS2. 5645 0.08 3-1 L Op 1 44.00 37.88 468 468 HDU5-SDS2. 5645 0.08 Line C C-1 R Op 1 7.13 24.00 219 219 HDU5-SDS2. 5645 0.04 C-1 L Op 2 12.88 24.00 219 219 HDU5-SDS2. 5645 0.04 C-1 R Op 2 17.13 24.00 668 668 HDU5-SDS2. 5645 0.12 C-1 L Op 3 24.88 24.00 668 668 HDU5-SDS2. 5645 0.12 Line D D-1 L End 0.12 47.00 218 218 HDU5-SDS2. 5645 0.04 D-1 L Op 1 6.38 47.00 218 218 HDU5-SDS2. 5645 0.04 D-1 R Op 2 24.13 47.00 615 615 HDU5-SDS2. 5645 0.11 D-1 L Op 3 32.38 47.00 615 615 HDU5-SDS2. 5645 0.11 Legend.' Line -Wall: At wall or opening - Shearline and wall number At vertical element - Shearline 31 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 Posit'n - Position of stud that hold-down is attached to: V Elem - Vertical element: column or strengthened studs required where not at wall end or opening L orREnd -Atleft orright wall end L or R Op n - At left or right side of opening n Location - Co-ordinates in Plan View Hold-down Forces: Shear— Seismic shear overturning component, factored for ASD by 0.7. For perforated walls, T from SDPWS 4.3-8 is used Dead — Dead load resisting component, factored for ASD by 0.60 Ev — Vertical seismic load effect from ASCE 7 12.4.2.2 =-0.2Sds x ASD seismic factor x unfactored D = 0.140 x factored D. Refer to Seismic Information table for more details. Cmb'd - Sum of ASD -factored overturning, dead and vertical seismic forces. May also include the uplift force t for perforated walls from SDPWS 4.3.6.2.1 when openings are staggered. Hold-down — Device used from hold-down database Cap— Allowable ASD tension load Crit. Resp. — Critical Response = Combined ASD force/Allowable ASD tension load Notes: Shear overturning force is horizontal seismic load effect Eh from ASCE 7 12.4.2. Uses load combination 8 from ASCE 7 2.4.1 = 0.6D + 0.7 (Eh - Ev). Anchor bolts must have minimum 0.229" x 3" x 3" steel plate washers, conforming to specifications in SDPWS 4.3.6.4.3 and 4.4.1.6. Refer to Shear Results table for factor Co, and shearline dimensions table for the sum of Li, used to calculate tension force T for perforated walls from SDPWS 4.3-9. Sheaswalls does not check for either plan or vertical structural irsegulasities. 32 WoodWorks® Shearwalls DRAG STRUT FORCES (flexible seismic giovanishear.wsw Nov. 1, 2017 07:47:38 Level 1 Line- Wall Position on Wall or Opening y Location [ft] X Y Drag Strut Force [lbs] ---> <--- Line 1 1 _ I-., I1'I. Opening 7 l3ighl Opening 1 E 7 0.00 1 (,.��(; . i 475 01 t'iil <+fi; Line 2 Left Opening 1 2.2.00 13. 05 00', Line 3 3-1 Right Opening 1 41.00 17.00 255 .'!.�5 3-1. Left Opening 2 44.00 21.00 269 ,'95 3-:' Left Opening 1 41.00 's0..ii) 463 490 3 Right Opening 2 44.00 43.!60 39 Line A A--1 Right- Opening 1 17.`)(1 0.00 4c)"s 11/3 Line C C-1 Lett opening 1 10.5u 4.00 03:: 770 C -.I - Right_ opening t 13.50 '4.53 699 t.3 7 l Right Wall ]?nd >.U(i Line D D-7 Right. Opening 1 /.L0 4/.0.) 19 2( '( 31 10-I Left. Opening 2 11.00 4' .;:0 ( 00 13: D- -I Right Opening 2 'r '.(l ;7.,;_; e>00 h 1 Left. Opening 3 32.0ii x1.00 74 373 Level 2 Drag Strut Line- Position on Wall Location [ft] Force [lbs] Wall or Opening X Y ---> <--- Line 1 1-1 Leff Opening 1 0.05 ....51 1 45 1-t P[ght Opening 1 (1.1.10 Iti`_i 1 L0ft opening _. ., .03 ';1:0 780 Line 3 1-1. Left Op-ua' 1 44.00 38.(75 315 10 Line C C 1 Right opening 1 ..00 (1 I Left Opening 2 1;.00 '.4.0.1 50 00 Right Opening 2 1.7.00 24.00 153 153 1 Lett Opening 3 35.00 24.00 /10 3-13 Line D D-- left Opening i 6.50 47.00 ',1 i1 D--7. R190! Opening 2 24.00 47 . U(( :1 209 13-1 Left Openin_r 3 32.50 47.�0 Legena: Line -Wall - Shearline and wall number Position...- Side of opening or wall end that drag strut is attached to Location - Co-ordinates in Plan View Drag strut Force - Axial force in transfer elements at openings and gaps in walls along shearline. Based on ASD factored shearline force derived from the greater of: Diaphragm force Fpx from Eqn. 12.10-1 plus 25% irregularity increase (12.3.3.4) Storey force Vx from Eqn 12.8-13 For perforated walls, shearline force is vmax from 4.3.6.4.1.1. Includes redundancy factor rho. -> Due to shearline force in the west -to -east or south -to -north direction <- Due to shearline force in the east -to -west or north -to -south direction 33 WoodWorks® Shearwalls DEFLECTION (flexible seismic design giovanishear.wsw Nov. 1, 2017 07:47:38 Wall, segment W Gp Dir Srf v Of b ft h ft Bending A Defl sq.in in Ga kips/ in Nail slip Vn en lbs in Shear Defl in Hold Defl in Total Defl in Level 1 Line 1 1-1 1 ->N Ext 17.8 10.00 ,.05 it.` .000 19.4 177 .028 .008 0.76 0.11 0-.30S 1 t 10.9 10.06 9.(0 16.5 .000 19.4 177 .028 .00`5 0.16 0.17 1-:',1 1 S ->N Ext 5.5 9.50 9.0]1 16.5 .000 19.4 177 .028 .003 0.17 0.11 D1 -?'3 1 t 4.2 9.50 S'.i 0 1, .5 .000 19.4 1.7.7 .028 .007. 0.1/ 0.17 1 3,1 1 Both Ext 0.0 3.00 9.00 16.5 .000 19.4 1.77 .028 .000 0.00 0.00 1-3,2 2-00 Ext 122.5 16.00 9.00 10.5 .002 19.4 177 .028 .057 0.12 0.17 Line 2 0-02 Ext 127.5 16.00 9.00 16.5 .002 19.4 177 .028 .059 0.1.1 0.17 -1 1 Both Ext 88.1 10.00 9.(0 16.5 .OU:' 19.4 177 .028 .041 0.17 (i '- '-,1 1 Both 1 63.2 9.00 9.00 16.1 .00`' 19.4 177 .028 .029 0.10 (i Line 3 3--1,2 1 s- -N E:,:t 47.2 4.03 9.01' 0.5 .003 19.4 177 .028 .022 0.4.4 0.45 0->0 E07t 36.8 4.00 9.00 16.5 .009 19.4 177 .028 .017 0.42 0.44 1-_',1 1 b ---0N E_ -_t 236.6 6.50 8,.7' ii;. .:;i, 09 19.4 1.77 ,028 .710 0.33 0.45 14-03 Ext 249.1. 4.50 9.0) 16.5 .010 19.4 177 028 .1.15 0.3.1 11.411 3-2,3 S ->N Ext 49.5 4.00 9.00 118.5 .0(13 19.4 171 .028 .023 0.4- 0.45 N ->S Ext 39.8 4.00 9.00 16.5 .003 19.4 177 .028 .018 0.42 0.44 Line A A -I,2 1 moth Ext 234.5 3.50 9.00 1(1.5 .017 19.4 177 .028 .1.09 0.58 0.70 Line C 0-1,1 1 W ->E 1. 176.5 16.50 9.00 1t:.5 .004 19.4 177 .028 .062 0.18 0.<<7 E ->W 1 168.1 10.50 9.00 16.5 .004 19.4 177 .028 .078 0.18 0.'7 1,2 W ->E 1 109.7 8.50 9.00 16.5 .003 10.4 177 .028 .051 0.22 0.27 E->0 1 120.0 8.50 9.00 16.5 .004 19.4 177 .028 .056 0.01 0.27 Line 0 u 1,2 1 0- ,E Ext 93.9 4.00 9.06 1,8.5 .006 19.4 177 .038 .043 11.4E: 0.56 E ->W Exit 75.1 4.00 9.00 17;.5 .(E)5 19.4 177 .028 .035 0.47 0.51 ll -i,3 W -,,E Ext 263.9 6.00 0.0;; 10.`_5 .011 10.4 177 .028 .122 0.37 0.50 E --W Ex) 276.3 F1.0(:7 5.00 ii:S.5 .Oi 19.1 177 .028 .17.8 0.3, 0... 1-1,4 Both Ext 0.0 3.04 9.00 ie;.5 .000 19.4 177 .(128 .000 0.00 (1.0: 0-1,5 Both Ext 0.0 3.00 9.Uu 16... .000 19.4 177 .028 .000 0.00 0.00 Wall, segment W Gp Dir Srf v b h Bending A Defl Ga kips/ Nail slip Vn en Shear Defl Hold Defl Total Defl plf ft ft sq.in in in lbs in in in in Level 2 Line 1 1-1,1 Poth Fiat: 35.7 4.50 5.6) _'r> .0(') 13.4 182. .030 .021 0.33 0.35 1-1,2 Both Est 152.1 6--.51) 8.09 16.5 .014 13.4 182 .030 .001 0.2.5 0.55 Line 3 _3-1,1 :_' Both Ext. 82.] 1.4.0.1 8.07 i6.`_- .001 1.3.4 182 .030 .049 0.11 0.1,; 3- 1 , 2 Both Ext 0.0 3.00 8.50 . . ; .0(30 1.3.4 180 .031) .000 0.00 0.00 Line C 1:-1, 1 0-1,2 1 Bo, h Both Ext Ext 0.0 3"7.5 3.00 F.1)7 8.110) 5.00 1 t,.5 1.6.5 .0770 .061 13.4 13.4 182 192 .03), .D30 .000 .022 0.0!1 11.25 0.00 0.2) 6-1,3 3 Both E.'a 115.t 8.00 8.09 16.5 .003 13.4 :182 .030 .0t9 0.20 0.27 C0-1,1 Both Ext 0.0 4.50 r3 . (;', 16.5 .006 1.3.4 1.82 .030 .000 0.00 0.0(1 0-1.5 Both Ext 0.0 2.50 6.00 16 -': .000 13.4 182 .030 .000 0.00 0.00 Line D 11-1., 1 Both Ext 37.4 r .5O nh 3,.. .001 13.4 182 .030 .022 0.23 0.;'.5 -1,"_' Both Ext 0.0 5.50 3.00 16.5 .000 13.4 162 .030 .000 0.00 0.00 D-1,3 Both Ext 103).5 8.:10 8.00 16.5 .002 13.4 182 .030 .063 0.1.8 U.25 17-1,4 13005 Ext 0.0 5.5,0 8.00 it.5 .000 13.4 182 .030 .000 0.00 0.60 Legend: Wall, segment - Wall and segment between openings, e.g. 8-3, 2 = second segment on Wall 3 on Shearline B W Gp - Wall design group, refer to Sheathing and Framing Materials Dir - Force direction Srf- Wall surface, interior or exterior for perimeter walls, 1 or 2 for interior partitions v - Unfactored (strength -level) shear force per unit distance on wall segment = ASD force/0.70. For perforated walls, vmax from SDPWS 4.3-9 is used, as per 4.3.2.1 b - Width of wall segment between openings. Modified for perforated walls as per SDPWS 4.3.2.1 h - Wall height Oeff - Horizontal shearwall deflection due to given term: Bending = 8vh^3 / EAb; A - Cross sectional area of segment end stud(s); E - stud mod. of elasticity in Framing Materials table Shear = vh / 1000 Ga. Ga - 1.4 vs 7(1.4 vs /Gt + 0.75 en) from SDPWS Ex. C4.3.2-1; vs - ASD sheathing capacity; Gt - Shear stiffness from SDPWS C4.3.3.2, value is in Sheathing Materials table; en - Nail slip from SDPWS table C4.2.2D; Vn - Shear force per nail along panel edge using 1.4 vs Hold - Hold-down = da x h / b; refer to Hold-down Displacement table for components of da 34 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 Total deft = Deflection from bending + shear + hold-down, as per SDPWS C4.3.2-1 35 ti WoodWorks® Shearwalls HOLD-DOWN DISPLACEMENT (flexible seismic design giovanishear.wsw Nov. 1, 2017 07:47:38 Wall, segment Dir Hold- down Uplift Elong /Disp force Manuf Add lbs in in da in Slippage Pf lbs da in Shrink da in Crush+ Total Extra da in in Hold Defl in Level 1 Line 1 1-1 S ->N HDU5-SDS 164 .003 .000 0.003 - - ' .138 0.04 0.18 0.16 N ->S HDU5-SDS 101 .002 .000 0.002 - - .138 0.04 0.18 0.16 1-2,1 S ->N UDU5-SDS 51 .001 .000 0.001 - - .138 0.04 0.18 0.17 N ->S HDU5-SDS 39 .001 .000 0.001 - - .138 0.04 0.18 0.17 1 3,1 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 _1-3,2 S ->N HDU5-SDS 1422 .028 .001 0.029 - - .138 0.04 0.21 0.12 N ->S HDU5-SDS 1166 .023 .001 0.024 - - .138 0.04 0.20 0.11 Line 2 2-1 Both HDU5-SDS 814 .016 .001 0.017 - - .138 0.04 0.19 0.17 2-2,1 Both HDU5-SDS 585 .011 .001 0.012 - - .138 0.04 0.19 0.19 Line 3 3-1,2 S ->N HDU5-SDS 453 .009 .000 0.009 - - .138 0.04 0.19 0.42 N ->S HDU5-SDS 353 .007 .000 0.007 - - .138 0.04 0.18 0.42 3-2,1 S ->N HDU5-SDS 2885 .057 .003 0.059 - - .138 0.04 0.24 0.33 N ->S HDU5-SDS 2332 .046 .002 0.048 - - .138 0.04 0.23 0.31 3-2,3 S ->N HDU5-SDS 475 .009 .000 0.010 - - .138 0.04 0.19 0.42 N ->S HDU5-SDS 382 .007 .000 0.008 - - .138 0.04 0.19 0.42 Line A A-1,2 Both HDU5-SDS 2.273 .045 .002 0.047 - - .138 0.04 0.22 0.58 Line C C-1,1 W ->E HDU5-SDS 1627 .032 .002 0.033 - - .138 0.04 0.21 0.18 E ->W HDU5-SDS 1864 .037 .002 0.038 - - .138 0.04 0.22 0.18 C-1,2 W ->E HDU5-SDS 1331 .026 .001 0.027 - - .138 0.04 0.20 0.22 E ->W HDU5-SDS 1113 .022 .001 0.023 - - .138 0.04 0.20 0.21 Line D D-1,2 W ->E HDU5-SDS 1213 .024 .001 0.025 - - .138 0.04 0.20 0.46 E ->W HDU5-SDS 1599 .031 .002 0.033 - - .138 0.04 0.21 0.47 D-1,3 W ->E HDU5-SDS 3357 .066 .003 0.069 - - .138 0.04 0.25 0.37 E ->W HDU5-SDS 3473 .068 .003 0.071 - - .138 0.04 0.25 0.37 D-1,4 W ->E HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 E ->W HDU5-SDS 2 .000 .000 0.000 - - .000 0.00 0.00 0.00 D-1,5 W ->E HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 E ->W HDU5-SDS 2 .000 .000 0.000 - - .000 0.00 0.00 0.00 Wall, segment Dir Hold- down Uplift force Elong / Disp Manuf Add da Slippage Pf da Shrink da Crush+ Extra Total da Hold Defl lbs in in in lbs in in in in in Level 2 Line 1 1-1,1 Both HDU5-SDS 303 .006 .000 0.006 - - .138 0.04 0.18 0.33 1-1,2 Both HDU5-SDS 1266 .025 .001 0.026 - - .138 0.04 0.20 0.25 Line 3 3-1,1 Both HDU5-SDS 669 .013 .001 0.014 - - .138 0.04 0.19 0.11 3-1,2 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 Line C C-1,1 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 C-1,2 Both HDU5-SDS 313 .006 .000 0.006 - - .138 0.04 0.18 0.25 C-1,3 Both HDU5-SDS 954 .019 .001 0.020 - - .138 0.04 0.20 0.20 C-1,4 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 C-1,5 Both HDU5-SDS 0 .000 .000 0.000 - - .000 0.00 0.00 0.00 Line D D-1,1 Both HDU5-SDS 311 .006 .000 0.006 - - .138 0.04 0.18 0.23 D-1,2 Both HDU5-SDS 1 .000 .000 0.000 - - .000 0.00 0.00 0.00 D-1,3 Both HDU5-SDS 878 .017 .001 0.018 - - .138 0.04 0.20 0.18 D-1,4 Both HDU5-SDS 1 .000 .000 0.000 - - .000 0.00 0.00 0.00 Legend: Wall, segment - Wall and segment between openings, e.g. B-3, 2 = second segment on Wall 3 on Shearline B Dir - Force direction Uplift force (P) -Strength-level accumulated hold-down tension force from overturning, dead and wind uplift. For perforated walls, T from SDPWS 4.3-8 is used for overturning da - Vertical displacements due to the following components: Elong/Disp - Elongation when slippage calculated separately; displacement when combined elongation/slippage used Manuf - Using manufacturer's value for anchor bolt length, or no bolt contribution for connector -only elongation. Unless marked with * = (ASD uplift force /ASD hold-down capacity) x max strength -level elongation or displacement * - Maximum strength -level elongation or displacement is used. May result in higher than actual displacements for lightly loaded hold-downs, causing the segment to draw less force due to lower than actual .stiffness. Add - Due to longer anchor bolt length than manufacturer's value, or entire bolt length for connector -only elongation = PL / (Ab x Es ); Ab - bolt cross-sectional area; 36 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 Es = steel modulus = 29000000 psi; L=Lb —Lh; Lb = Total bolt length shown in Storey Information table; Lh = Manufacturer's anchor bolt length for given displacement/elongation from hold-down database. . Slippage — Due to vertical slippage of hold-down fasteners attached to stud(s) when not combined with elongation ' Pf = ASD uplift force P / number:of fasteners 133 Bolts: = Pf/(270,000 D^1.5) (NDS 11.3.6) ; D = bolt diameter ' Nails: = en, from SDPWS Table C4.2.2D using Pf for Vn and valu4s for Wood Structural Panel , . ; Shrink - Wood shrinkage = 0.002 x (15% fabrication — 10% in-service moisture contents) x Ls Ls = Perp. -to -grain length between fasteners subject to shrinkage, shown in Storey Information table. Crush + Extra — 0.04" wood crushing at compression end of wall segment plus extra displacement due to mis-cuts, gaps, etc. total da = Elong/Disp + Slippage t Shrink + Crush + Extra Wold Defl — Horizontal deflection = ,h/b x da (4th term in the deflection equation SDPWS C4.3.2-1) `h = wall height; b = segment length between openings; h,b values in Deflection table *FAILURE — Story drift on this level is greater than maximum allowed. 37 WoodWorks® Shearwalls giovanishear.wsw Nov. 1, 2017 07:47:38 0:1 STORY DRIFT (flexible seismic design Level Dir Wall height ft ' Max dxe Line Actual Story Drift (in) Max Center dx of Mass C of M dxe C of M dx hsx ft Allowable Story Drift Delta a Ratio in Max C of,M .1 2 E< ->W N< ->S• s< ->w 9.00 I 8.00 0.44 0.70 0.35 0.27 . 3 A 1 C 1.75- 2.81 1.40 1.07 ; 20.221- 23.67 22.00 11.50 0.2 0.26 0.25 0.26 • 0.87 1.06 1.02 1.04 • 9 83 8.00 2:95 2.40 , c.59 . 0.293A 0.95 , 0.36,) 1 0.58 0.42 0.45 0.43 I. L..UIJ. UA - fDeflection amplification fa4tor Cd from Table 12.2-1 = (E -W), 4.0 (rFJ-S) MpOrtarre factor le = 1.00' .• Legend: Max dxe - Largest deflection for any shearline on level in this direction; refer to Deflections table Line - Shearline with largest deflection on level in this direction hsx - Story height in ASCE Table 12.12-1 = Height of walls plus joist depth between this level and the one above. Max dx - Largest amplifiedideflection on level in this direction using ASCE.7 Eq'n 12.8-15 •. 70 C of M dxe - Deflection at the center of mass of this level; from interpolating deflections at adjacent shearlines. . (1 C of M dx - Amplified deflection at center of mass using Eq'n 12.8-15. Does not include differences between top and bottom diaphragm deflection. Delta a = Allowable story drift on this level from ASCE 7 Table 12.12-1 Ratio - Proportion of allowable story drift experienced, on this level in this direction. Fc I;1 38 '7/G / 7, /7/.47. /-S — 45(7�.��aJ2 57 ` 4 5 t Gkf I 7 .¢o ma /74? t -- 7/a. e 7� / /Yov (7 135' -i. /76 6 F D /5- Ps1c et 25--P-s- -7- 5 P5 fj! �5• Psi LL 6oP5 Pew -> x1,33 4 $ 2 Ptd J i yX/,33 - P�� = /G' ' /5 " -Ps- 241c, P1---� 3 sia- t /So = 4s0 P4 C 57.) 2e 34a 9Yc • 7 6' A _ /� ' . • 6-4--�2 A45.-7 / 7 —,e43,,G ota )( I r 3 3 -= ?CtO PLP c S c pS/= Sa rL 5 .T/ GOO -- z P z, �� " 74 /.s ? se J - .3'j" ‘7,"/o' 1'/ Com. ,/,52 ,e) /pp 5 oie P« -'$ 70 74-e-- /55(.7.; 5 s- f (C..% Q. a S/>, e s/a ,2 & PA b ti 7 s r, (,4-) 7 z /, 3 z s� y r 17,5-6 f75- (7,5 -c5-'_ /i,7/ z_ ,'i 47r7b- e7 P,sF = 9, G 5- 3,4 3,4 3, / SQ- zi CJ 5 _562 0,912. 6 7///S j' /1-iSPSc - ©i -i o 7V74- ZL City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 15, 2019 Giovani Cordon 20307 SE 248th St Maple Valley, WA 98038 RE: Request for Extension #1 Permit Number D17-0317 Dear Giovani, This letter is in response to your written request for an extension to Permit D17-0317. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through December 18, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, yoz„ Kandace Nichols Permit Technician File: Permit No. D18-0317 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 05/09/2019 Building Official City of Tukwila RE: Permit # D17-0317 Cordon Residence 16249 51s` Ave S Tukwila, WA Building Official; RECEIVED CITY OF TUKWILA MAY 0 9 2019 PERMIT CENTER I am requesting an extension for permit # D17-0317 for the above property. All work is nearly completed on building with just a few things remaining. I will be out of the country for a couple of weeks at the end of this month and need the extended time to complete this project and have property ready for the final inspection. I will need at least a 30 day extension ( until July 18, 2019) to have all work completed. Thank you for your consideration, Request for /Extension. # / Current Expiration Date: W - 1$—!/ Extension Request: / /I Approved for �`� v days Denied (provide explanation) ;'d Signature.. nitials 5/2/2019 City of Tukwila Department of Community Development GIOVANI CORDON 20307 SE 248 ST MAPLE VALLEY, WA 98038 RE: Permit No. D17-0317 CORDON RESIDENCE 16249 51 AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/18/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/18/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sinc rely, andace Nichols Permit Technician File No: D17-0317 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 May 22, 2018 City of Tukwila Attn: Building Official/Field Inspector Subject: Foundation Soils Inspection, New Residence, 16249 51st Avenue S., Tukwila, WA 98168 Permit No.: D17-0317 Dear Sir: On this'date this office observed the excavated foundation bearing soils for the above new residence. The soils observed were a dense original sandy silty loam. The observed soils are suitable for the design bearing pressure of 1,500 psf used for foundation evaluation. No alteration in foundation design is required. Thank you for your assistance. Sincerely ours, ruce S. MacVeigh, RE. Civil. Engineer - #18657 giovan ituksoilinsp/1 71 02 EXPIRES: 4/24// 9 I Z2 i'%'L9y'Q� RECEIVED CITY OF TUKWILA JUN 04 2018 PERMIT CENTER 4/2/2018 City of Tukwila Department of Community Development GIOVANI CORDON 20307 SE 248 ST MAPLE VALLEY, WA 98038 RE: Permit Application No. D17-0317 CORDON RESIDENCE 16249 51 AVE S Dear GIOVANI CORDON, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 11/29/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 5/29/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7), seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, ' chel e " pley Permit Technician File No: D17-0317 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 March 09, 2018 City of Tukwila Department of Community Development GIOVANI CORDON 20307 SE 248 ST MAPLE VALLEY, WA 98038 RE: Correction Letter # 3 COMBOSFR Permit Application Number D17-0317 CORDON RESIDENCE - 16249 51 AVE S Dear GIOVANI CORDON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • Based on a site visit on February 26th, 1. The catch basin appears to be approximately 12' from the southeast corner of the site. Accurately reflect the catch basin's location on future plan submittals. 2. There are three large significant trees on the west side of the site, yet only 2 are reflected on plans. Show all significant trees onsite and indicate which trees will be removed due to construction of a new home with an "X" marked through the tree's depiction on plans. Four trees may be removed without mitigation. If Proposing the removal of more trees, please email me at Lindsay.brown@tukwilawa.gov so I can help you with tree mitigation measures. 3. On trees that will be preserved past the construction phase, show the proposed tree protection measures on plans, and include a diagram. Tree protection needs to extend past the critical rootzone in order to be effective. 4. No soils may be stockpiled within the critical rootzone of trees (canopy edge), nor may construction materials be placed or stored there. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. DI7-0317 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development - February 08, 2018 GIOVANI CORDON 20307 SE 248 ST MAPLE VALLEY, WA 98038 RE: Correction Letter #2 COMBOSFR Permit Application Number D17-0317 CORDON RESIDENCE - 16249 51 AVE S Dear GIOVANI CORDON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING - C DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • Comment #1 from Correction letter #1 has been addressed. There are several significant trees onsite; none have been shown on submitted plans. Remove the cloud from plans stating that there are no significant trees onsite. Address Comment #2 from Correction letter #1. No trees are allowed to be removed until this comment has been addressed and building plans have been approved. PW - C DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. Coordination with Valley View Sewer District is required. Applicant shall submit plans to Mr. Andrew LaRue, VVSD General Manager, phone 206-242-3236, cell 206-396-9290 for review and approval. Existing sewer line serving the adjacent parcel will need to be relocated by VVSD since it is in conflict with proposed house. Location of the new sanitary side sewer for proposed SFR will need to be approved by the District„ • 2. Items 1, 3, 4, 5, 6, 7, and 10 from the December Correction Letter #1 shall be addressed. • 3. Applicant shall open up the existing CB and show where it drains. • 4. Show width of the new driveway and its distance to the bus stop sign. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D17-0317 /, 3nn .Q.,,,r1,. eHrer Rn„Im,nr l Q.,:t., 441 nn a 7'111,.,11.. W ,.l,:Hnr,H 03213252 i Phr... 7/1f_4 11_ 7l,7/1 a Fnv 7nli_431 _ ?iSf C City of Tukwila Department of Community Development December 14, 2017 GIOVANI CORDON 20307 SE 248 ST MAPLE VALLEY, WA 98038 RE: Correction Letter # 1 COMBOSFR Permit Application Number D17-0317 CORDON RESIDENCE - 16249 51 AVE S Dear GIOVANI CORDON, 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 maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The scale indicated on the plans are not actual scale. Construction documents shall be of sufficient clarity and to an architectural scale; reduced size sheets shall not be accepted. Please provide plan set with all sheets drawn to actual scale. 2. The plan shows smoke detectors correctly placed. However, current codes also require Carbon Monoxide (CO) detectors to be placed outside of each separate sleeping area in the immediate vicinity of the bedrooms. Show two CO detectors outside the bedrooms. Main floor shall have one, second floor two. (R315.1) 3. It is now required to provide the truss package with the building permit. Provide truss package documents. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • 1. Please revise the slope of the roof so it is 5/12 or steeper, in accordance with the Tukwila Supplemental Development Standards. 2. On revised plans depict existing trees and label their species, show their canopy/root zone, and estimate the diameter of the tree at breast height. Indicate what trees, if any, are proposed for removal. Include a tree protection detail for trees to be protected during construction. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Provide a cost estimate for site work associated with new house construction and enter the amounts on the 1st page of the attached Public Works Bulletin A2. 2) Sheet 1/16 shows two soil stockpiles. Please provide information how many cu yds of soil will be imported to the site. Show the amount of cu yds of cut and cu yds of fill on plan. 3) Submit a separate cost estimate for work inside the City right of way (driveway modification/sidewalk replacement, etc.). A bond or cash deposit in the amount of 150% cost of work inside the right of way is required. 4) A Hold Harmless Agreement for work inside the city right of way shall be executed with notary by the property owner. 5) Contractor performing work inside the City right of way shall have a valid Tukwila business license. 6) Submit copy of Insurance Certificate naming the City of Tukwila as additional insured. 7) Submit plan to Valley View Sewer District for review of the new sanitary sewer service and submit District's approval to Public Works. 8) Include details of the CB with TEE and Sump with TEE. 9)Sht. 1/1: show location of the soil Logs (SL 1 and SL -2), and include the "2016 edition" of KC Surface Water Design Manual in the 1st paragraph of infiltration trench calculations. 10) Sheet 1/16 calls for proposed elev. of finished 1st floor at 356'-3", while the existing contours are at elevation 340' and 335'. 11) Are foundation drains required? Section A sht. 5/6 and Building Section B6 on sht.6/6_ TYP. FTG ALL EXTERIOR WALLS EXCEPT GARAGE SHOW A CIRCLE BUT NO CALLOUT. Please clarify what does the circle represent. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, "Z)dgP R6a Bill Rambo Permit Technician File No. D 17-0317 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Joanna Spencer From: Jim Toole Sent: Friday, March 2, 2018 1:25 PM To: Joanna Spencer; Lindsay Brown Subject: FW: CE16-0332 FYI From: Giovani Cordon <giovanicordon@yahoo.com> Sent: Friday, Mud -1_2, 2018 10:36 AM To: Jim Toole <Jim.Toole@TukwilaWA.gov> Subject: Re: CE16-0332 Hi Jim - Sorry to not answer sooner, but I've been busy on project outside of Washington. As soon as I get back ( next week) I will take care of this problem. Thanks for the update! Giovani Sent from my iPhone On Feb 26, 2018, at 1:59 PM, Jim Toole <Jim.Toole@TukwilaWA.gov> wrote: Good Afternoon. I stopped by your property on 51' Ave S and noticed the piles of dirt have been covered better, thus controlling the potential erosion hazards. However, the piles of soil remain on / around the trees located on the west side of the property. This soil needs to be removed, with minimal disturbance of the native soil. With the current situation, this soil is located in the `Critical Root Zone.' This soil not only prevents water and nutrients access to these roots, this soil can suffocate these roots. In time, the native soil located in this zone, will become compacted, thus eliminate any porosity of this soil. Please remove this soil as soon as possible. Once this soil is removed, protect this area from future storage of construction materials and equipment. Thank you. <image002.png> Respectfully, Jim Toole Code Enforcement Officer P 206-431-3676 E-mail: jim.toole@tukwilawa.gov Department of Community Development 1 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 www.tukwilawa.gov <image001.png> The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Jim Toole Sent: Monday, February 5, 2018 2:52 PM To: 'Giovani Cordon' <giovanicordon@yahoo.com> Subject: RE: CE16-0332 Good Afternoon. I stopped by your property on 51' today and observed a tremendous amount of soil piled on your property. The soil piled along the south property line is against the temporary fence which may lead to failure of this fence. If this fence fails, soil may spill onto the adjoining property. All of the piles of soil have not been properly covered to prevent erosion and potential sediment run off. Therefore, these piles will need to be properly covered to prevent any future erosion and potential sediment runoff. The soil piled along the west property line has been piled on top of the four trees, which per Tukwila Municipal Code 18.54.130 Permit Approval Criteria, 2. Tree Protection Measures, these trees should have been protected from this activity. Also, the soil piled around these trees needs to be carefully removed. When this soil is removed, do not disturbed the native soil any more than necessary and be careful not to damage the trees with any equipment being used to remove this soil. I have attached a document with information regarding protection of trees during construction. Below you will find some but not all Tukwila Municipal Codes that are applicable to your development. If you have additional questions or concerns, please contact me. 16.54.055 Permit Application Requirements A. To obtain a permit, the applicant shall submit an application on a form provided by or approved by the Director that shall include, at a minimum: 1. Identification and description of the work to be covered by the permit. 2. An estimate of the quantities of excavation and fill involved by volume and by the total area graded in square feet and as a percentage of the total site area. e. Location of all proposed cleared areas; h. A proposed erosion and sediment control plan consistent with TMC Chapter 14.30 and the Surface Water Design Manual, as adopted and as may be amended from time to time. 2 16.54.060 Standards A. All grading activities require erosion prevention and sediment control that prevents, to the maximum extent practicable, the transport of sediment from the site to drainage facilities, rights-of-way, water resources, and adjacent properties. Erosion and sediment controls shall be applied commensurate with the degree of risk, and as specified by the temporary erosion and sediment control measures, performance criteria, and implementation requirements of TMC Chapter 14.30 and the Surface Water Design Manual. B. All grading activities shall be undertaken according to the following mandatory standards: 1. All design and construction shall be performed to minimize soil disturbance, to minimize compaction where not required for structural stability, and to maximize erosion prevention and sediment control. 16.54.065 Seasonal Limitation Period A. An annual period of limitation on site disturbance is established from October 1 through April 30. B. During the seasonal limitation period, grading shall only be permitted if demonstrated to the satisfaction of the Director that runoff leaving the construction site will comply with the erosion and sediment control measures, performance criteria and implementation requirements in the Surface Water Design Manual and after a review of the following: 1. Site conditions, including, but not limited to, vegetative coverage, slope, soil type, and proximity to receiving waters; 2. Proposed limitations on activities and the extent of disturbed areas; and 3. Proposed erosion and sedimentation control measures. 16.54.065.B, the Director may expand or restrict the seasonal limitation on site disturbance. The Director shall set forth in writing the basis for approval or denial of clearing or grading during the seasonal limitation period. D. During the seasonal limitation period, grading will be allowed only if there is installation and maintenance of an erosion and sedimentation control plan approved by the Director that defines any limits on clearing and grading and specific erosion and sediment control measures required during the seasonal limitation period. The department may require or approve alternate best management practices. E. If, during the course of construction activity or soil ' disturbance during the seasonal limitation period, silt -laden runoff violating standards in the Surface Water Design Manual leaves the construction site or if clearing and grading limits or erosion and sediment control measures shown in the approved 3 plan are not maintained, a V solation Notice and Order shall be issued in accordance with TMC Section 8.45.070. 18.54.130 Permit Approval Criteria 2. Tree Protection Measures - a. The proposal shall include tree protection measures which meet or exceed best management practices and current standards of professional arboriculture, and which are sufficient to ensure the viability of protected trees and other vegetation identified for retention pursuant to requirements of this chapter, and shall include measures sufficient to protect any Sensitive Area, its Buffer and vegetation within the shoreline Low - Impact Environment. b. During clearing and/or construction activities, all protected vegetation shall be surrounded by protective fencing which prevents adverse impacts associated with clearing from intruding into areas of protected vegetation. Respectfully, Jim Toole Code Enforcement Officer P 206-431-3676 E-mail: jim.toole@tukwilawa.gov Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 www.tukwilawa.gov <image001.png> The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** <AvoidingTreeDamage.pdf> <DSCN3363.jpg> 4 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0317 PROJECT NAME: CORDON RESIDENCE SITE ADDRESS: 16249 51 AVE S Original Plan Submittal DATE: 03/16/18 Revision # before Permit Issued X Response to Correction Letter # 3 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works ❑ Fire Prevention Structural Awc, Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: ' 03/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: DUE DATE: Approved ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 04/17/18 REVIEWER'S INITIALS: DATE: emit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 PERU IT COORD COPY PLAN REVIEW/ROUTING SLII' PERMIT NUMBER: D17-0317 DATE: 02/23/18 PROJECT NAME: CORDON RESIDENCE SITE ADDRESS: 16249 51 AVE S Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit 'Issued Revision # after Permit ..ssued DEPARTMENTS: Building Division AiPC Public Works Fire Prevention Structural Planning Divis m ❑ Permit Coordir; ttor [Til Til PRELIMINARY REVIEW: DATE: 02/2` /18 Not Applicable ri Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/27'18 Approved ❑ Approved with Conditions ❑ Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: l.4. REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 3�—�i-t " Departments issued corrections: Bldg 0 Fire 0 Ping PW ❑ Staff Initials: 12/18/2013 ?EMIT COORD COPY - PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0317 DATE: 01/19/18 PROJECT NAME: CORDON RESIDENCE SITE ADDRESS: 16249 51 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: PFJ AO 1�� BuildingDivtsibn w CO �� 1(4 Public Works ork s Fire Prevention Structural t,11.13 CO. \V4r Planning Division 141 CPermit Coordinator a� PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/23/18 Structural Review Required REVIEWER'S INITIALS: 0 DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/20/18 . Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: s - REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: /I/ 3 i Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: 1" 12/18/2013 rERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0317 PROJECT NAME: CORDON RESIDENCE SITE ADDRESS: 16249 51 AVE S X Original Plan Submittal Response to Correction Letter # DATE: 11/29/17 Revision # Revision # ;before Permit Issued after Permit Issued DEPARTMENTS: 1)--7N7 CoyrR Building Division )JS ((NJ R Public Works A M Attic, 1)4)-9 t3 c 2. I)17 Fire Prevention111 Planning Division Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 12/08/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 01/02/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only i CORRECTION LETTER MAILED: I2"—t�' I`-11 Departments issued corrections: Bldg Fire 0 Ping ttir PW tat' Staff Initials: 12/18/2013 City of Tukwila REVISI3)N .SUBMITS 'AL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3-i5 20/8 ❑ Response to Incomplete Letter # Plan Cheek/Permit Number: D17-0317 • Response to Correction Letter # 3 ❑ ` Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Cordon Residence Project Address: 16249 51 Ave S Contact Person: 6'1 0 1ai e0? --DO l Summary of Revision: Phone Number: ciek reektl. its4 13,6t5 Lo RECEIVED CITY OF TUKWILA MAR 1 5 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center by: h] Entered in TRAKiT on C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 ate o rev' ion Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov 1 REVISION SUBMITTAL 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: D 17-0317 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 2' ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: CORDON RESIDENCE Project Address: 16249 51 AVEC S (`'I\UVA-iJ1 _-`dDr Contact Person: Summary of Revision: C o r v vN l ? lel C J rk CJe-tf() Sd-y sn(> Phone Number: 4 — 2:P -(7D RECEIVED CITY OF TUKWILA FEB 2 3'2010 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: • Entered in TRAKiT on W:JPermit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us VISION SUBMITT Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ///8// Plan Check/Permit Number: D17-0317 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cordon Residence Project Address: //16249 51 Ave S Contact Person: 6f 'N 'i /b/ po as Phone Number: _ 4''- 4ff - z �7 Summary of Revision: , 77tv/$ s,O d'o'tsc . A?C;11 /PE zt'/424a-z -r- 5 5 i -zs V 7e) 4ie //Ev/s b — 4 cols r-1 / v RECEIVED JAN 18 2018 Sheet Number(s): /— b 'eV/Sect) "Cloud" or highlight all areas of revision including date of revis on Received at the City of Tukwila Permit Center by: Entered in TRAKiT on �—t riS \applications\forms-applications on Zine\revision submittal Created: 8-13-2004 Revised: OUTSIDE INSIDE PHONE: 206-242-3236 REPAIRS SIDE SEWER PERMIT DEPOSIT $ . . , �, 1 , , VALLEY VIEW SEWER DISTRICT 13460 South 148th Street, Suite 100 • Seattle, Washington "WORKING TOWARD A BETTER ENT IRO' SENT^ allel VeT SEWER DISTRICT PERMIT 7698 EASEMENT No. RECEIPT No.. y?'<c_ DATE ;' 1 OWNER L...L C c tl , r~ CONTRACTOR: i_ c `-i i C l ! ..-1 I.,( f HOUSE ADDRESS BASEMENT: YES NO NAME SUB -DIVISION LOT No. BLK. No. I . , r ( • (ti f . Permit has been granted c9/ P-7/ Approved by Expiration Date 43R,/,;019' Permits not valid unless'signed by district representative. Inspector's Report Test Report AIR0 WATER CORRECTION L'TR# Roof, Downspouts, Building Footing Drains, any Ground Water Drains, etc., are not allowed to be hooked into the sewer under this permit. ALL PLUMBING OUTLETS WILL BE CONNECTED TO THE SEWER. This permit is granted subject to the conditions set forth on the District's Application For Permit and is subject to all stipulations of the District's Side Sewer Resolution as amended and which are by this reference incorporated herein as though set forth in full. Inspector "CAUTION" MO BUILDING ON SEWER EASEMENTS CALL FOR INSPECTION AT 242-3236 • DEWATER DITCH BEFORE INSPECTION • DISTRICT INSPECTION BEFORE BACKFILL • TEST SIDE SEWER BEFORE AND DURING INSPECTION RECEIVED CITY CF.TUKWILA FEB 23 2018 PERMIT CENTER SEPTIC TANK The King County Health Department Uniform Plumbing Code requires septic tanks to be completely pumped and filled with earth, sand, gravel, cobL7o317 or other approved mati SAFETY The Contractor shall comply with the Washington Industrial Safety and Health Act (RAW 49.17) and Safety and Health Standards such as Safety Standards for Construction Work (Chapter 296-155 WAG), General Safety and Health Standards (Chapter 296-24 WAC), General Occupational Health Standards (Chapter 296-22 WAC) and any other appropriate safety and health codes. 29Z-ZE086 VM '1NJN S AV FOE 8Z8EZ kra±WM 311Cfl OIH E -t-11 0163 V-1.- 0 3 1 7 o0) dao m rn cco N C 33 m i p C m o Y ar O a • N Co m O > •• o Q 0) CV soy ca W LL f6 • CO C M t 0 N O� L op as mO Ten N -o o. N RECEIVED CITY OF TUKWILA NOV 2 9 2011 PERMIT CENTER E CITY OF TUKW/L,- Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Cen.. .3uilding Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: Part A: To be completed by applicant Site Address: 16249 51st 'Ave S (attach map and legal description showing hydrant location and size of main):. Owner Information: Agent/Contact Persona ' Owner Name: Giovani Cordon Agent/Contact: Owner Address: 20307 SE 248th St., Maple Valley, WA 98038 Agent Address: Owner Phone: 408-499-2876 Contact Phone: This certificate is for the purposes of: SFR ❑� BUILDING PERMIT ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER Estimated number of service connection and water meter size(s): One - Existin: 5/8" water meter/service Vehicular distance from nearest hydrant to the closest point of structure is 110'+/- to property. See attached map for hydrant loctton. Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature Date PAI2 t D i°o tie completed -by Waier utiiiiy'district -'4" 1. The proposed project is within TUKWILA /King 2. J No improvements required. (City/County) )eiJerB 5(2rsca. 14A1 t-4)tt,E UQga.16 IF reg. Spai&Jkke 5Y4cbrl is 2E 4D 3Nlcr 1 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify The specific water -pressure and fire flow at Customer's specific_tocatinn for Customer's specific needs. 1000 gpm 5. Water Availability: • Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B-3 are met. ❑ System is not capable of providing service to this project RECEIVED CITY OF TUKWILA NOV 2 9 2011 PERMIT CENTER I hereby certify that the above information is true . d co ;ct, ba -d on the best available information. HIGHLINE WATER DISTRICT / 206-824-0375 By Agency/Phone �p DIS AR INEER D r7--- 0 317 D�Z9��r to ATTACHMENT 1 UKVVILA UKU. 1 J 14 TUKWIL/ RRD. 312 S._�� V1762 8"DI CONTRACT: 89-2, p.25 &26/26 -�— 16205 �0 f— 16202 N. L 16215 16211 h 04 16210 n 16218 Op to 16219 c AV0038 c 16218 16226 Y F -LD 1 g 16227 —21 Y Q o (r I\ 0 �0 16226 300 110.0 S' :EWER ESMT ESMT. FO INC EGRESS B,UTI c. 96 = o L7) 1 0 1.7) 2 5' UT >, 0 Li) L. 6%MT. H38 96 co U7) 0 4 16232 16235 — g16237Y — 1 -51S -EW FR -IES MA- 16238 16239 2 V1759 6 CI • N SOUTH SEATTLE WATER COMPANY : TUKWILA oN 0 H .615 a, LOT SP676074 K07608270624 co L6561 1 j 1 ,; �iin LOT 2 11 5' UTIL. ESMT.S. 163RD PL. 96 1 I .- 0 in V V I 0 L 1' 0 R94 C 1 0 "' 93.50 176'6 39.91 45.99 16256 1. a 51.99 00 4i - 7 i'v mu: leS2 saw I� =I. 8"DI in > 36 crj r� 164th o- I--65 51. 16 32.0 2 1 6S0 N 15 r514)80. 80.mma 75 /5 ,n 2 1110. C•1 co o ---- a% Imo/ d' 0 16415 14 --sE= A ".. .� T In 4o S64' 43 40.0 23.3 69. h 1REC I,• D 1 1 CrOTr";I,k 1:100 Water Availability Site Map Parcel 5379800380 16249 5 I st Ave S 11/28/17 NOV 2 9 2017 PERMIT CENTER Legend 11?t Hydrants ® Water meters N Valves 560 Zone Water Main Test Report Print Title for 16249 51st Ave S Static Demand ID I (gpm) Static Pressure (psi) J414 0.92 1 88.45 PERMIT CENTER Static Head I Fire -Flow Demand Residual Pressure • Available Flow at Hydrant Available Flow Pressure (ft) (gpm) (psi) (gpm) (psi) 538.14 1 1,000.00 1 79.00 3,254.45 20.00 Date: Tuesday, November 28, 2017, Time: 14:19:12, Page 1 taken from H2436 HWD_Model_WSP_Updated.dwg TH 1-4r.11 L.ttEx. ;,0`j/.i ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non Availability ("Certificate") 1. This certificate is valid only for the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance witfale d r tate, local and District laws, ordinances, policies, and/or regulations in effect at the time of such I acknowledge that I have received the Certificate of Sewer Availability/Non -Availability and this attachment, Viand fvtl yunderstand • the terms and conditions herein. Applicant's signature Date CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@)ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public' Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ( i I d oar-\ \ % CDC '; states as follows: [please print name] PERMIT NO: t(9yO?l7 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number ( 2 ; and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Owner/ . is Agent* Signed and sworn to before me this . y of T ' Y PUBLIC in and for the State of Washington Residing at //, County Name as commissioned: My commission expires: /e 05(//r 18.27.090 Exemptions. 'The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employsa certified journeyman electrician, a certified residential specialty electrician, or an electrical:. trainee meeting the requirements of chapter 19.28 RCW. to perform plumbing work that is incidentally,directly, and immediately appropriate to the like -in-kind replacement of a household appliance or other small household •utilization equipment that requires limited electric power'and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. 1-6 + 1 1 1 1 1 1 1 1 m - /EXISTING b' W00 39'-6" These plans have been reviewed by the Public Works Department for conformance with current (Thy standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval..' Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: i By:. 37'-11" 3l' 110' INI•••111 1111•111110 - PLANNING APPROVED - No changes can be madeto these plans without approval from the Planning Division of DCD Approved By: Date: A-1 32'-T' 01111111110 .11111111111111•11111111•11111 4•1111111MIP 01111111111111 METER X X —ic in ORIGINAL SETBACK X FENCE 51 T FENCE A D CLEARING LIMIT SOIL STOCKPI TO BENEATH PURI G ENTRY 18" DI TREE m EXI INC 89 50. 7 RE5 DNCE T® BE DFEMOLISHSD. OTE /T 19 H. USE 51 ON /PIER PA 5 AND A5 NO OUNDf4TION I MAIN/LOOK 16 9 sq.R. ONDIT / 1�1 1 SOIL I TOCKPILE TOB WEATHER PROT I DURINGWET 55A50 6' 33'-6" (. S7�c/ePiz L 1 Lt.,/ 7/-//i't /3"- / \ o P RF7,4/N CED NE18' X 2T GRADE LEVEL COVBRED PORCH. 186 IF 4 22" DIA V " DIA TRE REMOVEDD REE_ EXIST DE TO BE RE ITE I FORMi'ION: PAR L # 5 '19800380 O NER: ORD C} G10VANI LOT REA: 82 5e ZPf E LDR XISTI GG SIN E STC9'Y RE TO E DEMQ 15HED / NEW PROPOS D ELEVATION OF FINISHED IRST FLOOR 35 30' PI MAI FI U PER NEW I,OT STRUC. HAR/DSGA €W GQ1RET NEIN ;LONG�ETE N CR ETE WG TOT�j 5: HARDSCA E 60 TRUGTURE G TOT �`L�COV 3% XCAVA B. IMA Y2000XDS. AL OIL TO REMAIN ONS AS GKFI LAND DI TRIBU 1 ENC. 8c10 Se.FT. INFILTRATION TRENCH 10' x15' IL SUMP /TEE 20' DRIVE / SETBACK CB 1N/TEE STABILIZED CONSTRUCTION ENTRANCE CANTILEVER ABOVE. REF. e PROPOSED ELEVATION OF ONE F %..9 E E'R LI 51DE1GE NEIN CONCRETE DRIVE 340 SF FINISHED FIRST FLOOR 356'3" • M( Fo-61-tv,- 1,1 Pitt We-d-&rv\ -r•-4)7'Z 6-c, ka.ti Fv° c"-4v\-L'k-da\—(0 su- a 01,d t.LPrVci,vrt , 0 y/4 -s7/6 //e ' 2/i-,_ 5 7yfr, 7,,-/ 5 5 6" I5 5 RELOCATE EXISTING - O 51D 5 E EW g 5 6" 555 swim X - • • r,//A rrti - X 47' !SEPARATE PERMIT I l ;�,:+,:tUib t D FOR: D P .:chanicai Electrics? ID Plumbing ❑ Gas Piping + C , cf Tukwila SlTE DIVISION PLAN SCALE 3/16" = 1' 0" 335 111111111111111111•101.110 •1111111•1111 41111•11•1111.1111•11 SILT FENCE AND CLEARING LIMIT FIRE HYDRANT AT CORNER OF 515T AVE. 5. AND 5.1n4TH ST. DISTANCE APPROX 150' Pian review approval is subject to erms.aad omissions. Approval of construction documents does not authorize the violation of any adopted coda or ordinance. Receipt -- of approved Field.0 • • n ' i..ns is acknowledged:. By: Date: el T19bvel bevel � (5 p1?1 of PFJ APP��1-c., 6PrITO 3IDoItB� REVISIONS No changes shall bA rnade to the seoOP 0+1 ”lork 1.1rithrr it prior approval 0f EUildin0 Division. will require a new pian submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2010 City of Tukwila Gi' 1"b1�'ff6e?1�ft 4 RECEIVED CITY OF TUKWILA :R 1 5 2313 PERMIT CENTER DRAINING INDEX - 1 SITE PLAN - 2 BUILDING ELEVATIONS - 3 1ST FL. PLAN. 2ND FL. FRAME - 4 2ND FL. PLAN. ROOF PLAN. - 5 FOUNDATION PLAN ▪ 6 BUILDING SECTIONS REVISED 3 / 14 /16 SHOW TREES REMOVED. CHANGE TREE DIAMETERS. SHOW STREET CATCH B SIN-OCATION City ofTukwila BUILDING DIVISION REFER TO THE FOLLOWING CONSTRUCTION CODES: 2015 INTERNATIONAL BUILDING CODE (IBC). 2015 INTERNATIONAL RESIDENTIAL CODE (IRC.). 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBG). 2010 ASCE MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES (ASCE-1-10). 2015 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS). 2015 WASHINGTON STATE ENERGY CODE (WSEC) TUKWILLA MUNICIPAL CODE (TMC). VIGARY RESIDENTIAL DESIGN NEV' RESIDENCE FOR MR. GORDON GIOVANI 16249 51ST AVE 50. TUKWILA WA. OMAN. BY: SHT K. VIGARY 1 / 6 >UhRE TI 1 '-TR# N CONT. MIL. &UTTERS 5/4 X 4 RCESS 40 YEAR COMPOSITION ROOF. VENT HARDIE LAF 5" EXPOSURE IPING 43'-2" FX U.28 TEMP. 6040 HALF VENT LS U.28 6020 FX U.26 NON EGRESS .0605.G 4060 FX U.28 NON U.28 NON EGRESS MITE MOD CORNER BD. 16' X 8SECTIONAL INSULATED 0•100111•00ft 2ND FL CEILING 40 YEAR COMPOSITION OF. CONT. GUTTERS 51/2 TL. 5/4 X 61^64ITE WOOD FASCIA. HARDIE LAP SIDING 5" EXPOSURE 5060 HALF VENT RS U.28 NON 1ST FL. CEILING 1ST FL LINE 4 X 10 WHITE WOO 1' 3" 12 FX SEE FDN. S14EET 5 U.28 ON - • sTReeT. ViEVI.51ST AVE SOUTH 43'2" 1' 3" .lariaaMilififgrVNIORNIN.WWIWIM.11111.1../10111/14/NINNIMW ALL WINDOWS WHITE VINYL "MILOARDI OR EQUAL. INSTALLED PER MANUFACTURES INSTRUCTION rrriGAL ovE 6050 LS EGRESS HALF VENT U.28 6050 .E&S HALF VENT U.28 6050 RS EGRESS HALF VENT U.28 FALL PROTECTION 3060 LS 4060 HALF VENT NON EGRESS NON EGRESS RS NON EGRESS U.28 U.28 U.28 TEMP f VENT 1 GQNT. MTL. GUTTERS 21412 FL CEILING 2140 FL. LINE GOVEfED PG tr SHT 5 1ST FL. CEILING 1'4 1/4" A.F.G. OW NOTES: LJ I I I HI U.50 . +EtJIPERED I I SEE;FON. SHEET 5 H I EVERY BEDROOM SHALL BE PROVIDED 4ITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AREA OF 5./ SG.. FT. E se Pim SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIPE OR 24" HIGH. lisat000ts et TER THAN 6' ABOVE GRADE OR LOWER ROOF AREA WILL HAVE A I4EANS OF FALL PROTECTION. A DEVICE WHEN INSTALLED WILL LIMIT THE OPENING Of THE WINDOW TO 6". ALL PALK-THRU DOORS SHALL BE SOLID GORE INTERIOR DOORS SHALL 5! PAINTED. ENTRY DOOR TO BE DEFINED BY HOME WAINER PRIOR ORDERING DO IRAIEEN GARAGE AND LIVING AREA SHALL BE 1-3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 20 MINUTES. DOOR SHALL IN SELF CLOSING. EXTERIOR EXIT DOORS•NIEL BE 36" MIN. NET CLEAR DOORNAY SHALL BE 32" MIN. VOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL. BE DUAL. PANE SAFETY GLASS WITH MIN. U -VALUE OF 0.00 G . DO TO BE SECTIONAL, OVERHEAD DO 1 T- T 7 I IN • 0 1"...:g y REAR YARD EXT R FI NOTES: 1. EXTERIOR FINISH TO BE FIBER GEMENT SIDING OVER 1/2 GOX PLYWOOD/0S0. WINDOW & DOOR TRIM CEDAR. MATERIAL AND COLOR BY OV4NER. 2. ROOFING TO BE 40 YEAR ASPHALT OVER 30# FELT, 1/2 COX Ftwoopioss. 3. DECKING TO BE TREX OR NOOD. FINAL MATERIAL AND COLOR BY OWNER. 4. 1701/4NSPOUTS TO BE couxono AND ROOF RUN OFF TO BE DIRECTED AWAY FROM STRUCTURE PER THE SITE PLAN. 5. FINISH GRAPE SHALL SLOPE AliNAY FROM STRUCT MIN. 1/2" PER FOOT OF RUN FOR 4' MIN. 1' 4 1/4" I SEE P.N.FSHEET 5 N 0 T ATc?t4 1 6' 4T-6" 41' 40 YEAR COMPOSITION ROOF. EGRESS HALF VENT U.28 FALL PROTECTION 4050 LS E&RESS HALF VENT U.26 FALL PROTECTION -1 5/4-X 10 WRITE-740 P. CONT. MIL. GUTTERS 5/4 X 4 RECESS WHITE WOOD CORNER BD. HARDIE LAP SIDING V EXPOSURE 2035 RS HALF VENT U.28 LIJ 2ND FL. CEILING 2ND FL LINE 4 X 10 WHITE MOD BARGE BD. SEE FON. SHEET 5 3060 GARAGE PE * NEL DOOR SELF CLOSIN I:NSULATEP 104EATHER STRIPPED tit f; 71.: ..g y 11. N • GA GE 4 X 10 op BA • REFER TO THE FOLLOWING CONSTRUCTION CODES: 2015 INTERNATIONAL BUILVING COPE (IBC). 2015 INTERNATIONAL MS M NTIAL CODE (IRG). 2015 INTERNATIONAL TING BUILDING GODE (IE94). 2010 ASCE MINIMUM DESIGN LOADS FOR BUIL AND OTHER STRUCTURES (ASCE 1-10). 2015 SPECIAL DESIGN VISIONS FOR WIND AND SEISMIC (WPM). 2015 WASHINGTON STATE ENERGY CODE (INSEC) TUI MUNICIPAL CODE (TMG). REVISED 12 / 21 / 11 CHANGE ROOF PITC TO 5 1/2 / 12. 1ST FL. CEILING REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2016 City o Tukwila ikto FIV/MWM GARAGE FL LINE RECEIVED CITY OF TUKWILA JAN 19 2010 PERMIT CENTER 1 DAT • 6/12/11 12/21/11 GALE: 3/16" 1ST A FOR D. N. BY: K VIGARY SHT 2 / 6 GENERAL PLUMEINft & HYAG NOTES: 1. HVAC SHALL HAVE ONE ZONE, FOR BOTH FLOORS. 2. THE FURNACE AND WATER HEATER ON FLOOR 1 SHALL SERVE FLOOR 2: 3. THE FURNACE AND WATER HEATER ON FLOOR 1 SHALL SERVE FLOORS 1 & 2. 4. METALLIC GAS PIPE, WATER PIPE, AND FOUNDATION REINFORCING BARS SHALL BE BONDED TO THE ELECTRICAL SERVICE GROUND. 5. PRYER, WATER HEATER, KITCHEN AND BATHROOM VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER. b. ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD. "BLACK" PIPE SHALL BE USED INSIDE THE BUILDING, "GREEN" PIPE WHERE UNDERGROUND OR EXPOSED TO WEATHER. ALL JOINTS SHALL BE TAPED WHERE BURIED OR EXPOSED TO WEATHER. 1. TUBS/SHOIMERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF T145 PRESSURE BALANCE OR THE THERMOSTATIC MIXING TYPE. THE WATER TEMPERATURE SHALL BE AT A MAXIMUM OF 120"F. 8. EACH HOSE 0100 SHALL BE EQUIPPED WITH A BACK FLOW PREVENTION DEVICE. 9. HEAT DUCTING SHALL BE SECURED, SEALED. ANP INSULATED AS APPROPRIATE. 10. INSTALL WATERPROOF TILE BACKER BOARD AT AU.. WATER SPLASH ARRAS TO MINIMUM 10" ABOVE SHOWER DRAINS. Grp Surf Material GU in in Ply Or Gvtv Size Type 01 Eg in Fd It1 Inc W } Ext Strutt Sh OSB 24/16 7116 - 3 Horz m $ ' 8d Nail N 4 6 Y 2,3 Ext Struct Sh OSB 24/16 7/16 - 3 Hoz 8 . 8d Nail N 6 6 Y 3 Grp -- IA/aU Design Group number, used to reference wail in .Surf- Exterior or interior su. when applied to exterior w Ratng - Span rafing, see SDPWS Table C4.2.2.2C Thick - Nominal panel thickness GU - Gypsum underlay ay thickness Ply - Number of piss (or layers) in construction of plywood sheets Or Orientation ofrdimension ofsheathing panels Gvtv --Shear >#, , r a .,:sin Win. of : from SDPWS Tables C4.2.2A-B Type - Fastener type from SDPWS Tags 4.3A -D: Nail -- common wire nail for structures panels and lumber, cooler or gypsum widlboard nail for G .. , plasterboard nail for gypsum lath, galvanised n.,# for gypsum sheathing; Box - box nail; Casing - casing nail; Roof- roofing nail; drywall Size - Common, box, and casing nails: refer to SDPWS Table Al (casing sizes = box sizes). - Gauges: 11 ga = 0.120"x 1-3/4" (gypsumnor - sheathing, oard), 1-1/2" ( & tester, 1/2"fiberboard); 13 ga , r aid = 0.92"x 1- 1/8". x 1-5i8"; . 6d = .092" x 1-7/8"; 8d = .113" x 2-318"; d = 6d base ply, 8d face ply for 2 -ply GWB. u : 6dwaif or GWB nail increassd i capacity CAPACITY 5,34at or widerwith $ = red nailingaccording to SDPWS 4.3.7.1.4 to the value for .15/3,2" s ; fi , , with same naffing Ixacause stud spacing is 16" max. or 2. KITCHEN AND GASINET NOTES: 1. ALL CABINETS IN MAPLE CONFIRM COLOR WITH HOME OWNER PRIOR TO ORDERING. 2. CONFIRM 000R & DRAWER STYLES WITH HOME OWNER PRIOR TO ORDERING. 3. INSTALL HARDWARE ON SITE. 4. INSTALL GROWN MOLDING ON SITE; MATCH CABINET COLOR; CONFIRM PROFILE AND DIMENSION WITH HOME OWNER. 5. CUT OVEN OPENING ON SITE, SEE APPLIANCE SPECIFICATIONS. b. INSTALL RANGE HOOD( MIN.100GFM) AND ALL APPLIANCES PER MANUFACTURER SPECIFICATIONS. 1. ALL APPLIANCES TO BE ON DEDICATED CIRCUITS. 8. USE MIN 6" DUCT FOR HOOD. 1. CONFIRM FINAL MATERIALS FOR BAGKSPLASH AND COUNTERTOP WITH HOME OWNER PRIOR TO ORDERING NOTES 3.5" X 3.5" STUD/POST 3.5" X 3.5 STUD/POST 5.25" X 5.25" STUD/POST 5.25" X 5.25" STUD/POST 5.25" X 5.25" STUD/POST 3.5" X 3.5" STUD/POST CIi ICATION$ FOR TYPE FOR EACH OF THE 32'-11 1/2" 11'-i 1/2" CANTILEVER 6'-2 3/4" �- I OYE� 2'-71/2" MAIN FLOOR BEDROOM 9 4,C 10 DF $12 HDR 100 GPM KITCHEN RANGE 44000 OR DOWNDRAFT VENT 411-4". MAIN FLO 3'-1" 5'-1" 3'-2" BATH YU FLUID. PANTRY gni INT,E>a 1 M WM% PUM CAST IN CATICAMTE WTALL 24' IN WOUND. OUP ARS GONG* TE. NO44696 0&MEGTWIRT 6AS FURNAGE W Mf N INTt26RATED PROM/ MAKEUP TINT Oft*10PM! MOW* OU:GOORS Trill9TSTE}tueosAMGTOIb goimkrat commousoormulenummispowne rugo 1GEGA9tN6. 4 X 10 DF II2 HDR TYP. 15'-10 1/2" '-61/2" 10'=51/2" 1'-1 1/2" X T SECTIONAL IN5UTATED GARAGE ODOR. 6 X12 Prim HPR TYP. 0 2-10"»-c ( 16'-2" 21'-10" HOUSE 13EI.OW REVIEWED FOR CODE COMPLIANCE APPROVEP MAR 2 9 2018 hE.Il7F%2S - GWZFSSf�71-1. `,e? w NO TED AZ L Rr-,aDS AXE; ¢ " X /D 1) F,# PERMIT CENTER SCALE 3/16" =1' SCALE 3/16" Ma EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPERABLE AREA OF 5.1 SQ. FT. EGRESS MOONS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH. WINDOWS GREATER THAN 6' ABOVE GRADE OR LOWER ROOF AREA WILL HAVE A MEANO OF FALL PROTECTION. A DEVICE WHEN INSTALLED WILL LIMIT THE OPENING OF THE WINDOW TO 6" . ALL WALK THRU DOORS SHALL se SOLID GORE INTERIOR DOORS SHALL BE PAINTED. ENTRY 0008 TO BE DEFINED BY HOME OINNERPRIOR OWNER'-RIOORDERING DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4" TIGHT FITTING SOLID GORE DOORS WITH A RATING OF 20 MINUTES. 170OR SHAIA. BE SELF CLOSING. SING. EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL DEW MIN. DOOR SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY ORANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING 114 DOORS SHAD. 0E DUAL PANE SAFETY GLASS WITH MIN. U VALUE OF 040 GE DOORS TO BE SECTIONAL, OVERHEAD DOORS SECTR4CAL. DATA. & AUDIO NOTES: HOME OWNER SHALL DO A WALK THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SNITCHES, GABLE, DATA, PH01E. AUDIO, ETC. ELEGTRIGAL NOTES: 1. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL 00 G.F.I. ORG.P.I.G. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 2. PROVIDE ONE SMOKE DETECTOR 114 EACH ROOM AND ONE 114 EACH COR 11082 ACCESSING secnooMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECTSMOKE DETECTORS SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 3. CIRCUITS SHALL BE VERIFIED rime HOME OWNER PRIOR TO WIRE INSTALLATION. 4. FINAL SWITCHES FOR TIMERS AND DIMMERS SHALT. BE VERIFIED WITH 14014E OWNER. 5. FIXTURES TO BE SELECTED BY HOME OWNER. NVITLL.ATION NOTES: ALL COMBUSTION APPLIANCES Wp:1. BE VENTED DIRECTLY TO THE EXTERIOR. FURNACE FIREBOX AND TANKLEBS INATER HEATER SHALL HAVE OUTSIDE GOMSU$TION AIR SUPPLY PURSUANTTO REE.IONAL AND LOCA. G08. ATTIC SHALL HAVE VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPADE. VENTILATION SHALL BE PROTEGTER,FROM:SNOW AND. RAIN AND SHALL BE COVERED WITH GALVANIZED NM S > E EN. OPENINGS SHALL. B0 LOCATED TO PROVIDE GROSS VENTILATION. EXHAUST ALL VENTS AND FANS Dl QTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE 80 CFM MIN.FhN TO PROV DS AGHAN SSR HOUR 114 BATHS CONTAINING TU B AND./ OR SHOWERAND IN LAUNDRYlit610M5 GARAGES: SHALL BE VENTED NIITH 60. SQUARE INCHES LOCATED 6" ABOVE TH0 FLOOR. SURFACE. . . . UNDERFLOOR SPACES SHALL HAVE VENTILATION EQUAL TO ONE SQ FOOT PER 150 SQ DEET 01' PL.00R SPADE. VENTS SHALL BE EAST INTO THE CONCRETE STEM WALLS AND COVERED WITH GALVANIZED WIC, . S.G I : VENTS SHAU. SE LOCATED TO P1157V1515 GROS VENTILATION. STAIRrRAILING. NOTES: STAIRWAYS SHALL HAVE A MIN. WIDTH OF 34". HAND RAILS MAY ENCROACH A MAX. OF 31/2" INTO THE REQUIRED 10DTH. moos:SHALL HAVE A 1411. WIDTH OF 10" STAIR TREADS MUST BE UNIFORM AND GAN NOT VARY FROM THE LAR EST TO TtE SMALLEST BY MORE THAN STANWAYS SHALL HAVE MIN. V-8° OF HEADROOM AT THE NOSE' OF T140 STAIR. ENCLOSED USABLE SPAGE•UIWER INTERIOR STAIRS SHALL BE PROTECTED 014 THE ENCLOSED MAGE WITH "TYPE "X' GYPSUM NALL BOARD. STAIRWAYS SHALL HAVE AT, LEAST ONE HANDRAIL LOCATED 34" TO 38" ABOVE THE NOSING OF MAPS AND LANDINGS. TOE HANDGRIP PORTION OF HANDRAILS SHALL. NOT BE LESS THAN 1-1/2" OR &IMAM.THAN 2!' IN CROSS -SEG N .. TlONAL DIMENSION. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OFTHE STAIRS. THE ENDS OF HANDRAILS SHALL RETURN •TO:WALL OR TERMINATE INTOA NEWEL POST OR'S E?Y TERNINfsL. 36" MIN. 14016141 GUARDRAILS SHALL se PROVIDED FOR AT PORCHES, DECKS, BALCONIES, STAIRWAYS AND LANDINGS P4145RE THE ADJACENT SURFACE IS 61/03ATER THAN 24' MON. RAILING AND iGUARDRAIL PALMIER SPAGING SHALL BE N© &WATER THAN 4". R VISED 12 / 21 f 11 A P.G. CARBON MONOXIDE DETECTOR. REFER TO. THE FOLLOWING' CONSTRUCTION GODES: 2415 INTERNATIONAL. BUILDING GQDE (ISG). 2015 INTERNATIONAL RESIDENTIAL GO>DE (IRG- . ( ) 2015 INTERNATIONAL .EXIST ; WILDING, GORE (TESD). 2010 ASCE MINIMUM :DES1 N . LOfOrt BUILQINf11< AND .OTHER STJGTUREa (ASCE 1-10). . 2015 SPEGIMf. DESIGN P Tit NS FOR NI-so:AND SEISMIC (, ..:.. S). 2015 % 4AE HINGTON STATE E : . C1rY GO1,2 (sego TUKY4IU A MUNICIPAL COM (TMG). N. $Y: K. VIGARY RI -5" 91/1-' 16' POORAND WINDOW. NOTES: EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SIU.. HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPERABLE AREA LESS THAN 20" WIDE OR 24" HIGH. SECOND FLOOR W INDOY'IS WITH GREATER THAN 6' TO FINISH GRADE OR LOWER ROOF SHALL INCORPORATE A MEANS OF FALL PROTECTION THAT WILL NOT ALLOW THE WINDOW TO OPEN MORE THAN 4" WITHOUT THE USE OF A MECH LATCH. AU. WALK-THRU DOORS SHALL BE SOLID GORE INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE DEFINED BY HOME OWNER PRIOR ORDERING DOO : semeeN GARAGE AND LIVING AREA SHALL. BE 1-3/4" TIGHT Firm* SOLID GORE DOORS WITH A RATING OF 60 MINUTES. DOOR SHALL Be SELF CLOSING EXT OR EXIT 000RS WILL BE 36" MIN. NET CLEAR DOORWAY SHALT. BE 32" MIN. DOOR: SHALL SE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL 8E DUAL PANE SAFETY GLASS WITH MIN. U -VALUE OF 0.60 GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS 6ENERAL PLUMBIRO & HVAC NOTES: 1. HVAC SHALL HAVE ONE ZONE, FOR BOTH FLOORS . 2. THE FURNACE AND WATER HEATER ON FLOOR 1 SHALL SERVE FLOOR 2. 3. THE FURNACE AND WATER HEATER ON FLOOR 1 SHALL SERVE FLOORS 1 & 2. 4. METALLIC GAS PIPE, WATER PIPE, AND FOUNDATION REINFORCING BAIIS SHALL BE BONDED TO THE ELECTRICAL SERVICE GROUND. 5. DRYER, WATER HEATER, KITCHEN AND BATHROOM VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER. 6. ALL GAS LINES SHALL BE SUED FOR APPLIANCE LOAD. "BLACK" PIPE SHALL BE USED INSIDE THE BUILDING, "GREEN" PIPE WHERE UNDERGROUND OR EXPOSED TO WEATHER. ALL JOINTS SHALL BE TAPED INHERE BURIED OR EXPOSED TO WEATHER. 7. TUBS/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING TYPE. THE !MATER TEMPERATURE SHALL BE AT A MAXIMUM OF 120"F. 8. EACH HOSE BIM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTION DEVICE. q. HEAT DUCTING SHALL BE SECURED, SEALED AND INSULATED AS _ APPROPRIATE. 10. INSTALL WATERPROOF TILE BACKER AT ALL WATER SPLASH AREAS TO MINIMUM 70" ABOVE SHOWER DRAINS. 43 13'-1" IS '•:e< .. •. TOTAL ME OF MIN. IP STAIRTREAD WY IIT MIN FL p)2 X 12 STR N6CR5 10' STORAGE 6' . RISER. 2ND FL UNE 7 UV R18e SID• TYPO X DRYWALL 13e1AW STAIRS 12'-b" STAIR RUN STI..: DETAIL x 10144' NOM1ST Fl.. 6E61146 STAIRWAY IS ENCLOSED 1AL11 WAY ON earn MS REOUtREo NAI.P GUARD RAI. HOU' GRAS RAG: 4 MAX FIRST FL. UNE V STAIRS / RAILING NOTES: STAIRWAYS SHALL HAVE A MIN. WIDTH OF 34". HAND RAILS MAY ENCROACH A MAX. OF 3 W" INTO THE REQUIRED WIDTH. TREADS SHALL HAVE A MIN. WIDTH OF 10". STAIR TREADS MUST BE UNIFORM AND GAN NOT VARY FROM THE LARGEST TO THE SMALLEST BY MORE THAN 9/8". STAIRWAYS SHALL HAVE MIN. 6'-8" OF HEADROOM AIME NOSE OF THE STAIR. ENCLOSED USABLE SPADE UNDER INTERIOR STAIRS SHALL BE PROTECTED ON THE ENCLOSED' FACE WITH 5/8" TYPO "X" GYPSUM WALL BOARD. STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL. LOCATED 34" TO 98" ABOVE THE NOSING OF TREADS AND LANDINGS. THE HAND GRIP PORTION OP HANDRAILS SMALL NOT BE LESS THAN 1-1!2" OR GREATER THAN 2" IN CROSS-SECTIONAL DIMENSION. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. THE ENDS OF HANDRAILS SHALL Rerun TO WALL OR TERMINATE INTO A NEWEL. POST OR SAFETY TERMINAL. STAIRWAYS HAVING LESS THAN 2 RISERS DO NOT REQUIRE A HANDRAIL. 36" MIN. HEIGHT GUARDRAILS SHALL. BE PROVIDED FOR AT PORCHES, DECKS, BALCONIES, STAIRWAYS AND LANDINGS INHERE THE'ADJACENT 'SURFACES GREATER THAN 24" BELOW. RAILING AND GUARDRAIL BALUSTER SPADING SHALL BE NO GREATERTHAN 4" AND NOT ALLOW A 4" SPHERE TO PASS THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF GUARDRAIL SHALL NOT ALLOW A 6" DIAMETER SPHERE TO PASS THROUGH. EXTERIOR SPIRAL STAIRS TO BE FABRICATED AND INSTALLED PER THE MFG. INSTRUCTIONS. 15' 4513" 1'-11" 31/2" - — 6'-71/2" ---r- 15'-31 /4" A 6oWRS 28'-3" 2'-1" r :'• 3 1/2" /\ 12' 5•1/2" 4 X 10 PPM HDR BEDROOM 2 b- w evWoob FL. HAL.LWA.Y HARDWOOD FI. G 10 DFL, J 1 U1 tT' " 4X10`DF HDR 12' BEDROOM 3 HARDW00511L. RDROBE HARDWOOD FL. 10-2" .a. X 4X:10:DFRt'HIJR 4'-5" —�-- I—LANDING m 4X10Cif #2HQR J, 5 1/2" 5 1/2" 5 1/2" 15-5" "`-rte 5'-1" > 81-5" WINO AREA 1073 54 It ELECTRICAL. DATA & AUDIO NOTES: HOME OWNER SHALL D0 A WALK THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, GABLE, DATA, PHONE, AUDIO, ETC. ELECTRICAL NOTES: 1. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I.ORG.F.I.G. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 2. PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH GORRIPORAGGESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER -CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE 19 TRIPPED, THEY ALL. WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 3. CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE INSTALLATION. 4. FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH HOME OWNER. 5. FIXTURES TO BE SELECTED BY HOME OWNER. 5 1/2" 5 1/2" c 10' 1 yc 6'-q" 21' " POR44,1 ROQF PLAN SEE ALSO SHT 5 , DETAIL PORCH DOVER (NO VENTILATION). LOWER LEVEL IS ALSO ROOF FOR BREAKFAST AREA MAIN FLOOR AREA 55.65F!150a.17SFVENT AR AREA a 1 ROOF VENTILATOR AT .58 SF. J L. ENGINEERED ROOF TRUSS SYSTEM. DESI¢N BY MANUFACTURER ENGINEER !? HIP ROOF WITH MONO TRUSSES 0 24" O.G. SPAN 8'0 ALL CO{ m STION APPLIANCES WILL BE VENTED DIRECTLY TO THE EXTERIOR. FUR E PIEBOX AND TA KLESS WATER HEATER SHALL. HAVE OUTSIDE COMBIJ; T N•AIR SUPPLY PURSUANT TO REGIONAL AND LOCAL CODES. ATTIC : HAVE VENTILATION EQUAL. TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACEj V ILLATION SHALL BE PROTECTED FROM Noel AND RAIN AND SHALL. BE COVET* IN &ALVAN: WIRE SCREEN. OPENINGS: SHALL BE LOCATED TO PROVIDE d 5 VENTILATION. EXHAUST VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUETS, PROVIDE 80 CFM (MIN); ANS TO PROVIDE: 5; AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND/ OR •WER AND IN LAUNDRY ROOMS. ATTIC VON ILATION 2ND FLOOR: ATTIC ARRi' 62 SF. VENTILATION REQUIRED 1 SF FOR EVERY 1 F: 462 / 1501= .ASF VENT AREA =11 ROOF VENTILATORS AT .58 S. ATTIC VENT! ATTIC AREA1c EVERY 150; 5F. 148 / 1501=1E2. AT .58 SF. ON 157' FLOOR 5F. VENTILATION REQUIRED 1 SF FOR F VENT AREA =,3 ROOF VENTILATORS 1'=q 1/2" IVING_ RM MAIN FL. DOWN SPOUT(S) AU. CONNECTED TO IN GROUND 6" TIGHT LINE PIPE. DRAINING TO INFILTRATION TRENCH SEE 514T 1517E PLAN STAIRS / Qs, NOTES: STAIRWAYS SHALL. HAVE A MIN. WIDTH OF 94". HAND RAILS MAY ENCROACH A MAX. OF 31/2" INTO THE REQUIREDWIDTH. TREADS SHALL HAVE AMIN. WIDTH OF 10". STAIR TREADS MUST BE UNIFORM AND GAN NOT VARY FROM THE LARGEST TO THE SMALLEST BY MOOR MAN 3/8". STAIRWAYS SHALL HAVE MIN. 6'-8" OF HEADROOM AT THE NOSE OF THE STAIR. ENCLOSED USABLE SPADE UNDER INTERIOR STAIRS SHALL BE PROTECTED ON THE ENCLOSED FAGE P4ITH 5/8" TYPE "X" GYPSUM WALL BOARD. STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL LOCATED -S I" TO 38" ABOVE THE NOSING OF TREADS AND 'LANDINGS. THE HAND GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1-1/2" OR GREATER THAN 2 IN CROSS-SECTIONAL DIMENSION. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. THE ENDS OF HANDRAILS 'SHALL.RETURN TO WALL OR TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL. STAIRWAYS HAVING LESS THAN 2 RISERS DO NOT REQUIRE A HAND RAIL. 36" MIN. HEIGHT GUARDRAILS SHALL BE PROVIDED FOR AT PORCHES, DECKS, BALCONIES, STAIRWAYS AND LANDINGS WHERE THE ADJACENT SURFACE 1S GREATER THAN 24" BELOW. RAILING AND GUARDRAIL BALUSTER SPACING SHALL BE NO GREATER THAN 4" AND NOT ALLOW A 4" SPHERE TO PASS THROUGH. THE TRIANGUI-AR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF GUARDRAIL SHALL NOT ALLOW A b" DIAMETER SPHERE TO PASS THROUGH. EXTERIOR SPIRAL STAIRS TO BE FABRICATED AND INSTALLED PER THE MFG. INSTRUCTIONS. VENTILATION NOTES: ALL COMBUSTION APPLIANCES W1LL BE VENTED DIRECTLY TO THE EXTERIOR. FURNACE FIREBOX AND TANKLESS VOTER HEATER SHALL HAVE OUTSIDE COMBUSTION AIR SUPPLY PURSUANT TO grarltotita. AND LOCAL CODES. ATTIC SHALL HAVE VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPADE. VENTILATION STOLL_ BE PROTECTED FROM SNOW AND RAIN AND SHALL BE COVERED WITH GALVANIZED WIRE SCOME14. OPENINGS SHALL Be LOCATED TO PROVIDE GROSS VENTILATION. EXHAUST AU. VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUETS, PROVIDE 80 CFM (MIN) FANS TO PROVIDE 5'AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND /OR SHOWER AND IN LAUNDRY ROOMS. 1611 = 1' CP D REFER TO THE FOLLOWING CONSTRUCTION CODES: 2015 INTERNATIONAL BUILDING CODE (IBC). 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC). 2010 ASCE MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES (ASCE 1-10). 2015 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS). 2015 WASHINGTON STATE ENERGY CODE (Y ►EC) TUKWILIA MUNICIPAL CODE (TMG). rREVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2018 City of Tukwila I EXPIRES: 4/24/17 ' .";"..").-#441/,'" 6.."). .,8' RECEIVED CITY OF TUKWILA REVISION 12 /27 / 17 ADD CARBON MONOXIDE DETECTOR CHANGE ROOF PITCH JAN 19 2018 ERMIT CENTER V. 12/ 21 / 11 SCALE: NOTED AN -.ROOF PLAN FOR VANI T SHT # 4/6 i'i 43'-3" 32-11 1/2" 4$'-a 2T GRADE LEVEL DECK FIGS. 2X8 P.T. JO!'ST 016" O.G. iX+ P.T 101-3" 6'X8' P.T. 6'-9" 6'-9" COVERED DECK IGAL FTG. ALL EX'~rERIOR 8.. LS EXCEPT G 24' NO GA ° GE FTG. RE GFS TO 16" 120bVT 120bVT 120bVT 6'-9 1206YT •1 T PIER PAP TYP. 24X24X10 W/ (3) # 4 EA. WAY ri •1 J 5/8" X 10 GALV ANCHOR BOLTS MIN. T IMBED INTO STEM WALL 4' 0.C. 17 MAX. FROM CORNERS +1 16f:�tu 0 z W It 1t) 4" —H Lo v- GARAGE GONG. SLAB OVER COMPACTED SO 16'2" 21'-10" L 1 r�--1 30X22 CRAWL ACCESS' I I L__II 6' 41 1206VT ---7 FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. sir X 10 GALV ANCHOR BOLTS MIN. 'I" IMBED INTO STEM WALL 4' O:G.12" MJiX. FROM GQ. E! 4" PVG DOII ISPOUT TiGHTLI E TO INFILTRATION T NGH NEC 250.52 Grounding Electrodes A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 -foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) VAPOR BARRIER .004 BLACK V1SOUEEN OVER ENTIRE GRAM AREA. 12" MIN. SEAM OVER LAP 4T-0" FOUNDATION NOTES: ALL FOOTINGS TO REST ON GLEAN, F1RM 1.MUNDISTU ReamintameeLakei mom;.. 5. CONCMTE STRENGTH. AT 26 DAYS FOR . ALL SLABS. (FOUN°ATI .a ATDAYS FOR ALLOT HRION. SLUMP, 4' USE TM A-615 *MOE 60 DEFORMED REINFORC1N BE 11. TEP FOOTINC►S ARE REQUIRED TO MAINTAIN D ON 2,500 P NOTED MVIUSE 3TUP ' OR ENGINEER APPROVED Flit 23'-2 1/2" 51b" X 10 GALV ANCHOR BOLTS 1ST FL. LI! A.F.O. #4 3 012 O.C. #4 DAR CONT. 2 X 10 D.F. JOI MIN. 1" IMBED INTO. STEM WALL 4' O.G. 12" MAX. FROM CORNERS T. Q 16" O.G. #4 X a DOWEL PINS 0 24" O.G 4" IMBED INTO FRN. !«TALL ✓ARA 4" GONG. S •OVER GQ 4" PVG PONN$"SPOUT TIGHTLINE TO .:. INFILTRATION TRENCH BEAMPER PLAN 4 X 4 P.T. POST TYP. PBS 44A SLOPE 1/4" IN 10' PAGTED SO1- D AGAINST AIR INFILTRATION. THE LINE OF GONG. STEM WALL BEYOND 41'-', N 8'-5" 12061/T • 1206VT V-411/2" 7///S L /NE D.r BEAMS; 7y, DEA/4 S 'gE 1L " x /a „ 11'-2 1/4" FOIJNDATIRN PSN SCALE 10" = 114" 60 PIER PAD PER PLAN METAL. DUCTS, PROVIDE -410 BATHS CONTAINING TUB AHD / TYPICAL FTG. ALL EXTERIOR WALLS EXCEPT GARAGE INCeiVG LOCATED 6" ABOVE THE ;T1ON EQUAL TO ONE SQ. FOOT PER 150 T INTO THE CONCRETE STEM VALES NTs 510,14. BE LOCATED TO PROVVE .F. O . (14) 6 X 14 SCREENED GBTZ POST TO BEAM j/— CONCEALED CONNECTOR 2T-51/2" F. b X 12 P.T. DONT. BEAM 6X12 BEAM TYPICAL F— 6x6 POST P.T. TYP. --� 6X10 P.T. CONT. LEDGER BM.— 5/8"X 12 GALV. THRU SOLT. 2EA. P.T. coNT. ROOF AND ATTIC WELDED WIRE MESH (2) #4 BAR QONT. 50 YEAR COMPOSITION ROOFING. (OPTIONAL; 30S ROOFING FELT. 1/2" EXTERIOR GRADE SHEATHING. ENGINEERED ROOF TRUSS SYSTEM R4q ELOPIN IN OR BATT INSULATION INSULATION BAPFLE EVERY TRUSS BAY. VENT BLOCK AT EA. TRUSS BAY: BLOCK TO HAVE 35A. 2" DIA. O ?s - (2) #4. BAR HORIZ. FASCIA, 5/4 X 6 TYPICAL GONTINIOUS K5 METAL GUTTER TO MATCH EXISTING. 2ND FLOOR!N.4LL. CONSTRUCTION. -HARDIE SIDING 51/2" EXPOSURE. -TYVEK HOUSE WRAP. -1/2" EXTEERtCRR GRAPE SHEATHING. -2X6 H1= 5TUD8,16" O.G. -R21 BATT' INSULATION. -1/2" GYPSOM 141ALL BD. WALLS AND 5/8" GYPSOM kNALL SD. CEILINGS. ENGINEERED MONO TRUSSES x'24" O.G. 2ND.FLOOR LINE 10 1/4" IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. 1/4" = 11-0" 16" DIA. RND. X48" GONG. FTG 5 PLACES LUS210 EVERY TRUSS 5 BIL II11I111111BBB1111i1B1111 2ND FLOOR/ WALL GQNSTRUGTION, RIGID R10 INS. 4X8DF#11AIINDOW / POOR HEADERS. TYPICAL MILGARD WINDOW. INSTALL PER MFG. INSTRUCTION. .U30. 9/4" "GOLD EDGE" T AND G SUBFI.00R. q 1/2" TJI 230 FLOOR JOIST AT 16" O.G. 91/2" TJI RIM JOIST. CONTINUOUS. 516" X 12 GALV. THRU SOLT.2EA. POST AVERAGE FINISH GRADE 6 X 12P.T. FRONT AND EA. 8' 0 8'8' 2X8 P.T. LEDGER BD SPACER PUCK 012" 0.G STAGGERED. 5/8" X 6 GALV. LAG BOLTS 012" Q.G. STAGGERED LUS28 HANGER 6x6 POST P.T. TYP. - 5/4" X 6 COMPOSITE OE 2X8 P.T. JOIST e:16" O. t 1 R VIEW FOR /APa 1►I POS MAR 2 9 2010 kwitil REFER TO THE FOLLONIING CONSTRUCTION CODES: 2015 INTERNATIONAL. BUILDING COVE (ISG). 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). 2015 INTERNATIONAL EXISTING BUILDING CODE (IE8C). 2010 ASE MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES (ASCE 7-10). 2015 SPECIAL DESIGN PROVISIONS FOR IAIIND AND SEISMIC (SDPkNS). 2015 NIASHINGTON STATE ENERGY COPE (MEC) TUKIAIILLA MUNICIPAL GORE (TMG). 03 I R 49 INSULATION OVER BREAKFAST AREA. 15T FLOOR WALT. CONSTRUCTION. -HARDIE SIDING 5 1/2" EXPOSURE. -TYVEK HOUSE WRAP. -1/2" EXTERIOR GRADE SHEATHING. 2X6 HP STUDS 0 16" O.G. -R21 BATT INSULATION. -1/2" GYPSOM`HALL BD. WALLS AND 5/8" GYPSOM. WALL SD. CEILINGS. 5/8" X 10 GALV ANCHOR BOLTS 7/ 1"IMBED INTO FON. WALL 0 4' O.G. 12" MAX. PROM CORNERS NEW 2X10 FLOOR SYSTEM 16" DIA. RND. AUGER DRILLED G0' FTG SEG" REVISED 12 ADD NOTE 48" NEW FOUNDATION RECEIVED CITY OF TUKWILA JAN 19 2018 PERMIT CENTER /27/1'i $ DOWN POUT CONNECTION EXPIRES: 4/24//r /$-,47, 7//'/it T;,-.. GN DATE: 11 /i'0 /11 V. 12/ 21/11 SGALE: NOTED 514T 5/6 COMPOSITION ROOF 0 0 FING FELT 1121 ROOF ATHING 2X4 ENGINEERED TRUSSES • 24" 0,C, swop. OR CARDBOARD INS. BAFFLE EA. JOIST MY. SCREENED VENT BLK. SUPPLIED IN TRUSSES INSTALLED EA. TRUSS DAY R441 BATT OR BLOWN IN INS. UUUL <2 X 4 L.: 24 0.C. BLOCKING H 2.5 POSITIVE CONN. • EA. TRUSS TO NALL • TYPICAL ..EAVE VENT NOT TO SCALE TYP. EXTERIOR /NALL -HARDIE SIDING 5 1/2" EXPOSURE. -TYVEK HOUSE ~P. -112" EXTERIOR amAce SHEATHING. -2X6 HF STUDS• 16" O.C. -R21 BATT INSULATION. -1/2" GYPSOM NALL BD. WALLS AND 5/8" GYPSOM NALL BD. CEILINGS. 2N0 FL. cea. CANTILEVER 47' ROOF AND ATTIC 50 YEAR COMPOSITION ROOFING. (OPTIONAL) 50R ROOFING FELT. 1/2" passim% GRADE SHEATHING. ENGWEERED.ROOP TRUSS SYSTEM R4q SLOW IN OR sATr INSULATION INSULATION BAFFLE EVERY TRUSS BAY. VENT BLOCK AT EA. TRUSS BAY: BWGI( TO HAVE 3EA. 2" DIA. RD. SCREENED HOLES 2140 FL. LIN.EV 12 SW 1ST FL. CEIL. LIKE TYP. EXTERIOR NALL -HARDIE SIDING 5 1/2" EXPOSURE. -TYVEK HOUSE MAP. -1/7 EXTERIOR GRADE SHEATHING. -2X6 HF STUDS @ 16" O.G. -R21 BATT INSULATION. -112" GYPSOM %NALL BD. WALLS AND 5/8" GYPSOM NALL BD. CEILINGS. VENT T TES: 0 AP X AND T T TO VENT BE VEN TE 1, T TLY TO:TF RAVE 1ST FL. LIN R58 INSULATION 0 CANTILEVER. 3/6" GEDAR SOFFIT or PVC TIGHTLINE DOIAINSPOUT TO INFILTRATION TRENCH. • TO 1 S. FOOT PER 156 T Of ATTIC, BE TED TO TS, MT LOCATED 614 TO• ONE SQ. FOOT PER 12 T INTO TM TE STEN TED TO Th GAL NEIN 2N0 FLOOR / WALL CONSTRUCTION. 4X10 DF IAIINDON / DOOR HEADERS. RIGID R 10 INSULATION TYPICAL MILGARD SIR4P0104. INSTALL PER MFG INSTRUCTION. .U50. 3/4" "GOLD EDGE" T AND 6 SUBFLOOR. — q 112"TJI 230 FLOOR JOIST AT W O.G. 411/2" TJI RIM JOIST. CONTINUOUS. SOLID 2X BLKG UNPER ALL PALLS. DOUBLE JOIST UNDER ALL PA WALLS. -21/2" A TYPICAL INTERIOR INALLS. 2 x.4 STUDS., W O.G. 4 X b HMS OVER ALL INTERIORPOORS. 1/2" GYPSOM WALL BOARD WALLS. 518" GYPSOM WALL MX ALLGEILINGS kYj A I tt4 BAR 030* 0 C. - 5? 3 *4 BAR HORZ. 012 04. 14 BAR CONT. • VAPOR BARR OR .004 BLACK VBWUEEN CSVOIL AREA4,1/ 141N. t ENTIRE b` X 12" Prit2 BEAM 518" X 10 GALV ANCHOR BOLTS MIN. r IMBED INTO STEM KALI • 0 4O.G. 12' MAX. PROM CORNERS REP ROOF TRUSS SYSTEM OVER GARAGE. TRUSSES 024" O.G. 6112 PITCH 41' -0" rreicAt. PTG. ALL EXTERIOR. WALLS EXCEPT GARAGE 2 X 10 P.F. JOIST 16" O.G. PIER PAP PER PLAN 5UiLIN BEAM PER PLAN 4 X 4 P.T. POST TYP. P013 44A GARAGE CONSTRUCTION 2 X 6 STUDE4 W 0.C. ALL KAMM WALLS INSULATED TO R 21. CEILINGS R4q WHERE NEEDED. 5/6" DRYINALL M.L WALLS GNAW INALLSREGUIRE0) 5/8" TYPE X DIMAIALL CEILING. 6" X 12" PM BEAM *4X 8 DOWEL PINS 0 24" 0.0 4" IMBED INTO FON. WALL SLOPE -1/4" IN 10' TYPICAL FTG. ALL EXTERIOR PULLS EXCEPT GARAGE TION FOUNDATION SHT 5 NOT TQ SCALE 6 X 12 DP 4t2 GC? LINE OF GONG. STEM NALL BEYOND GARAGE 4" GONG. SLAB °VOIR COP4PACTED SOIL T. i. F0,161 +4TT:MT"AE 11:TM:AT1.F:NI4LAA 01;1IETNA I 0 1 1 U 2015 SP DES*, 2015 TON STAT NICIFAL TION CODES: (Ma E (IRC). • COPE (scf). OULDING AND OTHER STRUCT NNE) AND seismia (some). (yew (T ° (A 1-10). !EXPIRES: 4/24//P I /R JAI,/ YIP • SAIELVE0 WIRE MESH (2) 04 BAR CONT FOR CODE COrfrIJANCE APPF,',' WED. MAR 2 L3yILDING City of ukwila DMSL 2016 REVISION 1 ADD CO / 21 / 11: OUT CONNECTION NOTE. NSIOtS. 6"X 12" FR2 BEAM LINE OF GONG. STEM WALL BEYON (2) #4 BAR HORIZ. 4" rya TIGHTLINE DONNSPOUT TO INFILTRATION TRENCH. • CIrilf3OF IVREOEIVILA JAN 192018 P MIT CENTER DAT 6 / 12 /11 12/21/11 CALE: NOTED uI. 1 T • TI NS N. 13Y: K. \MARY SHT 6 / 6