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Home My WebLink AboutPermit D16-0203 - SUNWOOD CONDOMINIUMS - CARPORT 7 REPAIR AND REROOFSU OOD CONDO HOA - CARPORT 7 15249 SU OOD BLVD BLDG 0 D16-0203 � City of Tukwila • .�, Department of Community Development "� �� • 6300 Southcenter Boulevard, Suite #100 ��;<., Tukwila, Washington 98188 ''' Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 8141400000 Permit Number: D16-0203 Address: 15249 SUNWOOD BLVD BLDG A Issue Date: 9/15/2016 Permit Expires On: 3/14/2017 Project Name: SUNWOOD CONDO HOA - CARPORT 7 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: �� 11M SYME 1661 E OLIVE WAY, STE 200 , SEATi'LE, WA, 98102 C D K CONST SERVICES INC PO BOX 1767 , DUVALL, WA, 98019 CDKCOS1066MA Phone:(206)682-5211 Phone:(425)788-8441 Expiration Date: 10/19/2017 Name: SUNWOOD CONDO HOA Address: 15235 SUNWOOD BLVD , TUKWILA, WA, 98188 DESCRIPTION OF WORK: REPAIR AND REROOF EXISTING CARPORT Project Valuation: $20,000.00 Fees Collected: $824.42 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: U Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition International Mechanical Code Edition Uniform Plumbing Code Edition: International Fuel Gas Code: Public Works Activities: Channelization/Striping: 2015 National Electrical Code: 2015 WA Cities Electrical Code: 2015 WAC 296-466: 2015 WA State Energy Code: 2015 2014 2014 2014 2015 Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No �;��.� �«'� mi n r Au horized Si nature: ��./ Date: rer t Ce te t g I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this developmen�,peFrriit �nd agree to the conditions attached to this permit. Signa Print Date: G � � � � V This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 6: 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. 7: 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). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: Prior to final inspection for this building permit, a copy of the roof inembrane manufacturer's warranty certificate shall be provided to the building inspector. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0103 PRE-REROOF 0401 ROOF SHEATHIN6 �J,��rt t�a`H,qs .� y `� . � � x °( ; oI �►�;�` ��2 2908 CITY OF TUKY� A Communiry Development Department Public Works Depnrtment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://w�vw.Tukwi]aWf1. eov Building Per.___ r No.1\� — Cl7�jj�j Project No. Date Application Accepted: �' Z�.�' `b Date Application Expires: � � `�'a,-�- �1 use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 814140-0000 site Address: 15100 Sunwood Boulevard, Tukila WA 98188 Suite Number: Floor: Tenant Name: Sunwood Condominium HOA New Tenant: ❑.....Yes m..No PROPERTY OWNER Name: Sunwood Condominium HOA Address: 15235 Sunwood Boulevard City: Tukila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Jim Syme AIA Address: 1661 east olive way, suite 200 Ciry: Seattle State: WA zip: 98102 Phone: �206) 682-5211 Fax: Emaii: �im@kilburnarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\FormsApplications On Line�2011 Applications�Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Kilburn Architects LLC Architect Name: H. Todd Kilburn Address: 1661 East Olive Way Suite 200 ciry: Seattle State: wA Z'p' 98102 Phone: �206) 682-5211 Fax: �206) 682-1403 Email: office@kilburnarchitects.com ENGINEER OF RECORD Company Name: Dibble Engineers Engineer Name: Robb Dibble P.E Address: 1029 Market Street Ciry: Kirkland State: WA zip: 98033 Phone: �425) 828-4200 Fax: �425) 827-6131 Email: robb@dibbleengineers.com Page 1 of 4 BUILDING PERMIT INFORMATIO' 206-431-3670 Valuation of Project (contractor's bid price): $ 20,00� Describe the scope of wark (please provide detailed information): Repairs to, and re-roofing of existing carport. Existing Building Valuation: $ Will there be new rack storage? ❑.....Yes �.. No If yes, a separate permit and plan submittal will be required. Provide A(1 Building Areas in Square Footage Below Addition to Type of Type of Existing Construction per Occupancy per Existin lnterior Remodel Structure Ne�v IBC IBC 1 S` Floor 2" Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport 1,617 Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard:_ Will there be a change in use? ❑....... Yes FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm Compact: Handicap: ❑....... No If "yes", explain: ❑ .......None ❑ .......Other (specify Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes ❑.......No If "yes', attach list of materia[s and sforage locations on a separate 8-1/Y' x I1 " paper including guantilies and Material Safety Data Sheets. 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. H:�Applications�FormsApplications On Line�201 I Applications�Permit Application Revised - 8-9-I I.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFO' TATION - 206-433-0179 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 ❑ .. Highline ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑...Valley View ❑ .. Renton ❑...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic Svstem• ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Aoalication (mark boxes which applv): ❑...Civil Plans (Maximum Paper Size — 22" x 34") ❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that aaplvl: �...Right-of-way Use - Nonprofit for less than 72 hours ❑.. Right-of-way Use - Profit for less than 72 hours ❑...Right-of-way Use - No Disturbance ❑.. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ,> ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size.. " WO # ❑... Water Only Meter Size............ " WO # ❑ ...Sewer Main Extension .............Public ❑ Private ❑ ❑ ...Water Main Extension .............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthlv Service Billin� Mailing Address:, Water Meter RefundBilline: Mailing Address:. ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone:, Ciry Day Telephone: City State Zip State Zip H:\Applications\Forms-Applications On Line�2011 ApplicationsNermit Application Revised - 8-9-I l.docx Revised: August 201 I Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Pian Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OVl'NER OR Signature: d�i AGENT: Date: + 2`t �1� v" 2p� 682 5 21( PrintName: J1�►�i �� i(�r DayTelephone: MailingAddress: (6�I � �LlVG �� `� � 5�� W+�' ��0'� Ciry State Zip H:Wpplications�Forms-Applications On Line�201 I Applications�Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 bh Date Paid: Monday, September 12, 2016 Paid By: REBECCA H KUNZA Pay Method: CHECK 1013018050 Printed: Monday, September 12, 2016 2:30 PM 1 of 1 �� SYS7EM5 Date Paid: Friday, July 22, 2016 Paid By: JAMES SYME Pay Method: CREDIT CARD 022978 Printed: Friday, July 22, 2016 12:05 PM 1 of 1 nm . �� .� � �.ry:�r - r -- INSPECTION RECORD , S Retain a copy with permit �� s�� INSPECTION N0. PERMIT N0. CITY �F TUKWILA BUILDING D1VIS14N 6300 Southtenter B[vd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Appr�oved per applicabte codes. � Corrections required prior to approval. � paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD � iNSPEcrioN rvo. Retain a copy with permit ��P� ��o C1TY OF TUKWII.A BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Reques# Line (206) 438-9350 � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD t %(, -O�G,� � � Retain a copy with permit INS ION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Appr�oved per applicable Codes. � Corrections required prior to approval. COM M ENTS: Inspector: Date: /6 / i� C7 l u REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ,�, 1NSPECTION RECORD � � Retain a copy with permit �� r��U � INSPECTION N0. PERMIT N0. CITY 4F TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. a Gorrections required prior to approvai. COM MENTS: � REtNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD .�� i Retain a copy with perm�t INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. a Gorrections required prior to approval. COMMENTS: Inspector: Date: � f � REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD � � Retain a copy with permit �`� � 3 INSPEC710N N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Gorrections required prior to approval. COMMENTS: Inspector: Date: � � U REINSPECTION FEE REQUIRED. Prlor to next inspecUon, tee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. MA .w_ Roofing &Waterproofing LABOR GUARANTEE Property Owner: Sunwood Condominium HOA Property Name: Carport #7 Site Address: 15235 Sunwood Blvd City, State, Zip: Tukwila, WA 98188 Guarantee Begins from this Date: 11-15-2016 i� , ° i'i',i!,:`, .,.� . Date Issued: November 28. 2016 Manufacturer: Soprema Product: SopraFlan 180 FR/GR Color: White Guarantee Expires on this Date: 11-15-2021 Tacoma Roofing Inc. is a Washington State Corporation with its main office at 7006 West 27'h Street, Suite E, University Place, WA 98466 and Tacoma Roofing Inc. guarantees the above named owner that the above type of material was installed in accordance with the written proposal by Tacoma Roofing Inc. for the work that was done. Tacoma Roofing Inc. will perform repair work to the roofing system necessary to stop leaks, which occur during a period of five (5) years from the date of completion as a result of any of the following causes: 1) Deterioration of the installed roofing materials, membrane or flashing system resulting from ordinary wear and tear by the eiements. 2) Workmanship on the part of Tacoma Roofing Inc. or its employees in the application and installation of the roofing materials, membrane or flashing system. 3) Slippage or other movement of the installed roofing material, membrane or flashing system caused by improper instailation. 4) Blisters, bare spots, fishmouths, wrinkles or ridges in the installation of inembrane. 5) Splits in the roofing materials not caused by structural movements or failure or movement of any material underlying in the installed roofing shingles, membrane or flashing system. this guarantee is valid only for the period referenced above. Tacoma Roofing Inc. must authorize ali materials in advance. It is understood that Ieaks caused by any of the following are Excluded from this guarantee. a) Naturai disasters including but not limited to winds over 60 MPH, hail, earthquakes lightning, floods, etc. b) Structural movement or failure of movement of any material underlying the installed roofing shingles, membrane or flashing system. c) Failure to notify Tacoma Roofing Inc. in writing of: - Changes in the original usage of the building that would adversely affect the performance of the installed roofing shingles, membrane, or flashing system. - Modifications or additions to the roofing system. d) Damage to the instalied roofing materials, membrane or flashing system resulting from: - Lack of positive drainage or blocked drainage. - Chemical attacks on the roofing shingles, membrane-flashing system by spills, coatings, and exhausting of materiais unto roof. - Building design or construction. - Movement or deterioration of inetal adjacent to or built into the roofing material, membrane or flashing system. - Foot traffic. - Other contractors working on the roofing shingles, roof material, membrane or flashing system. - Nails driven through the roofing shingles for the siding subcontractors pump jacks - Others working upon the roof and damaging the roofing shingies due to their safety lanyards ripping the shingles, ridge vent, roof vents andlor sheet metal flashings. E) Asphalt roofing shingles not sealing down. rj Annual mainienance musi be conducied and prooi of mainfenance musi be recorded and kept. Faiiure to maintain roof, will invalidate this guarantee. Tacoma Roofing Inc. assumes no responsibiiity for damage to the structure or its contents froin any type of leaks, or any other consequential damages as a result of leaks. Tacoma Roofing Inc. sole responsibility is the cost and/or repair of the instalied roofing system. Owner ResponsibiliTy: In event of a teak in the installed roofing materials, roofing shingles, membrane or flashing system, the owner will notify Tacoma Roofing Inc. in writing within thirty (30) days after discovery of the leak or in the event of leak requiring emergency type action, immediately by telephone followed up in writing with in seventy-two (72) hours. The owner will notify Tacoma Roofing Inc. in writing of any proposed modification, major repair or addition on or through the installed roofing shingles, roof material membrane or flashing system for each occurrence after the date of issue of this guarantee. Drawing and plans showing the location of the proposed changes must be provided. The owner will notify Tacoma Roofing Inc. in writing of changes in the original usage of the building that would adversely affect the pertormance of the system. If the owner fai�s to contact Tacoma Roofing Inc. in the time frame set foRh above, then any consequential damages to the owner's building will be the sole responsibility of the owner and not the responsibility of Tacoma Roofing Inc. All impiied guarantees/warranties, including warranties of inerchantability and fitness for a particular purpose are excluded from this guarantee. � ;�-�,----_. ��,�'�� i 1 � 2� � zv ( � SIGNED ON BEHALF OF TACOMA ROOFING & WATERPROOFING � DATE 7006 West 27"� Street, Ste. E- University Place, WA 98466-T/253.472.3484 • F/253.476.1547 - TacomaC�T2comaRoofCo.com srs2�:�M6�..�: �� d ��; '4 �� „ YiNR "'��,:; � 1 7f '�,�". ��` � Limited Product Warranty 1. LIMITED PRODUCT REPLACEMENT WARRANTY Soprema, Inc., an Ohio corporation, subject to the terms, conditions and limitations set out below, warrants that all Soprema brand products are free from defects in factory workmanship and materials. The term of this warranty is 5 years from date of manufacture, when used in the United States of America. ANY APPLICABLE IMPLIED WARRANTIES, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY LIMITED IN DURATION TO THE SHORTER OF THE WARRANTY PERIOD DESCRIBED ABOVE AND THE TERh7 PRESCRIBEC 8Y THE STAiE WHERE THE PRODUCTS ARE SOLD. 2. REPORTING CLAIMS To make a valid claim, you must submit a Notice of Claim form (available at <www.soprema.us>) to Soprema's Warranty Department within 30 days after the alleged defect is discovered (or in the exercise of reasonable care should have been discovered). The claim form must include proof of purchase (for example, a copy of your purchase receipt) and a description of the problem you are experiencing, together with photographs (preferably digital). Mail the form and attachments to Soprema at 310 Quadral Drive, Wadsworth, OH 44281-9571. After receiving a properly documented claim, Soprema will promptly investigate and report its findings, conclusions, and plan of action back to you. 3. YOUR REMEDY If a defect covered by this warranty is confirmed, then Soprema will, at its option (and subject to the limitation set out below), either provide you with replacement product of like kind or refund your purchase price for the defective product. If replacement product is provided, the original warranty will apply to the replacement product, for the balance of the term of the warranty. These remedies are your sole and exclusive remedies against Soprema. 4. CONDITIONS Soprema does not have any obligation under this warranty unless ALL of the following have occurred: (a) Within in 30 days after date of product purchase, you have registered this warranty with Soprema (s2e the registration instructions set out below — there is no cost to register). (b) You give Soprema written notification of jrour claim in a timely fashion. (c) The product is installed and maintained in accordance with good roofing practices. (d) You have removed all standing water, snow, ice and debris; any traffic surfaces or other overburden; as well as any structure placed upon or built over the top of the areas where the aliegedly defective products are located. 5. EXCLUSIONS AND LIMITATIONS The maximum liability of Soprema during the life of this warranty is Iimited to the original purchase price you paid for the products that are the subject of this warranty. This warranty does not cover, and Soprema is not responsible for, defective installation of the products or for any lab.or costs, overburden Form 116 removal or replacement, tear-off costs, disposal costs, equipment costs, or other costs incurred for installing or removing defective products, nor for installing replacement products. This warranty does not cover, and Soprema is not responsible for, damage caused by lightning, explosion, flood, hail, windstorm, earthquake, hurricane, tornado, microburst, or other similar catastrophic event. This warranty does not cover, and Soprema is not responsible for, damage caused by any defect, settlement, movement, displacement, or structural failure in or of the structure upon which the product is applied; damage from fire or other source of excessive heat; damage from deliberate or negligent acts; damage from corrosive substances; damage from infestation by animals, insects or vegetation; damage caused by or during storage or installation of the product; damage caused after installation of the product; or damage attributable to repairs or additions to or modifications of the structure to which the product is installed. IN NO EVENT SHALL SOPREMA BE LIABLE TO YOU FOR ANY INDIRECT, CONSEQUENTIAL, INCIDENTAL, OR OTHER SIMILAR DAMAGES, including, for example, injury to or illness or death of persons, damage or destruction of property or equipment, or the presence or growth of mold, mildew or other similar substance. Some states do not allow the exclusion or limitation of incidental or consequential damages, so the above limitation may not apply to you. 6. MODIFICATION This warranty may only be modified in a written document signed by a corporate officer of Soprema. 7. NOT TRANSFERABLE This warranty is made only to you and is not transferable or assignable in any manner. Effective as of the date of any transfer of all or any part of your interest in the building to which the products have been installed, even to an affiliate, this warranty, and all of Soprema's obligations hereunder, shall immediately and automatically terminate. 8. GENERAL This warranty is governed by and shall be construed in accordance with the internal laws of Ohio, without giving effect to any choice of law rules that may require the application of the laws of another jurisdiction. The terms of this warranty are severable so that any illegal, invalid or unenforceable provision, if feasible, shall be modified so that it becomes legal, valid and enforceable, or if not feasible, stricken, in either case without affecting the validity or enforceability of the remaining provisions. This warranty gives you specific legal rights. You may also have other rights that vary from state to state. 9. REGISTRATION INSTRUCTIONS Your warranty may be registered by calling Soprema, toll free, at (800) 356-3521, and we will mail you a registration form. After you register your warranty, you will receive a numbered registration card that you should keep with this warranty and your proof of purchase. (10/2009) � . I: ___ Roofing&Waterproofing ROOF CARE AND MAINTENANCE GUIDE A regular roof repair and maintenance program is fundamental to the satisfactory long-term performance of your roof. Through such a program, potential problems can be found in early stages, hopefully resulting in the problem being prevented altogether. Roof Access. Limit access to roof to authorized personnel only, meaning those with a real need to be there. We suggest you maintain a log of all persons granted access to your roof. We also suggest that a sign similar to the following be posted at al roof hatches and other points of access to the roof: "All persons seeking access to this roof must first register in the log at our front desk." Inspection. Inspect your roof at least semi-annually, in the spring and the fall. Also inspect the roof after any severe winds or storms and after any event that could be reasonably expected to cause damage to your roof or to your building envelope. Any discovered damage to your roof must be promptly report by you to Tacoma Rooflng & Waterproofing and then corrected by Tacoma Roofing & Waterproofing or an authorized roofing contractor of the manufacturer that is upon your roof. Corrections or modifications to your roof made by anyone other than Tacoma Roofing & Waterproofing or a manufacturer authorized contractor may, at the option of Tacoma Roofing & Waterproofing, void your warranty — both the Labor Guarantee and the Manufacturer Warranty. Cleaninq the Roof. A manufacturer warranted roof must be cleaned on a regular basis and kept free of debris such as branches, leaves, bottles, rocks, cans, soil or anything else that could plug drains or cause a puncture to the roofing membrane. All drains and scuppers, even though not covered by the manufacturer warranty, should be check on a regular basis to ensure they are not plugged and are free- flowing. Roof Membrane and Base Flashina. During each semi-annual inspection, ail roofing and flashing surfaces must be carefully checked for any abnormal conditions such as, for example: (1) any signs of stress, such as diagonal wrinkles or blisters; (2) evidence of inechanical abuse, such as punctures, slits or cuts; (3) evidence of damage caused by chemicals, cleaning agents or other harmful substances dripped, spilled, discharged or blown onto the roof; or (4) wear due to foot traffic or other types of abuse. Walls. Walls (particularly those constructed of masonry and stucco) can be susceptible to wind-blown water intrusion. Periodically determine if additional water repellant or sealant is needed to maintain the water tightness of your building's walls. Water entering your building or your roof through walls will damage the roof and will not be covered by the Labor Guarantee and the Manufacturer Warranty. Metal Comoonents and Roofinq Accessories. During each semi-annual inspection: Gravel Stoas. Inspect the condition of all metal for evidence of rusting, loose metal, wind deformation and joint integrity. Document any areas where membrane appears to be stressed. Inspect the metallmembrane bond for voids or other possible conditions that could permit water infiltration. Vent Pipes. Check all metal parts for deterioration, all clamping rings to ensure they are light, all sealant beads to ensure they shed water and are sealed tight to the pipe, and any membrane flashing wrap for evidence of stresses, voids, or other possible conditions that could permit water infiltration. Counter Flashina. Inspect the condition of any metal for evidence of rusting, loose metal, wind deformation and joint integrity. Check if the adhesion of the mounted counter flashing, even though not covered by your manufacturer warranty, is adequate so as to create a continuous compression seal for the caulking bead. Caulking is not covered by your manufacturer warranty and may need to be periodically replaced by �u. Check the attachment of the metal coping cap for resistance to wind. Inspect any metal to membrane bond for voids or other possibie conditions that could permit water infiltration. Pitch Pans. Pitch pans are not covered by the manufacturer warranty. Even so, water leaking through bad pitch pans could damage your roof. Therefore, inspect the condition of the metal for evidence of rusting, wind deformation and joint integrity. Inspect the bond of the filler onto the penetration being flashed and determine the water tightness. Make sure the pan is filled with filler so as to create a positive slope away from the penetration. Drains. Make sure that all drains and scuppers are free from clogs. Check all drain bolts for tightness. Inspect any metal to membrane bond for voids or other possible conditions that could permit water infiltration. Regularly clean debris from around strainers and secure drain strainers. Roof Top Eauiqment. Inspect HVAC units, ductwork or other curb types for evidence of rusting, wind deformation and joint integrity. Inspect any metal to membrane bond for voids or possible points of water infiltration. Piping secured to a base or metal flange (dunnage) should continue to have protection material under the blocking. Make sure that protection work pads are maintained in the work areas around the units. Roof Reaair Procedure. If leaks are discovered, and immediate attention is required, it is best to provide a temporary patch using a SBS mastic, or other compatible patching material commonly used for membrane patching, until a permanent repair is made. Only Tacoma Roofing & Waterproofing or an authorized roofing contractor of the manufacturer that is upon your roof can make service splices on your warranted roof. For Additiortal Information Contact: Tacoma Roofing & Waterproofing 7006 West 27�^ Street, Ste. E- University Place, WA 984G6 • T/253.472.3484 • F/253.476.1547 - Tacoma@TacomaRoofCo.com ,�* �. �_ , �� - (� .-� DIBBLE ENGINEERS INC i� L� - L� STR T RAL UC U REVIEW MEMO DATE: July 13, 2016 T0: Todd Kilburn, Kilburn Architects EMAIL: CC: FROM: PROJECT: DEI JOB #: TOTAL # Pages: Comments: todd@kilburnarchitects.com Jim Syme, Kilburn Architects Caitlin Wilhelm, EIT - Project Engineer Sunwood HOA Carport 7 Repair 16-074 14 {�EC�IVED G1TY pF TUKWILA JUL 2 2 2016 PERMIT CENTER Dibble Engineers, Inc. conducted a review and design recommendations for the repair of Carport #7 in the Sunwootl Condominium community in Tukwila, WA. The existing conditions include a wood framed carport with solid sawn joists, beams, and posts, embedded into concrete. The carport is severely out of level and plumb indicating significant settlement of several posts. DEI has prepared repair details for the carport as well as general wood remediation guidelines whicl��sho�be followect with the recommended repairs. REVIEW�D FOR CODE COi��IPLIARCE The repairs to this existing carport outlined below do not trigger a lateral upgrade to the existing carport. It rs the opit�r�`�f�� that this carport, with embedded post connections, may not perform optimally during a wind or seismic evenf. Pleas��qnt �t 9 20�6 DEI should the board choose to laterally upgrade the carport structures. � L The following contlitions should be addressed in the repair of the above mentioned carport: City Of Tu�C1dl�I�� sUILDING D{VI51C),� p Posts exhibiting any rot or other deterioration should be replaced. Follow ihe attached wood rem diatiora�aidelir�es=te�-�'�-�--�°- ensure complete decay removai and proper wood treatment. Reference SK-01 � Posts with impact damage that are in otherwise satisfactory condition may remain as long as the damage is limited to Yz° or less in depth. Reference SK-01 � Posts and beams with checking or splitting through the entire member should be replaced. Reference SK•09 & SK•02 o Beams with significant deflection, twisting, or rolled end conditions, rot or other deterioration should be replaced. Reference SK-02 o The plywood sheathing should be inspected as roofing work is completed. Any plywood that indicates swelling, warping, rot, or has otherwise compromised integrity should be replaced. Reference SK-02 � Proper drainage slope should be provided around the base of the carpo�t structure in order to direct water away from the wood posts. Reference SK-01 Attachments: Structural Sketches (SK-01- SK-03); Structural Calculations (C1- C10) Disclaimer Dibble Engineers did not conduct a comprehensive analysis for either vertical or laterai loads other than described above. Our review and discussion summary does not provide warranty either expressed or implied to the existing conditions or work completed subsequent our visit. / D :: ��yo °11/�- S��i(�,'U��k�1/��1�°:0� �� -: : �' oo�e �e�e -.. o .,, , � ■ � � � � � .,, �1� • �� l�� ' ��i� � ��.r � �: dt . ��i� ►:J1�! � 5G�'.I,aD 2x �1�1 �TUJ �jD��'• (�N�� • t1�� (2� I�C� � b��LS � �l� .1- � -! s � �� i � Y � Sheet No. �J�"Q Date : +-I 2 �5� _ . �/��aIST � @ ��-�- �p °�161�' �1S (�`b j�1EW (�X15T1 N�! �fi �l 5lM�ti� �kCt.� �- SI C� G� �( lY� f�c�. c� �- �1� CC�tt�1�1�l� - �-1�1 l9 x �.P �- a�� pos'�' C��3 1 �ItD C�C� ��- � �� _ 1�" �S x q'-0,'' ��' C�N� ��u-� �«�-w�(4�-�4 v�"�T �,�� P-FTr �D � #��1� � ��"� (F�- �� 2►� �t,t� �fl� �'R- ,',. � � !� ` � f_.L �t��i�.-t-t , , � N�1N DIBBLE Pr•ojec� � � ��/L Subject �� ENGINEERS, I N C P'�ojectivo. 1 l� - b� �� 1�i�� .� � �- ! w� ��.�`' �ll�u C�.� �1��Ga� �i��j��, �E�-12`C- � �� i Sheet No. ��- �2 Date By ��V ��I�x+�tilc� �Oi�j� �t�--� �s �-� c� _ _ _.� i -��2.�-�- �� `�'��" � C�� i�X �'I �T' i�� # � rtU rU��H ��'�T� �iq � �I IUI�''��l � (�x , 2 M 1N� �� o�..�� 1�11� � ��9 ��b� �" �I'i� �� U� �'V�i7C9/�i Ctv ) t�xto �- ��# I �� 5�-- 0'1 �� = c,o��--�c�- -rv S�ic�C� ��Je�ut�� -a�� . ��z. �-��u��r Project No. DIBBLE ENGINEERS, I N C ,�_�-}� Project ' �-- - �.:.�.:.� Subject �-��1�11 �ifi P-�-�`�( �',f')1�IN�1(al�[ l�� N�t,�i-I�t�f�l�, r,�r�'� �,'�,,_-- � �^'�� x15�1N�i ��4y'1 i�-�'o� —02 �I MP�11t1 � lo � �-5��be or- � a Sheet No. �`�� Date By C � �T1C�I� It� 5�t�'�cf't-1l t�t�.� �� --b� � � � � �� -m �c� � cZ , �: �U , �`� w t�`k� �M 2��:� , NEuv D� �xl'�)�.IC-� ��t �-5�- 02 ti1�11U o�— �c� �Ti�vh �� , DIBBLE ENGINEERS, I NC ProjectNo. � l�¢ -b�� Project � 1M `f'�.) Subject C � �� 1�i tsC : �� ..�. , •. �� tC� -. �. o� ��v�c� : Jc�1S� : �� .J Gi S?� � 5 •�;�, 1...- 2C�pSF �= 2.5C�s�' �i �'1: 2.x g' +I F � 2- @ I (�'t (}�G' �t, Z�S•. �= o. ��,� : ��.2 p�� C.. = G• 2$ �- = 2l 0. 5 pl P � = �G�35�- - �t�3•2.�1� �� T.�U�o�Y�, � l�x 12.. D� �t ��s�. a: o-��- ��, � . �� -�- �� z..�o�L ';�b� -C�►� M�x �� Sheet No. �t Date By � c�� Wood Beam File=C:lUserslc�vilhelmlDOCUME-11ENERCA-11SUNW00-3.EC6 ENERCAIC, INC.1983-2016, Build:6.16.6.7, Ver:6.16.6J Description : Joists CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Fb - Tension 850.0 psi E: Modulus of Elasticity Load Combination 1BC 2015 Fb - Compr 850.0 psi Ebend- xx 1,300.Oksi Fc - Prll 1,300.0 psi Eminbend - xx 470.0 ksi Wood Species : Hem Fir Fc - Perp 405.0 psi Wood Grade : No.2 Fv 150.0 psi Ft 525.0 psi Density 26.830pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase �X8 r�n zXa Span = 3.750 ft Span = 13.50 ft Span = 3.750 ft , Applled LOadS Service loads entered. Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans : D= 0.00550, Lr = 0.020, S= 0.0250 ksf, Tributary Width =1.330 ft �Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = �Load Combination _ Location of maximum on span Span # where maximum occurs = � Maximum Deflection ` Max Downward Transient Deflection Max Upward Transient Deflection ' Max Downward Total Deflection Max Upward Total Deflection 0.636 1 2x8 583.38 psi 917.29 psi +D+S+H 6.693ft Span # 2 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.269 in Ratio = 602 >=360. -0.177 in Ratio = 506 >=360. 0.328 in Ratio = 493 >=240. -0.216 in Ratio = 414>=240. Maximum Forces & Stresses for Load Combinations Load Combinalion Max Stress RaGos Segment Lenglh Span # M V �d � FN � i �r +D+H Lenglh = 3.750 ft 1 0.065 0.060 0.90 1.200 0.80 1.15 Lenglh =13.50 ft 2 0.147 0.060 0.90 1.200 0,80 1.15 Length = 3.750 ft 3 0.065 0.060 0.90 1.200 0.80 1.15 +p+�+H 1.200 0.80 1.15 Lenglh = 3.750 ft 1 0.059 0.054 1.00 1.200 0.80 1.15 Length =13.50 ft 2 0.132 0.054 1.00 1.200 0.80 1.15 Length = 3.750 ft 3 0.059 0.054 1.00 1.200 0.80 1.15 +D+Lr+H 1.200 0.80 1.15 Length = 3.750 fl 1 0.218 � 0.199 1.25 1.200 0.80 1.15 Length =13.50 ft 2 0.469 0.199 1.25 1.200 0.80 1.15 Cm C� C� 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 1.U0 1.00 1.00 9.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ■ 1 _ 0.258 : 1 2x8 34.59 psi 133.86 psi +D+S+H 3.750 ft Span # 1 I I � �- --- -- - � Moment Values Shear Values M fb F'b V fv F'v 0.00 0.00 0.00 0.00 0.05 46.97 717.88 0.05 6.24 104.76 0.12 1a5.20 717.88 0.05 6.24 104.76 0.05 46.97 717.88 0.02 6.24 104.76 0.00 0.00 0.00 0.00 0.05 46.97 797.64 0.05 6.24 116.40 0.12 105.20 797.64 0.05 6.24 116.40 0.05 46.97 797.64 0.02 6.24 116.40 0.00 0.40 0.00 0.00 0.24 217.11 997.05 0.21 28.92 145.50 0.53 487.75 997.05 0.21 28.92 145.50 lJ� Wood Beam rue=c:wsers�cwimeimwvwMt-ntNtrtcn-t�suNwoo-3.Ec6 ENERCALC, INC.1983-2016, Build:6.16.6.7, Ver:6.16.6.7 Description : Joists Load Combinaiion Max Stress RaUos Moment Values Shear Values Segment Length Span # M V �d � FN � i �r � m �{ � � M fb F'b V fv f'v Length = 3.750 fl 3 0,218 0.199 1.25 1.200 0.80 1.15 0.85 1.00 1.00 0.24 217.77 997.05 0.11 28.92 145.50 +D+S+H 1.200 0.80 1.15 0.$5 1.00 1.00 0.00 0.00 0.00 0.00 Length = 3.750 ft 1 0.284 0.258 1.15 1.200 0.80 1.15 0.85 1.00 1.00 0.29 260.46 917.29 0.25 34.59 133.86 Length =13.50 ft 2 0.636 0.258 1.15 1.200 U.80 1.15 0,85 1.00 1.00 0.64 583.38 917.29 0.25 34.59 133.86 Length = 3.750 ft 3 0.284 0.258 1.15 1.200 0.80 1.15 0.85 1.00 1.00 0.29 260.46 917.29 0.13 34.59 133.86 +D+0.750Lr+0.750L+H 1.200 0.80 1.15 0.85 1.00 1.00 0.00 0.00 0.00 0.00 Length = 3.750 ft 1 0.176 0.160 1.25 1.200 0.80 1.15 0.85 �.00 1.00 0.19 175.07 997.05 0.17 23.25 145.50 Length =13.50 ft 2 0.393 0.160 1.25 1.200 0,80 1.15 0.85 1.00 1.00 0.43 392.11 997.05 0.17 23.25 145.50 Lengih = 3.750 ft 3 0.176 0.160 1.25 1.200 0.80 1.15 0.85 1.00 1.00 0.19 175.07 997.05 0.09 23.25 145.50 +D+0.750L+0.750S+H 1.200 0.80 1.15 0.85 1.00 1.00 0.00 0.00 0.00 0.00 Length = 3.750 ft 1 0.226 0.205 1.15 1.200 0.80 1.15 0.85 1.00 1.00 0.23 207.09 917.29 0.20 27.50 133.86 Length =13.50 ft 2 0.506 � 0.205 1.15 1.200 0.80 1.15 0.85 1.00 1.00 0.51 463.84 917.29 0.20 27.5Q 133.86 Length = 3.750 ft 3 0.226 0.205 1.15 1.200 0.80 1.15 0.85 1.00 1.00 0,23 207.09 917.29 0.10 27.50 133.86 +D+0.60W+H 1.200 0.80 1.15 0.85 1.00 7.00 0.00 0.00 0.00 0.00 Length = 3.750 ft 1 0.037 0.033 1.60 1.200 0.$0 1.15 0.85 1.00 1.00 0,05 46.97 1276.22 0.05 6.24 18624 Length =13.50 fl 2 0.082 0.033 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.12 105.20 1276.22 0.05 6.24 186.24 Length = 3.750 ft 3 0.037 0.033 1.60 1.200 0.80 1,15 0.85 1.00 1.00 0.05 46.97 1276.22 0.02 624 186.24 +D+O.70E+H 1.200 0.80 1.15 0.85 1.U0 1.00 0.00 0.00 0.00 0.00 Length = 3.750 ft 1 0.037 0.033 1.60 1,200 0.80 1.15 0.85 1.00 1.00 0.05 46.97 1276.22 0.05 6.24 186.24 Length =13.50 ft 2 0.082 0.033 1.60 1.200 0.80 1,15 D.85 1.00 1.00 0.12 105.20 1276.22 0.05 6.24 186.24 Length = 3.750 ft 3 0.037 0.033 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.05 46.97 1276.22 0.02 6.24 186.24 +D+0,750Lr+0.750L+0.450W+H 1.200 �.80 1.15 0.85 1.00 1.00 0.00 0.00 0.00 0.00 Length = 3.750 ft 1 0.137 0.125 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.19 175.07 1276.22 0.17 23.25 186.24 Lengih =13.50 ft 2 0.307 0.125 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.43 392.11 1276.22 0.17 23.25 186.24 lengih = 3.750 ft 3 0.137 0.125 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.19 175.07 1276.22 0.09 23.25 186.24 +D+0.750L+0.750S+0.450W+H 1.200 0.80 1.15 0.85 1.00 1.00 0.00 0.00 0.00 0.00 Length = 3.750 ft 1 0.162 0.148 1.60 1.200 0.80 1.15 0.85 1.00 1,00 023 207.09 1276.22 0.20 27.50 18fi.24 Length =13.50 ft 2 0.363 0.148 1.60 1.200 0.80 1.15 0.85 1,00 1.00 0.51 463.84 1276.22 0.20 27.50 186.24 Length = 3.750 ft 3 0.162 0.148 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.23 207.09 1276.22 0.10 27.50 186.24 +D+0.750L+0.750S+0.5250E+H 1.200 0.80 1.15 0.85 1,00 1.00 0.00 0.00 0.00 0.00 Length = 3.750 ft 1 0.162 0.148 1,60 1.200 0.80 1.15 0.85 1.00 1,00 0.23 207.09 1276.22 0.20 27.50 186.24 Length = 13.50 ft 2 0.363 0.148 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.51 463.84 1276.22 0.20 27.50 186.24 Length = 3.750 ft 3 0.162 0,148 1.60 1.200 0.80 9.15 0.85 1.00 1.00 0.23 207.09 1276.22 0.10 27.50 186.24 +O.60D+0.60W+O.60H 1.200 0.80 1.15 0.85 1.00 1.00 0.00 • 0.00 0.00 0.00 Length = 3.750 ft 1 0.022 0.020 1.60 1.200 0.80 1.15 Q.85 1.00 1.00 0.03 28.18 1276.22 0.03 3.74 186.24 Length =13.50 ft 2 0.049 0.020 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.07 63.12 1276.22 0.03 3.74 18624 Length = 3.750 ft 3 0.022 0.020 1.60 1.200 0.80 1.15 0.85 1.U0 7.00 0.03 28.18 127&.22 0.01 3.74 186.24 +0.60D+O.10E+0.60H 1.200. 0.80 1.15 0.85 1.00 1.00 0.00 0.00 0.00 0.00 Lengih = 3.750 ft 1 0.022 0.020 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.03 28.18 127fi.22 0.03 3.74 786.24 Length =13.50 ft 2 0.049 0.020 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.07 63.12 1276.22 0.03 3.74 186.24 Length = 3.750 ft 3 0.022 0.020 1.60 1.200 0.80 1.15 0.85 1.00 1.00 0.03 28.18 1276.22 0.01 3.74 186.24 Vertical Reactions Support notation : Far lefl is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 0.426 0.426 Overall MlNimum 0.046 0.046 +D+H 0.077 0.077 +p+�+H 0.077 0.077 +�+��+H 0.356 0.356 +�+S+H 0.426 0.426 +D+0.750Lr+0.750L+H 0.286 0286 +D+0.750L+0.750S+H 0.339 0.339 +D+O.60W+H 0.077 0.077 +D+O.lOE+H 0.077 0.077 +D+0.750Lr+0.750L+0.450W+H 0.286 0.286 +D+0.750L+0.750S+0.450W+H 0.339 0.339 +D+0.750L+0.750S+0.5250E+H 0.339 0.339 +0.60D+O.60W+O.60H 0.046 0.04fi +O.60D+0.70E+0.60H 0.046 0.048 D Only 0.077 0.077 Wood Beam Description : Joists Vertical Reactions �� , ENERCALC, INC.1983-2016, Build:6.t6.67, Ver:6.i6.6J Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 SuppoR 4 Lr Only 0.279 0.279 L Only S Only W Only E Only H Only 0.349 0.349 0 Wood Beam Description : eeam CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Fb-7ension Load Combination f BC 2015 Fb - Compr Fc - Prll Wood Species : Douglas Fir - Larch Fc - Perp Wood Grade : No.1 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling ied Loads D 0.06 Lr 0.21 L 0.263 6x12 Span = 17.50 ft File = 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi INC.1983-2016, Build:6.16.6.7, Ver:&.16.6.7 E : Modulus of Elasticity Ebend-�c 1,600.Oksi Eminbend - xx 580.0 ksi Density 31.20pcf Repetitive Member Stress Increase �� - ---- � � Service loads entered. Load Factors will be applied for calculations. Uniform Load : D= U.O60, Lr = 0.210, L= 0.2630 , Tributary Width =1.0 ft DES/GN SUMMARY _ Maximum Bending Stress Ratio = 1.012 1 Maximum Shear Stress Ratio Section used for this span 6x12 Section used for this span fb : Actuai = 1,571.62psi fv : Actual FB : Allowable = 1,552.50psi Fv : Allowabie Load Combination +D+0.750Lr+0.750L+H Load Combination Location of maximum on span = 8.750ft Location of maximum on span Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.527 in Ratio = 398>=360. Max Upward Transient Deflection 0.000 in Ratio = 0<360.0 Max Downward Total Deflection 0.831 in Ratio = 252>=240. Max Upward Total Deflection 0.000 in Ratio = 0<240.0 Maximum Forces & Stresses for Load Combinations Load Combinaiion Max Shess Ratios SegmentLength Span# M V �d �FN �i �r +D+H Length =17.50 ft 1 0.203 0.091 0.90 1.000 0.80 1.15 +p+�+H 1.000 0.80 1.15 Length =17.50 ft 1 0.985 0.439 1.00 1.000 0.80 1.15 +p+��+H 1.000 0.80 1.15 Length =17.50 ft 1 0.659 0.293 1.25 1.000 0.$0 1.15 +�+S+H 1.000 0.80 t.15 Length =17.50 ft 9 0.159 0.071 1.15 1.000 0.80 1.15 +D+0.750Lr+0.750L+H 1.000 0.80 1.15 Length =17.50 ft 1 1.012 0.451 1.25 � 1.000 0.80 1.15 +D+O.750L+0.750S+H 1.000 0.80 1.15 Length =17.50 ft 1 0.682 0:304 1.15 1.000 0.80 1.15 Cm Ct C� 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1A0 1.00 1.00 1.U0 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 = 0.451 : 1 6x12 = 76.64 psi = 170.00 psi +D+0.750Lr+0.750L+H = 0.000 ft = Span # 1 Moment Values M fb F'b 0.00 2.30 227.36 1117.80 0.00 12.36 1, 223.95 1242.00 0.00 10.34 1,023.11 1552.50 0.00 2.30 227.36 1428.30 0.00 15.88 1,571.62 1552.50 0.00 9.85 974.80 1428.30 V 0.00 0.47 0.00 2.52 0.00 2.10 0.00 0.47 0.00 3.23 0.00 2.00 Shear Values fv F'v 0.00 0.00 11.09 122.40 0,00 0.00 59.69 136.00 0.00 0.00 49.89 170.00 0.00 0.00 11.09 156.40 0.00 0.00 76.64 170.00 0.00 0.00 47:54 156.40 Wood Beam Description : Beam file = � INC.1983-2016, Build:C�t6.6.7, Ver.6.16.6J Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V �d � FN C � C� C m C t C � M fb F'b V fv F'v +D+0.60W+H 1.000 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.50 ft 1 0.114 0.051 1.60 1.000 0.80 1.15 1.00 1.00 1.00 2.30 227.36 1987.20 0.47 11.09 217.60 +D+0.70E+H 1.000 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.50 ft 1 0.114 0.051 1.60 1.000 0.80 1.15 1.00 1.00 1.00 2.30 221.36 1987.20 0.47 11.09 217.60 +D+0.750Lr+0.750L+0.450W+H 1.U00 0.80 1.15 1.00 1,00 1.00 0.00 0.00 0.00 O.UO Length =17.50 fl 1 0.791 0.352 1.60 1.000 0.80 1.15 1.00 1.00 1.00 15.88 1,571.62 1987.20 3.23 76.64 217.60 +D+0.750L+0.750S+0.450W+H 1.Q00 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.50 ft 1 0.491 0.218 1.80 1.000 0.80 1.15 1.00 1,00 1.00 9.85 974.80 1987.20 2.00 47.54 217.60 +D+0.750L+0.7505+0.5250E+H 1.000 0.80 1:15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.50 ft 1 0.491 0.218 1.60 1.000 0.80 1.15 1:00 1.00 1.00 9.85 974.80 1987.20 2.00 41.54 217.60 +O.60D+0.60W+0.60H 1.000 0.80 1.15 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.50 ft 1 0.069 0.031 1.60 1.000 0.80 1.15 1.00 1.U0 1.00 1.38 136.42 1987.20 0.28 6.65 217.60 +O.60D+0.70E+0.60H 1.000 0.80 1.15 1.00 1.40 1.00 0.00 0.00 0.00 0.00 Length =17.50 ft 1 0.069 0.031 1.60 1.000 0.80 1.15 1.00 1.00 1.00 1.38 136.42 1987.20 0.28 6.65 217.60 Vel'tIC81 R28CtlOns . Support notation : Far left is #1 Values in KIPS Load Combination � Support 1 Support 2 Overall MAXimum 3.629 3.629 Overall MlNimum 0.315 0.315 +D+H 0.525 0.525 +D+L+H 2.826 2.826 +D+Lr+H 2.363 2.363 +D+g+H 0.525 0.525 +D+0.750Lr+0.750L+H 3.629 3.629 +D+0.750L+0.750S+H 2.251 2.251 +D+0.60W+H 0.525 0.525 +D+0.70E+H 0.525 0.525 +D+0.750Lr+0.750L+0.450W+H 3.629 3.629 +D+0.750L+0.750S+0.450W+H 2251 2.251 +D+0.750L+0.750S+0.5250E+H 2.251 2.251 +0.60D+0.60W+0.60H 0.315 0.315 +0.60D+0.70E+O.60H 0.315 0.315 D Only 0.525 0.525 Lr Only 1.838 1.838 L Only 2.301 2.301 S Only W Only E Only H Only �� Wood Column File=ClUsersla�IheimIDOCUME-f1ENERCA-11SUNW00-3.EC6 ENERCALC, INC.1983-2016, Build:6.16.6.7, Ver.6.16.67 �.��. i � Descripfion : Typ Post Code References Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Heighi ( Used for non-slender caiculations ) Wood Species Douglas Fir - Larch Wood Grade No.1 Fb - Tension 1,200.0 psi Fv Fb - Compr 1,200.0 psi Ft Fc - Prll 1,000.0 psi Density Fc - Perp 625.0 psi 10.0 ft 170.0 psi 825.0 psi 31.20 pcf E: Modulus of Elasiicity .., x-x Bending y-y Bending Basic 1,600.0 1,600.0 Minimum 580.0 580.0 Wood Section Name 6x6 Wood GradinglManuf. Graded Lumber Wood Member7ype Sawn � Exact wdth 5,�p in Allow Stress Modification Factors Exact Depth �,�Q in Cf or Cv for Bending 1.0 Area 30.250 in^2 Cf or Cv for Compression 1.0 Ix 76.255 in^4 Cf or Cv for Tension 1.0 �Y 76.255 in^4 Cm : Wet Use Factor 1.0 Ct : Temperature Factor 1.0 Cfu : Flat Use Factor 9.0 Axial Kf : 8uilt•up columns 1.0 NDS i5.3.2 1,600.0 ksi Use Cr : Repetitive ? tVo Brace condition for deflection (buckling) along columns : X-X (width) axis : Unbraced Lengih for X-X Axis buckling =10.0 ft, K=1.0 Y-Y (depth) axis : Unbraced Length for X-X Axis buckling = 90.0 ft, K=1.0 Applied Loads Column self weight included : 65.542 Ibs * Dead Load Factor AXIAL LOADS . . . Beam RXN (x2): Axiaf Load at 10.0 ft, D=1.920, Lr = 3.840, S= 4.720 k BENDING LOADS . . . Seismic: Lat. Point Load at 10.0 ft creatinp Mx-x, E=1.162 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Goveming NDS Forumla Location of max.above base At maximum location values are .. . Applied Axial Applied Mx Applied My Fc : Allowable PASS Maximum Shear Stress Ratio = Load Cambination Location of max.above base Applied Design Shear Allowable Shear Load Combination Results _oad Combination +D+H +p+�+H +D+Lr+H +p+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D-0.70E+H 0.3135 :1 +p+g+H Comp Only, fc/Fc' 0.0 ft Cp 0.900 1.000 1.250 1.150 1.250 1.150 1.600 1.600 1.600 6.706 k 0.0 k-ft 0.0 k-ft 707.02 psi 0.09886 :1 +D+0.70E+H 10.0 ft 40.334 psi 272.0 psi Service loads entered. Load Factors will be applied for calculations. Maximum SERVICE Lateral Load Reactions .. Top along Y-Y 1.162 k Bottom along Y-Y Top along X-X 0.0 k Bottom along X-X Maximum SERVICE Load Lateral Deflections ... Along Y-Y 0.0 �n at 0.0 ft above base for load oombination : n/a Along X-X p.p in at Q,p ft above base for load combination : n/a Other Factors used to calculate allowable stresses ... Hendina Com�ression Maximum Axial + Bending St�ess Ratios � p Stress Ratio Status Location 0.756 0.1061 PASS 0.0 ft 0.723 0.09976 PASS 0.0 ft 0.645 0.2623 PASS 0.0 ft 0:676 0.3135 PASS �.0 ft 0.645 0.2191 PASS 0.0ft 0.676 0.2584 PASS O.Oft 0.552 0.08168 PASS O.Oft 0.552 0.08168 PASS O.Oft 0.552 0.08168 PASS O.Oft 0.0 k 0.0 k e sio Maximum Shear Rafios Stress Ratio Siatus Location 0.0 PASS 10.0 ft 0.0 PASS 10.0 ft 0.0 PASS 10.0 ft 0.0 PASS 10.0 ft 0.0 PASS 10.0 ft 0.0 PASS 10.0 ft 0.0 PASS 10.0 ft 0.09886 PASS 10.0 ft 0.09886 PASS 10.0 ft Wood Column Oescription : Typ Post Load Combination Results Load Combination +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +D+0.750L+0.750S-0.5250E+H +0.60D+O.60W+0.60H +0.60D+0.70E+0.60H +0.600•0.70E+0.60H Cp 1.600 1.600 1.600 1.600 1.600 1.600 1.600 CP 0.552 0.552 0.552 0.552 0.552 0.552 0.552 Maximum Axial + Bendina Stress Ralios Stress Ratio Status Laca6on 0.2002 PASS 0.2273 PASS 0.2273 PASS 0.2273 PASS 0.04901 PASS 0.04901 PASS 0.04901 PASS 0.0 ft 0.0 ft OAft 0.0 ft 0.0 ft 0.0 ft 0.0 ft ENERCAIC, INC. Maximum Deflections for Load Combinations Load CombinaGon Max. X-X Defleclion Distance Max. Y-Y Deflection Distance +D+H 0.a000 in 0.000 ft 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +O+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.000 in O.Q00 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in O.Q00 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+O,lOE+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 fl 0.000 in 0.000 ft +D+0.750L+O.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.60W+O,60H 0.0000 in 0.000 ft 0.000 in 0.000 ft +O.60D+0.70E+O.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0:000 ft 0.000 in 0.000 ft Lr Only 0:0000 in 0.000 ft 0.000 in 0.000 ft l Only 0:0000 in 0.000 ft 0.000 in 0.000 ft S Oniy 0.0000 in 0.000 ft 0.000 in � 0.000 ft W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft �• Build:6.16.6.7, Ver.6.i6.6.1 Maximum Shear Ratios Stress Ratio Status Location 0.0 PASS 10.0 ft 0.0 PASS 10.0 ft 0.07414 PASS 10.0 ft 0.07414 PASS 10.0 ft 0.0 PASS 10.0 ft 0.09886 PASS 10.0 ft 0.09886 PASS 10.0 ft 0 Pole Footing Embedded in Soil Description : Typ FooGng Code References Calculations per Load Combinations Used : IBC 201� General lnformation Pole Footing Shape Circular 18.0 in Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive . . . . . . . . . . . . . . . . . . 250.0 pcf Max Passive . . . . . . . . . . . . . . . . . . . 1,500.0 psf Controlling Values Governing Load Combination : 0.0 Lateral Load 0.0 k Moment Q.Q k-ft Restraint @ Ground Surface � Pressure at Depth � Actual p,Q psf �, Ailowable p,p psf Surface Retraint Force 0.0 Ibs Minimum Required Depth 0.0 ft Footing Base Area 1.767 ft^2 � Maximum Soil Pressure 0.0 ksf File = ENERCALC, INC. Build:6.i6.6.7, Ver:6.16.6.7 Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (klf� Applied Moment �kft) Vertical Load (k) D : Dead Load Lr : Roof Live L : Live S : Snaw W : Wind E : Earfhquake H : Lateral Earth Load distance above ground surface k k k k k 0.60 k k Load Combination Results Load CombinaUon 9.0 ft TOP of Load above ground surface BOTTOM of Load above ground surface kift klft kift kift klft klft kift ft ft k-fl 1.920 k k-ft 3.840 k k-ft k k-ft 4.720 k k-ft k k-ft k k•ft k - -- --_ .. _--- — — - -�---- - - -- - Forces @ Ground Surface , Required, Pressure at Depth Soil Inaease Loads - (k) Moments - (ft-k) Depth - {H) Actual - (ps� Allow - (ps� Factor Project No. DIBBLE ENGINEERS, I NC ��,�.� Projectt�.��VL �J�� " ` r �✓'^i' � � .� Subject 1nl ��1� (1 Y�I i�� - f�r�n In� � i f l'i i�lr� P� `�� - �,�,�� eect =�to�� =v cx(�(��-Y� � �= a �-ok� -- r�� g��- � v� =C�,cx�2�`co V� � �� v z . � . + Sheet No. C�O Date By � ��, = ac��.�c.�(o,�-�-�(�.��(o�� C��J�- = ►��o -psf G� �- �a � C�= �,�- f ' �5,�'�5� �� ` «.�, p�F 'M 1�.�u,fiG��-- ��.� -� �- �� I L�, --� 1'-q't • � D� � I 5-�,�' = 2��, 5 l b� -�f � -s'� u� ��- ca��GGfi� - q °I �! b 'i 2 Q� .s .�- ��MIT C�O�� COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0203 DATE: 07/25/16 � PROJECT NAME: SUNWOOD CONDO HOA SITE ADDRESS: 15100 SUNWOOD BLVD X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: c�� 1�� Building Division � Revision #, Revision #, �� 1� Fire Prevention � before Permit Issued after Permit Issued �� Planning Division � �� Public Warks � Structural � Permit Coordinator � PRELIMINARY REVIEW: DATE: O%�Z6�16 Not Applicable � Structural Review Required � (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: O8/23/16 Approved ❑ Approved with Conditions � Corrections Required � (corrections entered in Reviews) REVIEWER'S INITIALS: Denied � (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: �znaizois C D K CONST SERVICES INC Washingtan 5tate Reparbnent ot �.d�30�' �t �I�dUS$C125 C D K CONST SERVICES INC Owner or tradesperson Principals DAVIES, CHRIS H, PRESIDENT POWELL, ROGER E, VICE PRESIDENT Doing business as C D K CONST SERVICES INC Ilome F,spaiiol Contact Safety & Health Claims & Insurance PO BOX 1767 DUVALL, WA 98019-1767 425-788•8441 KING County Page 1 of 3 Search L&I ��`X�.:[:3�'uJ A-I Incle.x Helj� b1y 1:8;I Workplace Rights WA UBI No. Business type 601 513 599 Corporation Governing persons CHRIS H DAVIES ROGER E POWELL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. _ ......... ......_. _.....__._....._.... .....,..... ........ Meets current requirements. License specialties GENERAL License no. CDKCOSI066MA Effective — expiration 07/01/1994-10/19/2017 Bond _ ............... Merchants Bonding Co (Mutual) $12,000.00 Bond account no. WA32602 Received by L&I Effective date O6/24/2013 06/30/2013 Expiration date Untii Canceled FIRST NATL INS CO OF AMERICA $12,000.00 Bond account no. 6617650 Received by L&i Effective date 07/08/2010 06/30/2010 Expiration date Until Canceled Insurance _..._ ................... United Specialty Insurance Com $1,000,000.00 Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601513599&LIC=CDKCOSI066MA&SAW= 9/15/2016 1. Contractor shall comply with the current "general conditions" and building standards as provided by the Condominium HOA. 2. General Contractor shall be responsible for coordinating the work of different trades. 3. Do not scale drawings. Contact Architect for any missing dimensions. 4. Contractor initiated changes shall be submitted in writing to the owner and architect for approval prior to fabrication, or construction. Changes shown on shop drawing only will not satisfy this requirement. 5. All modifications requiring owner. or architect approval will not be valid unless authorized in writing by owner and/or architect. 6. Within five (5) business days of stark of construction, the contractor shall notify in writing the architect and owner of any items whose estimated delivery to the site would be later than that required for timely installation in the construction sequence. Substitution af alternate items with shorter lead times, payment of rush fabrication or delivery charges out of sequence installation, or delay or installation options to be at the sole approval of owner or architect. 7. Contractor shall be responsible for providing all work and materials in accordance with the latest local building codes and ordinances. 8. Contractor shall verify all field dimensions and conditions and shall report any conflicts or questions for resolution before proceeding with the work. Do not scale the drawings. 9. The use of the word "provide" shall always mean, "furnish and install, connect, or secure" as required. 10. All materials and equipment shall be installed in strict accordance with manufacturers written instructions and trade assocaites accepted standards. 11. Contractor shall provide a written construction schedule. This schedule shall include delivery times of construction items and state campletion dates of each phase. The contractor shall update and provide such schedule on a biweekly basis. 12. Work must be scheduled with the Condominium HOA to avoid disruption to the tenants. 13. Accesss to and from the project site, special conditions, noisy work, timing of work, interruption of inechanical and electrical services, relocation of existing equipment, casework, fixtures, flttings, etc must be coordinated witht the Condominium HOA. 14. Upon completion of all construction, the contractor shall supply the Condominium HOA with one set of "record" as-built drawings. 15. All materials to be new UON. 16. Patch all disturbed andlor damaged areas as required to accomplish new work and as required for finished appearance. 17. General contractor is responible for providing all necessary backing, blocking, and framing for light fixtures, electrical fixtures, casev�ork, and all other items requiring it. 18. All paint and finish material colors to match Architect's control samples and require architect's review prior to installation. Submit three {3) copies for review. 19. Constractor shall furnish shop drawings for review on cabinetwork, mitlwork and any other special items requiring custom shop fabrication. Submit to architect at least three copies for review. 20. Repetitive features not fully shown or noted on the drawings shall be completely provided as if dawn in fulL 21. Throughout the drawings are abbreviations which are in common use. The architect will define the intent of any in question. EXISTING CONDOMINIUM BUILDIi�G LOCATE NEAREST STORM DRAIN, USE BMP TO AVOID o STORMWATER CONTAMINATION. DIVERT WATER AS REQUIRED. Oo Oo P ROJ ECT DATA PROJECT DESCRIPTION: Repair existing carport. Work includes partial demolition and reconstruction of timber-framed 8-bay carport with dumpster cover and uninsulated, storage room at one end. PROPERTY ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: 15235 Sunwood Blvd. Tukwila, WA 98188 814140-0000 Sunwood Condominium � ��•1 ` �;�. � APPLICABLE CODES: 2012 International Building Code 2012 International Fire Code OCCUPANCY GROUPS: S-2 (Carport) (No Change) CONSTRUCTION TYPE: IV (Heavy Timber) PARKING: No change. EXISTING RETAINING ROCKERY @ STEEP SLOPE � . � °'¢ �s�� F � �4 �C � +�YT� 4 � � �� 4 a ` �` +x�,�i �� SHEET INDEX A-OA COVER SHEET / VICINITY PLAN A-1 A SITE PLAN A-2.0 FLOOR PLAN & ROOF PLAN A-3A ELEVATIONS & BUILDING SECTION A-4.0 ARCHITECTURAL DETAILS '"� � � Ir� PROJECT OWNER SUNWOOD CONDOMINIUM HOA 15235 Sunwood Blvd. Tukwila, WA 98188 HOA Contact: Rebecca Kunza krkosame@gmail.com PROPERTY MANAGER PHILLIPS REAL ESTATE MGMT. Contact: Jessica Jones jjones@phillipsre.com t - 206.622.8600 ARCHITECT KILBURN ARCHITECTS, LLC 1661 East Olive Way, Suite 200 Seattle, WA 98102 Contact: H. Todd Kilburn, AIA todd@kilburnarchitects.com t - 206.682.5211 f - 206.682.1403 STRUCTURAL DIBBLE ENGINEERS INC. Contact: Caitlin Williams t - 425.828.4200 CIVILIGEO McMILLEN JACOBS ASSOCIATES Contact: Maureen Kwdlek t - 206.588.8184 APPRX. 6'-3" � 0 CV APPRX. 2'-0" TRUNK DIAM. TREE: DO NOT REMOVE OR DAMAGE F2�Vi�WED �Of� co�� co��i��c� ��v�� JUL 2 9 2016 i of �c il� BUILDIi�G Q(VI�Ip�9 �='��';�f!lE17 3�� :",r= ..rUKWILA J�L 2 2 2016 ��:s-�E��i tJ C�iVTER ,, ��'�� .�.,m� R �� `• , i �r �� n ` .i uA� t � � 1 � � P l�yt ; � ��.. + q t.�4hy & f ah8 ,.��'� � t 3�� t ..o�`�,'.?+,.�b�' fin i � �� , i � ? p ! E �f � � � q � ; �- 'sL, i a ; < � ,,: > >�� ''� � 3�.�a � � � l ARCHITECTS LLC 1661 East Olive Way su�te Zoo Seattle, WA 98102 Tel: 206.682.5211 Fax: 206.682.1403 www.kilburnarchitects.com 7302 \ REGISTERED > ARCHITECT .� �STATETOFD�jASH NGTON I � �iu11W00C� ; Carpor� 7 15235 Sunwood Blvd. Tukwila, WA 98188 � � 1' 9'1'11 '� � �'� Release Date permit 7.20.2016 �� ,3,��'�� ,�a,.�t�li�YV7.�� kfiYL S�' �{ }',�� 6 �� 4 �� CQ 2018 KILBURN ARCHITECTS, LLC ENTRY CARPORT #7 TO BE REPAIRED 1 A-OA �'� �` i � i� .� !� Il t CP7 � � ♦� ♦� ` I �'' SUNWOOD BLVD. CARPORT, TYP. CP1 CP3 CP9 CP16 � � CP17 � � CP18 CP14 P00 E TENNIS COURT � CP4 rp� CP5 ��iN7 CP6 �22 CP23 CP26 ��11�[r�r(�Z� � : � CP25 TAX I D # 814140-0000 LEGAL DESCRIPTION: SUNINOOD CONDO�INIUMS _ KeV: �� Carport Condominium Building CP27 SITE PLAN J N.T.S CP28 Notes: 1. Do not scale. 2. Verify all dimensions and conditions in field. REV1�1iVE� FOR C�D� COrViPl�IAi�C� ��iJV�� JUL 2 9 2016 City o� T�a4cvvil� x_ � I{�d� f�iVl�l��f � 4, s, , .,�.�........._ ,^;~��' �;4= TUKV�IIL,� JUL 2 2 2016 ��=��1iiiT CENTER /� \I � w�.. � , �� a ��i ��' � »�'�'��'�� }; �� ' r� a �� ,,�., �'�'�p "` �E:" �� ,t �• � ��'a � �}i�� '€,�`� ;, 3 ti� .�'�� 4. ,�� f1 3 � �r r ��, � � }�� r� � a eza � 1`;��'� ��' 4��s�> �4�� : ' ��' �� t� �Jr , '� � �„ �� r��' �� ` �� + „� .o�� ,'�s ..'� �m °" ��t� �. �� s+� ARCHITECTS LLC 1661 East Olive Way suite 200 Seattle, WA 98102 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT . �i STATETOFDI�ASH NGTON . SUI1WOOd � Carpor� 7 15235 Sunwood Blvd. Tukwila, WA 98188 Permit Set Release Date ' permit 7.20.2016 � CQ 2018 KILBURN ARCHITECTS, LLC Y HEIGHT WALL, SEE 4/A-2A � :- N �' � Notes: 1. Verify all dimensions and conditions in field. 76'-0" 6'-0" 17'-0" CLEAR, TYP. BAY EXISTING JOIST 16" O.C. (TYP.) 8° EQ. EQ. E4. EQ. 51/2" __- __ �- _- _____-T______�____�_______�____�-___-_- (E) OR NEW CONC. TIRE STOPS � � � I � I � CENTERED AT THE FAR END @ EACH _ _ _ . , _ ; � _ _ __ _ SPACE, AS R I _ .._ __ � ---- - ._..._ _.-- � '-___ - - -- � (- - -___ _ _ _- ---� ,. '- - --- - -- --� _ -- - �.- _-- - __, --- -� _ _ EQUIR —�-- , — - — -------4--- ---------- ------_-�--- .. ---------- � -----_-�-- ---_---__-=— ED ----- ------ �------- -- t--- � ---------- +-- +-- -t--- '' � — — — — — — — — — — — — — — — — — ,y — — — — — — — — — — — — — — — — ; — — — — — — — — — — — — — — — — — — — — — — — — — — — ` / � � � I I °;, I I ; I � I �_i � i �; f` ' I ' I I I � (E) 2X8 JOISTS @ 16" I I I O.C. (TYP.) I I � i i �; � � I STORAGE ROOM m �� I ( SAVE, CtEAN AND REINSTALL (E) � � �� -� � � � � CEILING-MOUNTED ACRYLIC GLOBE LIGHT � - � � � ' . � . � °, �. � � � ,'� i 8-SPACE CARPORT � � l � �� ,>� � � � � � � � � FIXTURES. CENTER IN EACH BAY, ATTACH i DUMPSTER COVER � I I � I TO JOIST - DO NOT PENETRATE ROOF I �-+ I I I � ASSEMBLY, SEE 1/A-2.0, 4,` I � � �; � ° � � � � � �`�� PROVIDE NEW PAINTED STRIPING I i� 1 I I I I CENTERED W/IN TYP. BAY FOR EACH �-� I I I ( SPACE, AS INDICATED i I i � i I � I F�--- ROOFLINE ABOVE �° I � I-� � � � � = I--, �-� ;. � ----- ----�--- ---------- -------+--- --------- -------�--- ---------- ----- � — -- ----- ------- --�---------- ------- --�---------- ------- -- ' ---------- -------�-- ��-=`�------ ---- 6X6POSTEMBEDDEDINCONC. ` �- � c � � IHINGEDY HEIGHT WALL, � I � I � I � I 6X12 BEAM, FOR STRUCTURAL SEE 2/A-2,0 �— — — — — — — — — — — — — �— — — — � — — — — — — —1- — — — — I— — — — _ I _ _ _ _ _ _ _ ,_I INFORMATIONSEESK-02 — — -L- — — — — 24'-0" V.I.F 11'-6" V.I.F 77'-1 1/2" V.I,F 17'-6" V.I.F CARPORT PLAN SCALE:1/4" =1' - 0" 18'-1 1/2" V.I.F . . i��rr v�uvn� � i� ��. �n i �i�i�r-�� viv�u� Lw �v�ra.�r i �.vv� v� v�vi � . . . (EACH ROOF) SEE 1/A-4A ROOF PLAN SCALE:1/4" =1' - 0" ��i��'2b`��,�� `�� t� �� .r �� i 4r' �" "�",, � 1 �a �� , a�� . ,�x4 �� ,� � '"�!�� :i<� 4��i� �d 4; �Zfr s7' s�fi, �� an�� jes � ' *�� i�r�4�� 6��VIEtlVED F�7� CODE CO�riPLIANCE �I�P��1V�� JUL 2 9 2016 City o�f "f �kwil� - r�!}tL�t�C� [��'�I�BC3�! .lU� z z 2016 ��ivsi�r ctNTER ARCHITECTS LLC 1661 East Olive Way Suite 200 Seattle, WA 98102 Tel: 206.682.5211 Fax: 206.682.1403 www.kilburnarchitects.com 7302 � REGISTERED ARCHI7ECT � �STATETOFDy�ASH NGTON � . �unwood Carpo� 7 15235 Sunwood Blvd. Tukwila, WA 98188 �E.'6'Biil'� �@� Release Date permit 7.20.2016 �� y�'�,� z �¢ t '�f;k�Y3ufi ��b {�'� �'��. �� 0 � (E) OR NEW FA MATCH (E} PRC ONSITE. (E) OR NEW T8� SIDING TO MA"� PROFILES ON: UVYVIVJr'VU I (JJ HJ RCI�lUIRCU ,� EAST ELEVATION TYP, SCALE:1/4" =1' - 0" BUILDI�G SECTIO� SCALE:1/4" =1' - 0" Notes: 1. Verify all dimensions and conditions in field. I NORTH ELEVATION �`r� SCALE:1/4" =1' - 0" SOUTH ELE!/ATION SCALE:114" =1' - 0" , =,�';��:)'Ef�Lp ��'! .�!" Vf t�KYY�LF'1 JUL222016 �°�:,��v�� r c;��yiER �rvE��r�a r-o� ��%� �� CC76�li PLPA�IC� �:F�P�C3��C� : JUL 2 9 2016 �+t� �t`T�ak�vila �IJILDI�C� t�BVlSIC�� r�.�,��t,,�� ' � a� � �� ,Qa�� i �{ uug� �^`� 1�' �' �� '��' `�'� � �� f� a�� a�`� ��:;��5 }'�,e t�� Y�lV�.f�th�� 1 N�� Yj�f��d��1^ , �' � \ �td�` � ARCHITECTS LLC 1661 East Olive Way Suite 200 Seattle, WA 98102 Tel: 206.682.5211 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED . � ARCHITECT STATETOF 1�ASH �jGTON . S u nwood Carpor� 7 15235 Sunwood Blvd. Tukwila, WA 98188 Permit �et Release Date permit 7.20.2016 Elevations & Building Section � C� 2018 KILBURN ARCHITECTS, LLC GENERAL WOOD REMEDIATION GUIDELINES: These guidelines provide general recommendations for the repair of untreated structural wood frame members that have limited wood decay and deterioration due to water infiltration. Temporary Shoring: Any structural framing suspect of collapse or indicating instability shall be shored immediately. Safety of the occupants, the construction labor and the building structure are of the first priority. In all cases the contractor is responsible to provide temporary shoring of the structure as required during the repair of deteriorated framing. Determine the magnitude of decay that penetrates into the structural framing members using a small flathead screwdriver or an awl as a test probe. Expose the wood rot and decay to the fullest extent possible. Structurally competent wood should be resistant to the insertion of the tool. Remove all decay from the wood framing or structural member. Wood Treatment: All structural framing that has had decay removed or has been exposed to significant moisture (with a moisture content above 19%) or is currently wet should be treated for both 1. one-time surface growth cleaner and 2. to limit future growth. A good surFace treatment cleaner to kill surface growth should include a 50/50 water/bleach mixture that is spray or roller applied. A second treatment for a longer term fungicide and growth inhibitor should then be applied. A wood preservative treatment such as the Woodlife Coppercoat should be generously applied by brush or roller in accordance with the recommendations of the manufacturer. Surface Growth: Framing members that have not experienced decay and are structural competent based upon test probing, but exhibit surface growth may remain in place provided that the mold is removed through chemical treatment. Replacement: Framing members that require removal and replacement based on the criteria below shall be replaced with new wood framing per the attached detail sketches. Framing with exterior exposure and/or in contact with concrete shall be pressure-treated. All metal hardware and fasteners in contact with pressure treated lumber be stainless steel Type 316L. At the Owner's risk and discretion, hot-dipped galvanized metal hardware and fasteners may be investigated for use in lieu of stainless steel provided that the finish has a minimum zinc content of at least 1.85 oz. /SF and its use is coordinated by the Contractor and Wood Supplier for the expected environment and moisture exposure for appropriate use based on the method of preservative treatment of the wood. Special Conditions: Where questions arise regarding the extent of deterioration or the mitigation, the structural engineer will make the final determination. For unique conditions and areas of significant deterioration the structural engineer is to be contacted to assist in generating detailed recommendations. PERIMETER HEADERS AND RIM JOISTS Minor deterioration on the surface of the rim joist or header (up to 3/16" deep) will require removal of the deteriorated portions, treating the retained material with a fungicide, an approved wood preservative and infilling the voids as required. Significant deterioration to the rim joist or header (more than 3/16" into any surface) requires removal and replacement of the deteriorated member. Consult the structural engineer for specific cases with limited area. All abutting framing, whether wet or not is to be treated with an approved wood preservative. New section of rim joist should be plate nailed to the at the top and bottom plates with 16d (0.161 "-diameter x 3.5"-long) nails at 4" (minimum, or to match existing) on center. SOLID SAWN JOISTS AND BEAMS Minor deterioration on the surface of the joist or beam (up to 3/16" deep) will require removal of the deteriorated portions, treating the retained material with a fungicide, an approved wood preservative and infilling the voids as required. Significant deterioration to the joist or beam (more than 3/16" into any surface) requires removal and replacement of the deteriorated member. Consult the structural engineer for specific cases with limited area. All abutting framing, whether wet or not is to be treated with an approved wood preservative. PLYWOOD ROOF SHEATHING Deteriorated Roof Sheathing shall be removed and replaced in minimum 4-ft x 4-ft sections, Provide blocking at new sheathing edges, and nail both new and existing sheathing to the blocking. Nail sheathing with 8d (0.131 "-diameter x 2.5"-long) nails at 6" on center at all edges and 12" on cente� at field framing. NEW LIQUID APPLIED FLASHING (E) OR NEW PT BLOCKING � (E) OR NEW 24 GA. PRIMED - METAL COPING, PAINT TO MATCH EXISTING TRIM COLOR ONSITE (E) OR NEW BLOCKING — (E) OR NEW 2X JOIST (E) OR NEW CEDAR TRIM TO MATCH EXISTING PROFILES ONSITE PREFABRICATED DRAIN STRAINER ROOFING CAP SHEET ROOFING BASE SHEET DRAIN FLANGE � DRAIN BODY � CONNECT TO D.S; ROOF DRAI�, EDGE � OFFSET SCALE: 3" =1' - 0" NEW CANT AS NECESSARY NEW ROOF MEMBRANE PER SCOPE FULL HEIGHT BLOCKING (BEYOND) 3" MIN �(E) OR NEW ROOF FRAMING �E) OR NEW 6X12 BEAM � NEW LIQUID APPLIED FLASHING NEW PT BLOCKING NEW CANT AS NECESSARY �NEW BLOCKING AS REQUIRED FOR ADEQUATE CURB HEIGHT z �t NOTE: - INSTALL LIQUID APPLIED FLASHING WHERE RELIEF CUTS ARE NECESSARY - VERIFY MEMBRANE ROOF INSTALLATION WITH ROOFING MANUFACTURER NEW LIQUID APPLIED FLASHING (E) OR NEW PT BLOCKING � (E) OR NEW 24 GA. PRIMEQ METAL— COPING, PAINT TO MATCH EXISTING TRIM COLOR ONSITE (E) OR NEW CEDAR TRIM TO MATCH EXISTING PROFILES ONSITE (E) OR NEW 2X JOIST NEW CANT AS NECESSARY NEW ROOF MEMBRANE PER SCOPE, TERMINATION PER MANUFACTURER'S RECOMMENDATION5 � (E) OR NEW 2X JOIST FLASHING @ ROOF STEP SCALE: 3" =1' - 0" NEW CANT AS NECESSARY NEW ROOF MEMBRANE PER SCOPE � w 'o z � °v �- FULL HEIGHT BLOCKING (BEYOND) �E OR NEW 6X12 BEAM �) � NEW ROOF MEMBRANE PER MANUFACTURER RECCOMMENDATIONS — (E) OR NEW SHEATHING (E) OR NEW 2X8 JOISTS 16" O.C. 3 UNINSULAT D R SCALE:1/4" =1' - Notes: See structural review memo for structural attachments and post replacement details and calculations. � 2016 KILBURN ARCHITECTS, LLC ��vi�wE� r=Q� ,�� co��i�n�c �� JUL 2 9 2016 �i�r c�� rul�w;�� LDIf�� plltl�9(�� :�_ yy � J� ;�';' �'s_ � •. � � �� ) $ �at ... ., . . 1 J"�.:�-Y�� . . . . , . . - L. ' 2016 r�Eh�iV�l�(� C;tI�1TER ASSEMBLY ��; � �� , �� ,� �� _� �' '}� �� ARCHITECTS LLC 1661 East Olive Way Suite 200 Seattle, WA 98102 Tel: 206.682.5211 Fax: 206.682.1403 wvuw.kilburnarchitects.com 7302 � REGISTERED ARCHITECT � STATETODDI�ASH N �N Sunwood Carpor� 7 15235 Sunwood Blvd. Tukwila, WA 98188 � � i' 9i11'� � �'� Release Date permit 7.20.2016 Details � ��"� � f� ��3� �,�� }f�� , o��