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Permit D16-0018 - ST THOMAS CATHOLIC CHURCH - REROOF
ST THOMAS CATHOLIC CHURCH 4415 S 140 ST D16-0018 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.gov 1523049210 4415 S 140TH ST BLDG 1 DEVELOPMENT PERMIT Project Name: ST THOMAS CATHOLIC CHURCH Permit Number: D16-0018 Issue Date: Permit Expires On: 5/26/2016 11/22/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: COPR OF CATHOLIC ARCHDIOCES 710 9TH AVE , SEATTLE, WA, 98104 OREN HADALLER 19238 39TH AVE S , SEATAC, WA, 98188 WASHINGTON BEST FINISHES LLC 3702 W VALLEY HWY N - SUITE 104 , AUBURN, WA, 98001 WASHIBF890NK ST THOMAS CATHOLIC CHURCH 4415 S 140TH ST, TUKWILA, WA, 98168 Phone: (206) 372-3887 Phone: (206) 856-5286 Expiration Date: 8/12/2017 DESCRIPTION OF WORK: REMOVE EXISTING TORCH DOWN ROOF. REPAIR ALL ROT, ALL NEW METAL FACIA. NEW 80 MIL PVC ROOFING MATERIAL - 75 SQUARES Project Valuation: $50,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,675.44 Occupancy per IBC: A-3 Water District: 125 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: 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 Permit Center Authorized Signature: �lJ Date: S-24°_ V f I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the c•. ditions attached to this permit. Signature: Print Name: Date: 1;114' lj 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: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 7: 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** 0612 EXT ROOFING INSUL 0103 PRE-REROOF 0401 ROOF SHEATHING CITY OF TUK6 SLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. t O * 001 IO Project No. Date Application Accepted: l�111" I Iii Date Application Expires: I " I I K. (For office use only) 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 4/.4, / 5 so 1-f 0 King Co Assessor's Tax No.: kc R f Site Address: t-1 1f / 'i So 1 i d 4-4 /7" / w r144 ,1414 9 -i -4 Suite Number: Floor: Tenant Name: C4 , T H c a 5 Cm_ {'%m /r C 4 (A. a c tt PROPERTY OWNER ( C Name: A [^cL d iO c -e f.,Q c+ JP cc'4--/ Le_ Address: 7 i U 4-1-1 A A City: S e „..1-1 1,4 State: U/ A Zip: l yOt CONTACT PERSON - person receiving all project communication Name: Op ..2 IA 'T► e, d i f _0A_ —{- (( 1 4 r,�1 Address:, 1., 3 sr 3 9 +4 %I / 5 City: S ac..._ State: 1A/A ria Zip: //idCsCs Phone: 2 m c 3 7 2_38 ..7Fax: ZipG^s_, tt Email: 5_0 1 LL S.0a c_iAdAII-AH s @ eokicael , h.._T GENERAL CONTRACTOR INFORMATION Company Name: —{- (( 1 4 r,�1 f( �0" '� 10. ` h1� G► i Address: # 3® I City: C,„I-- -,e State: 14/t4 ZipG^s_, tt Phone: 2 m( G, 9.2 _,s2 ax: City: Email:i h o f cab ko d.� 1„, lc' 1e_a 1„1, State: Zip: Phone: Zip: Fax: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2012 Applications'l'ermit Application Revised - 2-7-12.docx Revised: February 2012 New Tenant: ❑ Yes '14 .. No ARCHITECT OF RECORD Name: qq�� rr Company Name: a I, o c% _,2l- , L% H h cls 4, 45 Architect Name: k. v 1 6k d c 1^ I c !< Address: S 5 /14 /a ,,,+, L c.f. # 3® I City: C,„I-- -,e State: 14/t4 ZipG^s_, tt Phone: 2 m( G, 9.2 _,s2 ax: Email:i h o f cab ko d.� 1„, lc' 1e_a 1„1, , _0-4,15.ro14, ENGINEER OF RECORD Name: C o` 5 1.. Company Name: - - Address: du(4, c k �K „ 1.&_d' Engineer Name: City: Address: Zip: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: C o` 5 1.. )r71, m J' R �4- Address: du(4, c k �K „ 1.&_d' City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ TO) 2 O 0 Existing Building Valuation: $ I 2 l t:1/(0' Describe the scope of work (please provide detailed information): R -e I O v e y t 1 K �(9 1^ c 4 C/O w k o O f 2. R•Ppat 1"- AIS 1^o+ k w ly, 14 3, „ so ; evc koort;t7 JA, a-1.,2k"a► 75 Will there be new rack storage? ❑ ....Yes 57 t4 �-, o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 6 gi.c S Floor area of principal dwelling: I 5,09°0 by Floor area of accessory dwelling: C5, avo tj . *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: OO Compact: — Handicap: Will there be a change in use? ❑ Yes ,K No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: jti ;-� m c ❑ Sprinklers ❑ Automatic Fire Alarm gr. None ❑ Other (specify) o '- . 'std e ^ (,.¢ ) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor �S�b°bs�r�l No �� Nm coh+�DHc,6t I ditAleCL. 2"a Floor _ i 3rd Floor �. Floors thru _- Basement 4i, ,06 Sy P- Accessory Structure* LCA R -os, ics/oP,' 7, 1176syj Attached Garage cbo j1 - ‘ Detached Garage Attached Carport _, Detached Carport — Covered Deck _ - t Uncovered Deck _ A`, "�' V ''k,..r 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): 6 gi.c S Floor area of principal dwelling: I 5,09°0 by Floor area of accessory dwelling: C5, avo tj . *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: OO Compact: — Handicap: Will there be a change in use? ❑ Yes ,K No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: jti ;-� m c ❑ Sprinklers ❑ Automatic Fire Alarm gr. None ❑ Other (specify) o '- . 'std e ^ (,.¢ ) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 PUBLIC WORKS PERMIT INFl /IATION — 206-433-0179 Scope of Work (please provide detailed information):rr C i u v c {^ -O d .T k e i lac 9' c Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑ ... Renton ❑ ...Sewer Availability Provided ❑... Renton ❑... Seattle Septic System: El On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") 0 .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way El ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑.. ❑ .. ❑ .. ❑ .. ❑. ❑. Geotechnical Report .. Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) El ... Right-of-way Use - Profit for less than 72 hours 1=1 ... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone El ... Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line El .. Permanent Water Meter Size (I) El .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public 17 ❑... Grease Interceptor E l ... Channel ization ❑ ... Trench Excavation O ...Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # ❑ .. Deduct Water Meter Size Private ❑ Private " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: rl k. t cc C /NC., Mailing Address: 14 Gf / / 64 f c, Day Telephone: 2 69 6 Z 5 5 (D Water Meter Refund/Billing: Name: F:1^ Pti C. / 7 q (4 y Mailing Address: 41 LI / S ✓ 5o / CI D kk- City State Zip Day Telephone: 4 2 `F - - S S'a j �t�kt�ri� w/k City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWI t OR AUT OR s' ) AG NT: Signature: (�""" '« Date: 12 l /2 0 Print Name: 0i's -e-""I t�� 3t t-dkikeI— p 3?2-3�� rrDaY Tele hone:2m4' r( Mailing Address: 11 Z 3 ir 3 9 v J 5 5P'ia i c it/ A / 6- S - City State Zip IA, 4.0 0�� � u � �i � �, I 0 , -r 11 k' mo f a 1^ it fr, is `` L''►" "' a 55 •e µ, b f -t a fr /t,'s a C I4 _ad ra e ,z; "` , C,e AA 51— H� G T '0 N d >1 5 15 S D F a/� 5 h n.R4 11-1 �v3I 5'5 ANa /� Allam �j/JGrt 2 a V vt(i�s^ SrGI.JL S 51. 5,�u9Jre eL 4 G 4-%ic c i J d a coif, t c- 11 4 H:4Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docz Revised: February 2012 Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PAID w.� PermitTRAK $66.50 D16-0018 Address: 4415 S 140TH ST BLDG 1 Apn: 1523049210 $66.50 DEVELOPMENT $66.50 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R9039 R000.345.830.00.00 1.00 $66.50 $66.50•. Date Paid: Friday, July 22, 2016 Paid By: OREN HADALLER Pay Method: CREDIT CARD 022292 Printed: Friday, July 22, 2016 2:19 PM 1 of 1 CP M."SYSTEMS Cash Register Receipt City of Tukwila Receipt Number R8579 DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $1,036.55 D16-0018 Address: 4415 S 140TH ST BLDG 1 Apn: 1523049210 $1,036.55 DEVELOPMENT $987.40 PERMIT FEE R000.322.100.00.00 0.00 $982.90 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $49.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8579 R000.322.900.04.00 0.00 $49.15 $1,036.55 Date Paid: Thursday, May 26, 2016 Paid By: OREN HADALLER Pay Method: CREDIT CARD 026496 Printed: Thursday, May 26, 2016 11:44 AM 1 of 1 orI1 : SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $638.89 D16-0018 Address: 4415 S 140TH ST BLDG 1 Apn: 1523049210 $638.89 DEVELOPMENT $638.89 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7446 R000.345.830.00.00 0.00 $638.89 $638.89 Date Paid: Thursday, January 21, 2016 Paid By: OREN HADALLER Pay Method: CREDIT CARD 021974 Printed: Thursday, January 21, 2016 12:34 PM 1 of 1 CL SYSTEMS if INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: ST 'MOMS 4 j cic C li Tyke of Inspection: ,L-0nro- 7 /A./AL Address: 4yis>4ia na s -r Date Called: Special Instructions: gZ / Date Wa to ))) a Requeste : Phone No: KApproved per applicable codes. Ll Corrections required prior to approval. COMMENTS: Ok To FAIAL- Inspector: 4 • 4741 Date: 8/2 ,‘ 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 D16 -GU/g 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: Si- MOW'S ('IkiHOUG MOO, Tye of Inspection: 1►Lb /k - 6pi L Date Called: Address: 1/4/c S MOM M Sr Special Instructions: az' l Date Wanted: / Z7 IG •m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: CA,rc Pea C-(37:-/nZAeTh W iLL 06 scl1bULLGy' ecto/// Date: rf z y / a REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. LJ/ 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 o(6 -0o rg Pr Irt S 1110 Type of �nspec °n: Ad re s: '� 0— SO, (((o Sf. 6(� ►�:te Called: i Special Instructions: ' l " 1 to Wanted: 6-- 41-- (C �1 a.m. p.m. Requester: J 6r-ik- h d(e-h Phone No: )7z-373 g Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: ��'�'z'i Date: /' Z0 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 W6--d(3tZ Ppectt: / "l 6L Typ of Ins ectio/n: jW(ltr Addre s: 14tl(S 'ttf° ! (dr Date Called: Special Instructions: S�JtG v.�t-7 6 tc eQlq Date Wf nte�d: O !.O 1rb/ a.m. p.m. R�uester:P 14 d/�� Phone o: 20h 31v- 3 oca7 Approved per applicable codes. Ll Corrections required prior to approval. OMMENTS: Inspector: Date:6 I rA 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 SPECTION 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 Pr cttrig Type of Inspection: r. Ad re s: -iiiiiftt (YoNvt- 6 Vg D to Called: Special Instructions:�� a(((�J(ia�J1 Dat Wanted: �� a.m. T— p.m. Reque4er: �� e V (h it`1 A-/ Pon�;No: 3 7 .2, _5to/ Approved per applicable codes. Ll Corrections required prior to approval. MMENTS: Inspector: Date n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. To Who Concern: From: Project: Location: buo-001 WASHINGTON BEST MUM= LLC 3702 West Valley fluty. N. Suite 4104 Auburn, WA 98001 Tel 206 856 5286 Fax 253 737 4629 Israel Alvarez Saint Thomas Church 4415 S 140th St, Tukwila, WA 98168 Warranty of Workmanship July 28, 2016 Washington Best Finishes, LLC, confirmed the warranty of workmanship for a period of five years for the roof Installation in the project of: Saint Thomas Church located at 4415 S 140th St, Tukwila, WA 98168. This warranty started on July 25, 2016. 6ra01 PO in Israel Alvarez President Washington Best Finishes, LLC 3702 West Valley Hwy. N. Suite #104 Auburn, WA 98001 RECEIVED CITY OF TUKWILA AU6 02 2016 PERMIT CENTER 12 Year (10 Year Non -Coated}* LIMITED ROOFING MATERIAL WARRANTY ("Warranty is self -executed by user) Owner's Name: Saint Thomas Church Owners Complete Address: 4415 S 140th St, Tukwila, WA 98168 Building Name: Saint Thomas Church Roof Building Complete Address: 4415 S 140th St, Tukwila, WA 98168 Roofing Contractor Name: Washington Best Finishes. LLC Roofing Contractor Complete Address: 8702 Wect Valley Hwy N Suite 104 Auburn, WA 98001 Roofing Contractor Phone: 206 R56 5286 Polyglass Registered Contractor # (as applicable): Polyglass Product(s) Used: Polyglass Polyflex App 4-0 Smooth Other Roofing Products Used: Project Size: 7/500 square Feet Completion Date: 7/25/2016 TERMS AND CONDITIONS: Definitions: 'Poyglasr shall mean Polygtasse USA Inc. 1111 W. Newport Center Drive; Deerfield Beach, FL 33442. 'Owner shall mean the original party fisted above as Owner's Name whose building the Polyglass roof membrane product is installed. Polyglass warrants; the Polyglass product to be free from manufacturing defects which affects the ability of the membrane to perform in a watertight manner (herein considered defective) for the period of Twelve (12) years from the date of original installation of the roofing membrane for all MIneral Surfaced. Pelyrefiecte, and Fibered Aluminum and Acrylic coated membranes. Fifteen (15) years for Emubion/F@tered Aluminum or EmutsioniAcylc coated. Smooth surfaced membranes with or without Non-fibered Aluminum coating wit be limited to Ten (10) years. This warranty is for the sole benefit of Owner described above ('Owner) and is not transferrable or assignable. Warranty must be completed in its entirety and registered with Polyglass to become In effect otherwise the Polyglass membrane shall have warranty protection as provided by its Product Liability Coverage on packaging, A legible copy of this Warranty and proof of purchase must be registered with Polyglass USA, Inc. Atm: Warranty Department 11 t 1 W. Newport Center Drive; Deerfield Beach, FL 33422 within 90 days of the original date of purchase. Should Polyglass' membrane be deemed defective by Polyglass, as described above, Polyglass shall exercise the option to repair or replace such defective materials,, exctud'mg any associated labor to perform these tasks, Polyglass' maximum liability, under any circumstances, shall not exceed the cost of the defective membrane at time of claim; excluding alt installation related labor costs; costs of flashing, metal work, or other materials not supplied or furnished by Polyglass.. This sum shalt be pro -rated at year Two (2) of its term, reduced by 1112; (1/15) far 15 Year (1/10) for 10 yew; remaining In the warranty period and further reduced by any cost previously incurred by Polyglass for the repair or replacement of any Polyglots materials under this warranty. Any such repair or replacement to remedy leakage shall be owners SOLE AND EXCLUSIVE REMEDY against Polyglass. AS terms and conditions under this warranty wit be governed under Florida Law. Polyglass shall have no obligation based upon the following exclusions under this warranty: 1) Damage by natural diaastera, including but not limited to Lightning, Hall, strong winds exceeding 9 on the Beaufort Scale, Floods, Hurricanes, Tornadoes, wind launched debris, Earthquakes or similar acts of god or natural causes; 2) Damage by willful or negligent acts, Fire, Vandalism, or other misuse; • 3) Damage by use of materials not furnished by Polyglass; • 4) Owner or leasee fails to comply with Polyglass Roof Maintenance Warranty Guidelines. Polyglots Roof Maintenance Warranty Guidelines is available at: www ooHalass uli 5) Carnage by structural failure, including, without limitation, setting or Shifting Of the budding, or movement, cracking, or deflection of the roof deck, roof substrate, mot insulation, building design or constriction, inadequate attic venttation; 4) Damage by any chemical condition not disclosed to Polygaas, or trate or storage of materials or infiltration of condensation or moisture in. through or around the wags, coping, building structure of the underlying or surrounding areas; 5) Alterations or repairs made on or through the roof or objects (including, without limitation, machines, structures, fixtures, or tattles) are placed on the roof without prior written authorization of Polyglass; 6) Metal work or other materials not furnished by Poypiass and used in the roofing system resulting in leaks; 7) Poor workmanship in the original application of materials as determined In Polyglass' sole judgment; 8) Fature to utilize Polyglass' latest instructions and recommendations as to installation procedures; 9) Damage resulting from lack of positive, proper dr adequate drainage; 10) Loss In part or in where of granule or other surfacing; 11) Damage or injury arising In any way from an actual or alleged discharge or release of any pollutant or waste, environmental or airborne contaminates; 12) Damage or injury arising in anyway from testing/sampling of the membrane, design and consulting emus or omissions. 13) Failure to register this warranty within 90 days of purchase to Polyglass. 14) Protective coating or other surfacing material notcovered by these warranty coverages. Coverage Is limited to martial* compound and mat reinforcement. In addition to items 1-18 above, owner agrees by registration of this warranty that Polyglass shall have no responsibility whatsoever for bodily injury to any person or damage to the structure or its contents directly or indirectly arising out of any defects in its roof membrane or any other consequential or incidental damages or attorneys fees. Polyglass' sole responsibility is the repair or replacement of defective membrane that Is deadly (elated to leakage. this warranty does not include the cost of removal of existing materials, or the cost of labor to repair or replace the defective membrane arxlfor overburden installed to the Polyglass membrane. Conditions related to items 1-16 above, with the exception on Items 8, 12 & 16 shat result in immediate termination 01 this warranty in ite entirety without further notification from Polyglass. Claim Procedure: Polyglass shall have no obligation under this warranty unless Owner shall have promptly notified Potyglass in writing along with attached Proof of Purchase to Polyglass by registered or certified mail. Direct all claims to Polyglass, U.S.A, Inc. 1111W. Newport Center Drive, Deerfield Beach, Florida 33442, ATTN: Warranty Department, Any claim shall provide a copy of warranty and deleted information of the leakage and alleged defect. Poyglass must receive such notice within ten (10) days alter discovery of the claimed defect, failure to notify will result in voiding adds warranty. Polyglass reserves the right to request retained samples from me roof to be provided at Owner's expense and submitted to Polyglass for analysis kis lieu of any site review Or In-service materials. Owner shall provide Polyglass, and is agents and employees, free, safe and reasonable access le the roof during regular business hours during the tam of the warranty. Owner shall be responsible for all costs related to safe and reasonable access to investigate claim. Failure to comply will remit in voiding of this warranty. Polyglass' good -faith determination of the source of leakage, damage, or alleged defect to the roof shall be exclusive and binding to owier. Polyglass" failure at any time to enforce any of the terms and conditions of this warranty shall not be construed as a waiver of such provisions. Polyglass reserves the right to discontinue or modify any of its products and shall not be liable to Owner as a result of any such discontinuance or modification. This constitutes your entire express warranty for the products or system of products purchased. To the extent permitted by law, at other warranties, whether express or implied, Including, but not limited to the implied warranties of MERCHANTABILITY and FITNESS FOR A PARTICULAR PURPOSE ere EXCLUDED. ANY IMPLIED WARRANTIES ARISING BY OPERATION OF LAW ARE LIMITED IN DURATION TO THE TERM OF THIS WARRANTY. POLYGLASS WILL NOT PAY OR BE LIABLE UNDER ANY CIRCUMSTANCES FOR INCIDENTAL, CONSEQUENTIAL, SPECIAL OR EXEMPLARY DAMAGES. OR FOR LOST PROFITS OR BUSINESS INTERRUPTION LOSS. YET, SOME STATES DO NOT ALLOW LIMITATIONS ON HOW LONG AN IMPLIED WARRANTY LASTS, OR THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES, SO THE ABOVE LIMITATION OR EXCLUSION MAY NOT APPLY TO YOU. No implied warranty can be modified by any course of dealing, course of performance or usage of trade. This warranty gives you specific legal rights and you may also have other rights which vary from state to state. NO REPRESENTATION, PROMISE, AFFIRMATION OR STATEMENT BY ANY EMPLOYEE OR AGENT OF POLYGLASS WILL BE ENFORCEABLE AGAINST POLYGLASS UNLESS ft IS SPECIFICALLY INCLUDED IN THIS WARRANTY. POLYGLASS' AGENTS HAVE NO AUTHORITY TO GIVE WARRANTIES BEYOND THOSE PROVIDED IN THS WARRANTY.ALL RIGHTS AND DUTIES ARISING UNDER THIS WARRANTY SHALL BE GOVERNED BY FLORIDA LAW. Warranty presented and determined as incomplete or Inaccurate shall be considered null and void. By Including the signature below, I confirm that I have read and cknowledge the above Terms and Conditions of this warranty. v4 t6i 1133 0 fit's Signature to Due to dosumaxl sloe, print and submit on legal e.s" OA" legal paper or as 2 pages 0420141tl12WtpSE 1' REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 19'-3" EXISTING IIII r- MECHANICAL UNIT, TYP LI SLOPE DOWN PROVIDE FLASHING AT ALL ROOF PENETRATIONS, TVP. SLOPE DOWN ROOF PLAN 1/8" = 1'-0" REPLACE ROOFING ON EXISTING ROOF NEW ROOFING m ed ayqu�i� SLOPE OOy1N , / 4` P EXISTING COPPER GUTTER B TRIM FILE COPY' Permit No. Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved FieldCopy and coo'tions is : I owledged: 4e, / By: Date: NEW FLASHING EDWALL SECTION, TYPICAL 1/2" = 10" EXISTING FASCIA EXISTING DOWNSPOUT 7/2 /2-®/4 City of Tukwila BUILDING DIVISION EVIEWED FOR C C. DE COMPLIANCE APPROVED JUL 0 8 2016 City f Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL-12016 PERMIT CENTER TYPICAL ROOF ASSEMBLY (INTERIOR TO EXTERIOR) "CLASS A" ROOF: EXISTING ACOUSTIC TILE ON 5/8" TYPED' GWB; EXISTING 2X6 JOISTS; EXISTING R-21 BATT INSULATION; EXISTING PLYWOOD SHEATHING; 2" THICK H -SHIELD INSULATION BOARD (4'05' R-11.4 POLYISOCYANURATE RIGID) ASTM C1289 TYPE II CLASS 1, GRADE 2 OR 3. THIS ISA CLOSED CELL FOAM PANEL; 1/2" THICK DENSDECK ROOFING BOARD, A GYPSUM BOARD. THIS BOARD 15 FIRE RATED; PANOBASE 515 BY MARKEY ROOFING PRODUCTS, 50 MIL THICK BASE SHEET FOR TORCH DOWN ASPHALT ROOFS, ASTM D 4601 TYPE II. QUALIFIES A5 A VAPOR BARRIER (NAILED DOWN); POLYGLA55- POLYFLEX OR TRI -BUILT APP SMOOTH 5Y POLYGLASS, POLYESTER REINFORCED APP MODIFIED BITUMEN ROOFING PRODUCT.160 MIL THICK. TORCH DOWN. ASTM D 6222 TYPE I; TRI -BUILT FIBERED ALUMINUM EXTERIOR COATING MEETS ASTM D-2824, TYPE III XIx OEAVE DETAIL, TYPICAL 11/2"= 1'-0" TAPER THICKNESS OF RIGID INSULATION AT GUTTERS FOR PROPER DRAINAGE INTO EXISTING GUTTER NEW FLASHING TO OVERLAP EXISTING GUTTER /ISTING COPPER GUTTER AND FLASHING EXISTING FASCIA EXISTING COPPER CONTINUOUS VENT EXISTING LATH & PLASTER EXISTING DOWNSPOUT (HIDDEN) tVISIONNOiIXL DL(oOb( 2 N I..L 2 0 2 l— N ROOF REPLACEMENT 4415 SOUTH 140TH STREET • TUKWILA, WA 98168 I 206.682.7525 S A z ■ PERMIT SET 02/24/16 ROOT PLAN, SECTION AND DETAIL A t_J I.-- L.� REVIEWED FOR CODE COMPLIANCE APPROVED Technical Data Sheet: IB 80 mil Product Description: IB 80 mil Single -Ply is an ASTM D 4434-04, Type Ill polyester -scrim fabric reinforced, compounded resin based sheet with plasticizers, stabilizers, fillers, pigments and other proprietary materials, manufactured in a nominal 80 mil thickness, in 72" wide -by -60 -foot (360 sq.ft.) long rolls and 36" wide -by -60 -foot (180 sq.ft.) long rolls. IB 80 mil Single -Ply uses an anti -wicking polyester scrim for added strength and tear resistance that also minimizes moisture intrusion between the sheet's top film and and bottom film layers. Packaging: 360 sq. ft. rolls, 195 lbs./roll, 180 sq. ft. rolls, 97.5 lbs./roll Advantages: • IB 80 mil. Single -Ply is an ASTM D 4434-04, Type III Thermoplastic Membrane • 25 -Year Material Warranty • Excellent flexibility in all climates • The highly reflective IB White Single -Ply with SolarGuard'" finish helps to reduce temperatures of a building's interior (when used with a well designed roofing system) • 155% thicker top film (above the scrim) layer versus other single -ply membranes • Thermally welded seams provide superior seam strength • Exceeds Energy Star'" and California Title 24 requirements for Solar Reflectance and Emissivity Use: IB 80 mil Single -Ply can be installed in new, recover, and re -roof constructions as the primary field membrane, as a stripping ply for flashings, and as a base flashing reinforcement at all roof to wall transitions. IB 80 mil Single -Ply can be fully adhered to a properly prepared substrate (insulation, cover -board, or other pre -approved materials) with approved membrane adhesive or mechanically attached with approved fasteners and membrane plates. Optional attachments are available but need to be pre -approved by IB Technical Services Department. All laps side and end laps are to be thermally welded using a hot air welder with a minimum weld width of 1-%". Approvals and Listings: IB 80 mil Single -Ply is listed with various component assemblies at UL and Factory Mutual (F.M. Global) for fire, wind uplift, impact, and chemical resistance. Visit our website for links to these agencies and listings at: www.ibroof.com Warranties: IB 80 mil Single -Ply has a '25 -Year Material Warranty' and is available for 'Warranty Plus' and 'Total System' warranties for qualified IB Roof Systems applicators. Contact IB Roof Systems at (800) 426-1626, or visit our website at: www.ibroof.com Available Colors: White, tan, gray, red, green and brown. Call your local IB Sales Representative for colored product availability. 2010 )8 S{:cc .'.cal, „c.s f •.anual Techn'cal Data She: is I`JEJ CITY O-1UK'WILA in gWit(Tukwila BUILDING DIVISIM 1 2016 •SolarGuard"Finish ..-.,___--,_ PERMIT CENTER Durable Weathering Film • Anti -wick ng Polyester Scrim Durable Bottom Film Solar Reflectance / Thermal Emittance / Calculated SRI Values Membrane Color White W17. Red Green Brown Solar Thermal SRI Value SRI Value SRI Value Reflectance Emittance (Low Wind) (Medium Wind) (High Wind) 0.870 0.88 108.9 109.0 109.1 0366 0.87 39.1 0.163 0.88 12.4 0.243 0.88 22.8 0.073 0.88 0.9 0.079 0.87 0.8 39.9 13.5 23.8 2.1 2.3 40.7 14.5 24.7 3.2 3.6 Property Overall thickness of PVC sheet, min. mm (in.) Thickness over the scrim, min. mm (in.) Breaking strength, min. kN/m (Ibf/in.) Elongation at the break, min. %: Machine direction Cross -machine direction Retention of properties after heat aging: Breaking strength, min. % of original Elongation, min. % of original Tearing strength, min. N (Ibf) Low temperature bend Accelerated weathering test: Cracking (7x magnification) Crating (7x magnification) Linear dimension change, max % Change in weight after immersion in water, max % Static puncture resistance Dynamic puncture resistance Method Requirement ASTM D751 1.14 (0.045) 0.40 (0.016) ASTM D751 35(200) ASTM 0751 ASTM D751 ASTM D2136 ASTM G53 ASTM 01204 ASTM 0570 ASTM D5602 ASTM 5636 80 Mil 2.03 (0.08) 1.02 (0.04) 95 (540) 15° 40 15° 38 90 90 90 90 200 (45.0) 329 (74.0) Pass Pass None None None None 0.5 0.5 +/-3.0 1.2 Pass Pass Pass' Pass A: Above the cross points of any fabric or fiber and the surface exposed to the weather. B: For reinforcing fabric only; elongation of PVC material shall be the same as Type II, Grade 1. C: For Type II, Grade 1 products, dynamic puncture shall be evaluated at an energy level to 101 min. For Type II, Grade 2 and Type It products, dynamic puncture shall be evaluated at an energy level of 201 min. He.s-n 1210 TO: FROM: DATE: SUBJECT: MEMORANDUM Laurie Anderson Brenda Holt June 1, 2016 St. Thomas Catholic Church Permit Number D16-0018 Please draw a check in the amount of $312.12 (three hundred twelve dollars and twelve cents) to be payable to Oren Hadaller with St Thomas Catholic Church at 19238 39th Ave S in Seatac, Washington, 98188. This is a refund of part of the building permit, plan review and technology fees paid. The applicant provided a contract for decreased value of tenant improvement work. Please provide the refund as follows: Account 000.322.100.00.00: $ 183.60 Account 000.345.830.00.00: $ 119.34 Account 000.322.900.04.00: $ 9.18 Total: $ 312.12 Please forward the check to me and I will forward it on to the applicant. Thank you! ri_ed f(2._ )A 14„ re9 5 a 5 © J PSS; 0 a '(s 33 3-7 coo x'72- 35`7'1 11 2,35 14' A-c,� 5 Request for Refund ❑ Approved for full refund e e gApproved for B % refund of fee(s) _ Denied (provide explanation) e 4/4 Signature/Initials bu- 003 RECEIVED CITY OF TUKWII1LA MAY 2 6 2016 PERMIT CENTER .wSF /Lroactisal s Drypiran syvtams Attention to: From: Project: Location: WASHINGTON BEST WISH'$ LW 3702 West Valley Hwy N Suite 104 Auburn WA 98001 Tel 206 856-5286, Fax 253 737-4629 UBI# 602 991980, Lic. # WASHIBF890NK Bid Proposal Oren Hadaller Israel Alvarez 206 856-5286, israel@washingtonbestfinishes.com Saint Thomas Church 4415 S 140th St. Tukwila, WA 98168 Install new roof on the upper section of the main Building: 5/25/2016 RECEIVED CITY OF TUKWILA MAY 2 6 2016 PERMIT CENTER 1. Tri -Built Fibered Aluminum exterior Coating. 2. PolyGlass — Polyflex or Tri -Built APP smooth by PolyGlass, polyester reinforced APP modified bitumen roofing product. 160 mil thick. Torch down. 3. Panobase 515 by Markey Roofing Products, 50 mil thick base sheet for torch down. 4. ''A " DensDeck roofing board. 5. 2 inch thick H -Shield Insulation board R-11.4 (Polyisocyanurate Rigid). Included Included Included Included Included Total this Bid Clarifications: $ 38,000.00 1. All permits are responsibility of Owner. 2. This Bid Includes Labor, Equipment and Materials. 3. WBF will provide General Liability insurance and Worker's Compensation Insurance and will provide a certificate of insurance to owner, with owner named as certificate holder, prior to the execution of any work, upon request. 4. WBF will give to the Owner a "letter of guarantee" of workmanship and materials for a period of ten years. 5. WBF will provide a temporary waterproof protection as necessary to keep water from infiltrating into the building during the period of construction. 6. WBF will do a daily cleanup of this scope of work and remove the scrap as result of this work. It is possible that dust or dirt may infiltrate into the interior building. WBF will not have responsibility in cleaning the inside of the building. The Owner is advice to remove/protect/ cover any valuable items. 7. Replace existing damaged plywood sheathing will be for an additional cost to Owner at a rate of $55.00 per hour. 8. Owner is responsible to perform an inspection of the existing roof sheathing condition after the removal of the existing roof and give authorization to WBF to proceed with the installation of the new roof, if the Owner is satisfied with the condition of the existing roof sheathing. 9. Sales taxes Included. Jl(o 0016 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0018 DATE: 07/01/16 PROJECT NAME: ST THOMAS CHURCH SITE ADDRESS: 441_5_ _ y •_ �`� Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENTS: Buil ing Division Public Works Fire Prevention n Planning Division Structural Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 07/05/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Fo Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 08/02/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0018 DATE: 02/25/16 PROJECT NAME: ST THOMAS CATHOLIC CHURCH SITE ADDRESS: 4415 S 140 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: rNv Building Division in Public Works n Fire Prevention Structural Planning Division ❑ Permit Coordinator I PRELIMINARY REVIEW: Not Applicable Ti (no approval/review required) DATE: 03/01/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/29/16 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied Ti (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0018 DATE: 01/28/16 PROJECT NAME: ST THOMAS CATHOLIC CHURCH SITE ADDRESS: 4415 S 140TH ST X Original Plan Submittal Response to Correction Letter #, Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works L..i A -N' Fire Prevention r172 Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 01/28/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/25/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PROJECT NAME: 1 d_sOrCtG SITE ADDRESS: 41-(13— S 140 s r PERMIT NO: bt W " Oct ( 9 ORIGINAL ISSUE DATE: S--) G-44, REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1— f -- C , d -C -i SI -4 LL, -Z -)-7--IAP riot pet V,t-e� Summary of Revision: - Received by:— ® __ __ f c-z��G� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J tA- t'7 /) 2 ©/' Plan Check/Permit Number: r ®0"5r ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 0-- Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: k --if f S Sm (Gro L `1 Summary of Revision: .<kc.('(,‘) /// gE (6 E --- Phone Number: Dc 72 "3 5S - k' 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 11"(" I (tI W:\Permit Center\Templates\Forms\Revision Submittal Form. doe Revised: August 2015 RECEIVED CITY OF TUKWILA JUL-12016 PERMIT CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard. Suite #100 Tukwila. Washington 98188 Phone: 206-43 I -3670 Web site: hu_p: w'. ;t .7 i:k ila\VA._o REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: at/ .2 I /I b Ej Response to Incomplete Letter ## XResponse to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Plan Check/PermitNumber:D16-0018 Project Name: ST THOMAS CATHOLIC CHURCH Project Address:4415 S 140'" ST Contact Person: KEVIN 5R0PEKIGK Phone Number: 206 492 75-25 RECEIVED CITY OF TU.KWIA FEB 2 5 201E PERMIT CENTER Summary of Revision: o) _ARCM Tr41, 460a. f 5-r P�� l'p�= p 014 (:At rt SHEET. Fri NT..__.........W..... 0. F. .7,70, RE4PtfzED HICsHwy t-11Et 014 , T A1.0,. ......__. -v ct. _. _...ls..__...__.._WR-Ot trr -1-L1 ._._ C,otite tAlkor E...._......_P3Y._.- — 5 C1 F1L_ lD N o f g— t o (2:1 @_11) (PS tu✓/kTl d TD 5 Fizoo A c" Fut (poop SA-tCWCttiNG AT goo?. Tt-t� Llc-t (P F iN' -P11aN E -2.I poke-, N . w moo fl t1514.LA r).._1) N ..... Iz - I .-_ IZ 3 kJ P NA - ¶H - W A y( r e Y ,Lope) 5 E I'4 W 7Act A 2 •V i lh..- J—'- 2.,/A2 -.O rF-0 IDED -p 42, EitC-'i IcfaNcy (• Sheet Numbers): .4 (. O ) A-2, . p rC$ . 2y) 20Iib "Cloud" or highlight all areas of revit ion. including date olf revision WASHINGTON BEST FINISHES T T C Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries Page 1 of 2 Search L&I A -Z Tm Workplace Rights WASHINGTON BEST FINISHES LLC Owner or tradesperson Principals ALVAREZ, ISRAEL, PARTNER/MEMBER Doing business as WASHINGTON BEST FINISHES LLC WA UBI No. 602 991 980 3702 West Valley Hwy. N. Suite #104 AUBURN, WA 98001 206-856-5286 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WASHIBF890NK Effective — expiration 08/12/2011— 08/12/2017 Bond State Farm Fire & Cas Co Bond account no. 98GD91018 Received by L&I 08/12/2011 Insurance Nationwide Mutual Ins Co $12,000.00 Effective date 09/01/2010 Expiration date Until Canceled $1,000,000.00 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602991980&LIC=WASHIBF890NK&SAW= 5/26/2016 a s 2' T 0 a 12. E 13. a 0 a E a 0 V a 0 tel a v 0 m S v v E IS GENERAL NOTES 1. ALL GENERAL NOTES GIVEN HEREIN APPLY TO ALL ALLIED TRADES FOR THE PROJECT AMENDED ELSEWHERE TO INCLUDE ISOLATED CONDITIONS 2. 3. 4. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC THEY ARE NOT INTENDED TO BE SCALED. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, CONDITIONS, AND DIMENSIONS AT THE JOB SITE AND AS SHOWN ON THE DRAWINGS. THEY SHALL REPORT ANY ERRORS OR INCONSISTENCIES IN THE ABOVE TO THE ARCHITECT BEFORE COMMENCING WORK. 5. CONTRACTOR AND SUBCONTRACTORS SHALL OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LIINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR OWN. 6. PROTECTION: A. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE HAVING JURISDICTION AND ALL LOCAL,STATE, AND FEDERAL LAWS. B. PROVIDE ALL SHORING AND BRACING AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK IS COMPLETED. C. PROVIDE AND MAINTAIN GUARD LIGHTS AND BARRICADES AT ALL AREAS OF WORK ADJACENT TO PUBLIC WAYS OR PUBLIC SPACES. D. AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS, OR HEAT) 50 A5 TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM DAMAGE. E. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER PUBLIC PROPERTY OR TO ANY PUBLIC UTILITIES. 7. CONTRACTOR AGREES THAT HE WILL HOLD THE OWNER, ARCHITECT AND/OR ANY OF THEIR EMPLOYEES OR AGENTS HARMLESS FROM ANY AND ALL DAMAGE CLAIMS WHICH MAY ARISE BY REASON OF ANY NEGLIGENCE ON PART OF THE CONTRACTOR, ANY OF HIS SUBCONTRACTORS AND/OR SUBCONTRACTOR'S MATERIALS AND EQUIPMENT SUPPLIERS AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN PERFORMANCE OF THIS CONTRACT; AND IN CASE ANY ACTION IS BROUGHT BEFORE THEREOF AGAINST THE OWNER, ARCHITECT AND/ OR ANY OF THEIR EMPLOYEES OR AGENTS, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE THEREOF, AND UPON HIS FAILURE TO DO 50 ON PROPER NOTICE, OWNER, ARCHITECT AND/OR ANY OF THEIR EMPLOYEES OR AGENTS RESERVE THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COSTS THEREOF TO CONTRACTOR. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. THE CONTRACTOR SHALL HAVE ALL ITEMS OR DETAILS CLARIFIED WITH THE ARCHITECT PRIOR TO SUBMITTING A BID; OTHERWISE THE ARCHITECTS INTERPRETATION SHALL BE FINAL. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE TRANSMITTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 10. ALL WOOD WALL DIMENSIONS GIVEN ARE TO EXTERIOR FACE OF FRAMING. LIGHT GA STEEL WALLS ARE DIMENSIONED TO CL OF FRAMING. 11. SOME CONNECTIONS INDICATED ON THE DRAWINGS ARE SCHEMATIC. SECURE ALL COMPONENTS RIGIDLY TO STRUCTURE AND EACH OTHER. USE FASTENERS DESIGNED FOR EACH INSERVICE CONNECTION. OBTAIN CLARIFICATION AND INTERPRETATION OF DRAWINGS AND SPECIFICATIONS. INCLUDE ADDITIONAL DETAIL, DIRECTLY FROM ARCHITECT. WASTE MATERIAL AND RUBBISH FROM DEMOLITION AND ALTERATION OPERATIONS SHALL BE REMOVED FROM SITE AS RAPIDLY AS POSSIBLE AND SHALL NOT BE ALLOWED TO ACCUMULATE ON PREMISES. DISPOSAL OF MATERIALS WILL BE AT THE DISCRETION OF THE CONTRACTOR. OPEN FIRES WILL NOT BE PERMITTED FOR DISPOSAL OF WASTE. CONTRACTOR SHALL PROVIDE AN EXTERIOR AREA TO COLLECT ALL DEMOLISHED NOT TO BE REUSED. THIS AREA SHALL BE SAFE AND UN -OBSTRUCTING THE BUILDING FUNCTION AND THE OWNER'S DAILY BUSINESS OPERATIONS. 14. EXISTING UTILITY LINES INDICATED OR NOTED ON THE DRAWINGS ARE SHOWN A5 OBTAINED FROM EXISTING INFORMATION AND ARE PROBABLY INCOMPLETE AND ONLY APPROXIMATE IN LOCATION. THE CONTRACTOR SHALL TAKE EXTREME CAUTION TO AVOID DAMAGE TO EXISTING UTILITY LINES AND/OR HARM TO PERSONNEL ENGAGED IN WORKING IN THE AREA. ABBREVIATIONS 0 AB ABV ACT A/E AFF ALUM ALT ANSI ARCH BD BLK'G BLDG BM BTU BUR CB CJ CL CLG CLR CMU CO COL CONF CONC CONT COORD CPT CT CW d DBL DEG DEMO DF DIAM DIAG DIM DN DG DTL PS DW (E) EA EIFS ELECT EXT ELEV EQUIP EQ EW EXIST FD FDN FEC AT AND DEGREE DIAMETER POUNDS ANCHOR BOLT ABOVE ACOUSTICAL TILE ARCHITECT / ENGINEER ABOVE FINISH FLOOR ALUMINUM ALTERNATE AMERICAN NATIONAL STANDARD INSTITUTE ARCHITECT OR ARCHITECTURAL BOARD BLOCKING BUILDING BEAM BRITISH THERMAL UNIT BUILT UP ROOF CATCH BASIN CONSTRUCTION JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONFERENCE CONCRETE CONTINUOUS COORDINATE CARPET CERAMIC TILE COLD WATER PENNY DOUBLR DEGREE DEMOLISH OR DEMOLITION DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DOWN DOUBLE GLAZING DETAIL DOWNSPOUT DISH WASHER EXISTING EAST OR EXISTING EACH EXTERIOR INSULATION FINISH SYSTEM ELECTRICAL EXTERIOR ELEVATION EQUIPMENT EQUAL EACH WAY EXISTING FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER CABINET FF FOC FOF FOS FTG FT FURN GA GALV GL GLB GLZ GYP GWB HB HC HDWD HDR HDW HF HGT HM HR HW FINISH FLOOR FACE OF CONCRETE FACE OF FINISH FACE OF STUD FOOTING FOOT OR FEET FURNITURE GAUGE OR GAGE GALVANIZED GLASS GLUE LAMINATED BEAM GLAZING GYPSUM GYPSUM WALL BOARD HOSE BIB HOLLOW CORE HARDWOOD HEADER HARDWARE HEM -FIR HEIGHT HOLLOW METAL HOUR HOT WATER IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IFC INTERNATIONAL FIRE CODE IN INCHES INSUL INSULATION INT INTERIOR IPC INTERNATIONAL PLUMBING CODE IRC INTERNATIONAL RESIDENTIAL CODE LAM LAV LB LF LT LWC LAMINATE LAVATORY POUNDS LINEAR FEET LIGHT LIGHT WEIGHT CONCRETE MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS NEC NATIONAL ELECTRICAL CODE (N) NEW N NORTH OR NEW NIC NOT IN CONTRACT NO. NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OC ON CENTER OPNG OPENING PL P LAM PLYWD PROPERTY LINE OR PLATE PLASTIC LAMINATE PLYWOOD PNL PROP PT PTD PANEL PROPERTY PRESSURE TREATED PAINTED R RISER OR RADIUS RA RETURN AIR RAD RADIUS RCP REFLECTED CEILING PLAN REINF REINFORCING REQD REQUIRED RM ROOM RO ROUGH OPENING 5 SOUTH SA SUPPLY AIR SC SOLID CORE SCHED SCHEDULE SD STORM DRAIN SECT SECTION SF SQUARE FEET SIM SIMILAR SPEC SPECIFIED OR SPECIFICATION SST STAINLESS STEEL STC SOUND TRANSMISSION COEFFICIENT STD STANDARD STL STEEL STOR STORAGE STRUM* STRUCTURAL SUSP SUSPENDED SYS SYSTEM T T&G TB TOW TEMP THK THRU TOPO TPD TYP UNO UTIL VCT VERT VEST VTR VTo W W/ WC WD WDW WF WG WH W/o WP WSEC wT WWF WWM TREAD OR TEMPERED TOUNGUE AND GROOVE TOWEL BAR TOP OF WALL TEMPERED THICK OR THICKNESS THROUGH TOPOGRAPHIC MAP TOILET PAPER DISPENSER TYPICAL UNLESS NOTED OTHERWISE UTILITY VINYL COMPOSITION TILE VERTICLE VESTIBULE VENT THROUGH ROOF VENT TO OUTSIDE WEST WITH WATER CLOSET WOOD WINDOW WIDE FLANGE WIRE GLASS WATER HEATER WITHOUT WATERPROOF WASHINGTON STATE ENERGY CODE WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH YD YARD S 1° 31' 05" W 443.98 N 87 48' 55" W 659.82' EXISTING EASEMENT S 87° 48' 32" E 209.00" KEY A EXISTING BUILDING APPROX. AREA OF EXISTING BUILDING TO BE REPAIRED AREA TO BE REPAIRED S 87° 48' 32" E 331.16" ILI PARKING 17' E 444.06' e - 0N z P -S 67° 48'32" E 120.001 10 IN Iz 0 20' 40' 80' PROJECT NOTES PROJECT ADDRESS: 4415 SOUTH 140TH STREET TUKWILA, WA 98168 PROJECT DESCRIPTION: OWNER: ARCHITECT: 5T. THOMAS PARISH CHURCH ROOF REPLACEMENT 5T. THOMAS PARISH 4415 SOUTH 140TH ST TUKWILA, WA 98168 (206) 242-5501 BRODERICK ARCHITECTS 55 5. ATLANTIC STREET, SUITE 301 SEATTLE, WA 98134 206.682.7525 206.682.7529 (FAX) CONTACT: KEVIN BRODERICK info@broderickarehitects.com LEGAL DESCRIPTION: NE 1/4 OF SW 1/4 OF 5E 1/4 OF STR 15-23-04 LESS W 120 FT OF N 219 FT & LESS E 209 FT OF N 219 FT LESS CO RD -- POR TAXABLE PARCEL NUMBER: 152304-9210 A�VISlONS No changes shoU -nirmie to the scope of work without prior approval of Tukwila Building Division_ I NOTE: plan submittal i?t,'e' 5iti"i::, Lalli I••:;cluiro 0 now and rn y in.::udo additional plan review loos. PLANNING NOTES ZONING: LOT AREA: LOT COVERAGE: HEIGHT: PARKING: LDR 349,351 SF (8.02 ACRES) 22,885 5F 25 FT 167 STALLS ENERGY NOTES p FILE Copy nrAt. O, ■ Plan review oro':'!' fs subject to errors and on/!Es 1110. Approval of ccr;4r1 ;`.0 doou Tents does not atito• I..e the violation r•; any adcptoc' codo or ordinance. Race pt of approved Fiend Copy ands ont itio acknowl ed; cid: By: Date: City of Tukwila BUILDING DIVISloq 1) ALL WORK SHALL COMPLY WITH THE 2012 WASHINGTON STATE ENERGY CODE. BELOW ARE THE PRESCRIPTIVE REQUIREMENTS. 2) INSULATION (MIN. R -VALUE): ROOF - ABOVE DECK R-21 BATT + R-10 RIGID (R-30 MIN) ALL CAVITIES IN THE THERMAL ENVELOPE SHALL BE FILLED WITH INSULATION, INCLUDING CORNERS, HEADERS, RIM JOISTS, AND THE JUNCTION OF FOUNDATION TO SILL PLATE. FLOOR INSULATION SHALL BE INSTALLED IN PERMANENT CONTACT WITH UNDERSIDE OF SUBFLOOR - AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. 3) AIR LEAKr,GE: A) A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. ALL BREAKS OR JOINTS IN THE AIR BARRIER WILL BE SEALED. TESTING 15 REQUIRED TO ENSURE LEAKAGE RATE OF NOT MORE THAN .40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 2.OL/S M2 AT 75PA IN ACCORDANCE WITH ASTM E779.. SEPARATE PERMIT REQUIRM FOR: .Mechanical ErElectrical Plumbing Ai Gas Piping City of Tukwila RU!!. fllNO DIVISION H (]) CO00 4415 SOUTH 140TH STREET ® TUKWILA, WA I a 0 a C t • a SHEET INDEX blbez•zi8 E I- n Lri0 0 7175— TITLE SHEET A2.0 ROOF PLAN, SECTION AND DETAIL 961 51 1 6961001 5154tSh 51 :. '0111St $1(2.111: S'Oalh51,_ CORRECTION LTR# filling ttiilniy flight Crmtrr - RFCEIVED CITY OF TUKWILA FEB 2 5 2016 PERMIT CENTER 0 ,1 1111,1 SI id6 •S S Ryan St S Rytl P'n.' of 3rd 0 11611151: S t.1125 51120th flaw CI SS 6� 01201'51 S 13110 St 513111115 0131st 51 01:;„�5; $ 133r,I :it _ ” 11Glli $1.:; I slth C! 0:13010 S1 0 12011101 4,411: ut-rt 5`a2nd SI Ill Il S, Fllnrld F r• tl ell Y.'C171.1 `,9C1 S2 S 14kh. 11 81460 t 9145Ih St S 141th3t S144h5t U• S 144.h St LA 51401051 S 14th St S1a0lh S1 ,2S143t)5, - ll� alsm651 S 152ndS . 51411101 1 y 5111TIC SI- Ill IC VICIN N.T.S. Plot Date: 2/25/16 Carrie Koenig 4# 206.682.7525 co z z_ c/) J LLJ ■ DESCRIPTION REV ODE A.. Iv A IEWED FOR COMPLIANCEPPROVED 042)16 I N 0 of Tukwila. iON U PERMIT SET 02/24/16 TITLE SHEET AiM 1 This document represents a proprietary design owned by the architect and shall not be used on other projects or additions to this project or for completion of this project by others except by prior arrangement in writing. Copyright 0 Thursday, February 25, 2016 by Broderick Architects, pllc in N 0 0 66'-7" 23'-8" 19'-3" 23'-8" EXISTING MECHANICAL UNIT, TYP SLOPE DOWN PROVIDE FLASHING AT ALL ROOF PENETRATIONS, TYP. SLOPE DOWN ROOF PLAN 1/8" = 1'-0" REPLACE ROOFING ON EXISTING ROOF NEW PVC ROOFING :::■•■.... SLOPS DOWN 41" 14 4 414i. 4S*2.41 oe-- EXISTING COPPER GUTTER & TRIM EXISTING FASCIA EXISTING DOWNSPOUT L 0 WALL SECTION, TYPICAL 2 1/2" = 1'-O" TYPICAL ROOF ASSEMBLY (INTERIOR TO EXTERIOR): EXISTING ACOUSTIC TILE ON 5/8" TYPE 'X' GWS; EXISTING 2X6 JOISTS; EXISTING R-21 BATT INSULATION; NEW PLYWOOD SHEATHING, AS REQUIRED; NEW DOUBLE LAYER OF 3O# FELT PAPER (HALF -LAP); NEW R-10 RIGID INSULATION-(Owe;15 Corning, Formular Thermapink 25 XPS) NEW 80 MM PVC ROOFING • 1111114111111111111111,11111111111111111a11111111::::::::104.4. ••• ■11j::1:1:1::111:141/11111111111 4014%%%%ttit 1 "IP ►ce= TAPER THICKNESS OF RIGID INSULATION AT GUTTERS FOR PROPER DRAINAGE INTO EXISTING GUTTER EW FLASHING TO OVERLAP EXISTING GUTTER 7 -----EXISTING COPPER GUTTER AND FLASHING EAVE DETAIL, TYPICAL 1 1/2"= 1'-0" bt6 EXISTING FASCIA EXISTING COPPER CONTINUOUS VENT EXISTING LATH & PLASTER EXISTING DOWNSPOUT (HIDDEN) 0019 RECEWED CITY OF TUKWILA FEB 25 2016 PERMIT CENTER .I --I 4532 REGISTERED \l ARCHITECT : VII KEVIN J. BRODERICK STATE OF WASHINGTON ■ 1 ST. THOMAS PARISH ROOF REPLACEMENT 4415 SOUTH 140TH STREET • TUKWILA, WA 98168 I I #Pln Plot Date: 2/25/16 Came Koenig 15.007 St. Thomas Parish Riverton - Roof AC18.pin • BRODERICK ARCI 1 ■ NO. DATE DESCRIPTION BODE .. a REVIEWED APPROVED MAR CO 4PL 4 201E =0R ANC 33UILDING City o. `ukvvila DIVISIO, 1 PERMIT SET 02/24/16 I I ROOF PLAN, SECTION AND DETAIL A2.O