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Permit D18-0121 - FLOOR & DECOR - REMOVE OLD GRAVEL, RIDGE FOAM, TPO MEMBRANE AND METAL CAP
FLOOR & DECOR 17651 SOUTHCENTER PKWY D18-0121 Parcel No: Address: City of Tukwila rTh \.__I 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 3523049088 17651 SOUTHCENTER PKWY Project Name: FLOOR & DECOR Permit Number: D18-0121 Issue Date: 9/14/2018 Permit Expires On: 3/13/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LEVITZ TUKWILA LLC 180 N STETSON AVE #324-D , CHICAGO, WI, 80601 PAUL HOCKERSMITH 1500 HORIZON DR , STURTEVANT, WI, 53177 HORIZON RETAIL CONSTRUCTION INC 1500 HORIZON DR , STURTEVANT, WI, 53177 HORIZRC072N5 HORIZON RETAIL CONSTRUCTION INC 1500 HORIZON DR , STURTEVANT, WI, 53177 Phone: (262) 321-4267 Phone: (262) 638-6000 Expiration Date: 4/15/2019 DESCRIPTION OF WORK: REMOVED OLD GRAVEL, INSALLED 2 LAYERS OF RIDGE FOAM AND NEW TPO MEMBRANE, NEW COPING METAL CAP ON PARAPIT WALLS Project Valuation: $600,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $9,725.83 Occupancy per IBC: Water District: HIGHLINE Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: l 1 1+16 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. /G 402%// Signature: ► Print Name: //$4-g-7-4--- %iD Date: 9— ��/tT 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: 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. 6: 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 CITY OF TUKU Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov r Building Permit Project No. c� Date Application Accepted: IA Date Application Expires: /0I (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 King Co Assessor's Tax No.: Site Address: / 763-1 $o or -9 GE0712:0--p/vascoptif Tenant Name: 7lod e_ ,i -As D DE -60e_ Suite Number: PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Company Name: / % It LJ L1 Pim % t G �O (�' Name: U(.- %-JackieStiN-(i+1 /I t + Address:' / /J d 0 f�o2/zo,c0 () e Zip: City: 57vm State: �, Zip: "1 //�.c,1 / 4.LL.. rti Phone z _3Z /... y ez 7 ax: Address: EmailpA-U , / t e gaeizem e/Q RtL , co GENERAL CONTRACTOR INFORMATION Company Name: / % It LJ L1 Pim % t G �O Address: / S6d 21st!/ _ Address: s_ _0 � f tall, k 5. 2-00 City: 5J/.! 27—i//% State: �L Zip: Phone: 2, 32/—�L_l _Fax. Contr Reg No.: Exp Date: Address: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: Floor: Yes ❑ „No ARCHITECT OF RECORD Company Name: s R `p 36 c) Architect Name: 5 A --IC c Ri i a i ee SM 4 Address: s_ _0 � f tall, k 5. 2-00 City: 5-coT75 PA -(e. State: Zip: 53'5 s? k•Phone: cgs_ S�lS S/Z_cax. Email: 52 A -,36a (Ucii a) ttJ�iv ENGINEER OF RECORD Name: 04 tto.Cj gE T4,-_, Address:( $0 204 'D k r Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 04 tto.Cj gE T4,-_, Address:( $0 204 'D k r City: Srtmotr-,, T State: uZip: Page 1 of 4 BUILDING PERMIT INFORMATI., ;06-431-3670 Valuation of Project (contractor's bid price): $ G,b0t 600 — Existing Building Valuation: $ Describe the scope of work (please provide detailed information): wet alb C--SQA-t1E.-L , 14)151-74-(1012. mal froco WQ-w 1 ?O 0/1. -Q -At gR_Aa 6%„1 e w Copy £S Akec C -Pre - stn, ►" t Z - r, t s Will there be new rack storage? ❑ ....Yes ❑ ...No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms-Applications On Line \2012 ApplicationsU'ermit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport 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: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms-Applications On Line \2012 ApplicationsU'ermit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO( TION — 206-433-0179 — Scope of Work (please provide detailed information): /4lsr'4-L( /UEt(2. ?8.27.1.4Su£047-idht./ t�—k4 j•1ew 1 P Vt.pt.t/604,aLe, w "R-1-0 C u i s AA/0 f� aT SAS & ( 49 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 El.. Sewer Use Certificate ❑... Highline ❑ ...Valley View 0...Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size -22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. 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 O... Geotechnical Report 0...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut 0...Pavement Cut 0...Looped Fire Line ❑ .. Permanent Water Meter Size (1) " WO # ❑ .. Temporary Water Meter Size (1) " WO # ❑ .. Water Only Meter Size " WO # ❑ .. Sewer Main Extension Public 0 Private ❑ El.. Water Main Extension Public 0 Private 0 0... Grease Interceptor 0... Channelization ❑...Trench Excavation ❑... Utility Undergrounding (2) " WO # (3) (2) " WO # (3) 0 .. Deduct Water Meter Size " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water El.. Sewer El.. Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh 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 0/WIER OR AUT RIZED AGE T: / Signature: u-1Gk�/� Date: , `7 /z //!%`t Print Name: ? '- iJ C I! e 5wt 1-44A Day Telephone: �� a - Z i'— Va e ! Mailing Address: (SO 0 five tzyl4 b2 S`0,4�2-1,A..e, t t.�.a City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 I Cash Rcigister Receipt City ofTukwila eceipt=. Number R14365 2906 DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $9,725.83 D18-0121 Address: 17651 SOUTHCENTER PKWY Apn: 3523049088 $9,725.83 DEVELOPMENT $9,439.91 PERMIT FEE R000.322.100.00.00 0.00 $5,718.43 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,716.98 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $285.92 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14365 1 R000.322.900.04.00 0.00 $285.92 $9,725.83 Date Paid: Monday, April 30, 2018 Paid By: HORIZON RETAIL CONSTRUCTION IN Pay Method: CHECK 434081 Printed: Monday, April 30, 2018 8:27 AM 1 of 1 7. SYSTEMS 415 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION DtZ-0121 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: tT er FGa 6 De o., e of Inspection: ca; f„QA-c— Date Called: Address: 1765/ Sal__ ... _ . Special Instructions: / Date Wanted: c 9-106— W i o' a.m. p.m. Requester: M1 Phone No: 1'970- —7821? NApproved per applicable codes. Corrections required prior to approval. COMMENTS: A1_ Inspector: &Q (_o Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. WEATHERBOND LIMITED LIFETIME MEMBRANE MATERIAL WARRANTY Subject to the following terms and conditions, WeatherBond" warrants to the Buyer that the WeatherBond membrane materiaand deteriorate to (MEMBRANE) of6failuresin becausekness or of weathering rfor as long as the d in Buyer[ial shall owntornoc occupy will not the prematurely uiildin rupon which the Membrane was applied, or for a term of fifteen (15) years for membrane less than 60 -mils -thick, if in both cases, the Membrane has been properly installed, maintained, and used for the purpose for which WeatherBond intended. For all non-residential applications the term of the warranty will be fifteen (15) years for membrane less than 60 -mils -thick and twenty (20) years for membrane 60 -mil -thick and thirty (30) years for membrane thicker than 60 mils. If upon inspection by WeatherBond, the Membrane shows premature deterioration because of weathering within the designated warranty period stated herein. WeatherBond's liability and Buyer's remedies are limited at WeatherBond's op -ion to the providing of repair material for the original Membrane or the granting of credit to be applied towards the purchase of a new Membrane. The value of these remedies shall not exceed the original Membrane purchase price. To validate this warranty, the registration information must be completed by the Buyer and mailed to WeatherBond within thirty (301 days after the date of sale. Buyer shall give WeatherBond notice of a claim under this warranty within thirty (30) days of discovering any premature deterioration of the membrane. Any claim under this warranty trust be made in writing and must include a sample of the membrane for evaluation and response at the Buyer's expense. This warranty refers to the deck membrane material only. Flashings, adhesives and any other accessories contained in a membrane system are not covered by this or any other warranty, express or implied. WeatherBond shall not be responsible for the cleanliness or discoloration of the membrane material caused by environmental conditions including, but not limited to, dirt. pollutants or biological agents. \UeatherBond shall have no liability under any theory of law for any claims, repairs, restoration, or other damages including, but not limited to. consequential or incidental damages. relating directly or indirectly, to the presence of any irritants, contaminants, vapors, fumes, molds, fungi, bacteria, spores, invcotoxins, or the Iike in the building or in the air, land or water serving the building. This warranty sill not cover any premature deterioration or failure of the membrane where it conies in contact with adhesives, sealants, tapes or other accessories manufactured or marketed by companies other than WeatherBoncl. This warranty shall not be applicable if the roofing system is damaged by any natural disasters, including but not limited to, lightning, fire, insect infestation, earthquake, tornado hail. hurricanes, and wind; intentional or negligent acts, accidents, misuse. abuse, vandalism, civil disobedience, or the like; deterioration or failure of building components, including, but not limited to, the roof substrate; walls, mortar, metal work and penetrations: acids, oils, harmful chemicals and the like; foot traffic. NO REPRESENTATIVE OF WEATHERBOND HAS AUTHORITY TO MAKE ANY REPRESENTATIONS OR PROMISES EXCEPT AS STATED HEREIN. WEATHERBOND DOES NOT WARRANT PRODUCTS UTILIZED IN AN INSTALLATION, WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS Li `sI tLI`1'Y. UNDER ANY THEORY OF LAW ARISING OUT (-II' THE INSTALLATION AND PERFORMANCE OF, OP DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY WEATHERBOND. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, WHICH EXTEND BEYOND THE WARRANTIES CONTAINED IN THIS DOCUMENT. WEATHERBOND SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGE, INCLUDING BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGES TO A STRUCTURE OR ITS CONTENTS UNDER ANY THEORY OF LAW. THIS WARRANTY IS NOT TRANSFERRABLE OR ASSIGNABLE. WEATHERBOND P.O. Box 251 • Plainfield, PA 17081 • 1-866-471-5125 WEATHERBOND EPDM, TPO AND PVC MEMBRANE MATERIAL WARRANTY Retain the top portion of this form for your rccunis. Complete the bottom portion, detach and send along s.ith a copy of the bill of sale or invoice w: WeathcrBnnd, P.O. Bus 231, Plainfield, PA 170551 Attn: Warrant) Scrciccs Dept. DATE OF SALE: 6"Z -0/c' Building Oa.nee'\ N•unc• 56970 Property address: I '-,)4(.1/ S rt,j`/t['/+ • , f vii--- ,^ 7 1 r 'li . r ., City- I ..4. w ' State: 1,-'/i Zip: Phone: Date Purchased / Date Installed' —2. — 1 -1 d / _5-- 11 - /4, Purchased From Sl?'oii/Erj, t 2a - * / Co Il - Address: 6 7,5.2 247"A SF( rr- E 2.00 111 City: ff Thickness of Membrane: 0 .045 0 .050 ® .060 ❑ .075 0 .080 0.090 0 Other Type of Membrane: 0 EPDM 1 TPO 0 PVC �} _ ,( Type of Building: ❑ Residential ®Commercial (Specify Type) l? efh;"/ �"• +*.+re ❑ Other (If Residential) 0 Porch 0 Garage ❑ Shed/Storage 0 Building ❑ Sunroom ❑ Carport 0 Main Roof ['Other Surface WeatherBond Rubber Roofing was applied to: of House ❑ Smooth Built-up 0 Metal El insulation 0 Ela.stomeric coating 0 Rolled Roofing 0 Plywood ❑ Concrete ❑ Other State: in,V1 Zip: 9eP929 56970 603115 Rev 06/15 %e &LAOD-e t-11-©Zi7 SHORT FORM SPEC -_ MECHANICALLY ATTACHED ROOFING SYSTE • December 2006 sr= This GUIDE -SPEC is a brief outline of WeatherBond's WeatherBond Pro Mechanically Attached Roofing System requirements and is intended for use as a submittal with a bid package. Specifiers and the WeatherBond Roofing Contractor must comply with the "Design Criteria" and "Application" sections of WeatherBond 's Specifications prior to design or bid. PARTI GENERAL 1.01 DESCRIPTION The WeatherBond Pro Mechanically Attached Roofing System incorporates 12', 10' or 8' wide, white, 45, 60, 72 or 80 -mil thick scrim -reinforced WeatherBond Pro Thermoplastic Polyolefin (TPO) membrane. Insulation is mechanically attached to an acceptable roof deck. WeatherBond Pro perimeter sheets (6', 5' or 4' wide respectively) are installed along the building edges and field membrane sheets are mechanically attached to the roof deck with the appropriate WeatherBond Fasteners and Fastening Plates. Adjoining sheets of WeatherBond Pro membrane are overlapped and joined together with aminimum 1-1/2" wide hot air weld. Refer to the "Design Criteria" section for the required number of perimeter membrane sheets and the required fastener spacing. 1.02 QUALITY ASSURANCE A. This roofing system must be installed by a WeatherBond Roofing Contractor in compliance with shop drawings as approved by WeatherBond. There must be no deviations made without the PRIOR WRITTEN APPROVAL of WeatherBond. B. Upon completion of the installation, an inspection may be conducted by a Field Service Representative of WeatherBond to ascertain that the membrane roofing system has been installed according to WeatherBond 's published specifications and details applicable at the time of bid. C. This roofing system meets Underwriters Laboratories (UL) and Factory Mutual (FM) requirements. 1.03 SUBMITTALS 1.04 PRODUCT DELIVERY, STORA GE AN D HANDLING A. B. C. D. E. F. A. Along with the project submittals (shop drawing and Application for Job Approval), when fastener pullout values do not meet the requirements listed in the WeatherBond specification, test results with the R appropriate WeatherBond fastener must be submitted by CITY the roofing contractor for review. B. For all projects (prior to project inspection by WeatherBond) afinal shop drawing must be approved by WeatherBond. Deliver materials to the job site in the original, unopened containers labeled with the manufacturer's name, brand name and installation instructions. Store WeatherBond Pro membrane in the original undisturbed plastic wrap. Job site storage temperatures in excess of 90° F may affect shelf life of curable materials (i.e., adhesives and sealants). When liquid adhesives and sealants are exposed to lower temperatures, restore to a minimum of 60° Fahrenheit before use. Do not store adhesive containers with opened lids due to the loss of solvent, which will occur from flash off. Insulation and underlayment must be stored so it is kept dry and is protected from the elements. Store insulation on a skid and completely cover with a breathable material such as tarp or canvas. If the insulation is lightweight, it should be weighted to prevent possible wind damage. 1.05 JOB CONDITIONS A. This system must not be applied on projects where the slope exceeds 18" in one horizontal foot. When the roof slope exceeds 5" per horizontal foot, use of an automatic welding machine may be more difficult. A hand held welder should be specifie B. C. D, Existing roofing materia specifier and all wet mate Existing phenolic ins urethane roofs must be re system. The use ofavapor retard moisture accumulation should be investigate publications by ASHR Refrigerating and Air- NRCA (National Roofing Contractors Associa specific information. ISCygn9tion between Y�DFR AA rOOMPLIANCE Iation aan )PAP Place oved prior to installation ofthis MAY 15 2018 protect insulation and reduce within aninsulated assembly the bythh�i c( r'�a trades is essential to avoid F>UdisW-grx 3icoversectionsoftheroofandtoprevent damage to the membrane roofing system. APR 2 6 2018 PERMIT CENTER VWMA Short Form Spec — 7/2006 VI OM 1.06 WARRANTY minimum pullout of 500 pounds per fastener. A. A 15 or 20 Year Membrane Material Warranty is available at no charge. PART II PRODUCTS 2.01 GENERAL The components of this roofing system are to be products of WeatherBond or accepted by WeatherBond as compatible. The installation, performance or integrity of products by others, when selected by the specifier and accepted by WeatherBond, is not the responsibility of WeatherBond and is expressly disclaimed by the WeatherBond Warranty. 2.02 MEMBRANE WeatherBond Pro white, 45, 60, 72, 80 -mil thick reinforced Thermoplastic Polyolefin (TPO) membrane is used for this system. Field membrane sheets are 12', 10' or 8' wide by 100' long based on project conditions. Perimeter sheets are 6' wide (used with 12' field sheets), 5' wide (used with 10' field sheets) or 4' wide (used with 8' field sheets). For physical properties of membrane, refer to page 4. 2.03 RELATED MATERIALS WeatherBond Pro Non -Reinforced or Reinforced Flashing, Bonding Adhesive, Cut Edge Sealant, WaterCut-OffMastic, PT 304 Sealant, Seam Adhesive, Weathered Membrane Cleaner, Molded Pocket Sealant, Heat Weldable Walkway Pads, Pre - Molded Inside/Outside Corners, Pipe Flashings, Curb Wraps and Sealant Pockets. PART III EXECUTION 3.01 GENERAL A. When feasible, begin the application at the highest point of the highest roof level and work to the lowest point to prevent moisture infiltration and to minimize construction traffic on completed sections. This will include completion of all flashings, terminations and daily seals. B. Follow criteria outlined in the "Design Criteria" section to prepare the roof deck or the existing substrate prior to the application of the new roofing system. 3.02 ROOF DECK CRITERIA A. Proper substrate shall be provided by the building owner. The structure shall be sufficient to withstand normal construction loads and live loads. B. Defects in the roof deck must be reported and documented to the specifier, general contractor and building owner for assessment. The WeatherBond Contractor shall not proceed with installation unless defects are corrected. C. Acceptable decks and the applicable WeatherBond Fasteners: 1. Steel, 22 gauge or heavier - WeatherBond HPWX Fasteners/HPWX Plates Plates are required with a 2. Lightweight Insulating Concrete over steel - WeatherBond HPWX Fasteners/HPWX Plates are required with a minimum pullout of 360 pounds per fastener (into steel deck below the lightweight concrete). 3. Structural Concrete, rated 3,000 psi or greater — Acceptable Fasteners (with HPWX Plates) are required with a minimum pullout of 800 pounds per fastener. 4. Wood Plank or minimum 15/32" thick Plywood - WeatherBond HPWX Fasteners/HPWX Plates are required; minimum pullout of 360 lbs. per fastener. 5. On oriented strand board (OSB) decks, HPWX Fasteners and HPWX Plates may be used providing a pullout of 360 pounds can be obtained. 3.03 SUBSTRATE PREPARATION A. On retrofit -recover projects, cut and remove wet insulation, as identified by specifier, and fi I l all voids with new insulation so it is relatively flush with existing surface. B. For all projects, substrate must be even without noticeable high spots or depressions, and must be free of accumulated water, ice or snow. C. Clear the substrate of debris and foreign material. Fresh bitumen based roof cement must be removed or concealed. 3.04 INSTALLATION Refer to the applicable Material Safety Data Sheets and Technical Data Bulletins for applicable cautions and warnings. A. Insulation Attachment 1. WeatherBond Insulation shall be mechanically attached to the roof deck as follows: a. For Recovery Board or minimum 1-1/2" thick Polyisocyanurate, a minimum of 5 fasteners and plates per 4' x 8' board are required. b. For Polyisocyanurate less than 1-1/2" thick or Foamular or DOW Extruded Polystyrene, any thickness, a minimum of6 fasteners and plates per 4' x 8' board are required. Note: Extruded polystyrene insulation is for use directly under white WeatherBond Pro membrane only. c. Insulation boards 4' x 4', regardless of thickness, must be attached at the minimum rate of 1 fastener and plate every 4 square feet. 2. WeatherBond HPWX Plates, Seam Fastening Plates (2" diameter) or Insulation Fastening Plates (3" diameter) must be used with appropriate Fastener for insulation attachment. B. Membrane Placement, Attachment and Hot Air Welding VWMA Short Form Spec — 7/2006 1. A minimum of one perimeter sheet shall be installed at edges of each roof level and 12', 10' or 8' wide membrane shall be installed in the field of the roof. 3. Membrane sheets shall bemechanically attached with the appropriate WeatherBond Fastener/Fastening Plate spaced 6" to 12" on center, depending on project criteria, within the membrane splice. Refer to the "Design Criteria" section for required number of perimeter membrane sheets and fastener spacing. 4. Overlap adjacent membrane sheets approximately 5- 1/2" at those locations where Fastening Plates are located (along length of the membrane) and aminimum of2" at end roll sections (width of the membrane). 5. Hot air weld the membrane sheets a minimum ofl-1/2" with an Automatic Hot Air Welding Machine. 6. Membrane that has been exposed to the elements for approximately 7 days must be prepared with Weathered Membrane Cleaner. Wipe the surface where Weathered Membrane Cleaner has been applied with a clean, dry Seam Wipe or other white rag to remove cleaner residue prior to hot air welding. C. Additional Membrane Securement The membrane must be secured at the perimeter of each roof level, roof section, expansion joint, curb, skylight, interior wall, penthouse, etc., at any angle change which exceeds 2" in one horizontal foot and at all other penetrations in accordance with WeatherBond 's Details published with WeatherBond 's Specifications. D. Membrane Flashing 1. Flash all walls and curbs with WeatherBond Pro reinforced membrane. Non -Reinforced membrane shall be limited to inside and outside corners, field fabricated pipe seals, scuppers and Sealant Pockets where the use of pre -molded accessories are not Attach copies of the applicable WeatherBond Details that pertain to the individual project to complete a bid package submittal. practical. Terminate the flashing in accordance with an appropriate WeatherBond VWPC-9 Termination Detail. 2. On vertical surfaces, such as walls, curbs and pipes, Bonding Adhesive is not required when theflashing height is 12" or less and the membrane is terminated under a metal counterflashing (nailed). When a coping or termination bar is used for vertical terminations, Bonding Adhesive may be eliminated for flashing heights 1 8" or less. E. Other Related Work 1. Walkways are required for all traffic concentration points (i.e., roof hatches, access doors, rooftop ladders, etc.), regardless of traffic frequency. Walkways are also required if regular maintenance (once a month ormore) is necessary to service rooftop equipment. Walkways are considered a maintenance item and are excluded from the WeatherBond Warranty. 2. WeatherBond Pro Heat Weldable Walkway Rolls are required when walkway pads are specified and are heat welded to the WeatherBond Pro Membrane. When concrete pavers are used, they shall be loose laid and installed in conjunction with a slip -sheet of reinforced membrane or two layers of MP Safeguard Mat. Concrete pavers are not recommended when the roof slope is greater than 2" per 1 horizontal foot. Rubber Pavers, 24" X 24" X 2", weighing approximately 6 pounds per square foot may be loose laid directly over the membrane. Installation instruction sheets are available from WeatherBond. 2. Copings, counterflashing and other metal work, not supplied by WeatherBond, shall be attached to prevent metal from pulling free or buckling and sealed to prevent moisture from entering the roofing system or building. VWMA Short Form Spec - 7/2006 Membrane Physical Properties Property (Metric -SI Units) Test Method Property of Unaged Sheet 45 or 60 -mil Property After Aging (1) 28 days @ 240° F 45 or 60 -mil Tolerance on Nominal Thickness, % ASTM D 751 ±10 ±10 Thickness Over Scrim, min, in. (mm) ASTM D 6878 Optical Method 45 -mi 0.015 (0.381) ±10 60 -mil 0.020 (0.508) ±10 Breaking Strength, min, Ibf (kN) ASTM D 751 Grab Method 45 -mil 225 (1.0) Min. 320 (1.4) Typical 60 -mil 250 (1.1) Min. 360 (1.6) Typical 45 -mil 225 (1.0) Min. 320 (1.4) Typical 60 -mil 250 (1.1) Min. 360 (1.6) Typical Elongation at Break of Fabric, min, % ASTM D 751 25 Typical 25 Typical Tearing Strength, min, Ibf (N) 8" by 8" specimen ASTM D 751 B Tongue Tear 55 (245) Min. 130 (578) Typical 55 (245) Min. 130 (578) Typical Brittleness Point, max, °F (°C) ASTM D 2137 40 (-40) Min. -50 (-46) Typical Linear Dimensional Change (shrinkage), % ASTM D 1204 +1- .05 max -0.2 Typical Ozone Resistance, 100 pphm, 168 hours ASTM D 1149 No Cracks No Cracks Resistance to Water Absorption After 7 days immersion @ 158°F (70°C) Change in mass, max, % ASTM D 471 (Top Surface Only) 4.0 max 2.0 Typical , Resistance to microbial surface growth, rating (1 is very poor, 10 is no growth) ASTM D 3274 2 yr. S. Florida 9 —10 Typical Field seam strength, Ibf/in. (kN/m) Seam tested in peel ASTM D1876 25 (4.4) Min. 60 (10.5) Typical Water vapor permeance, Perms ASTM E 96 0.10 Max. 0.05 T pica) Puncture resistance, Ibf (N) FTM 101C Method 2031 45 -mil 250 (1.1) Min, 325 (1.4) Typical 60 -mil 300(1.3) Min. 350 (1.6) Typical Resistance to xenon -arc Weathering (2) Xenon -Arc, 10,080 kJ/m total radiant exposure, Visual condition at 10X ASTM G 155 0.70 W/m 80°C B.P.T. No Cracks No loss of breaking or tearing strength (1) Aging conditions are 28 days at 240° F (116° C) equivalent to 400 days change, ozone and puncture resistance. (2) Approximately equivalent to 8000 hours exposure at 0.35W/m . at 176° F (80° C) for breaking strength, elongation, tearing strength, linear dimensional Note: For Physical Properties of the 72 and 80 -mil WeatherBond Pro membrane, refer to the WeatherBond Pro Design Criteria Specification, Attachment I. Copyright 2006 WeatherBond WeatherBond Pro is a Registered Trademarks of WeatherBond Foamular is a Trademark of Owens Corning. Olybond 500 is a Trademark of OMG, Inc. WeatherBond P. 0. Box 251 Plainfield, PA 17081 Phone: 866-471-5152 http://www.weatherbondroofmg .com VWMA Short Form Spec — 7/2006 3/4" (19mm) TO 8" (203mm) STAINLESS STEEL CLAMPING RING INCLUDED WATER CUT-OFF MASTIC THERMOPLASTIC PRE -MOLDED PIPE FLASHING TPO/PVC HOT AIR -WELD, 1-1/2" (38mm) MIN. BEYOND FASTENING PLATES WEATHERBOND FASTENER & SEAM 4 FASTENING PLATE, MAX. 12" (305mm) O.C. NOTES: 1. REMOVE ALL EXISTING LEAD AND FLASHING MATERIAL BEFORE INSTALLING PRE -MOLDED PIPE FLASHING. 2. TEMPERATURE OF THE PIPE PENETRATION MUST NOT EXCEED 1407 (60'C) WHEN USING PVC AND 160'F (71'C) WHEN USING TPO FLASHING. 3. PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER. 4. INSTALL A MINIMUM OF 4 FASTENERS AND PLATES AROUND THE PIPE, EQUALLY SPACED. IF FASTENERS AND PLATES CANNOT BE INSTALLED AS SHOWN, THEY MAY ALSO BE POSITIONED OUTSIDE THE PIPE MAXIMUM 12" (305mm) O.C. AND FLASHED WITH WEATHERBOND THERMOPLASTIC REINFORCED MEMBRANE/CUT-EDGE SEALANT. REFER TO DETAIL WBPC-8.2. 5. FASTENERS AND PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PIPE DIAMETER EXCEEDS 18" (457mm). 6. ON MECHANICALLY ATTACHED SYSTEMS, HPWX FASTENERS AND PLATES ARE REQUIRED OVER STEEL AND WOOD DECKS. ON CONCRETE DECKS, APPROVED CONCRETE FASTENERS ARE USED WITH HPWX PLATES. WEATHER€3O D ROOFtN!G_ SYSTEMS Q 2018 WeatherBond PRE -MOLDED FLASHING WEATHERBOND -THERMOPLASTIC REINFORCED MEMBRANE --a APPROVED SUBSTRATE SEE NOTE THERMOPLASTIC ROOFING SYSTEM jWBPC- 8.1 STAINLESS STEEL CLAMPING RING INCLUDED CUT -EDGE SEALANT T5.1 NOTES: TPO/PVC WATER CUT-OFF MASTIC WEATHERBOND SPLIT PIPE -SEAL HOT AIR -WELD, 1-1/2" (38mm) MIN. BEYOND FASTENING PLATES 1. REMOVE ALL EXISTING LEAD AND FLASHING MATERIAL BEFORE INSTALLING SPLIT PIPE FLASHING. 2. TEMPERATURE OF THE PIPE PENETRATION MUST NOT EXCEED 1407 (60'C) WHEN USING PVC AND 160'F (71'C) WHEN USING TPO. 3. INSTALL A MINIMUM OF 4 FASTENERS AND PLATES AROUND THE PIPE, EQUALLY SPACED. IF FASTENERS AND PLATES CANNOT BE INSTALLED AS SHOWN, THEY MAY ALSO BE POSITIONED OUTSIDE THE PIPE MAXIMUM 12" (305mm) 0.C. AND FLASHED WITH WEATHERBOND THERMOPLASTIC REINFORCED MEMBRANE/CUT-EDGE SEALANT. REFER TO DETAIL TPC -8.2. 4. FASTENERS AND PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PIPE DIAMETER EXCEEDS 18" (457mm). SEE TABLE ON RIGHT FOR MECHANICALLY FASTEND SYSTEM. 5. APPROXIMATELY 1/8" (3MM) DIAMETER BEAD OF CUT -EDGE SEALANT IS REQUIRED ON CUT EDGES OF WEATHERBOND REINFORCED TPO MEMBRANE AND RECOMMENDED ON CUT EDGES OF WEATHERBOND PVC MEMBRANE. 6. REGARDLESS OF THE FIELD MEMBRANE THICKNESS, WEATHERBOND "T -JOINT" COVERS ARE REQUIRED OVER THE SPLICE INTERSECTIONS OF THE SPLIT PIPE SEAL. IF PRE -FABRICATED SPLIT PIPE SEAL IS A "CFA" LABELED PART, NO "T -JOINT" COVERS ARE REQUIRED. WEATHERBOND ROOFING SYSTEMS ® 2018 WeatherBond TABLE FASTENER TYPES ON 1 MECHANICALLY FASTENED ROOF ASSEMBLY Hi 11 Ell mill 1111111 11111111111111111111111111_ 111111111111111111111111111 nummil_111=111 , Ill ,11 WEATHERBOND FASTENER & L___SEAM FASTENING PLATE, MAX. 12" (305mm) 0.C. SEE TABLE BELOW. C C 1. REMOVE ALL EXISTING LEAD AND FLASHING MATERIAL BEFORE INSTALLING SPLIT PIPE FLASHING. 2. TEMPERATURE OF THE PIPE PENETRATION MUST NOT EXCEED 1407 (60'C) WHEN USING PVC AND 160'F (71'C) WHEN USING TPO. 3. INSTALL A MINIMUM OF 4 FASTENERS AND PLATES AROUND THE PIPE, EQUALLY SPACED. IF FASTENERS AND PLATES CANNOT BE INSTALLED AS SHOWN, THEY MAY ALSO BE POSITIONED OUTSIDE THE PIPE MAXIMUM 12" (305mm) 0.C. AND FLASHED WITH WEATHERBOND THERMOPLASTIC REINFORCED MEMBRANE/CUT-EDGE SEALANT. REFER TO DETAIL TPC -8.2. 4. FASTENERS AND PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PIPE DIAMETER EXCEEDS 18" (457mm). SEE TABLE ON RIGHT FOR MECHANICALLY FASTEND SYSTEM. 5. APPROXIMATELY 1/8" (3MM) DIAMETER BEAD OF CUT -EDGE SEALANT IS REQUIRED ON CUT EDGES OF WEATHERBOND REINFORCED TPO MEMBRANE AND RECOMMENDED ON CUT EDGES OF WEATHERBOND PVC MEMBRANE. 6. REGARDLESS OF THE FIELD MEMBRANE THICKNESS, WEATHERBOND "T -JOINT" COVERS ARE REQUIRED OVER THE SPLICE INTERSECTIONS OF THE SPLIT PIPE SEAL. IF PRE -FABRICATED SPLIT PIPE SEAL IS A "CFA" LABELED PART, NO "T -JOINT" COVERS ARE REQUIRED. WEATHERBOND ROOFING SYSTEMS ® 2018 WeatherBond TABLE FASTENER TYPES ON 1 MECHANICALLY FASTENED ROOF ASSEMBLY DECK TYPE FASTENERS PLATES STEEL, WOOD HPWX HPWX CONCRETE ` APPROVED CONCRETE FASTENER HOT AIR -WELD ENTIRE WIDTH OF PIPE -SEAL OVERLAP PRE -FABRICATED SPLIT PIPE SEAL _,WEATHERBOND THERMOPLASTIC 14:771 —*APPROVED MEMBRANE —*APPROVED SUBSTRATE 0 —• SEE NOTE THERMOPLASTIC ROOFING SYSTEM W3PC-8.5 i CLAMPING RING BY OTHERS TPO/PVC 3..12 RAZ \O\N ORA NSUP MAX. M P"OWEM225%1 WATER CUT-OFF MASTIC GREATER THAN DIMENSION "X" MIN. 1/2" (13mm DIMENSION "X" • WEA.T MERBOND ROOFING_SYSTEMS Q 2018 WeatherBond NOTES: 1. ROOF DRAIN SIZE AND NUMBER OF DRAINS SHALL BE IN ACCORDANCE WITH THE LOCAL CODES. 2. THE HOLE IN THE MEMBRANE SHALL EXCEED THE DIAMETER OF THE DRAIN PIPE, BUT SHALL BE NO LESS THAN 1/2" (13mm) FROM THE ATTACHMENT POINTS OF THE DRAIN CLAMPING RING. 3. ALL BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT COMPRESSION ON WATER CUT-OFF MASTIC. 4. REMOVE EXISTING LEAD, FLASHING MATERIAL & ENSURE THE DRAIN RING IS COMPLETELY CLEAN DOWN TO BARE METAL. WEATHERBOND ROOF DRAIN (DRAIN SUMP THERMOPLASTIC REINFORCED MEMBRANE UP TO 3 INCHES TO 1 I -• APPROVED SUBSTRATE HORIZONTAL FOOT) -.SEE NOTE THERMOPLASTIC ROOFING SYSTEM WBPC-6.1 NOTES: 1. WHEN USING TPO MEMBRANE, BONDING ADHESIVE IS NOT REQUIRED WHEN THE FLASHING HEIGHT IS 12" (305mm) OR LESS AND THE MEMBRANE IS FASTENED "AS SHOWN" ON TOP OF THE CURB. WHEN WEATHERBOND TERMINATION BAR IS USED BENEATH THE COUNTER—FLASHING, BONDING ADHESIVE CAN BE ELIMINATED WHEN THE MEMBRANE HEIGHT IS 18" (457mm) OR LESS. 2. WHEN MECHANICAL FASTENERS ARE USED TO PENETRATE THE METAL COUNTER—FLASHING, USE EPDM WASHERS, APPLY WATER CUT—OFF MASTIC UNDER THE COUNTER—FLASHING OR CAULK THE FASTENER HEADS. 3. APPROXIMATELY 1/8" (3MM) DIAMETER BEAD OF CUT—EDGE SEALANT IS REQUIRED ON CUT EDGES OF WEATHERBOND REINFORCED TPO MEMBRANE AND RECOMMENDED ON CUT EDGES OF WEATHERBOND PVC MEMBRANE. 4. REFER TO WEATHERBOND SPECIFICATIONS FOR ACCEPTABLE WEATHERBOND FASTENERS AND PLATES. 5. MECHANICAL SECUREMENT MAY BE INSTALLED INTO THE VERTICAL SUBSTRATE. 6. WHEN USING 60 OR 80 MIL THICK CURB FLASHING, THE INTERSECTIONS BETWEEN SPLICES MUST OVERLAID WITH A WEATHERBOND "T—JOINT" COVER. !ATHERBO D ROOFING. SYSTEMS QQ 2018 WeatherBond TPO/PVC MAXIMUM 12"(305mm) 0.C. FASTENER SPACING n METAL CAP OR COUNTER—FLASHING (BY OTHERS) WEATHERBOND BONDING ADHESIVE ❑1 MIN =III MR WM Mill WEATHERBOND THERMOPLASTIC REINFORCED MEMBRANE HOT AIR WELD, Li_1-1/2,, (38mm) MIN. CUT EDGE SEALANT C WEATHERBOND FASTENER & SEAM FASTENING PLATE, MAX. 12" (305mm) 0.0. C ❑5 T—JOINT COVER USE ONE CONTINUOUS SHEET OF REINFORCED MEMBRANE TO WRAP AROUND CURB. INSTALL OUTSIDE CORNERS PER DETAIL WBPC-15.4 OR WBPC-15.5 CURB FLASHING WEATHERBOND THERMOPLASTIC Y REINFORCED MEMBRANE "..,. —• APPROVED SUBSTRATE C -. SEE NOTE [THERMOPLASTIC ROOFING SYSTEM WBPC- 5.1 ATTACHMENT DETAILS NEW CONSTRUCTION OR RE—ROOF/TEAR OFF PROJECTS WITH WEATHERBOND APPROVED INSULATION 8' 4' 4' 4' NOTE: 4' 0 0 ---12" 12" 12" O — .— — FOR CRITERIA ON INSULATION FASTENERS AND PLATES, REFER TO WEATHERBOND SPECIFICATIONS. FEET TO MILLIMETERS 4' 8' 1219 2438 12" 36" 36" 12" 12" i 24" 12" 1 INSULATION / COVER BOARD RE—ROOF/NO TEAR OFF PROJECTS WITH POLYISOCYANURATE LESS THAN 1-1/2" (38mm) THICK 8' 4' 4' T 4' O CO —12" 24" 12" 0 O O 12" 24" 24" 24" 12" 12" i 24" 12" Q —+ FASTENER & PLATE — — — — —+ CENTER LINE —+ GUIDE LINE INSULATION / COVER BOARD ATTACHMENT MECHANICALLY ATTACHED SYSTEM MA -27.1 INCHES TO MILLIMETERS inch 1/8" 1/4"15/32"1/2" 5/8" 3/4" 1" 1.5" 2" 2.5" 3" 4" 6" 8" 9" 11" 12" 18" 24" 36" mm 3 6 12 13 16 19 25 38 51 63 76 102 152 203 229 279 305 457 610 914 INSULATION / COVER BOARD ATTACHMENT MECHANICALLY ATTACHED SYSTEM MA -27.1 ATTACHMENT DETAILS 8' 4' 4' 6" 6" 0 4-- FEET TO MILLIMETERS 4' 8' 1219 2438 4' 1 18" 24" al 12" 12" 12" 12" 12" 12" INSULATION / COVER BOARD NOTES: 1. INSTALL R—TECH RECOVER BOARD WITH CONTINUOUS SIDE JOINTS AND END JOINTS STAGGERED SO THEY ARE OFFSET BY A MINIMUM OF 12" (305mm) FROM THE END JOINTS IN ADJACENT ROWS. 2. INSULATION SHOULD ABUT TIGHTLY AGAINST ADJACENT BOARDS. 3. IF R—TECH FANFOLD RECOVER BOARD IS BEING INSTALLED OVER AN EXISTING LAYER OF INSULATION, ALL JOINTS MUST BE OFFSET A MINIMUM OF 6" (152mm) BETWEEN LAYERS. 4. FASTENERS SHOULD NEVER BE CLOSER THAN 6" (152mm) FROM THE EDGES OF THE BOARD. 5. CARE MUST BE TAKEN TO AVOID OVERDRIVING OR UNDER—DRIVING THE FASTENER AND PLATE ASSEMBLY. 6. METALLIC FACER PERMITS THE USE OF R—TECH RECOVER BOARD UNDER EPDM MECHANICALLY ATTACHED ASSEMBLIES IN NORTHERN CLIMATES (CONTACT WEATHERBOND FOR ACCEPTANCE). —+ FASTENER & PLATE — —4, CENTER LINE —+ GUIDE LINE Rooting Systems R -TECH FANFOLD ROOF UNDERLAYMENT MECHANICALLY \ ATTACHED SYSTEM MA -27.3 INCHES TO MILLIMETERS inch 1/8" 1/4"15/32' 1/2" 5/8" 3/4" 1" 1.5" 2" 2.5" 3" 4" 6" 8" 9" 11" 12" 18" 24" 36" aim 3 6 12 13 16 19 25 38 51 63 76 102 152 203 229 279 305 457 610 914 Rooting Systems R -TECH FANFOLD ROOF UNDERLAYMENT MECHANICALLY \ ATTACHED SYSTEM MA -27.3 HOT AIR WELD, 1-1/2" (38mm) MIN. CUT—EDGE SEALANT 0 NOTES: 1. WHEN USING 60 OR 80—MIL MEMBRANE, APPLY A 4-1/2" (114mm) DIAMETER "T—JOINT" COVER AT ALL FIELD SPLICE INTERSECTIONS. 2. APPROXIMATELY 1/8" (3mm) DIAMETER BEAD OF CUT—EDGE SEALANT IS REQUIRED ON CUT EDGES OF WEATHERBOND REINFORCED TPO MEMBRANE AND RECOMMENDED ON CUT EDGES OF WEATHERBOND PVC MEMBRANE. WEATHERSOND ROOFLN_i SYSTEMS © 2018 WeatherBond TPO/PVC r 1 DIMENSIONS mm O 2-1/4" 57 MIN. • WEATHERBOND T—JOINT COVER MEMBRANE SPLICE WEATHERBOND THERMOPLASTIC REINFORCED MEMBRAN APPROVED SUBSTRATE C -. SEE NOTE • THERMOPLASTIC ROOFING SYSTE M W3PC-2.0 CLAMP BRACKET DETAILS ROOF HATCH APPLICATION FLOOR DOOR APPLICATION SAFETY POST EXTENDED SAFETY POST RETRACTED 1-1/4" - 1" DIAMETER 3/4" - 1" DIAMETER RUNGS (NIC) RUNGS (NIC) MOUNTING BRACKET WITH FLANGES AWAY FROM LADDER MOUNTING BRACKET WITH FLANGES TOWARDS LADDER 7" MINIMUM CLEARANCE IN BACK OF LADDER PER OHSA NOTES: 1. CLAMP BRACKETS MAY BE REVERSED TO ACCOMMODATE RUNG SIZES OF 3/4" TO 1-1/4" WITH STANDARD 2" BOLTS FURNISHED. LARGER RUNGS WILL REQUIRE LONGER BOLTS. 2. REINFORCE HOLLOW RUNG LADDERS WITH A SOLID ROUND BAR INTO THE TOP TWO RUNGS TO PROVIDE STRENGTH BEFORE MOUNTING SAFETY POST 3. MOUNT THE SAFETY POST TO THE REAR OF THE LADDER, WITH THE CLAMP BRACKETS ON THE CLIMBING SIDE 4. RAISE SAFETY POST TO FULLY EXTENDED POSITION THE EXTERNAL LOCK BRACKET ENGAGES TO LOCK THE SAFETY POST IN PLACE. TO LOWER THE POST, LIFT UP THE RELEASE ROD AND RETRACT THE POST. HATCH AND LADDER NOT INCLUDED - SHOWN FOR SAFETY POST INSTALLATION PURPOSES ONLY. PROPRIETARY AND CONFIDENIIAI: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF NYSTROM. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF NYSTROM IS PROHIBITED. ' ' nystrom TITLE 9300 73rd Avenoe North Minneapolis, MN 55428 Safety Post, Ladder Access NAME DATE DRAWN RELEASED DKL KO 05/10/11 05/10/11 SIZE A DWG. NO. 2 SP_CAD REV D SHEET 2 OF 2 61 1/2" 1 13/16" SPECIFICATIONS (1) LIFTING HANDLE (2)) RELEASE ROD (3) EXTENSION LOCK BRACKET (4) BALANCING SPRING (5) SQUARE TUBING (1 1/2" x 1 1/2") (6) ADJUSTABLE MOUNTING CHANNEL FITS LADDER RUNG SPACING 10"-12' (� CLAMP BRACKET (8) STAINLESS STEEL MOUNTING HARDWARE 4" 12" MAX PER OSHA CERTIFICATIONS: COMPLIES WITH OSHA 1910.27 REQUIREMENT FOR FIXED LADDERS DESIGN LOAD OF 200 POUNDS 0 0 PARTE SPY SPG SPA SPS DESCRIPTION STEEL, YELLOW POWDER COAT PAINT STEEL, HOT DIPPED GALVANIZED ALUMINUM, MILL FINISH 304 STAINLESS STEEL, MILL FINISH PROPRETARY AND CONFIDENTIAL THE INFORMATION CONTAINED N THE DRAWING IS THE SOLE PROPERTY OF NYSTROM. ANY REPRODUCTION IN PART OR ASA WHOLE WRHOUT THE WRITTEN PERMISSION OF NYSTROM IS PROHIBITED. 2 PROJECT: ARCHITECT: CONTRACTOR: QTY: PARTS: p 4 nystrom 9300 73rd Avenue North Minneapolis, MN 5512E SPY TITLE: Safety Post Ladder Access NAME DATE DRAWN RELEASED DKL KO 05/10/11 SIZE A DWG. NO. 'REV SP_CAD 05/10/11 D SHEET 1 OF 2 N > 1 CO O O O O O i O D CO N })/@@§@§R ))- ){}o)j\§2 c C 0 �,§e�zJ® r 91-< yEo -- 2 F- mw -<0 „ ;•�; > :`0280>£= )3\$2 2\a»<0, c — xy;> 2`g§%)33:«222\ );)am>,n,Rr-- - \}504!!\\\)J,§/ §/_<z0 ZdE,0 ~��J 01 544\\)7 ��®\\®G� //\Q ( \)y /:g /\\2 0 4Z \\\ > ! 0 A n « ` /;}- rn rno ; , ,Go/ 0 0) } > \\\ ) > j > \(\ \ co / /7n \ \ )§§ n±, ocZ'2E 0 (\0> o="a)%) o 0z> ) §§\ 8 1> \}}j) ) )Z! 'I5 §\}) 0°5 /)my § 00 Z> 0 > \ \/\ :\// z -<22 ;>5; 7 010 ,>- §''®` \ //J �§\§ > \\\ „ \ ini 7,5 - 1" ( )\ } ,z o 30NIH 3H1 'Z GL INTERIOR PULL DOWN HANDLE, SAFETY YELLOW 03SV313a 0 / -1 \ \ \ scil 9'LZ1. 1H013M Z JO L 13HS 1 >\ w (n rmiomt0 3 \ \ \ \ } 1J311HOt1V 0 / \ f 8 8 H11M S3lONVH Nan' 21012131 03SO10 213A00 SOIOH'HD con§ ( \ H1JN31 „OE 7. ! .0.x 1111 ME:M______ 1) 3 0 •z SECTION A -A 03 (n W z OJ 2 w U (n J 0 0 f W 1- i CO 0 zz K W W m O w W w CL O W I L.T. W 3NOZ 21313,11834 'NIVI «0-$ W LJM 0 > 2 z 0 0 a O W p Z W W z W vwLww C = Q W ZZ ¢- zaa V32IV 01313 .JOO2i ti c- ce Z 0 ZL°„4Z LZt m Z J a Q t - a0 U O uwi N O'Z F 6 z Z_ 0 J Z a Z Z O NF_ iQi 0 W� Z 0 m� wW Mz a U U 0 0 F W 0 F DECK THICKNESS 22 GAUGE (0.8mm) 15/32" (12mm) 0 0 O O 0. AT IN—FILL MINOR PIECES, USE MIN. 2 FASTENERS. O z PERIMETER AREA FEET TO MILOMETERS CO a N M W E E INCHES TO MILLIMETERS O M N 40 n N 0 cD n N 0 a O �-i CO N fl E CC 4.1 W Z Z W DETAIL NO. 6 n 0 I- Z Q f Z W w � Z S H a O In Q h Lt_ Q 1 Z OOO 0 CO< O O CC Z J Q Val 0 For additional information. re APPROVED SUBSTRATE SEE NOTE(S) 1J 0 CO 0 C ._ ot<11, Coo z3 �e ► (n w z 0] w 5 U 1— (n J 0 0 w 1 In \ w i Ca LtJ LJ rn 3NOZ 8313v4I213d 'NIW „0-,9 <� W >4 V) w 0 w z z 0 0<NK a 0gwx p z CC w W W W Z p Z Z o=¢-- tiZ r r- o r O z 04¢ Z a a V32lV 01313 3008 ti O 0 i 1 0 0 V� ~ 0. 0 0W < 0 DECK THICKNESS 22 GAUGE (0,8mm) 15/32" (12mm) W 0O NOTE: AT IN -FILL MINOR PIECES, USE MIN. 2 FASTENERS 0 Q • PERIMETER AREA FIELD AREA L FEET TO MILLIMETERS c0 Oa Cot M E E INCHES TO MILLIMETERS O N LO N 0 40 M 0 °n N N E E tki CCw Zw tfl a Qtat C w9 N0 on <.0 OX A. 61 z -J Q W 0! 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O m • 0 9/5/2018 1 City of Tukwila Department of Community Development PAUL HOCKERSMITH 1500 HORIZON DR STURTEVANT, WI 53177 RE: Permit Application No. D18-0121 FLOOR & DECOR 17651 SOUTHCENTER PKWY Dear PAUL HOCKERSMITH, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 4/26/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 10/26/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0121 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 OPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0121 DATE: 04/29/18 PROJECT NAME: FLOOR & DECOR SITE ADDRESS: 17651 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ,9-S /w c, S? --c MA ,4J4 E-11-(8 Building Division ip Public Works Fire Prevention IN Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 05/01/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved n Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: n 05/29/18 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 HORIZON RETAIL CONST INC r 1 Washington State Department of Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance Page 1 of 3 Search L&I A-7, Index Help My L&1 Workplace Rights Trades & Licensing HORIZON RETAIL CONST INC Owner or tradesperson Principals HENDERSEN, JON E GUSTIN, ROBERT L HENDERSON, JON E JAWORT, DAN, AGENT Doing business as HORIZON RETAIL CONST INC WA UBI No. 601 483 044 1500 HORIZON DRIVE STURTEVANT, WI 53177 262-638-6000 Business type Corporation Governing persons ROBERT L GUSTIN JON E HENDERSEN; PATRICK J CHRISTENSEN; PAT CHRISTENSON; JON E HENDERSEN; ERIC NIEDEFFER; TOM SCHAEFER; DAN SIUDAK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. HORIZRC072N5 Effective — expiration 08/25/1993— 04/15/2019 Bond HANOVER INS CO Bond account no. 1592447 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 04/15/2002 04/10/2002 Expiration date Until Canceled Insurance Zurich American Ins Co $1,000,000.00 Policy no. 5919211 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601483044&LIC=HORIZRC072N5&SAW= 9/14/2018 HORIZON RETAIL CONST INC , Received by L&I Effective date 03/13/2018 03/29/2018 Expiration date 03/29/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits again!;t the bond or savings accounts during the previous 6 year period. L&I Tax debts ............................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded +.y other agencies. License Violations Infraction no. NJONB01457 Issue date 10/02/2017 Violation city STURTEVANT Type of violation CONSTRUCTION INFRACTION Description Subcontracting :o or using an unregistered contractor. Satisfied .................... RCW/WAC 18.27.200(1)(e) RCW Violation amount $1,000.00 Workers' camp Do you know if the '.)usiness has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 861,958-00 Doing business as HORIZON RETAIL CONSTRUCTION Estimated workers reported Quarter 2 of Year ::018 "1 to 3 Workers" L&I account contact T3 / KENT ANDER.30N (360)902-6963 - Email: ANDN235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Striker. .........._................._........ This contractor recc ived a valid strike(s) for violation or infraction for the following L&I law(s). Learn more about contractor strikes. RCW Violation Effective Date 18.27.200 9/24/2009 Description Failure to compi; with contractor registration requirements, per RCW 18.27 Contractors not a'..owed to bid ..... ................ ........................... No debarments hire been issued against this contractor. Workplace Safety and health Check for any past .afety and health violations found on jobsites this business was responsible for. Inspection results date 03/06/2018 No violations Inspection no. 317948086 Location 17261 Southcen ar parkway Tukwila, WA 981.38 Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601483044&LIC=HORIZRC072N5&SAW= 9,14/2018 0 O co 9 ED 00 30'-6" R n u Z 1 I } 0 } 0 } HVAC SETBACK, TYP 0 Fr) TYP 0 -9 RTU - 13 } --- 0 RTU -9 L_ uI I CO - CO TYP I II u TYP' (9 En II jcon 0 revision date: no.: El •-:77:4 CO 00 I I ER'IU I L_ J R 00 CO } ROOF PLAN SCALE: 1/16" = 1-0" a- > - H 0 m w U) 0 C' ( ) 0- V NORTH L- I 00 CO TYP ±79'-11" ±79'-11 " TYP 13 TYP TYP 3 0- -- I II R= I ±80'-1" TYP j Ll _IILI 0 revision date: no.: El •-:77:4 ).i'1 00 I I R= I ±80'-1" TYP j Ll _IILI TYP o- II 100 co revision date: no.: u •-:77:4 ocu TYP o- II 100 co revision date: no.: n •-:77:4 ocu r 2/A201 0006 v 0- TYP 'CR= } `13 TYP ±24'-8" TYP 30'-6" / 16'' f / ,/. // • / a r co revision date: no.: 111 '`y4 ,, ocu 04-20-18 'CR= } `13 TYP ±24'-8" TYP 30'-6" / 16'' f / ,/. // • / a r 8/A304 -9- 0 HVAC SETBACK, TYP / If Lu a. 0 C/)J w 0- 0 J 59,-7" CANOPY BY VENDOR - UNDER SEPARATE PERMIT } ENLARGED MAPES ROOF PLAN @ ENTRY SCALE: 1/4" = 1'-0" V NORTH // ROOF PLAN KEYED NOTES D NEW 60 MIL. TPO ROOF (MECHANICALLY FASTENED) MIN. R-23 AGED POLISOCYANURATE ROOF INSULATION ON EXISTING PLYWOOD DECK BY G.C.. O NEW 60 MIL. TPO ROOF (MECHANICALLY FASTENED) MIN. R-23 AGED POLISOCYANURATE ROOF INSULATION ON NEW 1-1/2" METAL DECK BY G.C. O3 RECOVERY BOARD W/ TPO OVER METAL DECK - BY G.C. O EXTERIOR CANOPY UNDER SEPARATE PERMIT. COORDINATE WITH ARCHITECT. O PREFINISHED GUTTER AND DOWNSPOUTS, REFER TO PLUMBING. O GUTTER AND PIPING BY G.C., REFER TO PLUMBING. ONEW ROOF TOP MOUNTED HVAC EQUIPMENT INSTALLED BY G.C,. COORDINATE W/ STRUCTURAL AND MECHANICAL FOR INSTALLATION OF CURB ADAPTER WHERE OCCURS. SEE STRUCTURAL FOR ADDITIONAL FRAMING SUPPORT AT CURBS. O8 NEW 30" ROOF HATCH W/ SAFETY POST AND LADDER, BY G.C., SEE 9/A503. O DASHED LINE INDICATES EXISTING DEMISING WALL BELOW. EXISTING ROOF DRAINS WITH INTERIOR LEADER PIPE ATTACHED TO COLUMNS TO U.G. STORM DRAIN -TO BE RE -USED. 1 NEW VENT THRU ROOF, V.I.F., SEE PLUMBING 12 NEW FLUE TO ROOF VENT CAP V.I.F., SEE PLUMBING 13 SMOKE AND HEAT VENTS BY G.C., RE: 12/A202. SEE HPS SHEET FOR HIGH PILE ANALYSIS, LOCATIONS AND SMOKE/HEAT VENT CALCULATIONS. (714-.) PROTECTIVE WALK PAD BY G.C. - PROVIDE ROOF MFG'S STANDARD FULLY ADHERED WALK PADS IN LOCATIONS SHOWN - WALK PAD WIDTH TO BE DOUBLE ON SERVICE SIDE OF HVAC UNIT. O. DOCK CANOPY. SEE SHEET 10/A504. 0, ADD OVERFLOW DRAIN, PER DETAIL 1/A202, AND TIE INTO EXISTING INTERIOR LEADER PIPE TO U.G STORM DRAIN. NEW ROOF OVER NEW DOCK EXISTING ROOF • / / ' REPLACEMENT —1 NEW ROOF OVER NEW CANOPY AT • • PRO SALES. . • ROOF KEY PLAN SCALE: 1/4" = 1-0" PIPE GUARD AND CONNECTIONS PER MANUFACTURE DOWNSPOUT AND STRAP WALL PER PLAN STEEL PIPE GUARD BEACON (BPGWM636-Y) AT REAR WALL, POWDER COATED YELLOW- SEE ELEVATIONS FOR LOCATIONS INSTALL PER MANUFACTURES RECOMMENDATIONS. DOWNSPOUT DOWNSPOUT AND CLEAN-OUT SEE CIVIL FOR CONTINUATION OF DRAIN IF REQUIRED ELEVATION VIEW DOWNSPOUT DETAILS SCALE: 1/2" = 1'-0" MATCH EXISTING T/O PANEL TBD NEW JOIST BEARING EMBEDS, REFER TO STRUCTURAL DRAW NGS. Atik 18'-0" AFF PAINT LINE / REVEAL 10'-0" 10'-0" AFF PAINT LINE / REVEAL ROOF PLAN GENERAL NOTES 1. REFER TO ROOF SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF A COMPLETE ROOF SYSTEM. 2. GENERAL CONTRACTOR TO COMPLY WITH ALL OCCUPATIONAL, HEALTH AND SAFETY REGULATIONS REQUIRED BY OSHA OR EQUIVALENT APPLICABLE CODES. ANY CONSTRUCTION REQUIRED TO MEET ABOVE STATED REGULATIONS SHALL NOT COMPROMISE ROOF WARRANTY. 3. ALL GAS PIPING ON ROOF SHALL BE PAINTED (SAFETY YELLOW) 2 COATS OF ENAMEL. 4. ROOF TOP EQUIPMENT LOCATIONS- VERIFY SIZE OF OPENINGS AND LOCATION OF ALL ROOF TOP MOUNTED HVAC EQUIPMENT WITH MECHANICAL, ELECTRICAL , PLUMBING AND STRUCTURAL REQUIREMENTS AND DETAILS. 5. TAPERED CRICKETS- PROVIDE TAPERED ROOF INSULATION AT ALL HAVC UNITS AND ROOF SCUTTLE TO PROVIDE PROPER DRAINAGE ROUTING AT EACH LOCATION. 6. ROOF PENETRATIONS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR ELECTRICAL, GAS AND PLUMBING PIPING. 7. FLUE AND VENT DETAILS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR FLUE AND VENT PIPE PENETRATIONS. 8. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER TO SPECIFICATIONS FOR ROOF WARRANTIES, CURBS, FLASHING DETAILS, ETC. 9. THE ROOF SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT OR MATERIALS UNLESS APPROVED IN WRITING BY ARCHITECT AND STRUCTURAL ENGINEER. 10. REMOVE ROOF WASTE, EMPTY ADHESIVE CONTAINERS, AND OTHER DEBRIS ON A DAILY BASIS. 11. CONDENSATE PIPING AND GAS PIPING SHALL BE SECURED TO ROOF WITH PRE - MANUFACTURED SUPPORTS WITH ADDITIONAL ROOF MEMBRANE REINFORCEMENT AT EACH SUPPORT LOCATION. FILE COPY Permit Nov .N1 ()" D ()-1 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: 9—/4 --/P City of Tukwila BUILDING DIVISION NEW DOWNSPOUT NOZZLE: JOSAM #25010 -BS OR APPROVED EQUAL, AS REQUIRED RE: CIVIL FOR DOWNSPOUT TO DAYLIGHT LOCATION. RE: PLUMBING FOR REQUIRED SIZE OF DOWNSPOUT NOZZLE IF USED 0'-0" AFF FINISH FLOOR 3/A201 4 d � ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF PARAPET. CANT STRIP, SEE DETAIL 4/A202 ROOF MEMBRANE OVER RIGID INSULATION (MIN. R-23) OVER STEEL DECK. REFER TO NOTES ON A201 ROOF DRAIN SUMP RE: PLUMBING d d 4 4 1 STEEL JOIST, REFER TO STRUCTURAL DRAWNGS ROOF DRAIN LEADERS RE: PLUMBING 5x5 DOWNSPOUT, PREFINISHED TO MATCH WALL. RE: PLUMBING FOR REQUIRED SIZE 7 1/4" CONCRETE PANEL REFER TO STRUCTURAL DRAW NGS. I SEPARATE PERMIT r REQUIRED FOR: i i ' s, echanl aJ Eck W/ 1 REVISIONS No changes shall be made to the scope of work without t prior approval of Tukwila Building Division. NOTE:: av si ns will require a new plan submittal and may include additional plan review fees. I STEEL DOWNSPOUT GUARD AT EACH DOWNSPOUT ATTACH W/ EXPANSION BOLTS (BEACON BPGWM636-Y) l,4 3/A201 NEW BACKFILL RE: CIVIL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWNGS NEW FOUNDATION, REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 6 2018 PERMIT CENTER FOOTING, AND BACKFILL RE: STRUCTURAL; RE: CIVIL i WALL SECTION AT DOWNSPOUT SCALE: 1/2" = 1'-0" SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCH U KE INDERSMA ATE OF WASHINGTON 0 A itb structural: a) E V • 0 N •0 S - CL date: 04/20/2015 00 revision date: no.: r-1 '`y4 ,, A an- GORR 8/A304 -9- 0 HVAC SETBACK, TYP / If Lu a. 0 C/)J w 0- 0 J 59,-7" CANOPY BY VENDOR - UNDER SEPARATE PERMIT } ENLARGED MAPES ROOF PLAN @ ENTRY SCALE: 1/4" = 1'-0" V NORTH // ROOF PLAN KEYED NOTES D NEW 60 MIL. TPO ROOF (MECHANICALLY FASTENED) MIN. R-23 AGED POLISOCYANURATE ROOF INSULATION ON EXISTING PLYWOOD DECK BY G.C.. O NEW 60 MIL. TPO ROOF (MECHANICALLY FASTENED) MIN. R-23 AGED POLISOCYANURATE ROOF INSULATION ON NEW 1-1/2" METAL DECK BY G.C. O3 RECOVERY BOARD W/ TPO OVER METAL DECK - BY G.C. O EXTERIOR CANOPY UNDER SEPARATE PERMIT. COORDINATE WITH ARCHITECT. O PREFINISHED GUTTER AND DOWNSPOUTS, REFER TO PLUMBING. O GUTTER AND PIPING BY G.C., REFER TO PLUMBING. ONEW ROOF TOP MOUNTED HVAC EQUIPMENT INSTALLED BY G.C,. COORDINATE W/ STRUCTURAL AND MECHANICAL FOR INSTALLATION OF CURB ADAPTER WHERE OCCURS. SEE STRUCTURAL FOR ADDITIONAL FRAMING SUPPORT AT CURBS. O8 NEW 30" ROOF HATCH W/ SAFETY POST AND LADDER, BY G.C., SEE 9/A503. O DASHED LINE INDICATES EXISTING DEMISING WALL BELOW. EXISTING ROOF DRAINS WITH INTERIOR LEADER PIPE ATTACHED TO COLUMNS TO U.G. STORM DRAIN -TO BE RE -USED. 1 NEW VENT THRU ROOF, V.I.F., SEE PLUMBING 12 NEW FLUE TO ROOF VENT CAP V.I.F., SEE PLUMBING 13 SMOKE AND HEAT VENTS BY G.C., RE: 12/A202. SEE HPS SHEET FOR HIGH PILE ANALYSIS, LOCATIONS AND SMOKE/HEAT VENT CALCULATIONS. (714-.) PROTECTIVE WALK PAD BY G.C. - PROVIDE ROOF MFG'S STANDARD FULLY ADHERED WALK PADS IN LOCATIONS SHOWN - WALK PAD WIDTH TO BE DOUBLE ON SERVICE SIDE OF HVAC UNIT. O. DOCK CANOPY. SEE SHEET 10/A504. 0, ADD OVERFLOW DRAIN, PER DETAIL 1/A202, AND TIE INTO EXISTING INTERIOR LEADER PIPE TO U.G STORM DRAIN. NEW ROOF OVER NEW DOCK EXISTING ROOF • / / ' REPLACEMENT —1 NEW ROOF OVER NEW CANOPY AT • • PRO SALES. . • ROOF KEY PLAN SCALE: 1/4" = 1-0" PIPE GUARD AND CONNECTIONS PER MANUFACTURE DOWNSPOUT AND STRAP WALL PER PLAN STEEL PIPE GUARD BEACON (BPGWM636-Y) AT REAR WALL, POWDER COATED YELLOW- SEE ELEVATIONS FOR LOCATIONS INSTALL PER MANUFACTURES RECOMMENDATIONS. DOWNSPOUT DOWNSPOUT AND CLEAN-OUT SEE CIVIL FOR CONTINUATION OF DRAIN IF REQUIRED ELEVATION VIEW DOWNSPOUT DETAILS SCALE: 1/2" = 1'-0" MATCH EXISTING T/O PANEL TBD NEW JOIST BEARING EMBEDS, REFER TO STRUCTURAL DRAW NGS. Atik 18'-0" AFF PAINT LINE / REVEAL 10'-0" 10'-0" AFF PAINT LINE / REVEAL ROOF PLAN GENERAL NOTES 1. REFER TO ROOF SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF A COMPLETE ROOF SYSTEM. 2. GENERAL CONTRACTOR TO COMPLY WITH ALL OCCUPATIONAL, HEALTH AND SAFETY REGULATIONS REQUIRED BY OSHA OR EQUIVALENT APPLICABLE CODES. ANY CONSTRUCTION REQUIRED TO MEET ABOVE STATED REGULATIONS SHALL NOT COMPROMISE ROOF WARRANTY. 3. ALL GAS PIPING ON ROOF SHALL BE PAINTED (SAFETY YELLOW) 2 COATS OF ENAMEL. 4. ROOF TOP EQUIPMENT LOCATIONS- VERIFY SIZE OF OPENINGS AND LOCATION OF ALL ROOF TOP MOUNTED HVAC EQUIPMENT WITH MECHANICAL, ELECTRICAL , PLUMBING AND STRUCTURAL REQUIREMENTS AND DETAILS. 5. TAPERED CRICKETS- PROVIDE TAPERED ROOF INSULATION AT ALL HAVC UNITS AND ROOF SCUTTLE TO PROVIDE PROPER DRAINAGE ROUTING AT EACH LOCATION. 6. ROOF PENETRATIONS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR ELECTRICAL, GAS AND PLUMBING PIPING. 7. FLUE AND VENT DETAILS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR FLUE AND VENT PIPE PENETRATIONS. 8. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER TO SPECIFICATIONS FOR ROOF WARRANTIES, CURBS, FLASHING DETAILS, ETC. 9. THE ROOF SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT OR MATERIALS UNLESS APPROVED IN WRITING BY ARCHITECT AND STRUCTURAL ENGINEER. 10. REMOVE ROOF WASTE, EMPTY ADHESIVE CONTAINERS, AND OTHER DEBRIS ON A DAILY BASIS. 11. CONDENSATE PIPING AND GAS PIPING SHALL BE SECURED TO ROOF WITH PRE - MANUFACTURED SUPPORTS WITH ADDITIONAL ROOF MEMBRANE REINFORCEMENT AT EACH SUPPORT LOCATION. FILE COPY Permit Nov .N1 ()" D ()-1 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: 9—/4 --/P City of Tukwila BUILDING DIVISION NEW DOWNSPOUT NOZZLE: JOSAM #25010 -BS OR APPROVED EQUAL, AS REQUIRED RE: CIVIL FOR DOWNSPOUT TO DAYLIGHT LOCATION. RE: PLUMBING FOR REQUIRED SIZE OF DOWNSPOUT NOZZLE IF USED 0'-0" AFF FINISH FLOOR 3/A201 4 d � ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF PARAPET. CANT STRIP, SEE DETAIL 4/A202 ROOF MEMBRANE OVER RIGID INSULATION (MIN. R-23) OVER STEEL DECK. REFER TO NOTES ON A201 ROOF DRAIN SUMP RE: PLUMBING d d 4 4 1 STEEL JOIST, REFER TO STRUCTURAL DRAWNGS ROOF DRAIN LEADERS RE: PLUMBING 5x5 DOWNSPOUT, PREFINISHED TO MATCH WALL. RE: PLUMBING FOR REQUIRED SIZE 7 1/4" CONCRETE PANEL REFER TO STRUCTURAL DRAW NGS. I SEPARATE PERMIT r REQUIRED FOR: i i ' s, echanl aJ Eck W/ 1 REVISIONS No changes shall be made to the scope of work without t prior approval of Tukwila Building Division. NOTE:: av si ns will require a new plan submittal and may include additional plan review fees. I STEEL DOWNSPOUT GUARD AT EACH DOWNSPOUT ATTACH W/ EXPANSION BOLTS (BEACON BPGWM636-Y) l,4 3/A201 NEW BACKFILL RE: CIVIL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWNGS NEW FOUNDATION, REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 6 2018 PERMIT CENTER FOOTING, AND BACKFILL RE: STRUCTURAL; RE: CIVIL i WALL SECTION AT DOWNSPOUT SCALE: 1/2" = 1'-0" SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCH U KE INDERSMA ATE OF WASHINGTON 0 A itb structural: a) E V • 0 N •0 S - CL date: 04/20/2015 issu ed for: FOR PERMIT revision date: no.: A an- GORR 04-20-18 sheet title. • ROOF PLAN sheet no.: A201 EX. ROOF DRAIN STRAINER EDGE OF LEAD FLASHING BEGINNING OF TAPERED ROOF DRAIN SUMP EX. 6" ROOF DRAIN LEADER rel le Alia a..,_ wow- '1_ NEW OVERFLOW DRAIN STRAINER COMPRESSION RING DRAIN BOWL RIGID INSULATION BOARD ROOF - DRAIN SUMP & OVERFLOW SCALE: 1 1/2" = 1'-0" TREATED WOOD NAILERS - SECURE TO WOOD DECK DECK CLAMP EX. WOOD DECK NEW 6" OVERFLOW LINE TO EX. DRAIN ! LEADER 8 7/A202 I I P i I •` Eo • • 1 I EMT/RIGID CONDUIT SHALL BE LOCATED MINIMUM 18" FROM PARAPET, SIDE OF CURB, ETC. E MI I MIN 18" �r PARAPET SONNEBORN NP -1 SEALANT APPROVED FASTENERS HEAVY DUTY GALVANIZED CONDUIT BRACKET TO BE SPACED 5' ON CENTER MAXIMUM ELECTRICAL CONDUIT APPROVED FASTENERS SONNEBORN NP -1 SEALANT PARAPET SINGLE PLY MEMBRANE WALL FLASHING SINGLE PLY MEMBRANE WALL FLASHING APPROVED NON -REINFORCED FLASHING STAINLESS STEEL CLAMP EMT/RIGID CONDUIT APPROVED SEALANT/MASTIC WALL MOUNTED CONDUIT PARAPET 1/2" MIN. HOT AIR WELD, TYPICAL CONDUIT SHALL BE SPACED MINIMUM 18" APART TO ALLOW ADEQUATE SPACE FOR FLASHINGS. �1.5' TO 2" CONDUIT WALL PENETRATION NOTES: 1. NEW WALL PENETRATIONS FOR ELECTRICAL CONDUIT, ETC. SHALL BE FLASHED UTILIZING MEMBRANE FLASHINGS IN THE SAME MANNER AS F THEY WERE ROOF PENETRATIONS. SEALANT ONLY SHALL NOT BE ACCEPTABLE. 2. NEW ROOF PENETRATIONS FOR ELECTRICAL CONDUIT, ETC., IF REQUIRED, SHALL BE LOCATED MINIMUM 18" FROM PARAPET, CURB, ETC. AND SHALL BE FLASHED UTILIZING PREFORMED MEMBRANE FLASHINGS. PITCH POCKETS SHALL NOT BE ACCEPTABLE. 3. CONDUIT TO BE USED FOR ROOF PENETRATIONS SHALL BE EMT/RIGID CONDUIT. FLEXIBLE CONDUIT SHALL NOT BE ACCEPTABLE FOR ROOF PENETRATIONS. 4. CONDUIT FOR ROOF PENETRATIONS SHALL BE MINIMUM 18" HIGH ABOVE NEW/EXISTING ROOF MEMBRANE. 5. WALL MOUNTED CONDUIT, IF REQUIRED, SHALL BE FASTENED USING HEAVY DUTY GALVANIZED CONDUIT BRACKETS WITH 2 FASTENER PER BRACKET. GALVANIZED CONDUIT BRACKETS SHALL BE SPACED MAXIMUM 5' ON CENTER. PRIOR TO FASTENING CONDUIT BRACKETS, SONNEBORN NP -1 SEALANT SHALL BE APPLIED BETWEEN FASTENING FLANGE ON CONDUIT BRACKETS AND MEMBRANE WALL FLASHING. FASTENER HEADS OF FASTENERS USED FOR SECURING CONDUIT BRACKETS SHALL BE FULLY SEALED WITH NP -1 SEALANT. CONDUIT DETAILS SCALE: 3/4" = 1'-0" ENSURE THAT ROOF CURBS ARE LEVEL. NOTE: BASE FLASHINGS SHALL BE TRIMMED FLUSH WITH TOP OF CURB AND SHALL NOT BE ALLOWED TO LAP ONTO TOP OF CURB. COUNTERFLASHING 2 m 0 NOTE: INSTALLATION OF COUNTER FLASHING MUST BE COORDINATED BETWEEN ROOFING CONTRACTOR AND MECHANICAL CONTRACTOR TO INSURE THAT SCREWS USED FOR SECURING COUNTER FLASHING ARE INSTALLED LOW ENOUGH TO INSURE THAT SCREW HEADS WILL NOT INTERFERE WITH RTU FITTINGS ON CURB SCREWS MUST BE INSTALLED BELOW BOTTOM OF RTU TO ALLOW SCREW HEADS TO BE EXPOSED FOR REMOVAL IN THE FUTURE, COUNTER FLASHING SHALL BE INSTALLED AS SOON AS BASE FLASHING ARE INSTALLED. EXHAUST FAN/VENT/ETC. APPROVED SEALANT, CONTINUOUS, AS REQUIRED CORROSION RESISTANT HEX HEAD SCREWS WITH WEATHERPROOF WASHERS. MINIMUM 2 SCREWS PER SIDE EQUALLY SPACED. FASTENER HEADS AND WASHERS FULLY SEALED WITH APPROVED SEALANT. .040 MILL FINISHED ALUMINUM COUNTERFLASHING HEMMED TO ALLOW COUNTERFLASHING TO SERVE AS TERMINATION BAR AND COUNTERFLASHING FASTENED MAX. 6" O.C. FASTENER HEADS AND WASHERS SHALL BE FULLY SEALED W/ APPROVED SEALANT. FULLY ADHERED SINGLE PLY MEMBRANE BASE FLASHINGS, EXTEND UP OVER CURB APPROVED SCREWS AND PLATES, TERM BAR, REINFORCED SECUREMENT STRIP OR OTHER APPROVED METHOD OF SECUREMENT. HEAT WELDED SEAM LAP SEALANT SINGLE PLY ROOF MEMBRANE ROOF INSULATION PLYWOOD ROOF DECK DETAIL AT EXHAUST FAN/ROOF EQUIPMENT FLASHING SCALE: 1 1/2" = 1'-0" TRANSLUCENT COVER WITH METAL CURB (REFER TO MANUF. SPECIFICATIONS) LATCH ASSEMBLY ROOF MEMBRANE OVER BONDING ADHESIVE ON CURB (REFER TO MANUF. SPECIFICATIONS) MANUAL RELEASE, CONFIRM USE WIT LOCAL FIRE DEPARTMENT ROOF MEMBRANE SEALED LAP JOINT (REFER TO MANUF. SPECIFICATIONS) ROOF MEMBRANE (REFER TO SPECIFICATIONS) I__I ,' fC::v/w \lltttt►utttUtttuttttttttt ✓r: r.: ,,:�.:;. J - NYSTROM SMOKE ESCAPE SVLA48x96D1N280R ALUMINUM BRACING TUBE WOOD DECK., TYP \\_ EXISTING ROOF FRAMING ADDITIONAL SUPPORT /BRACING BY G.C., SEE STRUCTURAL INSIDE MANUAL RELEASE HEAT & SMOKE VENT DETAIL SCALE: 1 1/2" = 1'-0" - FUSIBLE LINK RATED 360 DEGREES FAHRENHEIT ADDITIONAL SUPPORT /BRACING BY G.C., SEE STRUCTURAL THERMALIZED LID FRAME EXTRUDED ALUMINUM CAP FLASHING EXTRUDED ALUMINUM METAL CURB MIN. 2" TAPERED i ----- RISE AT CURB ON HIGH SIDE EXISTING ROOF FRAMING SEE CURB PROVIDE CONT. BAND OF SEALANT - WIPE OFF EXCESS 6" WIDE JOINT COVER PLATE - CRIMP EDGES OVER BOTTOM OF COPING CAP - PAINT TO MATCH PREFINISHED COPING CAP AND EDGE FLASHING TO MATCH P-4 ISOMETRIC ROOF TYPICAL COPING JOINT SCALE: NTS WIDTH TO FIT WALL THICKNESS 0 SLOPE DOWN METAL COPING PROFILE CONTINUOUS CAP FLASHING ROOF MEMBRANE CONT CAULK VERTICAL SEAM AT EDGE MITER EXPOSED SIDES AT 45° CONTINUOUS CAP FLASHING UNE OF VERTICAL CAP - CUT AS SHOWN. BENT AND LOCATED UNDER ADJACENT CAPS MITER CORNERS (TIGHT) WITH CONT CAULK BEAD LINE OF VERTICAL CAP - CUT AS SHOWN. BENT AND LOCATED UNDER ADJACENT CAPS ISOMETRIC PREFINISHED COPING TO MATCH P-4 Z 2 kt SNAP LOK COPING - CONT. CLIP ANGLE TERMINATION BAR - SEE MANUFACTURER'S RECOMMENDATIONS WALL PER PLAN TPO CORNER PATCH PER MANUFACTURER'S RECOMMENDATIONS WRAP DOWN MINIMUM OF 1" DOWN FRONT FACE WRAP TPO UP OVER AND DOWN FACE OF PARAPET TPO ROOF SYSTEM CANT STRIP ®TPO ROOF CORNER PARAPET DETAIL SCALE: NTS STAINLESS STEEL CLAMPING RING ROOF INSULATION SEE SPECS APPROVED SEALANT/MASTIC PRE -MOLDED PIPE FLASHING APPROVED FASTENERS AND PLATES PER MANUFACTURER'S REQUIREMENTS HOT AIR WELD SINGLE PLY ROOF MEMBRANE TPO - SMALL PIPE PENETRATION SCALE: 1 1/2" = 1'-0" APPROVED SEALANT/MASTIC APPROVED FASTENER AND PLATES STAINLESS STEEL CLAMPING RING APPROVED NON- REINFORCED FLASHIN 1/2" MIN. 1-1/2"_ MIN. T MIN. 6" WIDE SINGLE PLY MEMBRANE FLASHING APPROVED LAP SEALANT r ROOF MEMBRANE ROOF INSU LATION, SEE SPECS 12" MAX. --1" MIN. (a TPO - VENT PIPE PENETRATION SCALE: 1 1/2" = 1 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 6 2018 PERMIT CENTER 01 SCHEDULE SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360. corn 0 a) 0 0 11273 REGISTERED �RC 0;1.61 AKE EINDERSMA STATE OF WASHINGTON 0 L I. 0 Q a) E 0 0 c 0 0 ��1CIS 0 a) O L d Q Y Q W 00 � w� 0E._� 06 O O �� O �--• E aN— a) date: 04/20/2018 issued for: FOR PERMIT CURB SCHEDULE OWNER REVISION INSULATION THICKNESS CURB HEIGHT 3" RIGID INSULATION 14" 6" RIGID INSULATION 18" 9" RIGID INSULATION 24" ALUMINUM BRACING TUBE WOOD DECK., TYP \\_ EXISTING ROOF FRAMING ADDITIONAL SUPPORT /BRACING BY G.C., SEE STRUCTURAL INSIDE MANUAL RELEASE HEAT & SMOKE VENT DETAIL SCALE: 1 1/2" = 1'-0" - FUSIBLE LINK RATED 360 DEGREES FAHRENHEIT ADDITIONAL SUPPORT /BRACING BY G.C., SEE STRUCTURAL THERMALIZED LID FRAME EXTRUDED ALUMINUM CAP FLASHING EXTRUDED ALUMINUM METAL CURB MIN. 2" TAPERED i ----- RISE AT CURB ON HIGH SIDE EXISTING ROOF FRAMING SEE CURB PROVIDE CONT. BAND OF SEALANT - WIPE OFF EXCESS 6" WIDE JOINT COVER PLATE - CRIMP EDGES OVER BOTTOM OF COPING CAP - PAINT TO MATCH PREFINISHED COPING CAP AND EDGE FLASHING TO MATCH P-4 ISOMETRIC ROOF TYPICAL COPING JOINT SCALE: NTS WIDTH TO FIT WALL THICKNESS 0 SLOPE DOWN METAL COPING PROFILE CONTINUOUS CAP FLASHING ROOF MEMBRANE CONT CAULK VERTICAL SEAM AT EDGE MITER EXPOSED SIDES AT 45° CONTINUOUS CAP FLASHING UNE OF VERTICAL CAP - CUT AS SHOWN. BENT AND LOCATED UNDER ADJACENT CAPS MITER CORNERS (TIGHT) WITH CONT CAULK BEAD LINE OF VERTICAL CAP - CUT AS SHOWN. BENT AND LOCATED UNDER ADJACENT CAPS ISOMETRIC PREFINISHED COPING TO MATCH P-4 Z 2 kt SNAP LOK COPING - CONT. CLIP ANGLE TERMINATION BAR - SEE MANUFACTURER'S RECOMMENDATIONS WALL PER PLAN TPO CORNER PATCH PER MANUFACTURER'S RECOMMENDATIONS WRAP DOWN MINIMUM OF 1" DOWN FRONT FACE WRAP TPO UP OVER AND DOWN FACE OF PARAPET TPO ROOF SYSTEM CANT STRIP ®TPO ROOF CORNER PARAPET DETAIL SCALE: NTS STAINLESS STEEL CLAMPING RING ROOF INSULATION SEE SPECS APPROVED SEALANT/MASTIC PRE -MOLDED PIPE FLASHING APPROVED FASTENERS AND PLATES PER MANUFACTURER'S REQUIREMENTS HOT AIR WELD SINGLE PLY ROOF MEMBRANE TPO - SMALL PIPE PENETRATION SCALE: 1 1/2" = 1'-0" APPROVED SEALANT/MASTIC APPROVED FASTENER AND PLATES STAINLESS STEEL CLAMPING RING APPROVED NON- REINFORCED FLASHIN 1/2" MIN. 1-1/2"_ MIN. T MIN. 6" WIDE SINGLE PLY MEMBRANE FLASHING APPROVED LAP SEALANT r ROOF MEMBRANE ROOF INSU LATION, SEE SPECS 12" MAX. --1" MIN. (a TPO - VENT PIPE PENETRATION SCALE: 1 1/2" = 1 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 6 2018 PERMIT CENTER 01 SCHEDULE SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360. corn 0 a) 0 0 11273 REGISTERED �RC 0;1.61 AKE EINDERSMA STATE OF WASHINGTON 0 L I. 0 Q a) E 0 0 c 0 0 ��1CIS 0 a) O L d Q Y Q W 00 � w� 0E._� 06 O O �� O �--• E aN— a) date: 04/20/2018 issued for: FOR PERMIT revision no.: date: OWNER REVISION 08-28-17 \ GIN GORR 04-20-18 job no.: 11-021 sheet title: ROOF DETAILS sheet no.: A202